MC-11-1448Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: MECHANICAL
Permit No. hele 1 [ I L 9
Master Permit No Lt° 1 441 11
Owner's Name (Fee Simple Titleholder) 8cirri UM very i i-y Phone # 3OS-- rig - 3 95' S
Owner's Address 113 00 Al JAI Ave
City P.1ktmi cSilore.s state F. Zip 3303 S
Tenant/Lessee Name Phone #
Email
Job Address (where the work is being done) // s O O o1T c .,t - -- 0 184\ 9
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO Flood Zone
Contractor's Company Name )0 /4,,, i Qfp LAP Phone # '54 - 3 Z -s-n b y1 -L... ,
Contractor's Address X4521 S oµ 61- hL. -3/ L, c 1_034, fa /F`,�,,y1��� tAKI I
City ( L .1.Ol (' State rt— Zip 333 i 1 �LT�VU� L—
Qualifier Name lk' xW,o �r 4. E1LLZ' Phone #
State Certificate or Registration No. (4 C- 0 SP, 44,G-
® Certificate of Competency No.
Contact Phone q5-21---6 3 Z. —574 3 E -mail #91.4247 i.1 - l reD -0/0 Tt/t/1 f. (0 /17
Architect/Engineer's Name (if applicable) / 4'? / 5744/o 4/.5 141' Phone #
Value of Work For this Permit $ /219( t7 0 Ct Square / Linear Footage 141 ge Of Work:
Type of Work: ❑Addition ❑Alteration ❑New 0 Rgeepair/Replace ❑ Demolition
Describe Work: /fit /'MCe e?t %S /�+q 9i, c.rgI4,rS 44a- W - xlb)e- QIN,c- -1-,..do 0..
refhojV..1- 67 ikG Al.r4cJ,Los C c" +P4c4v® dolt /.6 4e- 4 k/tae-r1.
, , a *, , *, , , , , , * *, , ** ** ** ** Fees, , , *, ** *** , * * *, , **** * *** ************ **, ***
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $
r
•
Bonding Company's Name (if applicable)
Bonding Company's Address
City i State Zip
Mortgage Lender's Name (if applicable) A1/4
Mortgage Lender'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 ' / a reinspection fee will be charged
P /f�
/dji
Signature
Owner or Agent �f
The foregoing instrument was acknowledged before me thhis'2t Sf
day of daisy , 20 11 by ADAOE ��WA'w.�1 ,
whoonally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: 1,1
Contractor
The foregoing instrument was acknowledged before me this ZO
day of 20 1 1 by A14 -y✓+I– 4&b4/'� ,
who • r nally known t me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
My Commission Expires:
y p,han Cuesta
,:.ACCMMISSION #EE041198
-' -.'c EXPIRES: NOV. 09, 2014
4...;: °.. www.AARONNOTARY.com
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APPROVED BY
\ Plans Examiner
(Revised 07 /10 /07)(Revised 06/1012009)
Engineer
Zoning
Clerk checked
1
4
CAFCO® BLAZE - SHIELD® II is a portland cement based
spray- applied fire resistive material (SFRM) designed to
provide fire resistive ratings for structural steel and
concrete in commercial construction.
Applied directly to deck, steel beams, columns or
concrete surfaces, the outstanding value and proven fire
resistive performance of BLAZE- SHIELD II make it an
excellent choice for concealed commercial environments.
BLAZE - SHIELD 11 is applied exclusively by CAFCO licensed
and trained contractors. Our technical staff works
closely with building team members to meet all fire
protection needs.
Code Compliances
CAFCO BLAZE - SHIELD II satisfies the requirements of the
following:
• IBC — International Building Code
• SBCCI— Southern Building Code Congress International
(Report No. 9423E)
• ICBO— International Conference of Building Officials
(Report No. 1244)
• BOCA— Building Officials and Code Administrators
International
• New York City—MEA
• NBC — National Building Code of Canada, Sections
2.5, 3.1.5, and 3.1.7
Major Specifications
BLAZE- SHIELD II complies with the requirements of the
following specifications:
• General Services Administration (GSA): AIA /SC /GSA:
07811
• Department of the Navy
NAVFACENGCOM Guide
Specification NFGS 07810,
Sprayed -On Fireproofing
• Veterans Administration (VA):
H -08 -1
• U.S. ARMY Corps of Engineers.
CEGS -07811
BLAZE-SHIELD® 11
Spray - Applied Fire Resistive Material
Fire Test Performance
CAFCO BLAZE- SHIELD 11 has been extensively tested for fire
endurance by Underwriters Laboratories, Inc. (UL) and Underwriters
Laboratories of Canada (ULC) in accordance with ASTM E119
(UL 263, CAN /ULC- S101).
These tests have resulted in ratings of up to 4 hours for:
• Floor Assemblies
• Beams
• Joists
• Columns
• Roof Assemblies
• Walls and Partitions
BLAZE- SHIELD II has also been tested in accordance with ASTM E84
and CAN /ULC -5102 and has the following Surface Burning
Characteristics:
Flame Spread 0
Smoke Developed 0
Thermal Properties
The unique formulation of CAFCO® BLAZE - SHIELD® II makes it a very
effective thermal insulator. This benefit is important in reducing heat
loss, particularly when applied to the underside of a roof deck. The
R -value added by BLAZE- SHIELD II may allow a reduction in roof
insulation.
