374 NE 92 StPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date d o ?_O Job Address ,4,4 4) `yob AL -e- Tax Folio
Legal Description
Owner / Lessee / Tenant j '/X.414/10
Owner's Address x37$ it)& 9,2) 41 /Lit -6
Contracting Co. MU:0 ,
Qualifierk7)10
State # e Mu nicipal #
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 01 a?o? 4 0.Ac ",. /, QC saL) /% .a2ed)
anti. I- 2-0 �,' f �� pi CokeR �
Square Ft. 02J0.0 Estimated Cost(value) / 7L6,
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
a thorize the above -named contractor to do the work stated.
Signature of o er and /or Condo President
Date:
Notary as to Owner
My Commiss ,A on 1
FEES: PERMIT
APPROVED:
** *
and /or Condo President
3tiC, STATE OF FLORIDA
CIM, E.'RODRIGUEI.
; COMMISSION NO: CC204119
MY.COMMISSION EXPIRES.
MAY 27,1996
T3 RADON
3 I i 2--49
SS# Phone 9 -r7
Zoning
Mechanical
Fire
Buildin
Plumbing
Address
Master Permit IP _047 7
Phone
Competency # Ins.Co.
730 9,7 .. - 40);-4i
Signature of Contractor or Owner- Builder
Date:
C
Notary as to'Contractor or Owner- Builder
My CommisMion xp P¢
;�,• .;; . _y Fti;3c9C STATE OF FLORIDA
„•..a CORAE.RODRIGUEI
COMMSSION NO: CC204119
* * * %` * _%
*MY COMMI ION EXPIRES * **
"`"' MAY 2'7. 1 996
C.C.F. T'I NOTARY TOTAL DUE �
Other
Electrical
Engineering
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF DADE:
Amoraaa.mes,
3. Owner(s) name and address:
4. OodtrOclor'S narde and address:
. NOTICE OF COMMENCEMENT
THE UNDERSIGNED hereby gives notice that imorove: c • ;'! tc c-, real propel ly, and in accordance with
Chapter 713, Florida Statutes, the following information is pi L Co:limehcoment.
1. Legal description of property and street address:
2, Description of improvement:
TAX FOLIO NO.
•-; *** NOTARY PUBLIC, STATE OF FLORIDA
.44s: LIRA E. ROORIGUE2
wiEt4 COMMISSION NO: CC204119
ev" pv MY COMMISSION EXPIRES
MAY27. 1996
AJE 9
Interest in property:
Name and address of fee simple titleholder:
kit
9484- 7i.22 18 1994 AUG 29 13:00
5 eddreas: (46,<
gLifeir(Payitmt bOrld reouirad by owner from conn
trtor, if any)
NEirfle and /
ga
Amount 01 bond $
V'n 6 °
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon who 116* ents may be served as prov
by Section 713:13(1)(a)7., Florida Statutes,
41//V Name find address: ov
8. In addition t.3 himself, Owner designates the following person(s) to receiva a copy of the Lianor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
A.. kr"
Name and address: /
9. Expiration date of this Notice of Commencei;lent: ex tor dt yir from ti' data of recording tincei.s a
different date is specified)
1 4..e. ___,:.,/ - Af aAir
Zee—
Signature f Owner /
Print Owners Name k-fp-,€_a_e/,c) 7r- Z--- / ///--e.
Sworn to and subscribed before me tnis OXa: c_. _, 19
Notary Public ei_A-0- )e.__;-Lo-,
Print Notary's Name e-/.49 -6 ,e00EJ9at9
My C:ommission Expires:
Prepared by
Ad. Oresc: ,C)4()
3a/,)7
Aug: 30_:94 2:31 1234 G &S BUI ill) ING,INC
•e-o•;' -• 1'i' r3 04: O PM FROM
METROZADE
Almar USA • Altusa Tile
6645 NW 77th Avenue
'Miami, 11, 33166
EXPIRES ! 'FEB 1
PR
i
ACCEPTANCE No: 94410648
•i y P, 4
TEL 3056337640
DUCT CONTROL NOTICE OF ACCEPTANCE
1 .9 07
. Tudt7 :'1 Approval !'I r:` been
Code Compliance ii)epartm::'t ;Ind t,p,,rt >.•r:d by
�.4ctTlh 1•[ci1i;lc":' 1liila t11f; ;!.ai.;llir;JL! SL: : a
TO 6337640 P.O1
METROPOLITAN DADE COUNTY, FLORIDA
METRQ•DADE ELAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
• SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLEA STREET
MIAMI, FLORIDA 33130 -1563
• (30S) 375.2901
FAX (308) 375 -2905
Your application for Product Approval of Aimar USA- Allusa Tile tinder 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., Tesmell Craig Laboratories and Consultants, Inc. and Professional Service
Industries, Inc., has beers recommended for acceptance by the Building Code Compliance OSice to be
used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the
Standard Condition:, Je led on page 3.
The approval shall be valid fora period of three years. The Office of Cade Compliance reserves the
right to require retesting of this system whin the first two years of the approval should any
amendments, to the South Florida' 'Building Code be enacted affectin {Cponen roof system.
Gil Diamond, P.E.
Product Control Division
Supervisor
^A I'LPAS1? NOTE "
THIS IS THE CO 'f•.RSHE1• ;'l', SEE ADDITIONAL PACES F012 SPECIFIC
'A_ND GENERA), CONDITIONS.
rt:viewcd by the Mt:1ropolitun rude County Building
t.l:t 13uildinc, Code Committee to tic ed in Dade
bovt :.
