ROOFINGPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date //- / - y C Job Address /,7/ /'/ 9 Tax Folio / / -_”tsi - /3 -3/4- U
Legal Description 1, y/4.P /t f v // 7 '�,e�i1 q 9'3 Historically Designated: Yes No �j�
Owner/Lessee / Tenant p`� J c'V O RG/e ,- Master Permit # `'� 92
,``'°
Owner's Address / 0 7/ C/ 5 'or
Contracting Co.,./44efe .5 G //; o R.
Qualifier Jq ir'e-S Gc
E �
Signa a of own�f'and/or Condo President
Notary as to Owner an . or Condo President
My Commission Expires: rws\s www.Ns.;,..4.nt ss ,\%.%% \s\\\%\s,
< ,P •�. e ms Notary Public, State of Florida �(
< rF o�' M Commission Expires 06/26/00 ((
1-800-3- NOTARY -Fla. Notary Service Boob °8 Co. i (
AY pb Cresent Marriott
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< . ;, � o Commission No. CC 547982 ,<
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FEES: PERMITIA8.00 RADON
a t
j1/1 /96
Date
APPROVED:
Zoning Building
Mechanical Plumbing
Phone
Address //—
SS# / - Phone G - - 3 o y
State # fie 4 d 3 n k e Municipal # 7/ Y 9 Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION /9€ /l �� , /e� - ,S 4 _Z v - /
g/Z aft^ goi-r7
Square Ft. 3 (4-o Estimated Cost (valuef 2
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 above -named contractor to do the work stated.
C.C.F /000(0 NOTARY
ure of Contractor or Owner- Builder
ff
Notary as to Contractor . S Q, vaetitiktm� ,, " v<,,,..4,4,44.,.... " "
My Commission Expires C o�'PY ''t<5. Cre Cresent Sarno Florida
t C < .. Notary
N Commission No. CC 547982 ,<
+l 'oF r`o My Commission Expires 06/26/00 )<
< 1.800 3 NOTARY • Fla. NaarY Service & Bond Co. a
? «uaeuauaauata
Electrical
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BOND 3 O
TOTAL DUE y/6 o ho
Engineering
• NOTICE OF COMMENCEMENT
t' RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. // - ®/3 - 3/‘6
STATE OF FLORIDA:
COUNTY OF DADE: 96 8508 + 16 1996 NOV 05 11:05
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: % o Io -/4 co-ad7//7 . /,,73
/07/ r/- 901' .sr
2. Description of improvement: f"'e A; -a7 /��'c e.. a% ., -r.eJ S S l o - ce /94 S /9
3. Owner(s) name and address: /11 tfL0- ,94 e zPe/,
/69/ /Ye ,c7 - s'A
Interest in property: /^ f
Name and address of fee simple titleholder:
4. Contractor's name and address: -h * r 4ic .4110.64-
/ /4-O /yam a4fry
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: 1rlf
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Signet a of Owner
Print Owners Name /Ol"/`/ f ,v
Sworn to and subscribed before me this . day of /y . , 19 C1 '6'
♦«‘\‘‘%%%∎w,a% %%a«%%a«tiv 09s . / / 4 . 1 7 / `l' L% a a-o
Q, 'pr t Marriott vas Cresen r74. . 33 / 2 C
Notary Public
Print Notary's Name C - i2E3 ,4 /}i: /e , ` 'i ,F Commission No. CC 547982 ;'
0 My Commission Expires 06/26/00 , <
My C= mrriseicn Expires: /C, � , 1. 804?- NOTAEY- F ay S..:.iee& BcadiagCo.
p � / G kerfewaaea« eememeueeaaeaaaataatle
STATE OF FLORIDA, COU 1T 0 DADE
HERESY CERTIFY tna this is a true cop the
d4
originaifled in his office on �l
�—J
A. O. i9
W ET ET S y hand and Official Seal. • County Court()
CLER ' •� cai . _ ; - .
By
Prepared by: -.1 s ac. ‘ 0
i
, tate of t of nm
123.01-52 2193
Job Address: / / /yi } ,7 — Contracto j,,,e5 C// o Process No.
GENERAL:
Type of Roof System Assembly to be Applied:
Manufacturer of Roof System Assembly:
Product Control Approval Number:
System Number from Product Control Approval:
12307 -188 994
Base Sheet:
Fasteners:
Ply Sheet(s):
Cap Sheet:
Asphalt:
APPENDIX 'E'
METRO -DADE UNIFORM BUILDING PERMIT
SECTION II
BUILT -UP APPLICATIONS AND
MODIFIED BITUMEN SYSTEMS
ip?
(,i9F
Oi'V .(9Z
(Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System
Guide Specification. )
( Note: If a minimum roof system is to be applied, describe all
components within the system and list the manufacturer of
each component. DO NOT complete this section if system is
Product Control Approved. )
( Note: No insulation system is acceptable under the minimum
roof category. )
Complete the following for all Roof System Assemblies:
Built -Up Applications and Modified Bitumen Systems
Page -1
Job Address:
(Check one of the following)
Recover Re -roof: New Construction
If a recover, is the existing Roof System Assembly
to be used as a bonding substrate ?: Y
If YES, has an ASTM E907 test been carried out
to confirm adhesion of the existing membrane to
the substrate ?:
(If 'yes', attach ASTM E907 test report. )
Proposed Fastener:
(Attach withdrawal resistance test report. )
Has the deck been examined for moisture ?:
(Provide data confirming compliance with
Section 3401.9(c) . )
THE SYSTEM:
All Roof System Assemblies in the Product Approval have a variety of options. Briefly
describe the Roofing Components to be used in the Roof System Assembly and attach a copy of
the manufacturer's published specification:
Deck:
(Briefly describe )
Insulation:
( Type, size and method of attachment,
if applicable )
Base Sheet or Ply:
(Type and method of attachment )
Contractor Process No
r/ 7/9 -
Ply Sheet(s):
( Type and method of attachment )
Built -Up Applications and Modified Bitumen Systems
Page -2
-� Y N
4
oC
Y
c
Deck Type 1: Wood, Non - insulated
Deck Description: 19 / 32 " or greater plywood or wood plank decks
System Type A(1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base Sheet:
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure: -45 psf.
Specification No.: None
Product Control No IS-1201.2
Gafglas® #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas Stratavent or Ruberoid 20
applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " tin
caps at a fastener spacing of 12" o.c. at the lap, 18" o.c. in two rows staggered
along the center line of the sheet in the field. j
Two or three plies of Gafglas® Ply 4 orGafglas Ply 6® ply sheet adhered in a full
mopping of approved asphalt at an application rate of 25 IbsJsq. ± 15 %.
(Optional) One ply of Gafglas® Mineral Surfaced Cap Sheet aAred in a full
mopping of approved asphalt at an application rate of 25 lbs./sq. ± 15 %.
(Required if no cap sheet is used) Install one of the following:
Maximum Fire
Classification: 'A'. See General Limitation #2
Maximum Slope: 3 ":12 "; See General Limitation #3.
1. Grundy AL MB aluminum Roof Coating with an application rate of
1.5 gal. /sq.; or GAF Weather Coat Emulsion with an application rate
of 3 gal. /sq.; or GAF Fibered Aluminum Coating with an application
rate of 1.5 gal. /sq..