Product
Conductivity (k)* Resistance (Winch)
BLAZE- SHIELD II 0.30 BTU in/hr ft' °F @ 75 °F
(0.043 W /mK @ 24 °C)
3.33
*When tested in accordance with ASTM C518
Acoustical Properties
As an efficient sound - absorbing material, BLAZE- SHIELD II adds value
to the fire protection application in areas where high -noise levels
are anticipated. Typical acoustical performance is as follows:
Product Thickness
Base NRC Rating"
BLAZE- SHIELD II
BLAZE- SHIELD II
1/2 inch (13 mm)
1 inch (25 mm)
Deck & Beam
Solid
0.75
0.75
*When tested in accordance with ASTM C423
Physical Performance
Characteristic
Density
• U.S. Environmental Protection Combustibility
Agency (EPA): Regulation 40 Cohesion/Adhesion
Deflection
• Construction Specification
Canada (CSC) TEK-AID
Bond Impact
Compressive Strength
Air Erosion Resistance
Corrosion Resistance
Sound Absorption
ASTM Method
E605
E136
E736
E759
E760
E761
E859
E937, Mil. Std. 810
C423
Standard Performance*
15 pcf (240 kg/m3)
Noncombustible
150 psf (7.2 kPa)
No Cracks or Delaminations
No Cracks or Delaminations
750 psf (35.9 kPa)
Less than 0.025 g/ft2 (0.27 g/m2)
Does Not Promote Corrosion of Steel
Tested Performance **
16 pcf (256 kg/m3)
Noncombustible
360 psf (17.2 kPa)
No Cracks or Delaminations
No Cracks or Delaminations
2,380 psf (114 kPa)
0.000 g ft2 (0.000 g/m2)
Does Not Promote Corrosion of Steel
0.75 NRC, 1/2° (13mm) onto deck and beam
* Standard performance based on General Services Administration AUVSC /GSA/07811 except for density, which is based on UL Refer to UL
design for density requirement.
** Values represent independent laboratory tests under controlled conditions
NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS
NOTED
0 REVISE AND RESUBMIT 0 REJECTED
Review is only for general conform ”e•ti the desiot
concept oi the project arid gericri,4 with tht
in"-orrnatit?n given in the COntraci,thwi-!,.;-,•!-:
ovvo is subject to the L. j-AriS and jj
sp:?.cifications. Contractor is respOrisibiu liiWrdOrt
wrUch shall be confirmed and correlated at the job she,
fabrication processes and t hnlque 1 toriStruCtion;
coordination of work with that ol all other trade t and the
satisfactory performance of work,
tlUEL SYN VSKI ASS CIATES, LLC
PART1- GENERAL
1.1 Work Included
1.1.1 Provide all labor, materials, equipment and services
necessary for, and incidental to, the complete and
proper installation of all spray-applied fire resistive
material and related work as shown on the drawings
or whore specified herein, and in accordance with all
applicable requirements of the Contract Documents.
112 The material and installation shall mndorm to the
applicable building rode requirements and the
requirements of all authorities having jurisdiction
1.2v Quality Assurance
1.2.1 Work shall be pedomed by a firm with expertise
in the installation of fire protection or similar
materials. This firm shall be licensed or otherwise
approved by the spray-applied fire resistive
material manufacturer.
122 Before proceeding with the fire protection work,
approval of the proposed material thicknesses and
densities shall be obtained from the architect and
other applicable authorities having jurisdiction.
13 Related Sections
1.3.1 Section 05100 - Structural Steel.
1.32 Section 05360 - Metal banking.
1.3.3 Section 07200 - Insulation
1.3.4 Section 07270 - Firestopping.
1.3.5 Section 07812 - Intumescent Coatings.
1.3.6 Section 09200 - lath and Plaster.
13.7 Section 0990) - Painting.
1.4 References
A ASTM 084 - Surface Bunting Characteristics
of Building Materials.
B. ASTM E119 - Fire Tests of Building
Construction and Materials.
C. ASTM E136 - INoncombustibilityj
Behavior of Materials in a Vertical Tube
Furnace at 750°C.
D. ASTM 0665 - Thickness and Density of
Sprayed Fire- Resistive Materials Applied to
Structural Members.
E ASTM 0736 - Cohesion /Adhesion of Sprayed
Fire-Resistive Materials Applied to Structural
Members.
E ASTM E759 - Effect of Deflection of Sprayed
Fire- Resistive Materials Applied to Structural
Members.
G. ASTM 0768 - Effect of Impact on Boding
of Sprayed Fire- Resistive Materials Applied
to Structural Members.
H. ASTM 0761- Compressive Strength of
Sprayed Fire- Resistive Materials Applied to
Structural Members.
I. ASTM E659 - Air Erosion of Sprayed Fire-
Resistive Materials Applied to Structural
Members.