�. � -;..,, ,(,>., �J „�,'• (,.G�l�,; , tom ,/
C;tit:IT ' S Dttnl;cl 0
1.?LUlding Code Compliant”: Deparrtrmnt
Mei! opolitan Dad;: County
P. 1
Product Control Notice of Acceptance
i Roofing System Approv
A licant:
Almar USA - Aitusa Tile
7270 MW 12th Street
Suite 01650
Miami, FL 33126
Category; Prepared cling
Sub-Category: Tile
Nail -on /Mortar -set
S- Clay
Cont4ct:
Carlos F :rnande
72iu M\\ 1211' 5 1.11:x!
Suite #65(}
r�4iam FL 3:3126
Product Control No.: 94 .01 0 6. 18
Approval Date;
Expiration Date:
- 11 - 01 - 417 1 W
FEB 1 4 1997
Svstcin Description
Alfareria del Turbio, S.A. (Alhasa), located in Barquisimeto, Venezuela, is a manufacturer of clay
for mortar-set and nail -on appli rations. Mans (USA), Inc., located in Miami, Florida, is the sole importer
contract for selling and distributing the Alni sa products in the United States. All tiles arc manufactured fro
natural Venezuelan clays.
Altusa has two profiles of tilt for use in the South Florida area: Alt.isa 'S' and the two -piece Altusa Barrel, Both
are available in a variety of natural clay colors.
Both profiles utilize universal t
I. f or hip, ridge and rake, as well as optional rubber cave cl
and clay closures for both ('S' tilt and Barrel). cruces ('S' tile arils)
i
The minimum pitch for AUtnsa (lay Roof Tiles shall be 2 ";12" for nail -:m and mortar -set applications.
AItusa Clay Roof Tiles have ben tested in conlpli :lt ;cc will the South Fionda puildi.tr Code Requirements for cla)
mortarr -set and nail-on applic:,tipns.
'S' Clay Roof Tile
2-Piece Barrel Tile
. WOod, Non-insulated
MattliLl
Wood, Nail-on
Sxsteut Trade liame.i
iviaximum Design Velocity russure
tulaYeliciV—Plas-occA •
Maximum Fire Clas I sification
Classit.otion •
Class A
•
psf (See Comments and Limitations)
Product Control No.: 94-0106.18
Product
#30 Felt
#43 Base Sheet
Mineral Surface Cap
Sheet
Asphalt Primer
Mopping Asha.11
Flashing Cement
Valley Pl ^r.hi :5,Y
\,real i�;.t.ch
Trade Nrarmes of Prothucts Manufactured by Others
)�irtierisiarls Test. Specifications
•• 2C. 'z _
,"
ASTM b 226,
type lY
ASTIv1 b 249
ASTM D 41
ASTM D 312,
type lli or type,
Iv
Product
'Description
Saturated organic felt to be
used as a nailed anchor
sheet
ASTM D 2626 Saturated and coated
organic base sheet for
single ply undcrlayment.
Mineral surfaced asphalt
roll roofing,
Cut back, asphalt based
coating used to facilitate
adhesion of dissimilar
materials.
A..shalt for bonding. the
mineral surface cap sheet
to the base sheet.
AST .N.1 D 4586. Cut back, asphalt based..
!fiber- reinforced .trowel
grade cement for Dashing
and repair applications.
Min. 7(., ,_ ; : 16" ASl Nd A 525 • Galvanized steel valley
fl 5 :!ling
,".71'_l1 ..525
Product Control No.: 94 0104,18
Galvanized steel drip ec;gc, • gene :;c
LP - Pn::.;.`;uje treated V'vo0C/
hOri.10r ::;a, ; "
battens.
r_ .
Manufacturer
generic
gemric
generic
generic
(;f:ne7iC
generic
generic
e• :;c; is
Tin Caps
Tile Nails
Hurricane Clip
UGt'II hkUI'1
Min. 32 g�. x
1 -5/8"
Min. 11 gl.
Hurricane Clip #8 x 2"
Fasteners
Type M Mortar
Tile Adhesive
ASTM A 641 Corrosion resistant nails. ' generic
Nail heads shall exceed the
size of nail holes in tile.
PA 114
Galvanized , bronze,
altuninum,, plastic, or
stainless steel attachment
clip for high wind areas.
• Product Control No.: 94- 0106.18
Corrosion resistant circular genetic
discs.
generic
PA 114 Compatible fastener for generic
clip
ASTM C 91 Approved type M mortar at generic
a ratio of 2:1
ASTM 1) 3498 Tilt -to -tile adh generic
Deck Type 1:
Deck Deserlptfan:
Slope Range:
System A.
Underlayment:
Pastening:
, Membrane:
Vertical Battens:
Horizontal Battens:
Roofine Tile:
Isla%inrrnt
()vernuring .h'Mornent:
Cionu;nents:
Wood, non - insulated
Sy §terns
New Construction, 19/32" or greater plywood or wood plank.
2 ":12" to <4 ":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 the laps.
A.ny approved mineral surfaced rolled roofing applied in hot asphalt or Cold process
cement (See Model Tile Specifications). lead lap shall be minimum 2" and side lap shall
be minimum 6 ".
Vertichl battens shall be installed on roof slopes of 2 " :12" to <4 " :12 ".
Min, x 4" pressure treated lumber. Battens shall be set in a max. 1 /3" thick continuous
bed of compatible flashing cement and secured through the sheathing into the top cord of
the truss with approved fasteners:
Horizontal batteins 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
allow for a 3" minimum head lap, unless an approved beadlap configuration which has
been tdstcd for water infiltration is used. Batten size shall be nominal 2" x 2" or 1" x 4 ".