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus
gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq.,
respectively.
Gil Diamond, P.E.
19
UL airtaeiN Safi MOO kfii ' . Wiwi Sped lattons
i ons
. - 0-3-6, I --3 G, N4-0,
F - 0-3-G
, NN-B -3 -
G
A 1 -04-d, "_.: _ C -: 3' i 1 -0-4 -0, I N-8-4-G,
_
:.�. �i..._.;_... _ 0-4-G. NN -8-4 -G
A M 0 } 7 27. k -8 -3-M
A = U : '- J -" N
-" N -8-5 -M .."
A IN : _ :' - - -: ii-B-3 44
A L4 C : ' , . , . �: '. ' .. 1- 0-4-4, I- 13 -4 -M, NN- 0-4 -M,
NN -B-4 -M
A M C ` - 4' " S - --' 1- 8- 544, Nil-B-5-M
II 1IC . -4 1-0.3-4, NN -0-3-M
• 1- 1- 4-M,1 -B 444, NN- 0-4 -M,
f.: ..:ray - • NN -B-4 -M
A " ti ``,• ;'a', .. • -..; - I'. -• :. - : _ . 1 - & NN -8 -544
A GFAC _..: ' NC' ° .: -- -, • , .:.3 .. _ - , I.0,3-0
A GFAC "; ..: r ' ` 3: 4 : ` zt , 1 - 0.4 C. 1 -B-4 -C
OW "" fi~ 9 '' ' J43-lr, NN- o-3 -c,
1- :.;-;t -, : ;y . B-3-C, N - 8 - 3 - C
A • : ' fit - i. ' ' - ° 6 4 - c,1 -4-C NN- 0-4-C
• ,
, ,. - . x " = `' NN- B-4-C. N -B-4 -C
B M -• "lit,-- r U¢' :: _ -0-3-M. I- B -3 -M, N- B-3 -M,
C: - . : =9112' 4: -4.--",_ 1-0- 4- ,1- B-4 -M, NN -0-4M,
:._ 4 - ,.. : , , NN- 8-4 -M, N - -
8 M . : . 3 l%2' . $ . `.145 -M, NN- B -5-M, N -B -5 -M
B • G W C E C '' '` ,- 1' 3 I-8-3-C, I- 8 -3-C, N- B -3-C,
' NN- 0-3-C, NN -8 -3-C
8 - GWCE. C , 112' 4 .' . '' 1 I - 8 NN-0-4 -C,
-. .. . :: 7 "' NN-13-4-C, N -8 -4-C
C : OSR8 ' . . C - z 1,7 ` . �-0 -3-C, I- B -3-C, NN -0-3-C,
NN- 8-3-C, N - &3-C
C EISRB = : ll$' -. 4 "141;4t, 1-13-4-C. I4N- 0-4
NN- a-4-C. N - - -
C GWCf .. ' C - _' .11 - 9 I41=3 -C, I- B -3-C, NN-0-3-C,
.. _ _ , NN- B -3-C, N-8 -3-C
G - Oa • C . ; :. , 1i "- 1- 0-4-C, I- B -4-C, NN-0.4 - C,
NN- B-4-C, N - - -C
IMITJWYJ
co..rd.Anow
6
GAFGLAS UL Systems' Ratings Key to UL Systems' Ratings Chart
Design Considerations
1. Surfacing
G = Flood coat of asphalt and 400 pounds of gravel or 300 pounds
of slag
M = GAFGLAS' Mineral Surfaced Cap Sheet
GFAC = Grundy Fibered Aluminum Roof Coating'
GWCE = WEATHER COAT' Emulsion
GSRB = GAF Materials Corporation Special Roofing Bitumen
2. Substrate
C = Combustible and noncombustible decks
Combustible = Wood planks, boards. etc.; plywood, oriented
strand board; minimum '/: inch thick plywood or OSB.
NC = Noncombustible only = steel, poured and precast
structural concrete, lightweight insulating concrete, structural
woodfiber, etc.
3. Slope
Maximum slope. in inches per foot. allowed.
U = Unlimited slope
4. Plies
Number of plies of felts in the specification, and includes any base
sheets and cap sheets.
5. Insulation
Except for insulated specifications postscripted 11, all insulated
specifications may, as an option, include any of the following
insulations in any thickness: periite, wood fiberboard, glass fiber,
polyisocyanurates, periitelsocyanurate composites, and wood
fiberboard/isocyanurate composites. For postscripted
specifications, periite, wood fiberboard, and glass fiber, any
thickness are required.
Note: Type G2 asphalt glass mat base sheet (GAFGLAS 175 Base
Sheet) is a suitable alternate for Type G1 asphalt glass fiber ply sheet
(GAFGLAS Ply 4 or GAFGLAS' PLY 6) in the Class A, B, or C roof
systems indicated above.
The roof deck may first be covered with a Type G2 asphalt glass
mat base sheet (GAFGLAS STRATAVENT• (Vent Ply) Perforated or
GAFGLAS STRATAVENT (Vent Ply) for Nailable Decks. 'Perforated'
to be mopped, and 'Nailable' to be mechanically attached granule
side down.
As an option, Type G2 asphalt glass mat base sheet (GAFGLAS
175 Base Sheet or GAFGLAS STRATAVENT (Vent Ply) for Nailable
Decks) may be substituted for G1 asphalt glass fiber ply sheet
(GAFGLAS Ply 4 or GAFGLAS PLY 6) as the nailed base ply in the
above systems.
Bottom ply or base sheet may be solid mopped, spot mopped, or
mechanically fastened. All insulations are mechanically fastened.
GAFGLAS Flashing or RUBEROID°' may be used for flashing in any
of the Class A, B, or C systems listed above.
Crushed stone or slag are suitable alternatives for gravel in any of
the Class A, B. or C systems listed.
Factory Mutual (FM) Approvals
GAF Materials Corporation has extensive FM Approvals and
Acceptances (in the cases of installations over combustible wood
decks) of its GAFGLAS Built Up Roofing Systems. Those Approvals/
Acceptances depend on substrate, number of plies, type of insulation,
thickness of insulation. density of GAFTITE" Fasteners, surfacings/
coatings, etc. Refer to the current FM Approval Guide or contact GAF
Materials CorporationTechnical Services for specific situations.
Be advised that FM Approvals are often specified on installations
not to be insured by FM Underwriters and actual needs may be
misinterpreted. Discussing such situations with GAF Materials
Corporation Technical Services may serve to clarify actual job
requirements.
' Made by Grundy industries. Inc.
CORPORATION
Nailable Desk
Sheathing Paper
(II required)
GAFGLAS
Mineral Surta .d
Cap Sheet
2' Side Lap
GAFGLAS
Base Sheol
(see below)
GAFGLAS Ply
GAF
- Rooting
Asphalt
2" Side Lap
North, South, and West Zones
Nailable decks up to 6 inches per foot slope. Wood, poured gypsum, precast
gypsum planks, other acceptable precast nailable decks For lightweight
insulating concrete decks, see page 9.
Materials Approximate Weight Per Square
Sheathing paper (1 ply, if required)
GAFGLAS Base Sheet
GAFGLAS Ply (2 plies)
GAF Rooting Asphalt
Interplies
Cap Sheet
GAFGLAS Mineral Surfaced Cap Sheet (1 ply)
11-69 lbs.