J. ASTM E937 - Corrosion of Steel by Sprayed
Fire - Resistive Materials Applied to Structural
Members.
K. CAN/ULC-S101 - Standard Methods of fire
Tests of Building Construction and Materials.
L CAN/ULC -S102 Steiner Tunnel Test
M. CAN4S114 Standard Trost Method
for Determination of Noncombustibility in
Building Materials.
1.4.1 Underwriters Laboratories, Inc (UL) Fire
• Resistance Directory.
1.42 Underwriters laboratories of Canada (ULC) list of
Equipment and Materials.
BLAZE- SHIELD I1 Guide Specification
1.43 Uniform Building Code Standard No. 7.6
(current edition): Thickness and Density
Determination for Spray- Applied Fire Protection.
1.4.4 AWCI Publication: Technical Manual t2 -A Standard
Practice for the Testing and Inspection of Feld
Applied Sprayed fire - Resistive Materiels; an
Annotated Guide.
1.5 Submittals
1.51 Manufacturers Data: Summit manufacturers
specifications, including certification as may be
required to show material compliance with
Contract °moments.
1.52 Test Data: Independent laboratory test results shall
be submitted for all specified performance criteria.
1.6 Delivery, Storage and Handling
1.6.1 Deliver materials to the project in manufacturer's
unopened packages, fully identified as to trade
name, type and other identifying data. Packaging
shall bear the UL and ULC labels for fire hazard and
fire - resistance classifications.
1.62 Store materials above ground, in a dry location,
protected from the weather. Damaged packages
farad unsuitable for use should be rejected and
reamed from the project.
1.7 Project Conditions
1.7.1 When the prevailing outdoor temperature at the
building is less than 40° F (4° CL a minimum
substrate and ambient temperance of 40° F (4° C)
shall be maintained prior to, during, and a minimum
of 24 hours after application of spray- applied fire
resistive material. If necessary for job progress
General Contractor shall provide erelasoes with
heat to maintain temperances.
1.7.2 General Contractor shall provide ventilation to allow
proper drying of the spray- applied fire resistive
material during and subsequent to its application
1.721 In enclosed areas ventilation shall not be less
than 4 complete air changes per hoc.
1.8 Sequencing/Scheduling
1.8.1 All fire protection work on a floor shall be
completed before proceeding to the next floor.
1.82 The Contractor shall cooperate in the coordination
and scheduling of fire protection work to avoid
delays in job progress.
PART2- PRODUCTS
21 Acceptable Manufacturers. The spray - applied fire
resistive material shall be rrenufaceced under the
CAFCR brand name, by authorized producers.
2.2 Materials
22.1 Materials shall be BIAZESHIELD° II, (UIJULC
designation: Type II) applied to conform to the
drawings, specifications and following test criteria:
22.1.1 Deflection: When tested in acrordmn a with ASTM
0759, the material shall not crack or delaminae
when the non - concrete topped galvanized deck to
which it is applied is subjected to a one time vert5al
centerlad resulting in a downward deflection of
1/120th of the span.
2212 Bond Impact: When tested in accordance with ASTM
E760, the material shall not crack or delaminate from
the concrete topped galvanized deck to which it is
applied
2.2.13 Cohesion/Adhesion (bond strength9 Men tested in
accordance with ASTM [736, the material applied
over uncoated or galvanized at shall have an
average bond strength of 150 psf 172 kPah
211.4 Air Erosion: When tasted in accordance with ASTM
0859, the material shall not be subject to losses
from the finished application greater than 0.025
grams for sq. ft (027 grams per square meter).
221.5 Compressive Strength: When tested in accordance
with ASTM 0761, the material shell not deform more
than 10 percent when subjected to a cashing fame
of 750 psf (35.9 kPa).
2216 Corrosion Resistance When tested in accordance
with ASTM [937, the material shall not promote
corrosion of steel
211.7 Noruambustibility: When tested in accordance with
ASTM E136 or CAN4 -S114, the material shall be
noncombustible.
2118 Surface Burning Characteristics: When tested in
accordance with ASTM 084 or CAN/ULC -5102, the
material shall exhibit the following surface burning
charecteristus:
Flame Spread.....-...0
Spoke Developed_._0
22.1.9 Density: When tested in accordance with ASTM [605,
the material shall meet the minimum individual and
average density values es listed 50 the appropriate
UL / ULC design or as required by the amenity
having jurisdiction.
22.2 The material shall have been tested and classified
by Underwriters Laboratories, Inc. NU or
Underwriters Laboratories of Canada (ULC) in accor-
dance with the procedures of UL 263 (ASTM E119) or
CAN/ULC-S101.
223 Spay - applied fire resistive materials shall be
applied at the approved minimum thickness and den-
sity to achieve the following retires:
Floor assemblies _hr.
Roof assemblies _ht
Beams hr.
Girders hr.
Columns hr.
Joists _hr.
214 Potable water shall be used for the application of
spray-applied fire resistive materials.
22.5 Spray - applied fire resistive raterals shall be free of
all horns of asbestos, including actbolite, emosite,
amhophyllite, chrysodle, crocidolite and tremmlite.