All battens shall be pressure treated or decay resistant lumber and shall be installed in
strict compliance with the. manufacture.i's application instructions and the Metro - Dade
Model Nail. on Tile specification.
Install the following profile: AJtusa 'S' The tilt.. system shall be i:�ct. -'red in compliance
with. the Metro T.)adc County Mcxiel Nail -on Tile Specification (Appendix 'X' of the South
Florida 13ui]dizrg Code:), utilizing the components listed in the Products Listings' set forth
in this Product Control Approval. Applir;:t:ons, as dot:i!ed in ti;c test reports, are
consistent with TIT. application methods state) in the execution section of said model
specification.
'To conplc'.cd Li, v1 i. :0, 1994, Refc'. /.10 f JziLitaliorl No 6.
i'or rt )is + +'application.!.., 15732" plywood is an acceptable substrate.
Deck'ly'pe 1:
Deck Description:
Slope Range:
System B.
Underlayzuent:
Fastening:
Membrane:
Vertical Battens:
Vertical battens shall be installed on roof slopes of 2 ".17 to <4 ":12 ".
Min. 1" x 4" pressure treated lumber. Battens shall be set in a max. 118" thick continuous
bed of compatible flashing cement and secured through the sheathing into the top cord of
the truss with approved fasteners.
Horizontal Battens: 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
allow for 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 battens shalt be pressure treated or decay resistant lumber and shall be installed in
strict c!omplia.nce with the manufacturer's application instructions and the Metro-Dade
Model 1NZail -on Tile specification.
Install'the following profile: Altusa'S' The the system shall be installed in compliance
• with the Metro Dade (. ounty Model Nail -on Tile Speci1kation (Appendix 'X' of the South
Florida 1 3uildiug Code), utilizing the components listed in the 'Products Listings` set forth
in this:Product Control Approval.. Applications, as detailed in the test reports, arc
consistent with the application methods 5thted in the execution section of said model
spec ifi.atiou.
30, 199.1 R.cfcl to Liraitat on 'O. k;. 'l'o be completed by :'f„ }' �.
Roofing Tile:
Maximum
Acrod,
Overtuning Moment;
Comments
Product Control No.: 94 -0106.18
Wood, non- insulated
New ca nstruction, 19/32" or greater plywood or wood plank.
2":12'1 to <4":12"
Any aiiproved 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 "0.e. at Iaps,
Any self-adhered single -ply underlayment approved by the Chief Product Control
Compliance Officer, installed in strict compliance with the Product Control Approval.
Poi re -roof applications, 1502" plywood is an acceUtable SubM2tC.
Test Agency
Professional Service
Industries, Inc.
Test Reports
0395-10048-3
#395-80133-27
#395-80133-26
Testwell Craig Laboratories #S9).2:
and Consultaritii,
t\eseLic::
1.1ipor tory, Inc,
Product Control No.: 94-0106.18
Test Identifier Test Name/Report
086304
TO - 6:137646 P.9 -
Date
Material Properties Test 12/14/92
Water Absorption and
Breaking Strength
4395-10043-01 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 ICt
(Water Absorption and
Breaking Strength)
Material Properties Test ( 10/31/86
Water Absorption and
Breaking, Snength)
Uplift Approvats; (Sue
Presilare Uplift
istance)
'Wind Drivcn Bain 0S/0S/6
Resistarie4:.
OS /03/89
03/0ii/90
a
Aug . 30 ' 94 2:37
Fastening
Membrane:
Vertical Battens:
Horizontal Battens;
Roofing Tile:
Maximum
Aerodynamic
is
Overturning Moment:
Comments: _
Deck Type 1B: -
Deck Description:
SIope Range:
System A.
tJnderlaymcnt:
1234 G &S BUILDING,INC
r f•.4d' 1
TEL 3056337640
Wood, non - insulated •
I
New ction, 19/32" or greater plywood or wood P lank
>7":12r r
Product Control No.: 94- 0106.18
i
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 , . 1. • 1. ,� „ -
raofing applied.in hot asph l� pr c9A4Tf4Pcss
cements (Sae Model Tile Specifications). Head laps shalt be mininauiz 2 ", side laps shall be
minimum 6 ".
V e r t i c a l b a t t e n s a r e optional f o r roof slopes }7 " ;l2 " .,., . ,,,,
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:in 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 a pl1licitions, 15/37." plywood is an acceptable substrate.
P. 1
Deck Type 1B:
. Deck Description:
Slope Range:
System B.
Underlayment:
Fast
astening:
Membrane:
Vertical Battens:
Horizontal Battens:
Roofing Tile:
M.acinurn
'Aerodynamic
Overturning Moment:
Comments:
'. ITh01:
Wood, non - insulated
New construction, 19/32" or greater plywood or wood plank,
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 Produet Control Approval.
Vertical battens axe optional for roof slopes >7 ":12 ",
Horizontal battens shall be installed on roof scopes >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 file system shall be installed in compliance
with the Metro t)ade County Model Nail -on 'file Speci.fieatlon (Appendix'X' of the South
Florida l3uilding Code), utilizing the components listed in the Products Listings' set fortis
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
specifi ation.
'1'o lv rompleted by May 30, 1994. Refer to Limitation No 6.
For re •roof applications, 1 5/32" plywood is at acct, labic sui,;,ttate.
Product Control No.: 94. 0106.18
41W Bottear
/...),'UrfAdiesix.:
P,ppication:
Taco
Wood, non-inmlowo Mona: Set •
New construction, ig.r2;2" or grata' ) c wood plank.