22 lbs.
50 lbs.
25 lbs.
76 lbs.
Total 184 -242 lbs.
Guarantees Available
Specification Liberty Guarantees
N- B- 4 -M/P6
N -B -4 -M
15, 2 +10, 10, 5 +5, 5 yr. South and West Zones
only, Lightweight Insulating Concrete.
(See page 9.) •
2 +10, 10, 5 +5, 5 yr.
50
GAFGLAS' "' Specifications N- B- 4 -M /P6 and N -B -4 -M
Specifications
General
Application recommendations detailed on pages 23 -26 shall apply in addition
to the following recommendations and specifications.
Application of Roofing Membrane
1. Over entire surface, lay one ply of sheathing paper where applicable. Lap
each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place.
2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet,
lapping each sheet 2 inches at edges and not less than 6 inches at end laps.
Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail
down center of sheet in two rows with nails spaced at 18 inch intervals in each
row. Use fasteners with integral metal heads at least 1 inch in diameter or
square that are recommended by GAF or the deck manufacturer. (See
"Special Instructions" below.)
3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle
fashion; lapping each sheet 19 inches over the preceding sheet; solidly
mopping to the undertying base sheet to provide three plies over the entire
roof area.
Asphalt Requirements
lnterp(y moppings of GAF Roofing Asphalt must be applied in a continuous
film and shall consist of approximately 25 pounds per 100 square feet of roof
area with a tolerance not to exceed 20% plus or minus. The appropriate
asphalt for the slopes involved must be used.
Slope per toot Asphalt Type
Up to 3" Steep ASTM Type III
3"- 6" HT -Steep ASTM Type IV
On slopes up to 1 /2 inch per foot, Flat ASTM Type II may be used except in
Florida, Texas, New Mexico, Arizona, and California.
Surfacing
Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the
application instructions on page 26, so that the laps are offset from the laps of
the ply sheets.
Special Instructions
1. See recommendations for use over gypsum decks on page 8.
2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT^' (Vent
Ply) for Nailable Decks required for freshly poured gypsum decks, GAFGLAS
#75 Base Sheet, GAFGLAS PLY V', and GAFGLAS Ply 4. For wood decks
and structural woodfiber decks, when GAFGLAS Ply 4 or GAFGLAS PLY 6 is
used as a base sheet, a sheathing paper is required.
3. See "Nailing of Base Sheet," page 24.
4. For roof slopes exceeding 1 inch per foot, all ply felts must be back - nailed
4 inches in from the back edge of the felt. (See "Installation on Steep Roofs,"
page 10.)
UL Classification
UL Class
Substrate Slope
A
A
B
C
NC
C
2"
3"
3 '/2"
UL Chart Key
1. Substrate
C = Combustible and Noncombustible
Combustible = Wood planks, boards, etc., plywood (min. 15 /32 inch
thickness), oriented strand board (min. 1 /2 inch thickness).
NC = Noncombustible only
Noncombustible = Steel, poured or precast structural concrete, lightweight
insulating concrete, gypsum, structural wood fiberboard, etc.
2. Slope
Maximum slope allowed, in inches per foot.
Job Address: Contractor Process No.
Top Ply:
( Type and method of attachment )
Surfacing:
//g
Type, if applicable )
Flashing Materials:
( Type and method of attachment )
ty
0/+'ri/a 4 5 s
d'V Ste et i tt /
/ 4sh,„( 1J1.4.,-e - F4/
Pct I/e,f ' Adz,
Built -Up Applications and Modified Bitumen Systems
Page-3
Job Address:
Contractor
Process No.
T
inches
1
inches
T
inches
FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE
UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND
INSULATION LAYER(S). (Where Roofing Component not used in
Roof System Assembly, fill in with "N /A ".)
Surfacing
(bnefiy describe, I tiG
oppikado
Top Ply: (a - e" /*y
Bonding Material: /V� //4
Pty Sheet(s): o� 6A1 174
- Bonding Material: /c/07 7;9
Fastener YiuFr.
(�(bawskein snautrd)
Base Sheetgfln f 7S - a 4 f b5S
Bonding Material:
(i/baar as bonded )
Fastener.
Wrap unadanon layer
week afICA.i)
Top Insulation Layer.
Wiwi* )
Bonding Material:
(r/top uwlanow z.....„...
Layer banded )
Fastener.
i/wdenow
meek urarA.d)
�
Insulation:
Bonding Material:
�V��etuder.
Primer
(4/
EC r-
T / z I ! )'R I , a
Gage or Thickness:
Denary, ifconcrets deck: _
Built -Up Applications and Modified Bitumen Systems
Page -4
Job Address:
Contractor
PERIMETER DETAIL #1: Parapet Wall Detail
Process No.
Coping Cap
Gage:
Fastener
Spacing: _ o.c.
Clip Type:
Clip Gage:
Deck Type:
Sketch Roofing Component which make up Roof
System Assembly at Perimeter Parapet Walls.
Insert leaders indicating Roofing Component names.
dimensions, thicknesses, etc.
Include flamer type and spacing used for wood_
blocking attaclunent
Pi
ccle
Deck Type: of-o
4
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Areas to be Flashed
Insert leaders indicating Roofing Component names.
dimension, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
G /ass 71>i 75.--#
PERIMETER DETAIL #2: Flashing Detail
Built -Up Applications and Modified Bitumen Systems
Page -5
Job Address:
Contractor
PERIMETER DETAIL #3: Gravel Stop or Drip Edge
Process No.
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gravel
Stop or Drip Edge.
Insert leaders indicating Roofing Components names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
Gravel
Gage:
Fastener-
SpA
Clip Type:
Clip Gage:
■11W
Dedt Type: W44-* t7
ff\f
Sketch Roofing Components which make up Roof
System Assembly at Perimeter Edge with Gutters.
Insert leaders indicating Roofing Component names,
dimensions, thicknesses, etc.
Include fastener type and spacing used for wood.
blocking attachment
Gutter Type:
Gutter Gage:
Fastener
Spacing:
Deck Type:
PERIMETER DETAIL #4: Gutter Detail
Built -Up Applications and Modified Bitumen Systems
Page -6
Job Address:
Contractor
PERIMETER DETAIL #5: 'Other' Detail
Process No.
Sketch Roofing Components which make up Roof
System Assembly at any 'other' Perimeter Condition
which may exisit
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
Sketch Roofing Components which make up Roof
System Assembly at any'other' Perimeter Condition
which may exisit
Insert leaders indicating Roofing Component names,
dimensions, thickesses, etc.
Include fastener type and spacing used for wood -
blocking attachment
ass /1
40-e p c)1,41:ft
1,
-pC I D 1)eCK lib' 7 G
PERIMETER DETAIL #6: 'Other' Detail
Built -Up Applications and Modified Bitumen Systems
Page -7
Job Address: Contractor Process No.
Insert Building and Parapet Heights.
(!f no Parapet carts, mien 'N/A")
Also insert applicable information pertaining
to the building below.
