RF-14-671�[ Miami Shores Village
' Building Department
10050 N.E.2nd Avenue, Miami Shores, Fldrida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: Z--2, NE E 11 4:�
-::—�
APR Q 2 2 14 j
BY: J
FBC 20 (AD
Permit No. I
Master Permit No. �� l
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: o
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple
Address: —'!�z t\/ E
City: k'0--^7 S, State:
Tenant/Lessee Name: _
Email: C f -t k t` 61
CONTRACTO.
Address: _ 7
City:
Qualifier Name:
NO
Zone:
State Certification or Registration #: aC z� n c5w Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: IS 1 0 jW Square/Linear F e of Work: Z_' W
Type of Work: DAddition OAlteration ❑New laRepair/Replace ODemolition
Description of Work: rr� r
Color thru tile:
Submittal Fee $ Permit Fee $ So o CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $ Row
TOTAL FEE NOW DUE $ °
1 CO.
Bonding Company's Name (if applicable)
B@nding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
zip
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 approved and a reinspection fee will be charged.
Signature
'Owner or Agent
The foregoing instrument Vas acknowledged before me this
day of ?, 20 , bV , .41r jet%
who is own to me or who has produced
As identification and who did take an oath.
NOTARY
My Commission" Notary Pubk Stags of Fbrift
Alexander Plno
My Commission FF WOW
7WO'O'D Expires 03/2W017
Signature
Contractor
The foreg4g,ment wascknowledged be re me this
day of , 20 , �y ` J
who is pe to me or who has produced
APPROVED BY 4116/1e(Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/I0iL()09)(Revised 3/15/09)
NOTARY
Print:
and who did take an oath.
Notary PubecSWe of Florida
Alexander Pinto
My Cwffftsion FF 000588
Expin3s 03126=17
Zoning
Clerk
r
10050 N.E. SECOND AVE.
MIAMI SHORES, FLORIDA 33138-2382
Telephone: (305) 795-2207
Fax: (305) 756-8972
DAVID A. DACOUISTO, AICP
PLANNING & ZONING MREGTOR
DEVELOPMENT ORDER
File Number: PZ -3-14-201484
Property Address: 32 NE 91 St.
Property Owner/Applicant: Nooria Rahmanie
Address: 32 NE 91" Street, Miami Shores, 33138
Agent:
Address:
Alexander Pino
1110 SW 31st Avenue, Miami, FL. 33135
Whereas, the applicant Nooria Rahmanie (Owner), has filed an application for site plan
review before the Planning Board on the above property. The applicant sought approval
as follows: Special site plan review and approval. Metal Roof.
Whereas, a public hearing was held on March 27, 2014 and the Board, after having
considered the application and after hearing testimony and reviewing the evidence
entered, finds:
1. The application was made in a manner consistent with the requirements of
the Land Development Code of Miami Shores Village.
2. The conditions on the property and the representations made at the hearing
merit consideration and are consistent with the requirements of the Land
Development Code.
The Board requires that all further development of the property shall be performed in a
manner consistent with the site plan, drawings, and the conditions agreed upon at the
hearing:
1) Approval is for a Sandstone color standing seam metal roof.
2) Applicant to obtain all required building permits before beginning work.
3) Applicant to meet all applicable code provisions at the time of permitting.
4) This zoning permit will lapse and become invalid unless the work for which it
was approved is started within one (1) year of the signing of the development
order by the board chair, or if the work authorized by it is suspended or
abandoned for a period of at least one (1) year.
Page 1 of 2
DO PZ-3-14-201484—Rahmanie
The application with conditions was passed and adopted this 27h day of March, 2014 by
the Planning and Zoning Board as follows:
Mr. Abramitis YES
Mr. Busta YES
Mr. Reese YES
Mr. Zelkowitz ABSENT
Chairman Fernandez YEs
y �arcl
2
Dat Ri d M. Fernandez
Chairman, Planning and
Page 2 of 2
DO PZ -3-14-201484 Rahmanie
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
APRIL 7, 2014
Permit No: RF 14-671
Planning Critiaue
1. METAL ROOFS REQUIRE PLANNING BOARD REVIEW AND APPROVAL FOR
MATERIAL AND COLOR. CONTACT THE PLANNING DIRECTOR FOR AN
APPLICATION AND DETAILS.