3":212" to 1:12"
Ni.: •
Any apiroved No. •:. tii• No. 43 organic anchor 'shee./.. Ileac laps thn' - Aiza.ixnum
• .side laps shall be rib:14aurn 6".
Nails tiara tin caps, r.vti (2) row stagger0 12" 74, t' (Lc, tho 174,9,
Any cppmved raineml .curfaeod rolled in apSito,
cement (Sep Motk, T Zf Specifications la"? be t
minimum 6",
None
e
APPr:,wed mortar sils..11 L used_ A11 ti a a rnerar tt forth
Mi in the
Morm-Set lj Fiveonleation.
Moita.r sW, e Typ 1, mixed in tb.e kuta in the Puct i=f,” 'f.. Any
a4hesive application hai be applied at, E(..t fora; frz. qdbeFiv (;!0•.
Approval, • M1i1e i.:_c.I. shall • :t wi c gi b • o f th
C'pwav )4cca T r ptteticattari.
..--"c3
•
Approved:
Expires:
Acceptance Number: 94 -0106.13
I.Ipo.itations:
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 applicadons'on slopes of 2" :12" to 4 " ;12 ".
1 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 f'oi attachment of tile shall have heads larger than the pre - formed 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, •
8. 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 ASTNI 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
agrc: :inert filed with the Mato r) c.k f_ ourty Office of Code Compliance confirming th . 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 Speciticatio n s11211 take p: e t (.nc•e.
1'3. The use of all pre - formed trim and specialty the tested is required as h forms an intetwal part of these Product
Control Approval tests.
-ati.ons for roofing permits must be ,sec: prsricd by Salim! II of the Uniform Building Permit, clearly
rnt of the work to be performed_ d_ along •:t1: current tnanufacli}rcr's specifications and details. In
�•..:•� ,. �
• 11I'M F
Acceptance Number: 94-0106.18
Approved:
Expires:
GU Diam
on
Metropoli Dade County
Cam o ode Compliance
1 I:.
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 Buret Tile
Information Brochu - Altusa Tile
Information and Specifications Brochure • Altusa 'S' Tile
Installation Methods and Specifications - Altusa Mission Tile
4
DOVE TAIL LOCKS
ti::4c +-
S' ELEGAN
- FIELD TILE
10 1?
18"
FROM '10
NOTICE OP ACCEPTANCE: MTANDA D CONDITIONS
6337640 P.19
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT.:`
SUITE 1003
METRO-DADE FIAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130.16s3
(305) 375.2901
FAX (305) 370.2908
1. Extension of Acceptance may be considered after a new application has been filed and the supporting data
test reports no older than ten (10) years, have been revaluated
• 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 processor a change in Code provisions shall be grounds
for re- cvaluatiott.
4. This acceptance shall not be used as an endorscnwnt of any product for sales or advertising puiposes.
5. The Notice of Acceptance =tuber preceded by the words Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it shall be done in it entirety.
6. Product approval diay.ings, where required for permit applications, shall be provided to the applicant by
the manufacturer or his distributors; 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 l-actnry 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 St:mdard Conditions .hall be cause for termination of Approval,
Gil Diamond, P.E.
Product Control Divis'•n
Supervisor
r
;
•
1
.1
NAIL
HOLE
ONDI Q
7 LOCKS--
R TILE
D - 29f)
\ •
PAN TILE
GABLE-Ri
NAIL
HOLE
�tHZP
AND RIDGE)
•
(0
Four -Ply Gravel Surface
For over wood• plywood, gypr;umTI, sir ucturtll
wood fiber or other approved n ;3ilablo decks.
Spec, Nos. AGS -4 -W -G (SPECIFICATION WAIMANIYUP '1020YEARf:j
G /Ah4 -W -G (10.Y11, Ellli T UP 1100FIt i LIMITED SERVICE
WARRANTY 01110 -Yn. ROOFING 0Y811;M5 LIMITED
WARRANTY ONLY)
Incline; MrtxiMum 3 inches per foot,
SInpuof 11 Var,orbar
Deck Vase Sheet
•
Celotex Materials par square of roof area
Vaporber GB' Base Sheet • 1 ply
Colo -Glass -AGS' Ply Sheol Type VI
or Celo -Olaes IV Ply Shoot 3 plies
Asphalt. approx. 76 lbs.
r r:by
L1 Slog or Cravat
•
Surfacing: slag 300 Ills, n*t.
gravel or marble Chips • 400 lbs. min.
•
MEMBRANE SYSTEM COMPLIANCE
All above specifications when constructed as recommendad coll..;
ply with UL Class A to 3 inches per foot on non. cornbustible rind
combustible deck, (Inckidinfr 15/32 Inch plywood). .
APPLICATION
"General Requirements" anti "hoof Deck R titilremcntr," taro pal l of
IhosH speciflcolluns.
.1, Starting at the low Point, apply one ply ril Veporbar GB Base Sheet
OY01' the entim sur face, Iapiaing each shoot 2 kichoo min. Over the
underlying sheet. Lap ends 3 ioohes nio. Nail riling they lap at
maximum 9 -inch intervals and stagger -mitt clown the center of the
shah' In two rOWs with nails spaced at 18• inch intervals In each row
(rrpprox. 00 nails per square).
2. Starting at the low point. embed 3 plies of Colo -Glass PIy Shoot in
uniform moppIngs of hot tisphalt (111 lbs. per ply per square:). Lise
Malting strips out 12 Ino•tes and PI Irtchr :s wide followed by full width
streets. Lap each shoed 24% inches over the preceding shared and
embed full width of sheet In a coating oI asphalt (18 - 30 Ibs. per
square) so that felt doe;; not touch felt, Lop ends 3 inches n'Iin ilnum.