(See ASCE 7 -88 Fact Sheet Attached )
Exposure Category:
Classification Category:
At Hurricane Oceanlinel: Y N
Buic Wind Speed at
Building Location: 110 mah
Building Condition based on
% of Openings:
GROUND LEVEL
r f eet
BUILDING INFORMATION #1
Built -Up Applications and Modified Bitumen Systems
Page -8
Job Address: /2/ Pie 9 ' - ContractorjAWe5 G /ic
Sketch Roof Plan indicating all dimensions, any slopes,
roof drams, crickets, or roof top equipment. Also insert
variable labeled "a" which indicates perimeter and corner
dimensions per Chapter 23 of the South Florida Building
Code
( See ASCE 7 -88 Fact Sheet Attached )
F�
E
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions
Built -Up Applications and Modified Bitumen Systems
Page -9
Process No.
Job Address: Contractor Process No
— FOR PLAN EXAMINER USE ONLY —
Roof System Assembly Product Control Approved:
If NO, note any deficiencies:
Design Pressure Requirements:
Field: psf
Perimeter Areas: psf
Corner Areas: psf
Note any limitations:
Reviewed Details ?: Y N
Notes:
Built -Up Applications and Modified Bitumen Systems
Page-10
Job Address: Contractor Process No.
Reviewed Field Test Data ?: y N
Notes:
Additional Notes:
Built -Up Applications and Modified Bitumen Systems
Page -1l
Plan Examiner
Mt?� AOE METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE FLAMER BUILDING
Altura Tile
Alfareria del Turbio, S.A.
Barquisimeto, Venezuela
Your application for Product Approval of Altura Tile Nall -On. Mortar or Adhesive Set Clair "Altura S" 'Roofine
Lila under Chapter 8 of the 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 Redland
Technologies, The Center for Applied Engineering. Inc., and Testwell Craig Laboratories & Consultants, Inc.
has been recommended for acceptance by the Building Code Compliance Department to be used in Dade' County,
Florida under the specific and standard conditions set forth herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Department: reserves
the right to require testing of this product or material should any amendments to the South Florida BuildingCode be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.: 94- 0914.0t
FEB 1 1 997
EXPIRES:
- PLEASE NOTE -
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS..
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under
the conditions set forth above.
APPROVED:
PRODUCT CONTROL NOTICE OF ACCEPTANCE
FEB 7 ?1995
Raul Rodriguez
Product Control Division
Supervisor
BUILDING CODE COMPLIANCE DEPARTMENT
SURE 1603
METRO -0A0E FLAGLERi BUILDING
140 WEST FU.GLER STREET
MIAMI, FLORIDA 331304563
(305) 775 -2901
FAX (305) 3 -2909
Charles Danger, P.E., Director
Building Code Compliance Department
Metropolitan Dade County
Applicant:
:Altusa Tile
Alfareria del Turbio, S.A.
Barquisimeto, Venezuela
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
Category: Prepared Roofing
Sub - Category: Tile
Zy: Nail- on/Mortar Set/Adhesive Set
Sub -Tvpe: Clay
S Deurietien
Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof
tile for nail -on, mortar sat or adhesive set applications. All tile is manufactured from natural Venezuelan
Clays. 11 _ t .
I VI
Refer to aoQropriate
Product Control Approvals for other tile profiles.
The "Altusa S" vile profile is available in a variety of natural clay colors and has matching trim
pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all
profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also
available.
Altusa roof tiles have been tested in compliance with the South Florida Building Code
requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for
the "Altusa S" nail -an tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for. the
"Altusa S" profile drawing. The "Alrusa S" profile has been tested for both wind characteristics and
static uplift performance, therefore, any consideration for installation shall be done as a 'Moment' Based
System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval.
Almar (USA), Inc. + located in Miami, Florida, is the sole approved importer under contract for
selling and distributing Altusa products in the South Florida jurisdiction.
Contact:
Carlos 3. Fernandez
General Manager
Altusa Tile, Almar (USA). Inc_
6645 Northwest 77th Avenue
Miami, FL 33166
(305) 471 -5830
1
Raul Rndriguv.
Product Control No.:
Approval Date:
Expiration Date:
94- 0914.01
FEB 2 2 1955
FEB 1 4 1991
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Test Product
Product bfinsinbana Specijjcationa Ott
Altusa'S' Clay Roof 1== 18'/:' ASTM C 1167 High profile, interlocking, one - piece,
Tile w = 10" 'S' shaped, clay roof tile equipped with
'4" thick two nail holes and a single roll. For
direct deck nail -on applications only.
Trim Pieces
■ varies
w = varies
varying thickness
ASTM C 1167
Raul RodriLiui.i
Product Control No.: 94- 0914.01
Accessory trim, day roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each
tile profile.
attS1luct
#30 Felt
#43 Coated Base
Sheet
Mineral Surface Cap ✓
Sheet
Rainproof 11
Dimeninionu
N/A
N/A
N/A
Lenzingtex -ZB 140 59" x 164' roll
Underlayment 22 lbs/roll
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
ice and Water Shield 36" x 75' roll
Mopping Asphalt ✓
Flashing Cement
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
N/A
N/A
Test
Specifications
ASTM D 226
type 11
ASTM D 2626
ASTM D 249
PA .104
PA 104
PA 103
ASTM D 312
type III or IV
ASTM D 4586
3
Raul ROtiriguez
Product Control No.: 94 -0 ,14.01
Product
1188=181112st
Sa urated organic felt
to beusedasanailed
anchor sheet.
Saturated and coated
organic base sheet for
single or double ply
underlayment.
Mineral surfaced
asphalt roll roofing
for use as a top ply in
a double ply
underlayment system.
Single ply, nail -on
underlayrnent.
Single ply, nail -on
underlayment with 2"
self - adhering tqp
edge.
Self - adhering
underlayment for use
as a top ply in a two
ply underlayment
system with approved
#30 or #43 as the base
layer.
Asphalt for bonding a
mineral surface cap to
a mech. attached base
sheet in a double ply
underlayment system.
Cut back, asphalt
based, asbestos free,
fiber reinforced,
trowel grade cement
for repair and flashing
applications.
Mhnufecturer
generic.
generic
generic
Lenzing
Performance, Inc.
PCA #94- 0527.05
Protect-O -Wrap, Inc.
PCA #94- 0714.01
W.R. Grace Co.
PCA li92- 1116.01
generic
generic
product
Asphalt Primer
Roofing Nails t,
Tin Caps
Wood Battens
Tile Nails
Tile Screws
Root Tile Mortar
( "TileTiteTM ")
Roof Tile Adhesive
( "Polypro41) AH I60 ")
pimcnsiong
N/A
Min. 12 ga. with
'/," head
min. 32 ga.
min. 1'4" o.d.
max. 2" o.d.
verncal
min. 1" x 4"
hco4‘1ntal
Min_ 1" x 4" for use
with vertical battens
or
min.. l" x 2" for use
alone
min. 8d x 2'h" or
min. 10d x 3"
'trip. #8 x 2'h" or
min. #tiOx2"
wA
N/A
Test
$rectifications
ASTM D 41
PA 114
Appendix E
PA 114
Appendix E
Wood Preservers
Institute LP - 2
PA 114
Appendix E
PA 114
Appendix E
PA 123
4 1 f
Raul Rodriguez
Product Control No.: 94 -09 t4 01
Product
ihntisition
Cut back, asphalt
based coating used to
facilitate bonding of
dissimilar materials.