David Daquisto
305-762-4864
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.
Miami Shores village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
April 2, 2014
Permit No: RF 14-671
Building Critique Review
1. Zoning approval required prior to roofing review.
Ismael Naranjo
Building Official
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.
A 4Rn® CERTIFICATE OF LIABILITY INSURANCE DATA 1M6r/DDM'YY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INF 1 111ATION ONLYAND CONKERS NO RIGHTS UPON TI CERTIFICATE HOLDER S
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,
EXTEND OR ALTER THE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE AA CONTRACT BETWEEN THE I��Ha INSUREII AUETPOLICIES
HO
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT. If tho cmNBcal holder is an ADDITIONAL INSURED, she pallOyttosl must be endorsed, If SUBROGATION 10 WAIVLD, subjeot to
file terms and condhtons all paticy, Gamin policies may;o ulra an endersomORL A statement an this cardAeate chem not canter rlOhts to tho
CorilfiCato holder In Bou of such ondamomontls).
PRODUCER NAC
West Holiday hlsurorme PH Ne JESSICA TCJEOA
6905 W. 4th Avo. 30 828.5655 Nell 828.9282
Will FL 33014 JESSICAMONLINEWHI,COM
INSURED --- ---- • w. .wv ocwtrzo's INSURER A a UNITED SPECIALTY INSURANCE
PRESTIGE ROOFING CONSULTING INC INSURER D TRAVELERS
R.RR D
2711 SW 137 AVENUE #91 I sus
MIAMI. FL 33175 306 SURER a
+�+.� +5 +u GCIirIFY TMAT THE POLICIES OF WSUSSUED TO •.r.,wv+� ,xviwl
INDICATED. N01WMHSTANDING ANY REOUIREME�7ELRM OR CONDITION OFBANY (CONTRACT OR OTHER DOCUMENT WITH RESPEOI TO WHICH THIS
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OfiSCR19FD HIN IS SUETJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE. SM REDUCED BY PATO CLAIMS.
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LJ 03/29@014 03/28/2015 PERSONAL S AM L URY E 1,000,OOOAO
GENERALAOORECATE S 000 N UO
GENt AGORQp -OAPPLIES PER: etptea Arm s 1 _�_nnn M
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DESCRIPTION OF OPERAYIONS f LOCATIONS I VEHICLES (Affffdh ACORD 101, Adel1lonal Remarks 9ehetlule+ N mora .pace Is roqufrvel
ROOFINGS
MIAMI SHORES
10060 NE 2 AVE
MIAMI SHORES, FL 33138
ACORD 25 (2010/06) OF
Z/Z d 0£51 589 009 L << £LttgZZ50£
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL 09 DELIVERED IN
ACCORDANCE III TH6 POLICY PROVISIONS.
AUTHOR=1TEPRdagNTATive
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Tho ACORD namo and logo aro roglstorod mall Of ACORD
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ROOFINGS
MIAMI SHORES
10060 NE 2 AVE
MIAMI SHORES, FL 33138
ACORD 25 (2010/06) OF
Z/Z d 0£51 589 009 L << £LttgZZ50£
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL 09 DELIVERED IN
ACCORDANCE III TH6 POLICY PROVISIONS.
AUTHOR=1TEPRdagNTATive
01988,2010 ACORD CORPORATION. All rights rasorvod.
Tho ACORD namo and logo aro roglstorod mall Of ACORD
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Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day'"
Section A (General Infor7
Master Permit No: Process o -'�. a
Contractor's Name: �� j a 2014
`7�
Job Address:
_j
Roof Category
e,riio mi SI -ores Village
ngk"OVED
BY
DATE
ZONING DEPT
f
4_/Z L/-7
BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
❑ Low Slope ❑ chanically Fastened Tile Mortar/Adhesive Set Tile
❑ Asphaltic Shingles Metal Panel/Shingles Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other:
Roof Typ
❑ New Roof Re -Roofing ❑ Recovering ❑ au ain ance
Are there Gas Vent Stacks located on the roof? ❑ Yes No s, what type? ❑ Natural ❑ LPGX
Roof System Information
147 _A10
21v�
Low slope roof area (ft.2) Steep Sloped area (ft! tal (ft.2)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):
. . .... ......