Material manufacturer shall provide certification of
such upon request
PART 3 - EXECUTION
3.1 Preparation
3.1.1 All surfaces to receive fire protection shall be free of
oil, grease, loose mill sale, drl pales /primers or
other foreign materials which would impair satisfac-
tory bonding to the surface. Manufacturer shall be
contacted for procedures on handling prined/painted
steel. My cleaning of surfaces to receive spray -
applied fire resistive material shall be the responsi-
bility of the General Contractor or Steal Erector, as
outlined in the structural steal or steel deck section
3.1.2 Clips, hangers, supports, sleeves and other attach-
ments to the substrate are to be placed by others
prior to the application of spray - applied fire resistive
materials.
3.13 The installation of ducts, piping, conduit or other
suspended equipment shall not take place until the
application of spray-applied fire resistive material is
complete in an area
3.1.4 The spray-applied fire resistive material shall only
be applied to steel deck which has been fabricated
and erected in accordance with the criteria set by
the Steel Deck Institute.
3.1.5 When roof traffic is anticipated, as in the case of
periodic maintenance, roofing pavers shall be
installed as a walkway to distribute loads.
32 Application
321 Equipment, mixing and application shall be in
accordance with the manufacturer's written
application instructions.
322 The application of spray - applied fire resistive
material shall not commence until certification
has been received by the General Coutra.tur that
surfaces to receive spray- applied fire resistive mate-
rial have been inspected by the applicator and are
acceptable to receive spray-applied fire resistive
material.
323 All unsuitable substrates must be identified and
node known to the General Contractor and
corrected prior to application of the spray - applied
fire resistive material.
32.4 Spray - applied fire resistive material shall not be
applied to steel floor decks prim to the completion of
concrete work on that deck.
32.5 The application of spray- applied fire resistive
material to the underside of roof deck shall not
commence until the roofing is completely installed
and tight, all penthouses are complete, all
mechanical units have been placed, and after
construction roof traffic has ceased.
326 Proper temperature and ventilation shall be
maintained as specified in 1.7.1,1.72 and 1.721.
32.7 Provide masking, drop cloths or other suitable
coverings to prevent overspray from coming in
contact with surfaces not intended to be sprayed.
32.8 CAFCO° BOND-SEAL (Type E6S) adhesive shall be
applied as per the appropriate UL/ULC fire resistance
design and manufacturer's written recommendations.
3.3 Repairing and Cleaning
3.11 All patching of and repair to spray-applied fire resis-
tive material duo to damage by other trades, shall
be perfonrod under this section and paid for by the
trade responsble for the damage.
3.3.2 After the completion of the work in this section,
equipment shall be removed and all surfaces
not to be sprayed shall be cleaned to the
extent preciously agreed to by the
applicator and General Contractor.
3.4 Inspection and Testing
3.4.1 The spray-applied fire resistive material shall be
tested for thickness and density in accordance with
one of the following procedures: ASTM 0605 -
Standard Test Method of Spayed Fre- Oesistive
Materials Applied to Structural Members. AWCI -
Technial Manual 12-A Standard Practice for are
Testing and Inspection of Field Applied Sprayed
Fne- Resistive Materials an Annotated Guide.UBC
Standard No. 7- 6- Thickness and Density
Determination for Spray - Applied Ere Protection.
Product Availability
CAFCO Spray - Applied Fire Resistive Materials are available
to trained, licensed contractors around the world from
strategically bated production and distribution points in the
U.S., Canada, Mexico, Europe and the Pacifc Basin.
For Further Information
ISOLATEK INTERNATIONAL is registered with the AIA Continuing Education System (AIA/CES)
For Further Information CAFC00 Technical and Sales Representatives are always available o lend assistance. Additional primed materials, including Material Safety Data Sheets, and other product literature, are available upon request
For more information about our CAFCO° line of sprayed fire protection, thermal and acoustical treatments, SprayRlm° Intumescent Coatings, and CMG- BOARD° or for the name of the Sales Representative in your area, please contact
In the United States: Isolatek International, Stanhope, New Jersey Tel: 800.631.9600 Fax: 973.347.9170
In Mexico & Central America: Cafco Mexico S.A. de C.V., Mexico D.F. Tel: 52.55.5254.6683 Fax: 52.55.5531.7826
In Andean Countries: Cafco Andina S.A., Santiago, Chile Tel: 562.378.5120 Fax: 562.378.5121
In Canada: Cafco Industries, Toronto, Ontario Tel: 888.873.0003 Fax: 416.679.2933
ISOLATEK
INTERNATIONAL
For more detailed product information, visit our webslte at
www.cafco.com or contact us at cafco @isolatek.com
The performance data herein reflect our expectations base' on tests conducted in accordance with reemerged standard methods under controlled conditions The see of these products shall be subject to
the Terms and Conditions of Sale set forth in the Company's invoices. Lmlatek International is not responsible for property damage, . "n injuries, consequential damages or loses of any kind that arise
from or are related to the apptaols, general contractors, or property owlet's failure to follow the recommendations set forth in . Ineratiaafs Imbrication& No agent, employee or opasenodva
of the Company, its subsidiary or affinhrol companies, is authorized to modify this statement
2/03
FIRE RESISTANCE DIRECTORY ISOLATEK
FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)
141
Design No. J809
Restrained Assembly Ratings — 1 -1/2, 2, 3 or 4 Hr (See Items 5, 5A and SB)
Unrestrained Assembly Ratings — 1 -1/2, 2, 3 or 4 lir (See Items 5, 5A and 5B)
Unrestrained Beam Ratings — 1 -1/2, 2, 3 or 4 Hr (See Items 5, 5A and 5B)