Annular ring shank,
hot dipped, electro or
mechanically gale.
roofing nails for use
in underlayment
attachment.
Corrosion resistant
circular disc for use in
underlayment
attachment
Salt pressure treated
or decay resistant
lumber battens
Corrosion resistant,
screw, smooth of
annular ring shank
nails.
Corrosion resistant,
coated, coarse thread .
wood screws.
Prepared mortar mix
designed for mortar
set roof tile
applications.
See PCA Two component
polyurethane adhesive
designed for adhesive
set roof tile
applications.
r? /
•
.��
Manufacturer
generic
generic !
generic
generic
generie
generic
Bermuda Roof
Company,' Inc.
PCA #94- 0614.01
Polyfoam Products,
Inc.
PCA #94- 0401.01
Test
!UAW Dimensions Specinci oni t
DProd Produu c t
htlitaf8EIMECL
PA 114 Corrosion resistant :generic
Hurricane Clip & Cdi Jal Appendix E bronze, aluminum,
� N
Fasteners min. �4 Width
min. 0.060" thick stainless steel,
galvanized steel or
� � plastic attachment
min. 8d x 1'h" clips for supplemental
tile attachment. Clips
are installed with
corrosion resistant
roofing nails
compatible with the
clip. A hurricane clip
is required on all eave
tiles.
Valley Flashing
Drip Edge
ASTM A 525
min. 26 ga.
min. 16" width
min. 26 ga. PA 111 Galvanized steel drip generic
min. 2" face flange edge
min. 2" deck flange
'4 37 3
5
A
Raul Rodri__ua
Product Control No.: 94 -0914 01
Galvanized steel
valley flashing
generic
Test A_vencvv
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, lne.
Testwell Craig Laborato
& Consultants, Inc.
'Letter Dated Aug. 1, 1994
P0647 -01
PO402
Project No. 307025
Test MMDC -78
TEST REPORTS
Test Identi er
7161 -03
Appendix 111
7161 -03
Appendix Iii
25- 7200 -1
94 -084
94-083
7161 -03
Append 11
Lab #AAP -2
Tech: A. Porcello
Product Control No : 94- 0914.01
Teat Name/Renort
Static Uplift Testing
PA 102
Static Uplift Testing
PA 102(A)
Static Uplift Testing
PA 102
(Quik -Drive Screws, Battens)
Static Uplift Testing
PA 101
(Mortar Set)
Static Uplift Testing
PA 101
(Adhesive Set)
Wind Tunnel Testing
PA 108
(Nail -On)
Wind Tunnel Testing
PA 108
(Nail -On)
Wind Tunnel Testing
PA 108
(Mortar Sct)
Withdrawal Resistance
Testing of screw vs. sr... nth
shank nails
aul Rodriguez
Wind Driven Rain
PA 100
Physical Propertir:
ASTM C 1167
Date
Dec. 1991
Dec. 1991
Feb. 1995
May 1994
April 1994
Dec. 1991
Aug. 1994
Aug. 1994
Sept 1993
Oct. 1994
Oct. 1994
Deck Type:
Deck Description:
SYSTEM A:
Vertical Ba ttens:
Wood, l'lon- insulated
SYSTEMS
New Construction
1 9, = " or greater plywood or wood plank.
Counter - Batten Application
Raul Rodriguez
Product Control No.: 94- 0914.01
Slope Range: 2 ":12" to 7 ":12"
Note: Counter- Battens, as noted below, are required for slope range
2 ":12" to less than 4 ":12" and are optional for slopes of 4":12" to
7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C.
Underlayment: Install choice of approved underlayment system, noted on Page I or 2 of Dade
County protocol PA 118, in compliance with Section 3.02 of PA 118.
Install vertical battens of pressure treated or decay resistant lumber having
minimum dimensions of nominal 1" x 2 ". Vertical Battens shall be set in a
continuous bed of flashing cement ' /," thick and secured not greater than 24"
o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical
battens shall be positioned over the top chord of the roof trusses. (See PA
118.)
Horizontal Battens: ' Install horizontal battens of pressure treated or decay resistant lumber having
minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed
over vertical battens at a spacing to provide a rile overlap not Tess than 3" and
secured through the vertical batten and sheathing with approved, corrosion
resistant fasteners. (See PA 118.)
R:soliing Tile: Install tile in compliance with PA 118 using one of the approved methods of
attachment for batten applications noted in Table 3, attached. The method of
attachment utilized shall provide sufficient attachment resistance expressed as
a moment to meet or exceed the required moment of resistance determined in
compliance with PA 115 or PA 127.
Comments: I. For re -roof applications, "/„" plywood is an acceptable substrate.
2. Clips are required on all cave tile.
SYSTEMS
(CONTINUED)
Product Control No.: 94- 0914.01
Deck Type ; Wood, Non - insulated
Deck Desc 'ption: New construction " 42 " or greater plywood or wood plank.
SYSTEM B: Direct Deck Application
Slope Range: .4 ":12" to 7 ": 12"
Note: System B is only acceptable in this slope range. For slopes less than
4" :12 ", refer to System A. For slopes in excess of 7 " :12 ", refer to
S ystem C.
Underlays lent: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade
Countyi Protocol PA 118, in compliance with Section 3.02 of PA 118.
Rooting tile:
Comments:
Install tile in compliance with PA 118 using one of the approved methods of
attachment for direct deck applications noted in Table 3, attached. The
method of attachment utilized shall provide sufficient attachment resistance
expressed as a moment to meet or exceed the required moment of resistance
determined in compliance with PA 115 or PA 127.
1. Forte-roof applications, " /, plywood is an acceptable substrate.
2. Clips are required on all cave tile.
8
Raul Rodrieucz
Deck Ty i s
Deck Description:
SYSTEM
Slope Range:
SYSTEMS
(CONTINUED)
Wood, Non- insulated
New construction 19 / 32 " or greater plywood or wood plank.
Horizotttal'Battcn Application
4 " :12" Or greater
Note; 'Horizontal battens, as noted below, are required for slopes in excess
;of l " :12" and are optional for slopes of 4 ":12" to 7" • 12 ". For slopes
Mess than 4 ":12 ", refer to System A.
Underlayment: Install choice of approved underlayment system, noted on Page 1 I or 2 of Dade
County Protocol PA 119, in compliance with Section 3.02 of PA 1';19.
Horizontal Battens: ' Install horizontal battens of pressure treated or decay resistant Limber having
minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum
'A" gap between each 4 foot length. Horizontal battens shall be installed over
the underlayment system spaced to provide a tile overlap not less than 3" and
secured ! through the sheathing not .greater than 24" o.c. with approved,
corrosion resistant fasteners, (See PA 119.)
Roofing Tile: Install tile in compliance with PA 119 using one of the approved methods of
attachment for batten applications noted in Table 3, attached. The method of
attachment'utilized shall provide sufficient attachment resistance] expressed as
a moment to meet or exceed the required moment of resistance determined in
compliance with PA 115 or PA 127.
Comments: 1. For re -roof applications, " /, plywood is an acceptable substrate.
2. Clipa are required for all eave tile. 1
Product Control No..
1 ul.
Rodrigiez •
94- 0914.01
SYSTEMS
(CONTINUED)
Deck Type: Wood, 74n-insulated
Deck Desc ption: New con!truction "/„" or greater plywood or wood plank.