71000:*. .
.. ... .....
.... .. .....
.. .. . . ......
j
1
vsa.aa.avva%i " L
VORI 77M77
Miami -Dade County
HVHZ Electronic Roof Permit Form
Section D Metal Roof System
Roof System Manufacturer: Major's Metal Roofing & Custom Sheet Metal
Notice of Acceptance Number: 11-1202.03
Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -47 P 2: -81.9 P 3: -121
Maximum Design Wind Pressures, (From the NOA Specific system): -131 psf
Fill in the specific roof assembly components. if a component is not required, insert not applicable (nia) in the text box.
Roof Slope: 4 11/12"
Roof Mean Height: 20 ft.
Clip or Screw Spacing for Metal Roof Panel Attachment
Field: 34 " o/c Perimeters: 8 " o/c Comers: 8 " o/c
Number of screws required per clip: 2
Perimeter Width: 4 ft.
Screw Type, Size, & Gauge for Clip or Metal Panel
Attachment:
#10x1" Steel Pancake Head Screws
Deck Type: --5/8" Plywood - 01
-
Optional Nailable Substrate:
N/A
Optional Nailable Substrate Attachment Method:
N/A
Optional Insulation:
N/A
Optional Insulation Attachment Method:
N/A
Fire Barrier:
VERSASHIELD
Underlayment Type: 0000
#30 PAPER •�• •��•••
.. 0000
0000.. 0000
Underlayment Fastener Type:sees
...:..
1.25" Ring Shank Roof Nail WMpi.C.%P.• •
0000.. ..
Optional Peel & Stick Membrane: • • 0 • • • •
0000..
N/A • • •
0000..
Metal Roof Panel: '
.. 0000
Steel 1.5" Mechanically Seamed Panel "'
Drip Edge Size & Gauge: --3" face 24 ga.--
Drip Edge Material Type: --Galvinized Metal—
Drip Edge Fastener Type: 1.25" Ring Shank Roof Nail
Hook Strip/Cleat gauge or weight: ""/a-'
0000..
0000..
.00000
*0000
0000•
000•••
0
00000•
•00000
MIAMIM Miami -Dade County CATEGORY 11C-1 "
r HVHZ Electronic Roof Permit Form
Section D Metal Roof System
"Delivering Excellence Every Dae
Roof System Manufacturer: Major's Metal Roofing & Custom Sheet Metal
Notice of Acceptance Number: 11-1202.03
Minimum Design Wind Pressures, (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7
Maximum Design Wind Pressures, (From the NOA Specific system): -131 psf
Fill in the specific roof assembly components° if a component is not required, Insert not applicable (n/a) in the text box
Roof Slope: 4 11/12"
Roof Mean Height: 20 ft.
Clip or Screw Spacing for Metal Roof Panel Attachment
Field: 34 " o/c Perimeters: 8 " o/c Comers: 8 " o/c
Number of screws required per clip: 2
Perimeter Width: 4 ft.
Screw Type, Size, & Gauge for Clip or Metal Panel
Attachment:
#10x1" Steel Pancake Head Screws
Deck Type: —5/8" Plywood--
Optional Nailable Substrate:
N/A
Optional Nailable Substrate Attachment Method:
N/A
Optional Insulation:
N/A
Optional Insulation Attachment Method:
N/A
Fire Barrier:
VERSASHIELD
Underlayment Type:
,�••
s •
#30 PAPER
Underlayment Fastener Type: 0 0 0'
1.25" Ring Shank Roof Nail W/Tip��.p 0 •*009.
���••'
000000
.. .
..:..'
Optional Peel & Stick Membrane.'..'
0 's s
s • s s s 0
s
•sssss•
.
s
N/A • •
•
. .
s .