Load Restricted for Canadian Applications — See Guide BXUV7
SEE ITEM 5
SEE ITEM 5
T
1. Beam — W8x28 min size.
2. Normal Weight Concrete — Normal weight concrete, carbonate or siliceous aggregate, 145 plus or minus 3 pcf unit wilt, 3500 psi
Compressive Strength, vibrated. Thickness of the slab shall vary according to the Restrained and /or Unrestrained Assembly Rating,
the type of aggregate, and the thickness of the Spray - Applied Firei Resistive Materials protection of the bottom of the slab, as shown
in Items 5 . For ratings up to 2 h, the min concrete cover shall be 3/4 in. For the 3 and 4 h ratings, the min concrete cover shall be 1
in.
3. Shear Connector— (Optional) Studs 3/4 in diam, headed type or equivalent per AISC specifications.
4. Reinforced Steel — (Not shown) — Min No. 3 (3/8 in. diam) deformed bars. Min areas of reinforcing steel must be provided in
accordance with the latest (ACI) specifications.
5. Spray - Applied Fire Resistive Materials* — Applied by spraying with water to the final thicknesses shown below. Beam and con-
crete surfaces must be dean and free of dirt, loose scale, and oil. Min average density of 13 pcf with min ind density of 11 pcf for
Types DC /F or Type II . Min avg and min ind densities of 22 and 19 pcf, respectively, for Type HE For method of density determi-
nation, refer to Design Information Section, Sprayed Material.
Material TTddcness On Beam
Restrained Unrestrained Unrestrained T6kos
Assembly Assembly Ream In. **
Rating Hr
1,1 -1/2 or 2 RaHngllir 3/8
1-1/2,2 or 3 1 -1/2 1 -1/2 11/16
2,3or4 2 2 1
3or4 3 3 1-9/16
4 4 4 2 -1/4
Slab Tbkns In. Mtl Thkos on Slab In. Restrained or Umcstmined
Assembly Rating fir
Carbonate Siliceous 1 1 -112 2 3 4
Aggregate Aggregde
2-1/2 2-1/2 9/16 5/8 13/16 1 -1/4 N/R
2-3/4 3 + 9/16 3/4 1 -1/8 N/R
3 3-1/2 + + 9/16 1 -1/16 N/R
3-1/4 3-3/4 + + 1/2 15/16 1 -7/16
4 4-1/2 + + + 1/2 1 -1/8
5 5-1/2 + + + + 1/2
N /R =No Rating
+ =No Spray - Applied Fire Resistive Material required
**For the 1 and 1-1/2 h Unrestrained Beam Ratings, thicknesses of material shown in the above table shall be increased to 1/2 and 3/4 in.,
respectively, when the thicknesses applied to the beam's lower flange edges are reduced to one -half that shown in the table.
For the 2, 3 or 4 h Um estrained Beam Ratings, thicknesses of material shown in the above table maybe also used when the thicknesses applied
to the beam's lower flange gg are reduced to one -half that shown in the table.
ISOLATEK INT RNATIONAL Type D-C/F, HP or Type IL Type EBS or Type X adhesive /sealer optionaL
5A. Spray-Applied Fire Resistive Materials* — As an alternate to Item 5 - For maximum 3 hour ratings only - Applied by mixing with
water and spraying in one or more coats to the thicknesses shown in the table above (Item 5), to concrete surfaces which are dean
and free of dirt, loose scale and oiL Use of Type PC Pre -coat is prior to the application of Type 300, 300ES, 300N or SB.
Type PC Pre -coat shall be applied to cover approx 70 percent of the Thickness of Type PC Pre -coat is induded in the total
thickness of the protection material. Min average and min individual density of 15 and 14 pcf, respectively., For method of density
determination, see Design Information Section, Sprayed Material.
BERLIN CO LTD —Types 300, 300ES, 300N or SB.
ISOLATEK INTERNATIONAL types 300, 300ES, 300N, SB and PC.
5B. Spray- Applied Fire Resistive Materials* — As an alternate to Item 5 and 5A - For maximum 3 hour ratings only - Applied by
mixing with water and spraying in one or more coats to the thidnesses shown in the table above (Item 5), to concrete surfaces
which are dean and free of dirt loose scale and oiL Use of Type PC Pre -coat is required prior to the application of Types 300TW or
400. Type PC Pre-coat shall be applied to cover approx 70 percent of the surface Thickness of Type PC Pre - coat is included in the
total thickness of the protection materiaL Min average and min individual density of 17.5 and 16 ire • ely, for Type 3001W
Min average and min individual density of 22 and 19 pcf, respectively, for Type 400. For method of pcf, determination, see
Design Information Section, Sprayed Material.