Broom In ply sheets with a soft broom or squeegee.
• r•.• n.� , ;•r'.. ?. , •1 , rrtr• n,. L� ...I . ...., .,...1 : ...I ..0 ..,. ,
4, Or I irrcl c.c 1 melt per foot or more, back(nit at plan, (see poets 12).
5. Over entire Surlaco, apply a uniform top (pouring ni asphnil (50. 70
Ibs, poi square) into Which surktCinli II :!ic.rial r;; C!mli <•:drdr +d.
07500/CEK
BuyLine 1218
our -PI Smooth Surface
Ica use directly over wood, plywood, gypsum, structural
wood fiber or oilier approved naiiable decks,
Spec. NOS. AGS -4 -W -S (SI't :CIFI(:ATION WARRANTY UP TO 20 YEAnS)
G /A4-W -S (10-VR. t3UIL1.I IP IIOOFINn (IMITV t ;l Rv:cc
WARRANTY 041 1e -YR, Rr10FIN0 SYSTEM(; LIMnFD
WARRANTY ONi l)
Incline: Maximum 9 inches par foot.
Slone of
f)cr k
AMP
Vapnrbar GL '
• Base Shoot
•
1- 9 " -1
co Glass'.
Ply Shoot
Asphal� - .
SN(:>•lopp~
Roof Coating or
Fihratod Atumtnum
Roof Coaling
Celotox Materials per square of roof area
Veporbar GB' Base Sheet 1 ply -�_
Colo- Glass -AGS'• Ply Sheet Type VI
or Colo -Glass IV PIy Sheet 3 es ✓�
Asphalt rrppr 76 lbs.
.,, ,r ;a�.l. i,tmlitty. '
SNO -TOPP Roof Coating or Approx. 1,8 gals,
fibrated Aluminum Roof Coating approx. 1.2 gals.
MEMBRANE SYSTEM COMPLIANCE
All above specifications when constructed as recommended com-
ply with UL Class A to 1 inch par foot on non - combustible and UL
Caaas N
lo 1/2 Ind) h per foot on combustible decks (including 15/32
inch plywood) using Flbrated Aluminum Roof Coating.
APPLICATION
"Gene :tot Nequilrantents" and "Root Deck Ilequirornent " are pail of •
these specifications.
1. Starting at the low Point, apply one ply of Veporbar GB Hare Shoot
ever the entire surface, lapping each sheet 2 filches rain. over the
underlying sheet. Lap ends 3 inches min. Nail along the lap et
maximum 9 -inch inlervals'and slegger -nail dawri the renter Of the
shoe( in two rows with nails spliced at 18- inch intervals in sad] row
(approx. 4)U nail, per square).
P. Starling at tho low point. embed 3 plies of Celo -Glass Ply Sheet In
uniftin n mappings of hot asphalt (18•••3() lbs. per ply par squaln). Use
starling strip:; cut 12 hoes and 24 incites wigs followers by full width
&,heel;:. Lap each sheet 24% inches over the preceding shoat end
embed full width of sheet in a coating of asphalt (1H -30 lbs. per
•square) so that felt does not tomb felt. Lap ends 3 inches minimum.
Broom In ply sheots with a soft broom or equeogee.
4. Orr Inc.11r ir:re 1 Inch per loot or more, l.itecknnil all plias (see page 12).
5. Alter 21 hours ripply two.roller coats of SNO -TOPP Roof Coating
(1.b - 2,0 gel, per square) or ribrated Aluminum Roof Coating .
(1,2 gel, per square minimum) directly lo.t(ln Celo -Grass Ply
Sheets.
tp7
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.
Owner's Name and AddressT • W. MOSS
Registered Architect and /or Engineer
MIAMI SHORES VILLAGE
Name and address of licensed contractor Lang Roofing & Tile Coe ,
Date
May 14th, 1962
No 37 4
,19
Street N. E. 92nd St.
Inc., 430 NW 79th St., Miami Fla.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 374 N. E. 92nd St., Miami Shores
State work to be done and purpose of building (by floors)
4.- aq.a - -- tear- a£-f---r ax_ga_rag?_ & kitchen
and for no other purpose.
New Building Remodeling Addition X Repairs X No. of Stories
To be constructed of Kind of foundation Roof Covering ___- h:- -T?ly- .g ravel
Estimated Total cost of improvements $-- .- ____190.000 Amount of Permit $5 Q 00
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 Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the rovisions 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 suc. ubcontrac ,•rs, on work to be .erformed under this
permit, as are licensed by Miami Shores Village. LANG ..OFING TILE COMP' ►_ NC.
Remarks (Signed)
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 1 Date ` Read, Sworn to and Subscribed before me.
Disapproved
(Signed)
D
ng Ins or
NNING BOARD DATE
Notary Public, State of Florida
My Commission Expires
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.
Application is hereby wade 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.
Owner's Name and Address . .�° / --Q!>�
Registered Architect and /or fyngint:er
Name and address of licensed contractor
Location an leg
Lot 3
cr io p lot to be built n:
Block Subdivision
Street and Number where work is to be done.
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Stag work to be done and purpose of budding (by floors).
Date..._ ..1� .� ?� ...._._...... ,19.. ZJ
No......_ . Street .�.....� P�..ST =
and for no other purpose.
Addition
Repairs No. of Sto
New Building Remodeling
To be constructed of Kind of foundation erg , Roof Covering
.R.