..s...
sssss•
Metal Roof Panel: ••
•
• • • • •
.. s
0000
Steel 1.5" Mechanically Seamed Panel
s •"
Drip Edge Size & Gauge: --3" face 24 ga.- 01
-
Drip Edge Material Type: --Galvanized Metal—
Drip Edge Fastener Type: 1.25" Ring Shank Roof Nail
Hook Strip/Cleat gauge or weight: —n/a--
ROOFING APPLICATION STANDARD (RAS) No. 127
PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE AND MINIMUM
CHARACTERISTIC RESISTANCE LOAD TO INSTALL A TILE SYSTEM ON A
BUILDING OF A SPECIFIED ROOF SLOPE AND HEIGHT
1. scope
Tbis standard covers the procedure for deter-
mining the Moment of Resistance (M,) and
Minimum Characteristic Resistance Load (F)
to install a tile system on buildings of a specified
roof slope and height. Compliance with the re- 3.
quirements and procedures herein specified,
where the pressures (P.,J have been deterrmned
based on Table 1 or Table 2 of this standard, as
applicable, do not require additional signed and
sealed engineering design calculation. All other
calculations must be prepared, signed and
sealed by a professional engineer or registered
architect. Table 1 is applicable to a wind speed
of 175 mph, risk category H buildings, and ex-
posure category C. Table 2 is applicable to a
wind speed of 175 mph, risk category H build-
ings, and exposure category D.
2.6 Compare the values for M„ with the val-
ues forK, noted in the ProductApproval.
If the Kvalm are greaterthanorequalto
the M, values, for each area of the roof
[Le., field Pal), perimeter F.A2) and
corner P,,(3) areas], then the tile attach- e
meat methal is acceptable.
Kw to determine the Mlaimum Cbxmcter-
istie Rance Lead (Jr) (Uplift Bawl Sys-
tem)
3.1 Determine the minimum design pressures
for the field, perimeter and coiner areas
[1'.,a(I), P.4(2) and P.A3), respectively] :
using the values given in Table 1 or Table
2, as applicable, or thou obtained by en-
gineering analysis prepared, signed and
sealed by aprofassionalengineer orre&-
tered architect based on the criteria set
forth in ASCE 7.
L flow to determine the Moment Resistance 3.2 Determine the angle (0) of ramf slope, .
(M,) (Moment Based Systems) from Table 1 or Table 2, as applicable.
2.1 Determine the minimum design wind
pressures for the field, perimeter and cor-
ner areas (P„01, P.42 and P,d3, respec-
tively) using the values given in Table I or
• 'Table 2, as applicable, or those obtained
by engineering analysis prepared, signed
and seated by a professional engineer or
registered architect based on ASCE 7.
2.2 Locate the aeraiynamic multiplier (b) in
ale Product Approval.
2.3 Determine the restoring moment due to
gravity (Ms) per Product Approval,
2.4 Determine the attachment resistance (M,)
per Product Approval.
2.5 Determine the Moment of Resistance
NJ per following formula:
M,= (PW XI) - Ms
2010 FLOWDA BUMDNG CODE —TEST PROTOCOLS HVHZ
3.3 Determine the length (1), width (w) and
average tile weight (W) of tile, per Prod-
uct Approval.