ISOLATEK INTERNATIONAL— Types 300TW or 400.
5C. Spray-Applied Resistive Material* — As an alternate to Items 5, 5A and 5B, Applied by mixing with water according to instruc-
tions on each bag of material Mixture can be spray or trowel applied in one or more coats. The thickness of the mixture is depen-
dent on the type of floor unit. See table below for appropriate thickness. The steel surfaces must be dean and free of dirt, loose
S
FIRE RESISTANCE DIRECTORY ISOLATEK
142 FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)
scale, and oil. Min avg density of 44 pcf with min ind value of 40 pcf for Type M ]I. Min avg density of 44 pcf with min ind value of
42 pcf for Type TG. For method of density determination, refer to Design Information Section, Sprayed Material
Material Thiclatess On Beam
Resbained Unrestrained Unrestrained
.. Assembly Assembly Beam Thlms
Rating Hr Rating Hr Rating Hr In."
1,1 -1/2 or 2 1 1 3/8
1 -1/2, 2 or 3 1 -1/2 1 -1/2 5/8
2,3or4 2 2 13/16
I 3or4 3 3 1 -3/16
4 4 4 1 -1/2
Mtl Thims on Slab In. Restrained or
Slab Thlare In. Unrestrained Assembly Rating Hr
Carbonate Mews
2-1/2 2-1/2 5/8 11/16 13/16 1-1/4 N/R
2 -3/4 3 + 5/8 13/16 1 -1/8 N/R
3 3-1/2 + + 5/8 1 -1/16 N/R
3-1/4 3-3/4 + + 9/16 15/16 1 -7/16
4 4-1/2 + + + 9/16 1 -1/8
5 5-1/2 + + + + 9/16
Thickesses measured to the face of metal lath
N /R =No Rating
+ = No Spray - Applied Fire Resistive Material required
ISOLATEK INTERNATIONAL —Types M -II, or TG. Investigated for exterior use.
6. Metal Lath — (For use on underside of concrete slab when Item 5C is used) - Not Shown- 3/8 in. diamond mesh, min 2.5 Its per
sq yd painted or galv expanded steeL Fastened to underside of slab with ribs facing down with fasteners as desrnbed in Item 7.
Lath edges overlapped approx 3 in.
7. Fasteners — (For use with Item 6) - Not Shown- No. 12 by 1 in., Type AB, with high -low threads and a flat head. For powder
actuated attachment, any standard concrete and steel fastener with a min length of 1 -1/4 in., min shank diam of 0.145 in. and a min
1/16 by 1/2 in. diam washer. Fasteners spaced 12 in. O.0 in both direction to secure lath to floor units.
*Bearing the UL Classification Mark
FIRE RESISTANCE DIRECTORY ISOLATEK
FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV)
179
Design No. P807
Restrained Assembly Rating — 2 Ht
Unrestrained Assembly Rating — 2 Hr.
Unrestrained Beam Rating — 2 Ht
Load Restricted for Canadian Applications — See Guide BXUV7
An
Beam — W8x20, minimum size.
1. Roof Covering* — Consisting of hot mopped or cold application materials compatible with insulation(s) described herein which
provide Class A, B or C coverings. See Roofing Materials and Systems Directory -Roof Covering Materials(TEVT).
2. Gypsum Concrete — Air dry density and strength approx 50 pcf and 500 psi, respectively. Dry gypsum mixture supplied in bags
containing not more than 5 per cent by weight of wood shavings or chips.
3. Wire Mesh — No. 19 SWG galv steel wire twisted to form hexagons with 2 -in. sides. In addition, straight 16 SWG galv steel wire
woven into the mesh and spaced 3 in. apart as stiffeners. Mesh installed without attachment and overlapped 6 in. at the sides.
4. Gypsum Board* — 1 in. thick gypsum panels nom 24 in. wide placed between sub - purlins, with end joints staggered in adjacent
courses
CANADIAN GYPSUM COMPANY —Type SLX.
UNITED STATES GYPSUM CO —Type SLX.
USG MEXICO S A DE C V —Type SLX
5. Sub-purlins — Spaced 24-1/2 in. OC. Maximum spacing of supports not to exceed 8 ft. 0 in. Sub - purlins welded to supports with
1 -1/2 in. long fillet welds on each side of each support.
Form Board
Thkns In.
1/2 5 -6-17 -2
2- 5-17 -2
1- 5-17 -2
000-5-14-2
1 2- 3- 17 -2 -1/2
1- 3- 17 -2 -1/2
000- 3- 14 -2 -1/2
6. Spray - Applied Fire Resistive Materials* — Applied by spraying with water, in one coat to a fmal untamped thickness as shown
above, to steel surfaces which are free of dirt, oil or scale. Use of adhesive is required. Use of tamping is optional. For method of
density determination refer to Design Information Section.
ISOLATEK INTERNATIONAL —Type D-C /F or Type II, min avg density of 13 pcf with a min ind density of 11 pd. Min
thickness 1 -5/8 in. Type HP, min avg and min ind densities of 22 and 19 pcf, respectively. Min thickness is 1 -5/8 in., Type
EBS or Type X adhesive /sealer optional.