SYSTEM D Mortar 4 Adhesive Set Application
Slope Range: 2 ":12" tcJ 7 "' :12"
Note: System D is only acceptable in this slope range.
Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade
County Protocol PA 120, in compliance with Section 3.02 of PA 120. See
System Limitation #7,
Roofing Tle:
Comments:
Install tile in compliance with PA 120 using one of the approved mortars or
adhesiv noted in this approval. Mortar or adhesive shall be applied in
compliance with the mortar or adhesive manufacturer's Roofing Component
Product! Control Approval. The mortar or adhesive attachment shall provide
sufficieOt attachment resistance expressed as a moment to meet or exceed the
required moment of resistance determined in compliance with PA 115 or PA
127. The mortar and adhesive attachment data is noted in Table 4, attached.
1. For to -roof applications, " /,_" plywood is an acceptable substrate.
2. For mortar set applications, the first three courses of tile shall be nailed with
not Tess than one nail per tile. As an alternate, the first three courses of tile
shall bo a Jplied in mortar over a single layer of minimum 12 ga. wire mesh
with sOart openings of not less than' /," which is mechanically attached to the
deck wth' not Tess than one roofing nail every 1 ft . For roof pitches from
6 ":I2" 7 ":12 ", every third tile of every fifth course, beginning at the eighth
course, shall be nailed with not less than one nail per tile.
10
IJn�il D,u4r mws
Product Control No.: 94- 0914.01
SYSTEM LIMITATIONS
II 1
�,
R :,i,i tt,„ ir,..,,
Product Control No.: 94 01
1. The standard minimum rag pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications
is 2" rise in 12" run (2 " :12 The maximum roof pitch for mortar or adhesive set the applications
is 7" Ilse in 12" run. (7 ":121).
2. All n it -on tile applications having a roof pitch less than 4 " :12" shall be installed over both vertical
and horizontal battens ( "Counter - Battens "), as noted in System A. All nail -on tle applications
having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System
C.
3. For nril -on applications, ¶rass or stainless steel screws for mechanical attachment of tiles shall
have ahead diameter larger than that of the preformed holes in the tile.
I i
4. Syster�n installation shall ble in compliance with the system specifications outlined in this Product
Control Approval. Nail -oa tile shall be attached using one of the methods of attachment noted in
Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar
or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The
methold of attachment utilized shall provide sufficient attachment resistance expressed as a moment
to me t or exceed the reg moment of resistance determined in compliance with Dade County
Pratocfol PA 115 or PA 12'x.
1
5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications,
the first three courses of tide shall be nailed with not less than one nail per tile. As an alternate, the
first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh
with s wire openings of nc1t less than ' / which is mechanically attached to the deck with not less
than o i e roofing nail everi 1 f'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every
fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile.
6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited
testing agency, in.compliarice with Dade County Protocol PA 106, shall be required not less than 30
days after application to confirm tile adhesion. The results of this testing shall be reported to the
Building Official and the installer stating that the application has passed or failed PA. 106 testing. If
the application fails PA 106 testing, the report shall state which portion of the test was failed;
Category I (examination f r loose tile) or Category 2 (uplift testing of tile). Subsequent to testing,
the installer may repair r t :more than 5% of field area tiles and 10% of perimeter area (i.e.
ridge/e) tile with appro ed tile adhesive. The installer shall place an identifiable marking on
each ripaired tile for furore reference. Any PA 106 re -test shall not include any marked tile.
7. For mortar or adhesive slit tile applications, 30/90 hot mopped underlayment applications may be
install perpendicular to tliie roof pitch prior to June 1, 1995 unless stated otherwise by the material
menuf?cturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in
compl ante with Appendix A' of Dade County Protocol PA 120.
8. All tiles shall bear' the imprint or identifiable marking of the manufacturer's name or logo for
identification in the field. .
9. The Altusa " Altusa S" tile! profile has been tested for both wind characteristics and static uplift
performance, therefore, attachment calculations for installation in compliance with Dade County
Protocol PA 115 or:PA 127 - shall be done as a'Moment Based System'
10. Applidations for roofing hermits shall include a completed Section 11 of the Uniform Building
Permit, a copy of Altura Tile's current specifications and details, a copy of this Product Control
Approval and a copy of the Product Control Approval of any Roofing Component used in the
proposed tile application. Reference shall be made to appropriate data for the required fire rating.
11. The aiplicant shall retain l services of a Dade County certified testing laboratory to maintain
quality control in compliance with the South Florida Building Code and related protocols.
12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South
Florid:a Building Cpde
SYSTEM LIMITATIONS
(CONTINUED)
12
Product Control No.: 94- 0914.01
Raul Ri rirurx
Table 3: Attachment Resistance Expressed as a Moment - M, (R - ibt)
1 from PA 102 and PA 102(A) Testing
Table 2: Restoring Moments due to Gravity - m (TI-tbf)
1 from PA 102 Testing
.. Tile
Profile
I
3"12"
or lets
4 ":12"
J
$ ":12"
6 " :12'
r:12" or
greater
Battens
Direct
Deck
? Battens
j
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Altus. 'S' Tile 1
4.47
5.35
4.40
5.27
4,31
5.18
4.20
5.03
4.08
N/A
Table 3: Attachment Resistance Expressed as a Moment - M, (R - ibt)
1 from PA 102 and PA 102(A) Testing
Tile !
Profiled
i
T1LE
APPLICATION
APPROVED
NAILS
APPROVED
SCREWS
APPROVED
FIELD CUP
WITH:
APPROVED
EAVES CLIP
WITH:
1 nail
2 nails •
1 screw
2 screws
1 nail
2 nails
1' nail 1
2 nails
Altus. 'S' Tile
Battens I WA
N/A
NIA
28.80'
N/A
N/A
N/A
N/A
Direct: Deck 6.20
8.40
28.70
31.80
21.20
25.30
28.90
34.90
' Screws for tile installation over
in two manufactured holes IociBted
i
I
battens shaU be 08 z 2W lone, corrosion resistant, Quik -Drive screws installed
1 and 1 from the head of the tile.
Table 4: Atta
hment Resistance Expressed as a Moment - M, (ft -lbf)
from PA 101 Testing
Tile
Profile .
he
Application
Attachment
Resistance
Musa 'S' Tile
Mortar Set
24.50
Adhesive Set
66.50
i
1J
Raul Rodriguez
DATA FOR ATTACHMENT
CALCULATIONS
Product Control No.: 94 - 0914.01
Altusa 'S Tie
Tile
Profile
T ble 1: Aerodynamic Multiplier - (ft')
from PA 106 Testing
7l
M
Batten Application
0.29
A (ft')
Direct Deck Application
0.31
PROFILE DRAWING
Product Control No.: 94- 0914.01
DOVC TAIL LOCKS
I
considered after a new application has been filed and the supporting
Extensions of Acce Est reports n,o;old ptanr t ay j ten (10) years, have been re-evaluated.
data. ` istered in the State of
All reports of re- testing shall bear the seal, signature and date of an engineer rei
Florida. shall automatically
e in �e Materials. use, or manufacture of the product or process
2 A !revision or ch u lens prior approval is granted for revisions or change.
b cause for r tertermination, a tion.