3.4 Determine the required uplift resistance
(Fj per following formula:
F,=[(P,wXIXw)-W]XCos 0 '
3.5 Compare the values for F, with the value] • • • •
for F noted in the Pwkct If • • • •
the F values are greater "A 0 -6 -equal to *see
the Fx values, for each agpf 1pof (i.e. • : •
field P„a(1) perimeter m corner
P.A3) areas], than the 13Ie Wachment: •
method is acceptable. . • • • •.• • 000
•
.• •• • ••
•••••• •
• • •
• • •
• • •
•• • ••••
(tiASj 127.1
•
•M•
•«•
http://www.madcad.com//library/?Page=Pagemrinter&bid=161687&p=102 6/28/2012
a
(RAM ft 127WNRIUM
DESIGN WIND UPLIFT IN PSF FOR FIELD 1P.sn(1)], FERBlEtER 1P=$2)] AND CORNER lP�)] ALAS OF ROOFS
FOR EURE XPOSD BUOdXNG$ WtiN A RCGP Atl2Ati t'P AS �ECBIEDs
SOF
SLOPE
> 2:12 to 5 6:12
> 6:12 to 512:12
TABLE 1- RISK CATEGORY 0 EXPOSURE CATEGORY'C"r
Roof inesnheight
DESIGN WIND UPI.B-l' PRESSURES IN P� FOR FEW IPesAfllPMWWTER . ��)) AND COMM �'.�(3jj AREAS OF ROOFS
P�(2}
P�(3)z
pal)
P�3)
S
FOR EXPOSURE C w17Yt A ROOF N tiBGMT ASPECWIW
-47.0
-121.0
.-51.4
-60.1a20'
ROOFw
a2:12to 56:12
.4
>6:]2512:12
>30' to 5 35'
1
-76.6
-113.2
-48.1
M
SLOPE
-45.1
-78.7
-116.3
-49.4
-87.8
-86.4
-65.9
>3S' to 540'
-52.7
-91.9
-135.8
-57.7
-67.9
&
Roof mean height
P�(1}
P�(2)
P�(3)z
P�(1)
pUUMUM .{3}
5 20'
-39.1
-68.1
-100.7
-42.8
-54.0
>20' W 5 25'
-44.9
-71.3
-145.4
•44.8
-523
>25' to 534'
-42.4
•73.9
-149.3
-46
c
Calculated in accordance with ASDL.
aPor Hip Rods with slope S3.S:12, P.t3) shall be u as P.(2).
3 Pd a 0.��
C
i
C
t
z , sF�ll ,
0000
• 0000
••
•
•• • 0000
•
•
0000.• 0000
0000
•
0000.• •
•
0000 0000
•
0000
0000
•
0000.• •
•
••
•• •• • ••
•
••
0000•• .
•
• • •
*000
0000••
•• • 0000
•
•
•.•0
PM) 127.2 2010 FLORIDA BUILDING CODE - TEST PROTOCOLS HMf1t2
TABLE 2- RISK CATEGORY tl EXPOSURE CATEGORY 'Wo
DESIGN WIND UPLIFT IN PSF FOR FIELD 1P.sn(1)], FERBlEtER 1P=$2)] AND CORNER lP�)] ALAS OF ROOFS
FOR EURE XPOSD BUOdXNG$ WtiN A RCGP Atl2Ati t'P AS �ECBIEDs
SOF
SLOPE
> 2:12 to 5 6:12
> 6:12 to 512:12
Roof inesnheight
P�(1)
P�(2}
P�(3)z
pal)
P�3)
5 �}'
-47.0
-121.0
.-51.4
-60.1a20'
_
to15 25'
-48.$
.4
-54.3
>30' to 5 35'
-43.9
-76.6
-113.2
-48.1
-56.2
>35' to 540'
-45.1
-78.7
-116.3
-49.4
-87.8
TABLE 2- RISK CATEGORY tl EXPOSURE CATEGORY 'Wo
DESIGN WIND UPLIFT IN PSF FOR FIELD 1P.sn(1)], FERBlEtER 1P=$2)] AND CORNER lP�)] ALAS OF ROOFS
FOR EURE XPOSD BUOdXNG$ WtiN A RCGP Atl2Ati t'P AS �ECBIEDs
SOF
SLOPE
> 2:12 to 5 6:12
> 6:12 to 512:12
Roof inesnheight
P�(1)
P�(2}
P�(3)z
pal)
P�3)
5 �}'
-47.0
-121.0
.-51.4
-60.1a20'
_
to15 25'
-48.$
-$5.0
-125.7
•53.4
-62.4
>25' to15 30'
-503
-129.6
-55.0
-54.4
a30'to53S'
-SI.S
----87.7
-89.9
-132.7
-86.4
-65.9
>3S' to 540'
-52.7
-91.9
-135.8
-57.7
-67.9
http:lJwww.madcad.com//libraryJ?page=Pagerprinter&bid=161687&p=102 6/28/2012
http://www.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012
{RAS) No. 127
TABLES
`
WHERETOOBTABI RIMMAMOM
Desaftflon
Wheratoew
Table I or Table 2, as applicable, or by an
Design Preserve
P.(1) or P.,(2) or PJ3)
enpitceeranalysis prepared, signed and
sealed by a professional engineer based
on ASCE 7
Mean Roof Hsi
H
Tob site
Roof SIW
0
Job site
Aerodynamic
x
Product Approval
Ratorig Moment due to Gravity
K
Product Approval
Attachment Resiounce
Mr
p"*Ct NTMW
RegWred Moment Resistance
K
calcub"
Minimum C hmactmioc Resistance Load
F
Product Appmal
Regoted UpM Resistance
Fr
Calculated
Ammy Tile Wei&
W
ft,&ct
Dile Dimensions
Froduet Approval
AR calcnlatioas must ba submitted to the Wftg official at ft &w of petminb*.