Estimated Total cost of improvements $ Td OA. f . !/
1.d. 1- 57_,5
/amount of Permit S.
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 2 ` � ' I 7 S
STATE OF FLORIDA,
COUNTY OF DADE. j ss
Building Inspector
PLANNI
Read, Sworn to and Subscribed before me.
.DATE
The undersigned applicant for this building pennit 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, Pennanent 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 i .
or notices as are required by the Act. The undersigned agrees to employ only such su actors, on work to be performed under this
pennit, as are licensed by Miami Shores Village.
Remarks._._ (Signed) M -
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.. � Date Z
Disapproved D e_
(Signed) t.— ._.. __...._ ...... _.
/� Y Notary Publi of Florida
� s
C BOARD ._.._ - ....
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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty
materials and /or workmanship.
Inspection Number: INSP -5223
Inspection Date: 04/06/2006
Inspector: Grande, Claudio
Owner: LAMB, PAUL
Job Address: 374 92 Street NE
Project: <NONE>
Contractor: J QUINTERO ROOFING CORP
Miami Shores Village, FL
Building Department Comments
Wednesday, April 5, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phor�j�: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Number: RF- 1 -06 -36
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - Repair
Phone Number (786)252 -4455
Parcel Number 1132060136430
Lot:
o
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Issue Date: 1/25/2006
Owner's Name: PAUL LAMB
Permit Type: Roof
Work Classification: Roof - Repair
Job Address: 374 92 Street 14E
Contractor(s)
J QUINTERO ROOFING CORP
Phone Primary Contractor
Yes
Comments:
REPLACE TERMITE DAMAGE AND WATER DAMAGE TO FLAT ROOF ONLY
ARUND THE EDGE IN THE BACK OF THE HOUSE
Additional Information
Miami Shores Village, FL
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 01/05/2007
Type of Work: Repairs Additional Info:
Classification: Residential
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 by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work
stated.
Building Department File Copy
Applicant Signature
Parcel #:
Block:
Section:
Permit Status: APPROVED
Permit Number: RF- 1 -06 -36
Phone: (786)252 -4455
1132060136430
Lot:
PB:
Total Square Feet: 2
Total Valuation: $ 1,600.00
Required Inspections
Roof in Progress
Final Roof
Fees Due
CCF
Education Surcharge
Permit Fee - Repairs
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$0.40
$100.00
$6.00
$2.50
$110.10
Invoice Number
RF - 1 - 06 - 23603
Total:
Amt Due Amt Paid
$110.10 cif Lx2.5
JAN 2 7 PAID
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
BUILDING
PERMIT APPLICATION
FBC 2001
$ Value of Work For this Permit cam% c:t`
Type of Work: ❑Addition
Describe Work:
Submittal Fee $
Notary $
Scanning $
Code Enforcement $
Training/Education Fee $
Radon $
Total Fee Now Due $ 110
(Continued on opposite side)
Permit Fee $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
C\1`.'" >
Permit Type (circle): Building Electrical Plumbing ... gsolie
Owner's Name (Fee Simple Titleholder) � ?4(A- (_4/_1 Phone # ' /f a ; ' 2S' yr '5
Owner's Address 3 C, / if 4 / 1/,, t $f .
City 1 ` . F . State ( Zip 7 ?3 / r
Tenant/Lessee 3e— fi /Cg— Phone #, —
Job Address (where the work is being done) 3 7 1 /114 4%
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO )—
Contractor's Company Name..• q U. Ai ("h -(,O FO f " r✓ Phone # , j 3 — ' . CCU — q 6
Contractor's Address 'is ~ 16 MU / 7 1f ,i iAl!fit i J� / / , CA Y 7 c,
City A (A AM State NC Zip :3:31 Z (c
Qualifier - A r f ®S " v 7 u.--q
State Certificate or Registration No. Certificate of Competency No. (CC 1? . --- - 7 3 )
Architect/Engineer's Name -f epptirnbTer A /7g Phone #
Square Footage Of Work:
['Alteration ['New Repair /Replace [' Demolition
01At) af c 4 ill f e_ i -" (' 7-4 e
.Master Permit No.
* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
100��
0.40
Structural Plan Review. $
'JAN 2 7 PAID
2 nS
Zoning Bond $
Permit No f OL Rr-1-06e36
CCF $ I - ZD CO /CC
Technology Fee $ Z . 50
Bonding Company's Name (if applicab
Bonding Company's Address
City State Zip
Mortgage Lend- s Name (if applicable)
Mortgage Le • er's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approv ,. and a reinspection fee will be charged.
Signature
* * * * * * * * **
chc 05/13/03
NOTARY I C:
Sign: `/
Print:
My Commis
APPLICATION APPROVED BY:
•
' °� Lionel E. to edos
esExpires October 13, 2008
* * Qi i o% nded Troy Fein • Insurance, Ins. 000485•7019
Signature
Co actor
The foregoing instrument was acknowledged before me thi
NOTARY PUBLIC:
Sig
Print:
My Co
Plans Examiner
Engineer
Zoning
Owner or Agent
The foregoing instrument was ac owledged bef ore me this
day of'sv , 200G , by 2 c. v/a/s-/ o , day of �41 , 2006 , by Ca -d' %5
w rsonally known to me or who has produced who is personally known to me or who has produced
As identification an who did take an oath. as identification and who did take an oath.
Wain • Into nce, Inc. 8 00.38b701y
*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
BUILDING CRITIQUE SHEET
6 4(xide
rzeif s
�-c- r /Q
Reviewer:
Claudio Grande C.B.O
305- 795 -2204 Ext 430
Miami Shores Village
Building Department
P 404-J /1-fteFY6L-e
sue_, akt
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No. /F l O(9-3
Job Name L ,4, 1 b
Date / / /0 /6 Go.