3. Any un :atisfactolry p
erformance of this product or process or a change in Code Provisions shall be grounds
for a -e' atuatiort. I:
4.
c eptance sha.l not lie used as an endorsement of any product for sales or advertising purposes.
This ac
I
the words Dade County. Florida, and followed by the
is
Notice of yyccepta "� tt�'mbet preceded by Rion of the Notice of Acceptant
5 The o be d splayed in advertising literature. If any portion expiration date maY
displayed, then ti shall begone in its entirety. rovided to the applicant try
where required for permit applications shall be p Acceptance. the
a prints need
6. the ma facto ler or hi s d s, �
the mrnufactu�ec or his distTtbutors unless otherw ise noted in the Notice of
nc4t he re-scaled by an cn`ineet• Movie co�tiply w e with t Standard Conditions shall be caul! for termination of the Approval.
A
Rau) Rodriguez
Product Control Division
Supervisor
j:
This approval supersedes
all TC :vjous approvals_
Last .p Nti<tilbtr'9 jp6.18
i
METno v COUNTY,
DADE FLAGLEH BUILDING
BUILDING CODE COMPLIANCE DEPA ITti E N T
METfI 0 WEST FLAQLEA
4 STREET
MIAM1. FLORIDA 33%30-1S03
(3OS) 375.2901
FAX (305) 375.2908
TOTAL P.05
Za•ci E Associotes Inc.
Roof ing Laboratory
Testing and Research
Moisture and Up— Lift. Testing
RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 30 DAYS
INSTALLATION - SOUTH FLORIDA BLDG. CODE 3404.3
Date: 12/23/96
Property address: 121 NE 92nd Street, Miami Shores, Fl
Owner: John Orgren
Contractor: Glico Roofing Co.
Permit #: 40582
City: Miami Shores
Type of Tile: Altusa
Product Control #: 94- 0914.01
Roof Slope: 3/12
Sq.ft. area: 3,000 sq.ft. approx.
Testing Equipment: Chatillon - DFIS 100 - Calibrated 9/7/93
Decemgber 26, 1996
The purpose of this quality control test is to confirm that there exists sufficient
bonding by the mortar to the tile and underlayment in the tile system applied; it will be
determined whether 75% of the tile bonds to be tested in three different roof areas, provides
sufficient resistance to an arbitrary static uplift Toad applied on the tile. This procedure will
satisfy the Building Code Compliance requirements set forth in Protocol PA 106 -95.
Tiles have been tested on three different roof areas: field, perimeter and comer
areas. Prior to testing, dimensions of these areas were determined and recorded according
to Chapter 23 of South Florida Building Code.
Tiles selected at random from the three different areas, were lifted by hand, in order
to test for loose components.
LOAD APPLICATION: An arbitrary Toad of 35 Ibf. has been applied to each tile, holding
the load for 5 seconds. Test results are tabulated as follows:
2524 W. 3rd. Avenue, Hialeah, Florida 33010
051)4 {954 }437 -2332 * Fax {954 }437 -2296
Pletra -Dade County Certification Plo. 94- 0125.0B
AREA
#
PULLS
LOOSE
TILES
BROKEN/
CRACKED
TILES
ADHESIVE
DELAMINATED
FROM
UNDERLAYMENT
TILES
DELAMINATED
FROM
ADHESIVE
Field
49
none
none
none
none
Perimeter
61
none
none
none
none
Corners
39
none
none
none
none
Enclosed find a sketch of the test site roof, indicating field, perimeter and corner
areas with dimensions, and also, location where pulls have been conducted.
XX
More than 75% of the tile bonds tested in each of the three areas, provided
sufficient resistance to the arbitrary Toad applied.
XX
Truly yours,
Encl. Sketch
More than 25% of the tile bonds tested in each of the three areas, did not
provide sufficient resistance to the arbitrary load applied.
More than 10% of the components have been determined to be "loose"
components.
The static uplift quality control test for the property in question, complies with
the Code requirements 3404.3 and Protocol PA 106 -95.
ZARA AND ASSOCIATES, INC.
RICARDO CARLES, P.E.
PROPERTY LOCATED AT 121 NE 92ND ST., MIAMI SHORES, FL
23 ft
6 Field
Perimeter
Corners
-J
•
53 ft
- ,
-J
20 ft
1 4 2 ft
10 ft
21 ft
2ft
4ft
r - 1
I I
I I
I I
I I
�.
L _ _
20 ft
14 ft
I I
10 ft
1
. I
J
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PERMIT APPLICATION FOR MIAMI SHORES VILLAGE / ‘-
Date 21- tii4/1. 9( Job Address /2/ /tit' 92- St M /,q 1/ 65 S Tax
Legal Description
Owner / Le c a ee -/ Teaauit_ WO {!l �'l�► �'b
Owner's Address \
Contracting Co. t<titin p 1il oril
QualifierS1kj fl —741/ b /
Phone �, 1 1 � 7(
4P Ins.Co.
r Address
Address
ROOFING
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC
RADON
4 4-41A-- tau
Signatur of owne =nd /or Condo President
Date: 3/
Address
Estimated Cost(value)
Square Ft. 1 nO
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 above -named contractor to do the work stated.
Signature of Contrac or or Owner- Builder
Date:
�: i
_ _ter'. w.iit�A� A"
to C. •ractoL 4
vi -
c Y:'- jnJb.
'C
CO M 7SS10 . 7
N-IV
Notar a= t
.0p-a P(j OFFICIAL NOTARY SEAL
SCOTT W DAVIS
x 'T * COMMISSION NUMBER
CC255237
** * * * * � � e �
* "'" MY CC AMISSION EXP. I*
OF ° JAN. 26 1997
C.C.F.
Fire
Zoning Buildin
Mechanical Plumbing Engineering_
My Commission
NOTARY
E
*
*
AVING FENCE SIGN
*
TOTAL DUE 54
**
�j Other
9 / Electrical
Permit No
Disapproved
(Signed) ____
Chairman
Member
Member ._
Council Approved
New Building.
To be constructed of.
MIAMI SHORES VILLAGE
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 d the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Divi:Snu of Miami Shores Village shall be complied with, whether here specified or not. A copy of approved
plans and specifications must be kepi at building during progress of the work.
BUILDING INSPECTION DEPARTMENT
Subdivision
Date
Owner's Name and Addres
Registered Architect and /or Engineer
Name and address of licensed contractor-
Location and legal description of lot to be built on:
Lot' - Block j
Street and Number where w ork is to be done__ ______ _____!__ -1.. /t1
State work to be done and purpose of building_ by floors
PLANNING BOARD _DATE
Member
Member
Member ._ --
Date Disapproved _..
No ° Street .
and for no other purpose.
Remodeling__ .___ !'/- Addition__. _.__ __ __.__ __ _ Repairs_ _ .. . _ No. of Stories
Kind of foundation__.___ _ Roof �vering__ ... __.._
Estimated ^.';pal cost of improvements $ ®® Amount c` Permit $._
Zone cubage required. __.. .Plan Cubage
Distance to next nearest building_. _ Size of Building Lot
Maximum live load to be borne by each floor
1 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 ihat he understands and accepts his obligations as an employer
of Libor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Cent ral Laws of Florida, Permanent Snpplcuient,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractor ° . mployed by hint
in the work to be pt rf ,rmed under this permit: and will post or cause to be posted for inspe ion on the site of the w• ch public notice
or notices as are required by the Act. The undersigned agrees to employ only such subco . actors, on work to b per rn,y under this
permit. as are licensed by Miami Shores Village.