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2010 FLORIDA BUILDING CODE—TEST PROTOCOLS HVHZ
M")127.3
http://www.madcad.com//library/?page=Pagerprinter&bid=161687&p=102 6/28/2012
®� OWNER'S NOTIFICATION FORM
SECTION 1524
HIGH VELOCITY HURRICANE ZONE—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15
of the Horida Building Code, Building govern the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between the
owner an the contractor. The owner's initials in the designed space indicates that the item has been explained.
Ph1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for
te purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between
the ow r and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in
)accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.
P(Ther deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.
houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify
the oc5opants and adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the
undr5honding
f the decking may not be acceptable. The owner provides the option of maintaining its appearance.
water: The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may
require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of
the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding
conditio ould be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ad r
Pp eq Y�[ �►f Ply.
a build up of water. Perimeter/edge walls or other roof extensions may block this discharjeifo4erflow gouppers (walk:
outlets) are not provided. It may be necessary to install overflow scuppers in accordance WItOlhe regURIments oT""'
Chapter nd 16 herein and the Horida Building Code Plumbing. a 0
7. Ventilation: Most roof structures should have some ability to vent natural airflo h Dint riot ofxji„'
structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. % 0.00 0.0.00
Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect tOrcilin ate the altic ventig,":0
shall not be required. 0 . . 0
. .
Owner's/Agent's Si
Contractor's Signat
Property Address:
12301-197 12/09
AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami -Dade County Building Official
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name
Property Address ZD2 & ✓ A
Roofing Permit Number
Dear Buil ' g Official:
c
I d P certify that the roof decking attachment and fasteners have been
strengthened,mi- corrected an a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitior a ofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B-3.047 F.A.C.
Agent
Agent
Prin
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STATE OFFLO OF -DAD E
•••�••
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Sworn to and s bed before me th'
• • • •
• • • •
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Public State of FlarkW
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o► a Expires 03/28/2017
• •
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Perso
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or Produced Identification
fs:f
Ll
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMIC,Y RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami -Dade County Building & Neighborhood Compliance Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name
Property Address
Roofing Permit Number
Dear Building Official:
I l�aI/qwanp certify that I am not required to retrofit the roof to wall
connec ns of my building because:
e just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00.
The building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
;Spilalure of Property Owner
/\J'k
Print Name
STATE OF FLORIDA COUNTY OF-DADE
Sworn to and subscribed before me this
day of
(SEAL) Nomry Public Stale of FloWa
.AlmrWw Pino
My Corrxniruion FF 000588
or Expims 0312&42017
Personally known
or Produced Identification
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
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When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
x
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Sheet, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/Dera
Major's Metal Roofing & Custom Sheet Metal, Inc
406 NW 54" Street
Miami, FL 33127
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the
right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Steel 1.5" Mechanically Seamed Panel
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NGA%Failure
to comply with any section of this NOA shall be cause for termination and removal oMA. • • • • *000 : •
•• • •••• •
ADVERTISEMENT: The NOA number receded b the words Miami -Dade Co . • ' ri +• • • • • • • • •
p y u4ty. ,� 'da, an� followed !
b the expiration date may be displayed in advertising literature. If an portion of the NOA is d ; • • • •
Y P YS y p • lsplayed,
then it shall be done in its entirety. go**** • • • • 00000
INSPECTION: A copy of this entire NOA shall be provided to the user by the =4'A 0 Wer or ita • •.,' •
distributors and shall be available for inspection at the job site at the request of thet3ui'lcIng Oajg. ......