*Bearing the UL Classification Mark
Subpurlin Type
NOTE: ALL SHEET MUST BE REVIEWED
MIAMI -DADE COUNTY BUILDING DEPARTMENT
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) • Miami, Florida 33175 -2474 • (786) 315 -2100
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE
/OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT
PROVIDE MUNICIPAL PROCESS NUMBER HERE ��►J/ --0,.<-1.4/11,c
• TION O
I, 'P •VEME r`S
1 P
CONTRACTOR
INFORMATION
Contractor No. l 5! 81-47,?
Last four (4) digits of Qualifier No. 47 S
S
lio \\ 2 k'3(.0 - 00 �� D L
Contractor Name 1 Mar \< \�w�bt e 5
t Block C
Qualifier Name V 4c i\ \A 1/4.ftviA.S0\ E'S
Subdivision PBpg \
\0 L1 MO ` ' \VACosv1L,��
Ad ress
etes and bounds C
City ca`�G� State'7!-° Zip1'e0►
Ti( OF
lMENj
] New Construction on [
[ ] Demolish C
Current use of property U ✓t, v eg' S' ' - 1
Description of Work \i e-
_
Sq. Ft. Units Floors
Value of Work pp
s ]
] MBLD" i
i
REVIEW STATUS
[ ] Chg. Contractor O
OWNER'S NAME
Owner_CAc f p
pr�.l 4____ t
1 MELE [
City0k.C24.' Nei 4 States ZIP-3'3 ILO\
[ ] MLPG V
Phone
MMEC [
Last four (4) digits of �,
FIRE F
C V
e `VL' d c..,-, A
ARCHITECT /
ENGINEER
Owner PA `civv'll; �\ $ �f1CiL\ON/vk}c
V A
Add ‘ `L1 \eru �J+ •'
FIRE SPECIAL
REQUEST PLAN
REVIEW (SRI)
DERM OPTIONAL PLAN
REVIEW (OPR)
123_01- 192 3/08
BUILDING PERMIT CATEGORIES
CATEGORY DESCRIPTION PERMIT TYPE
BUILDING
01 GENERAL BUILDING - COMMERCIAL MBLD
02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD
08 CANVAS AWNING MBLD
10 COMMUNICATION TOWER MBLD
15 DEMOLITION MBLD
29 METAL AWNING & STORM SHUTTER MBLD
48 SCREEN ENCLOSURES MBLD
55 SWIMMING POOL MBLD
56 TENNIS COURTS (SURFACE PAVING) MBLD
86 TRAILER TIE DOWN MBLD
88 WALK -IN COOLER MBLD
91 MARINAS MBLD
92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY) MBLD
95 SHINGLES (ASPHALT, FIBERGLASS) MBLD
96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD
97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD
99 SOIL IMPROVEMENT MBLD
0100 BULK STORAGE PROPANE TANK MBLD
0101 REMOVABLE STORM PANELS MBLD
0107 TILE ROOF MBLD
0110 WATER MAIN MBLD
0111 SITE PLAN MBLD
0112 INDOOR EVENT /EXHIBIT MBLD
ELECTRICAL
04 FIRE ALARM SPECIALTY MELE
16 SPECIALTY WIRING MELE
38 GENERATORS MELE
LPGX
01 LIQUEFIED PETROLEUM GAS MLPG
02 MISCELLANEOUS MLPG
04 LIQUEFIED PETROL. GAS /STATE MLPG
MECHANICAL
09 ABOVE/BELOW GROUND TANKS/PUMPS
& POLLUTANT STORAGE SYSTEM MMEC
38 COMMERCIAL HOODS MMEC
43 FIRE CHEMICAL MMEC
46 SPRAY BOOTHS MMEC
48 SMOKE CONTROL MMEC
52 RESIDENTIAL ELEVATOR MMEC
FIRE
32
FIRE SPRINKLER FIRE
MANUEL SYNALOVSKI ASSOCIATES, LLC
1800 Eller Drive, Suite 500 • Fort Lauderdale, FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807
September 8, 2011
Norm Bruhn, Building Official
Village of Miami Shores
10050 NE Second Avenue
Miami Shores, FL 33138
RE: Barry University -Wiegand Center
Mr. Bruhn:
As the Architect of Record we offer the following as a summary of the scope of the work for the
project at Barry University's Wiegand Center.
1. Asbestos Abatement of Roof Steel Structural Fireproofing, some Vinyl Composition
Tile and Ductwork Mastic.
2. Re- Fireproof the steel roof members utilizingtafco Blazeshield II.
3. Reinstall Vinyl Composition Tile in abated areas.
4. Reinstall ductwork removed throughout the building.
5. Reinstall acoustical tile ceilings.
6. Reinstall /upgrade lighting.
Please do not hesitate to contact this office should you have any questions or concems with the
above.
Respectfully.