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A, B, C
1,2,3,4,5,6,7
Prescriptive BUR RAS 150
A, B,C
4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A, B, D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
JAM 0 5 2nri
ty Hurricane Zone Uniform Roofing Permit Application Form
ADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
INSTRUCTION PAGE
IMF- 1- ot� -3�
CO PL THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLJ 'FION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW.
ATTACHMENTS REQUIRED
1. Fire Directory Listing Page
2. From the Miami -Dade County Notice of Acceptance
NOA Cover Sheet
1► NOA Specific System Description
�► NOA Specific System Limitations
NOA General Limitations
It.. Applicable Detail Drawings
3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4. Other Component Notice of Acceptances
5. Municipal Permit Application
.. ••• • • • • • ••
6. Owners Notification for Roofin0Consi4eratib4 (ApDe idfk." F" Form) Re- roofing or
Repairs Only • • • • • • • • • • • •
.. ••• •• • • • ••
7. Any Required Roof Testing /Calculation Documentation
Any other additional data reasonably requirecr b•the Bu11rng r3ffi.cial
to determine the integrity of the roefiwg.systeim.. . • . • .
• • • • • •
.. • •
•• ••• • •
Page 1
... • • • • ... • .
• • • • • • • • •
• • • ... • • .
• • • • • • • • • • •
• .. .. • • • .. ..
0 .. • • • 00 . • •
Page 1 of 1
1
High Velocity Hurricane Zone Uniform Roofing Permit Application
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractors Name:
ot4 :11- er0 157i °l
Low Slope
E Asphaltic Shingles
E Prescriptive BUR -RAS 150
Section A (General Information)
Process No.
Job Address:
Roof Category
Mechanically Fastened Tile
0 Metal Panel /Shingles
0 Other:I
Roof Type
Ei New Roof 01 Re- Roofing E Recovering Irk Repair CI Maintenance
Are there Gas Vent Stacks located on the roof? 0 Yes G No
Roof System Information !!
Low slope roof area (ft.') I .) 00 Steep Sloped area (ft.') �— ! Total (Li I c.200 I
Section B (Roof Plan
Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width a'): I— Corner Size (a' x a'): . 1
• --
•
• •
♦ • . • • • •
• • •• • • • •
•
r
H
is •• ▪ .•• •• • • • 0 ••
•illtainr,a i�lr�>•lllllllllr�r II Ili 1111.1 llllllM
11111111111111WIENI IM11 a •IhMIIIift•III
• � ni1111lit111111011111 _.MillIMPOMI MINOIN111ii
II�■Itlll<t IMMI��•wFllh!l � • 1111111Ma^
1-
•
•
• • • • • • •
• • • • • • •
P: go ••• • • •
• • • • • •
•• •• • • • •• ••
• • • • ••• • •
Ei Mortar /Adhesive Set Tile
O Wood Shingles/Shakes
If yes, what type? 0 Natural C LPGX
Page 1 of 1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16.
fin 6
�ii1` �cti - c , w i 1 1
pfeel) vv'`f fuvcll over
.t irk e, 04 c'rj e .A f f ei„,
Page 3a
• • ••• • • • • • • •
•
• • •
• • • •
•
• • • •,• • • • • • • •
• • • • • •. •
• • • • • • •• • •
•••• • • •
•• • • • • •• • • • • • •
•• • •• • • •••
•• • • ••• • •
••• • • • • ••• •
• • • • • • •
• • • ••• • •
• • • • • • • • •
• •• •• • • • •• •
••• • • • ••• •
Parapet Walt Height Ft,
Mean R o of Height F t.
Page 1 of 1
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
This NOA renews NOA #02- 0408.10 and consists of pages 1 through 31.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
RENED
Mk 2
eeeeeeeee , ca
.. •
• •
•
•
•
•
... • • . •..
• • • •. •• •
• • • • • • •
• ••• • • • •
• • • . • •
. • .. • • • •••
MIAMI -DADE COUNTY, FLORIDA
• • METRO- DADELAGLEjt
% ES'j FLAGbER gltEtT; StrIte 1603
• • • • mum, FLORIDA•3
305) 375 -2901 FAX (305) 375 -2908
• • • _•
•• --
••• •.
• • •
• • •
•
• • • • • • • • • •
SCOPE:
This NOA is being issued under the applicable rules andrr a�iobs cvijming use of construction materials.
The documentation submitted has been reviewed by the O accepted b e Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10 /23/03
Page 1 of 32
Membrane Type: SBS
Deck Type 1: Wood, Non - insulated
Deck Description: 19 / 3 2' or greater plywood or wood plank
System Type E-2: RUBEROID® Tile Underlayment, Base Sheet mechantcajly atjac4ejir.
All General and System Limitations shall apply.
Anchor sheet:
Ply Sheet:
Membrane:
Maximum Design
Pressure:
Maximum Slope:
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GAFGLAS® #80 Uhlman' Base Sheet, RUBEROID® 20 base sheet or Tile -Mate
Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end
lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the
2" side lap, and two 12" o.c. staggered rows along the center of the sheet.
(Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exPlyTM 6
sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID® 20
adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbsJsq.
One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS
Heat- WeldT Granule, RUBEROID®. SBS Heat We1dTM PLUS, Tile -Mate
Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a
right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV
asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane
shall be backnailed to deck with approved annular ring shank nails and tin caps in
accordance to applicable Building Code. No nails or tin caps shall be exposed
* Membrane may also be installed parallel to the slope of the roof (i.e. strapping).