• . • . •
This revises NOA# 09-0310.04 and consists of pages 1 through 7. + • • • • • •
The submitted documentation was reviewed by Alex Tigera. see*
NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category
Roofing
Sub -Category,
Non -Structural Metal Roofing
Material:
Steel
Deck Type:
Wood
Maximum Design Pressure See Table A & Table B
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product
Dimensions
Specifications Description
Steel 1.5"
Length: varies
TAS 125 Corrosion resistant galvanized or
Mechanically
Coverage width: 12",
galvalume preformed, coated,
Seamed Panel
16" & 20"
prefmished, metal panels.
Height: 1.5"
min. 24 gage (0.0239")
Panel Clip
1= 2"
TAS 110 ASTM Grade 50 preformed,
w=2"
galvalume steel clips with two
h = 1.5"
preformed holes.
min. 24 gage (0.0239")
Stainless Steel
1=2"
TAS 110 Grade C preformed, stainless steel
Panel Clip
w = 2"
clips with two preformed holes.
h = 1.5"
min. 24 gage (0.0239")
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
Product
Dimensions
Product Manufacturer
Description
Fasteners
#10
Corrosion resistant steel screws for Generic
fastening of clip.
MANUFACTURING LOCATION:
1. Miami, FL.
EVIDENCE SUBMITTED:
0000
• 00••04
0000••
Test Agency
Test Identifier
0 0
.. • 0000
Test Name/Report ..444. Date►:.
•
0
4444:4
Valspar Corporation
000..
ASTM G 230 4
0000..
0000 .000
ASTM B 117 •.444• •4444•
.4440
PRI Asphalt
MRI -001-01-01
TAS 100 ••:•0:08/1$03 •.
040'0
Technologies, inc.
.... . 0 0
000000
Hurricane Test
0299-0801-03
0000..
TAS 125 4 X10/27JQJ:;4
so
••••'•
Laboratory, Inc.
0 4 • a
:0 000:
Hurricane Test
0299-0320.04
.. 0000
TAS 125 03/2544:
Laboratory, Inc.
NOA No.: 11-1202.03
MwMNe counrrr Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 2 of 7
APPROVED ASSEMBLIES:
System A: Steel 1.5" Mechanically Seamed Panel (Maximum 20" coverage width panels)
Deck Type: Wood, Non -insulated
Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re-
roofing 15/32" or greater plywood.
Slope Range:
Maximum Uplift
Pressure:
211
: 12" or greater
See Table A below
Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than
8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the
perimeter of the sheet. In reroofing, where the deck is less than 19/32" thick
(Minimum 15/32") The above attachment method must be in addition to existing
attachment.
Underlayment: Minimum underlayment shall be a ASTM D 226 Type H installed with a
minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with
corrosion resistant tin -caps and 1'/a" annular ring -shank nails, spaced 6" o.c. at
all laps and two staggered rows 12" o.c. in the field of the roll. Or, any Miami -
Dade County Product Control Approved underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire
directory listing for fire ratings of this roofing system assembly as well as the
location of the fire barrier within the assembly. See Limitation # 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard
RAS 133 and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s current
published installation instructions.
Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in
Accessories: compliance with Major's Metal Roofing & Custom Sheet Metal, Inc.'s current,
published installation instructions and details. Flashing, penetrations, valley
construction and other details shall be constructed in compliance with the
minimum requirements provided in Roofing Application Standards RAS433;
Panels shall be installed with galvanize/stainless steel clip;Q74cyag x 2'.yvj g x
1.5" tall), attached to substrate with two corrosion resistant.Vegl #10 wood.
screw of sufficient length to penetrate through the sheathing•& imum of -
3/16". Clip fastening shall start 3" from panel end and shaV1Ye&tmaxivftW.
spacing as described below in Table A. thereafter. Standin4 !!gins shalf fie"
mechanically seamed to a full 900 seam, (single lock). ..' ..' • •
TABLE A 0000..