Manuel Synalovski, AIA,
Managing Partner
FL Lic. #11,628
MAft L SYNALOVSKI ASSO afATE?5 lC
Vii/ oss-YFs -"
NOTE: ALL SHEET MUST BE REVIEWED
MIAMI -DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT
Herbert S. Saffir Permitting and Inspection Center
• 11805 SW 26th Street (Coral Way) • Miami, Florida 33175 -2474 • (786) 315 -2100
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
- THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE
AND/OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT
PROVIDE MUNICIPAL PROCESS NUMBER HERE ® /f Ocj�8 Sg-
LOCATION OF
IMPROVEMENTS
Job Address 0 /100 /4/6- w4,1 Apt,
CONTRACTOR
INFORMATION
Contractor No.
Last four (4) digits of Qualifier No.
Folio
Contractor Name + eoef.161r �'
Lot Block
Qualifier Name =' •
Subdivision PBpg
Address /O a & di4) /S'
Metes and bounds
City /` /%& State %Zip
TYPE OF
IMPROVEMENTS
[ ] New Construction on
Vacant Land
[Alteration Interior
[ ] Alteration Exterior
[ ] Relocation of Structure
[ ] Enclosure
[ ] Repair
[ ] Repair Due to Fire
[ ] Demolish
[ ] Shell Only
[ ] Addition Attached
[ ] Addition Detached
[ ] Re -Roof
[ ] Foundation Only
[ ] Tent
Current use of property
Description of Work rr V /-r* e w
,e/f'B sq
Sq. Ft. Units Floors
Value of Work
PERMIT TYPE
[ MBLD*
Category
REVIEW STATUS
[ ] Chg. Contractor
[ ] Re -Issue
[ ] Re -Stamp
[ Revision
[ ] Not Applicable for
Fire
OWNER'S NAME
Owner a CA9> v
Address / cO /'e '•
[ ] MELE
City/‘k4v Statere-°Zip
Phone
[ ] MLPG
[ ] MMEC
Last four (4) digits of
Owner's Social Security No.
[ ] FIRE
PERSON TO
PICK UP PLANS
Name /reed, ,p v
ARCHITECT /
ENGINEER
Owner Ar -iim i14 Itkvii
Address /ICC 00- (Lt.:, < 4,
Address f'0 g& L.3 .../g l' Cl
City ;1:-Z " i�.a Statef Zip 3 337
City /4 State !`6- Zip
Phone ��s 1 '47— 6iroa
Phone 7 - Zel) -1,L/ "e
FIRE SPECIAL
REQUEST PLAN
REVIEW (SRI)
I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour
and $65 per each add' . - . hour y Idition tot > view fees. Minimum charge one -hour.
1st Request: 4' c, r1` tet°.2 Date: "9`- 7 9- //
2nd Request: Date:
3'd Request: Date:
I DERM OPTIONAL PLAN
REVIEW PPR)
a
I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline.
Additional review fee a apply..
1st Request: 9" ` � `r'®-` "� Date: F.- J 9-1/
2nd Request: Date:
3'd Request: Date:
123_01-192 8 /10
BUILDING PERMIT CATEGORIES
CATEGORY DESCRIPTION PERMIT TYPE
BUILDING
01 GENERAL BUILDING - COMMERCIAL MBLD
02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD
08 CANVAS AWNING MBLD
10 COMMUNICATION TOWER MBLD
15 DEMOLITION MBLD
29 METAL AWNING & STORM SHUTTER MBLD
48 SCREEN ENCLOSURES MBLD
55 SWIMMING POOL MBLD
56 TENNIS COURTS (SURFACE PAVING) MBLD
86 TRAILER TIE DOWN MBLD
88 WALK -IN COOLER MBLD
91 MARINAS MBLD
92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY) MBLD
95 SHINGLES (ASPHALT, FIBERGLASS) MBLD
96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD
97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD
99 SOIL IMPROVEMENT MBLD
0100 BULK STORAGE PROPANE TANK MBLD
0101 REMOVABLE STORM PANELS MBLD
0107 TILE ROOF MBLD
0110 WATER MAIN MBLD
0111 SITE PLAN MBLD
0112 INDOOR EVENT /EXHIBIT MBLD
ELECTRICAL
04 FIRE ALARM SPECIALTY MELE
16 SPECIALTY WIRING MELE
38 GENERATORS MELE
LPGX
01 LIQUEFIED PETROLEUM GAS MLPG
02 MISCELLANEOUS MLPG
04 LIQUEFIED PETROL. GAS /STATE MLPG
MECHANICAL
09 ABOVE/BELOW GROUND TANKS/PUMPS
& POLLUTANT STORAGE SYSTEM MMEC
38 COMMERCIAL HOODS MMEC
43 FIRE CHEMICAL MMEC
46 SPRAY BOOTHS MMEC
48 SMOKE CONTROL MMEC
52 RESIDENTIAL ELEVATOR MMEC
FIRE
32 FIRE SPRINKLER FIRE
Permit No: 11 -1447
Job Name:
September 21, 2011
Miami Shores Vivage
Building Department
Building Critique Sheet Revision
1) Provide approval from Miami Dade County Fire Dept.
2) Provide approval from Miami Dade County DERM.
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204