Remarks_. (Signe
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally Ap-
peared
and who, being by me first duly sworn, upon oath deposes and says t 't he is the
of th abovi described a ruction. t;.. hi h carefully read the fo going application, and that he did sign the same, and that all facts
therein by him stt -
ead, Sworn to and Subscribed before me.
Notary Public. State of Florida
ng In" - -tor My Com:nission Expires_
_____________ ,19
to me well known,
Date
NOTE: A charge of $1.00 will be made for snaking corrections or changes to this application sifter approval has her a obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is m,:.te necessary by improper notice for inspection or faulty
materials and /or workmanship.
Registered Architect and /or Engineer
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
�
Owner's Name and Addres� fn�r -- -- A44:41111,111 Date No i 1 Street-
e
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Sub
Street and Number where work is to be done �_�______�.! •
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Remodeling Addition Repairs to/ No. of Stories
To be constructed of Kind of foundation Roof Covering f -'
Estimated Total cost of improvements $ 6 Amount of Permit $ t
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 aid building. All noticess with reference to the building and its construction may
be sent to __
The undersigned applicant for this building'ermit does hereby certifyyfhat he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, •
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on w k to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks ( Signed)
19
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 - 7 Date ^ 1 _ T 17 Read, Sworn to and Subscribed before me.
Disapproved Date
Notary Public, State of Florida
( Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
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.
Date , 19
Owner's Name and Address..
Registered Architect and /or Engineer
Name and address of licensed contractor f� -� �L r r�' - r - � �fv'3`2Glf
Location and legal description of lot to be buil
Lot Block Subdivision
Street and Number where work is to be done. /i /6
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Remodeling Addition ` Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering -7•- ‹-et-
Estimated Total cost of improvements $ J 7679 • d Amount of Permit $ 6
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 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, Permanent� dement,
and has complied with the provisions thereof, and will require similar compliance from all contract. s or sub - contractors emplb�ed by him
in the work to be performed under this permit; and will post or cause to be posted for inspectio• o th site of the work such� //public notice
or notices as are required by the Act. The undersigned agrees to employ only such s ' contrac s, o % ork to be p d under this
permit, as are licensed by Miami Shores Village. �,.I'
0.
/ /'
Remarks (Sign: 1
. r
STATE OF FLORIDA,
COUNTY OF DADE. j 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 Date Read, Sworn to and Subscribed before me.
Disapproved Date
Notary Public, State of Florida
(Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chainnan 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.
BUILDING
ELECTRICAL
PLUMBING
ROOFING
Architect
Contractor
or Builder
Legal
Description.
Lot
Address of
Building
MIAMI SHORES VILLAGE. FLORIDA
o PERMIT N° 8774
❑ Work to be performed under this Permit
Owner of
Building
Bl.
Subdi-
vision
DATF,
Contractor's
License No
Sq. Ft
Value of bra a
Project $ J? (f'
Amt. of
Permit $
AUTHORITY
195
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further . condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Si ned • " r BY • '' .
g
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all or`tlinances 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 responsibility for all work done by either, myself, my agent, servant or employee.
J' ,s ti J� y/'
I r ,: F ;t RuT . < Y /j R ,�Yir y C', , n'., W'1 ^ "� 1 f''- r i- 4 I ,r L..,
CONTRACTOR OR BUILDER`„' BY iii
'7
MIAMI SHORES VILLAGE, FLORIDA
BUILDING 0
ELECTRICAL
PLUMBING
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description.
Address of
Building
Lot
I"
DATP Jr. 1111'1_1 I_ N9 7759
Contractor's
0 - Era - 11 - 7 , 1 - Ira la ir no
License No
CONTRACTOR OR BUILDER
Bl.
•
Work to be performed under this Permit
Subdi-
vision
Sq. Ft
Value of
Project $
Amt. of
Permit $ =
V
1 9
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application
herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans,
drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any
time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is
granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations
pertaining to the work covered hereby whether shown on the plans or drawings or in the statements,or specifications and that he assumes responsibility for work
4
done by his agents, servants or employees. /
,
,," --,/, ,
Signed- - ‘ ,.
,.,.., ‘• — ., t
, ..,
BY
'INSPECTOR
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, servant or employee.
1
BY AUTHORITY
BUILDING
ELECTRICAL
PLUMBING
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
72714.4
Lot
PERMIT N° 5207
Work to be erforme}'under this Permit
fr4
Address of /
Building ! V
This permit is granted to the contr
CiNTRACTO, OR BIILDER
MIAMI SHORES VILLAGE, FLORIDA
DATE 3 7 194
Contractor's / 4../ / 4 ",
License No b
Sign
Subdi-
vision
Value of
Project
ctor or b ' . er named above to construct the building or to install the equipment or -vice described in the appli-
cation herefor in strict compliance with all' ordinan es 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 pr r i 'cipal authorities. This Permit may be revoked,
at any time if the work is not done in compliance with such ordinances or, if the plan e ch d t}tou 'aut#iorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above es + %' res. sib': _ _ knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans , ;; or=ui a s tints or specs Ica ons and that he assumes respon-
sibility for work done by his agents, servants or employees. ,„„...,
OR fl
In consideration of the issuance to me of this permit I agree to perform the work c. Bred here der in compliance with dinances and leguja,Oons
pertaining thereto and in strict conformity with the plans, drawings, statements or spec cations sub itted to the proper authoritiel of Miami Shores Village.
In accepting this permit I as me responsibility for a work done by either myself, my agent, servant or employee.
iy BY
AUTHORITY
By �� ',
WILDING
LECTRICAL
•LUMBING
)caner of
; uilding
.rchitect
] ontractor
r Builder
.egal Lot
)escription
In consideration of
ertaining thereto and in
u accepting this permit I
MIAMI SHORES VILLAGE, FLORIDA
PERMIT N° 5207
e Work to be performed under this Permit
A G T
81.
.- ss
Signed
the issuance to me of this permit I agree to perform the work covered hereu 'der in compliance with all ordinances and regulations
strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
assume responsibility for a work done by either myself, my agent, servant or employee.
..Subdi-
vision
Address of t , Value of Amt. of €3
; uilding Project Permit ,', f
This permit is granted to the contra or or builder named above to construct the building or to install the equipment or . •$ice described in the appli-
ation herefor in strict compliance with all-'ordinances pertaining thereto and w th the understanding that the work will be performed in compliance with any
lans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Pennit may be revoked
t any time if the work is not done in compliance with such ordinances or if the plans e cha d without ,authorization. A further condition upon which This
•ermit is granted is the understanding that the contractor or builder named above es . t11 res glib - 'y for ,a, nowledge of the ordinances and
°gulations pertaining to .the work covered hereby whether shown on the plans o awi rgs`,. r in' e stments or sped ica ions and that he assumes respon-
;bility for work done by his agents, servants or employees.
CONTRACTOR,: 011 BUILDER BY
- _r*- INSPEC
DATE
R
Contractor's
License No
194 °
/k
By
AUTHORITY