MAIIIMUM DESIGN PRESSURES .'.
00 0 0000
Roof Areas
Field
Perimeter and Corner" •
Maximum Design Pressures
—57.3 psf
—101 psf
Maximum Clip Spacing
34" o.c.
8" o.c.
1. Extrapolation shall not be allowed
NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 3 of 7
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
System B: Steel 1.5" Mechanically Seamed Panel, (Coverage width 12" & 16")
Deck Type: Wood, Non -insulated
Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re-
roofing 15/32" or greater plywood.
Slope Range:
Maximum Uplift
Pressure:
211: 12" or greater
See Table B below
Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than
8d annular ring shank nails spaced 6" o.c. in the field and 4" o.c. along the
perimeter of the sheet. In reroofing, where the deck is less than 19/32" thick
(Minimum 15/32") The above attachment method must be in addition to existing
attachment.
Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a
minimum 4" side -laps and 6" end -laps. Underlayment shall be fastened with
corrosion resistant tin -caps and 1'/a" annular ring -shank nails, spaced 6" o.c. at
all laps and two staggered rows 12" o.c. in the field of the roll. Or, any Miami -
Dade County Product Control Approved underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire
directory listing for fire ratings of this roofing system assembly as well as the
location of the fire barrier within the assembly. See Limitation # 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard
RAS 133 and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s current
published installation instructions.
Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in
Accessories: compliance with Major's Metal Roofing & Custom Sheet Metal, Inc.'s current,
published installation instructions and details. Flashing, penetrations, valley
construction and other details shall be constructed in compliance with the
minimum requirements provided in Roofing Application Standards RAS 133.
Panels shall be installed with galvanize/stainless steel clips (2" long x 2; •Nyi�,de x
1.5" tall), attached to substrate with two corrosion resistant steel #10 4Z.'
screw of sufficient length to penetrate through the sheathmi e a minimum of • •
3/16". Clip fastening shall start 3" from panel end and sha*boot maxiMGAi
spacing as described below in Table B. there after. Standillj%Mhs shall be
mechanically seamed to a full 900 seam, (single lock). ' .. • •'
TABLE B
MAXIMUM DESIGN PRESSURES
.60.
' ' '
0000 ..
Roof Areas Field Perimeterang•C
Maximum Design Pressures —57.3 psf
—131 psf .6:6
Maximum Clip Spacing 34" o.c.
8" o.c.
1. Extrapolation shall not be allowed
NOA No.: 11-1202.03
MIAMMME c011NTY Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 4 of 7
666..6
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LD4rrATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
3. Panels shall be roll formed in continuous lengths from eave to ridge. Maximum lengths shall be as
described in Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the
following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade
County Product Control Seal as seen below. All clips shall be permanently labeled with the
manufacturer's name and/or logo, and/or model.
. *I :V011
APPROVED
5. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9N-3 of the Florida Administrative Code.
NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 5 of 7
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NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 5 of 7
1.50"
0.53" STIFFENING RIBS
0.36"
0.50"
0.25"
DETAIL DRAWINGS
0.50"
r 0.10"
17, 16" & 20" —
PANEL DETAIL
HOLES FOR
SCREWS
PANEL WITH
SINGLE LOCK
0.42"
1.47"
—►I 1.50" [
9 1
PANEL CLIP DETAIL
STEEL 1.5" MECHANICALLY SEAMED PANEL AND DETAILS
NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 6 of 7
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NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 6 of 7
DRAWINGS CONT.
STANDING SEAM PANEL
END OF THIS ACCEPTANCE
NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 7 of 7
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NOA No.: 11-1202.03
Expiration Date: 06/17/14
Approval Date: 04/05/12
Page 7 of 7