If membrane is strapped, then anchor sheet and ply sheet must also be strapped.
Refer to tile manufacturer's NOA.
Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120
and applicable Building Code.
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 30 of 32
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WOOD DECK SYSTEM LIMITATIONS: • • • • •
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1 A slip sheet is required with Ply 4 and Flex Ply 174 6 when used as a Ihapicatly . f %te . l base or • • • •
•
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anchor sheet. • ••• ••• • '•' '•
2. Minimum 1 /." Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the
wood deck. • . . . . .. ••• • • •
• • •
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GENERAL LIM TATIONS: •
......
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20- 40lbs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03- 0501.02
Expiration Date: 11/06/08
Approval Date:10/23 /03
Page 32 of 32
Memorandum
TO: Arby Quintero
From: Paul Lamb
Date: September 26, 2005
Subject: City Permits
Dear Arby,
There is a pending permit application that must be completed by you. As discussed I will
pay the associated fees in reference to this permit. Please do not delay this matter any
further as the roof is open for about 2 weeks now.
Attached you will find the Permit application which requires your signature and that it be
notarized. This is found on the second page. Also, on pages: 3 -10, you must supply
required information, which as well requires your signature and a notarization.
If you have any questions and /or concerns, please let me know so that we may be able
to expedite this as soon as possible. You may also contact Olga Mari as well with any
inquiries (786- 273 - 4125).
Once all has been completed I would very much appreciate if you can get in contact
with Olga Maria or me to discuss delivery to the Miami Shores Village Building
Department.
Best,
Paul Lamb
Office: 786 - 273 -4124
Mobile: 786 - 252 -4455
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GsOTsonm|CaL
ENVIRONMENTAL
HYDROGEOLOGY
ASBESTOS
Miami, October 31, 1994
Mr. Pablo Coig
THE GOOD SHEPPARD ROOFING, CO.
61 N.W. 20th Street
Miami, FL 33127
Re :
Dear Mr. Coig
In accordance with your
CORP., has performed an
Protocol PA-106 and the
October 28, 1994 at the
Engineering Corp., is a
The purpose of our inspection was to determine the uplift
capacity of the existing roof tiles for the one story
residence at the above referenced project.
On October 28, 1994 our field engineer visited the site and
conducted Forty Five uplift tests on the roof tiles. All
tests were performed according to the South Florida Building
Code Section 3404.3 and protocol PA 106-94. The following
is a summary of results :
The subject Roof consisted of 10 x 16 Spanish " S " roof
tiles mortar set.
TEST NO
1F
2F
3F
4F
5F
Field Test Results are :
A/ OS,WAMOMU
DYNATECH ENGINEERING ��NGINEERING CORP.
Permit No. 36769
Residence at Little Residence
374 N.E. 92nd Street
Miami Shores, FL
TEST LOCATION
TESTING LABORATORIES
DRILLING SERVICES
INSPECTION SERVICES
ROOFING
authorization, DYNATECH ENGINEERING
Uplift Test in compliance with
South Florida Building Code on
above referenced project. Dynatech
certified Dade County Testing Agency.
See Attached Diagram
See Attached Diagram
See Attached Diagram
See Attached Diagram
See Attached Diagram
FIELD UPLIFT PULL TEST
Greater
Greater
Greater
Greater
Greater
Than
Than
Than
Than
Than
40 LBS
40 LBS
40 LBS
40 LBS
40 LBS
750 West 84 Street, Hialeah, FL 33Ol4-36lQ" Phone (3O5) 02@-7499" Fax (]05)828-g5g8
Page No. 2
374 N.E. 92n Street
Miami Shores, FL
6F See Attached Diagram
7F See Attached Diagram
8F See Attached Diagram
9F See Attached Diagram
1OF See Attached Diagram
11F See Attached Diagram
12F See Attached Diagram
13F See Attached Diagram
14F See Attached Diagram
15F See Attached Diagram
16F See Attached Diagram
17F See Attached Diagram
18F See Attached Diagram
19F See Attached Diagram
20F See Attached Diagram
21F See Attached Diagram
22F See Attached Diagram
23F See Attached Diagram
24F See Attached Diagram
25F See Attached Diagram
26F See Attached Diagram
27F See Attached Diagram
28F See Attached Diagram
29F See Attached Diagram
30F See Attached Diagram
31F See Attached Diagram
32F See Attached Diagram
33F See Attached Diagram
34F See Attached Diagram
35F See Attached Diagram
36F See Attached Diagram
36F See Attached Diagram
37F See Attached Diagram
38F See Attached Diagram
39F See Attached Diagram
40F See Attached Diagram
41F See Attached Diagram
42F See Attached Diagram
43F See Attached Diagram
44F See Attached Diagram
45F See Attached Diagram
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LEIS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LI3S
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Greater Than 40 LBS
Page No. 3
374 N.E. 92nd Street
Miami Shores, FL
All test results were found in compliance with the South
Florida Building Code and protocol PA 106-94.
It has been a pleasure working with you and look forward
to do so in the near future.
Sincerely yours,
Wissam Naamani, .P. E.
DYNATECH ENGINEERING CORP.
Engineer Florida Reg. No. 39684
Special Inspector No. 757
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DYNATECH ENGINEERING CORP.
THE GOOD SHEPPARD ROOFING, CO.
Project: .374 N.E. 92nd Street
Miami Shores, FL
z5
Date:
10 -28 -94
Drawn by: SC
Revised : Wn