RF-18-3552i
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BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department ov 91018, '
10050 N.E.2nd Avenue, Miami Shores, Florida 33138l
Tel: (305) 795-2204 Fax: (305) 756-8972 B�
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
Master Permit No. bt 11+-1 � _ 3S S 2-
Sub Permit No.
BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
r-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
A`, l Q� CONTRACTOR DRAWINGS
i
JOB ADDRESS: I� 1 V W 10 T �N
Folio/Pa
Occupancy Type: Load
OWNER: Name (Fee Simple Titleholder):
:) Ju Is the Building Historically Designated: Yes
Construction Type: Flood Zone: BFE: _
one#:
Address:: 1 JU `N\YV ►U'b 1�ft1`CD'C
City: Wtwmi State: VLL Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: W
Address: 1076 Sw ky3'
City: % \
Qualifier Name: % Mx)
State Certification or Registration #:
DESIGNER: Architect/Engineer: _
.k
C132g2
NO
FFE:
R1.. Zip:,,37) / 2
P
Phone#: �� 15 t -2
Certificate of Competency #:
Phone#:
Address: lv�,—► City: State: Zip:
Value of Work for this Permit: $ �S)wV Square/Linear Footage of Work:
Type of Work: ❑ Add -ion ❑ Alteration ❑ New .® Repair/Replace ❑ Demolition
.A — r %k I n {� 1 1 f\ fit 1 r
Description of Work:
Specify color of color thru tile:
Submittal Fee $ ` Permit Fee$'..,
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ . CO/CC $
DBPR $ Notary $
Double Fee $
Bond $ • ��
TOTAL FEE NOW DUE $
I
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
State
Zip
m
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 issygd. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
�i�'�r�11'��t�:��• Signature \'lam �''�' �►•,L�i-•1��1'%�j7•lC�
OWNER or AGENT
The foregoing instrum nt was acknowledged before me this
/�� 17 Vj day of 20 by
0,11 6,rt�j t&cS-& , who is ersonally kno to
me or who has produced
CONTRACTOR
The foregoing instrument was acknowledged before me this
` today of .J 20, by
LVi:(U wh ersonalltikaewn o
as me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
as
Sign: Sign: On1 b I e/t tOA
Print: < Print: -e C� I
Seal: �4,enen Jessica M� _ Seal: Jessica Menen '
- Commission # GG161407 Commission # GG161407
a ;► Expires: November 16, 2021
- Expires: November 16, 2021oil
****.**.**s►`�k� �i**'8tfitlel�`1tPr9`I�Ib11 ::*:**: :.****.***********�iw�at�:** :.*** *:*:******
C
APPROVED BY Al2 9 Plans Examiner 2� Zoning
Structural Review Clerk
(Revised02/24/2014)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014) o
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information) 1
Master Permit No. u Process No. 1
Contractor's Name 1 \ l�� ��\% '� j (\� �� ;QC f j ' � Y1 C r
1
Job Address
ROOF CATEGORY • • • • • • �':'
Low Slope lee
❑ Mechanically Fastened Tile ❑ Mortar/Al"Jise Set Tifes • • • 001000
....
Asphaltic Shingles � MetalPanel/Shingles ❑ Wood S�iin�gle.srShakes ;.i..;
. .. ..
❑ Prescriptive BUR-RAS 150 • • • • • • • • • • • •'•
ROOF TYPE • •.... .. .. 3..'
❑ New roof ❑ ❑ Repair ❑ Maintenance ❑ Reroofing • • • •
Recoverinpeo 1':
ROOF SYSTEM INFORMATION ' ' ' lee
Low Slope Roof Area (SF) `J 10 Steep Sloped Roof AREA (SSF) IL70Q Total (SFJj_9b 0• • • j
..i...
( .. r
Section B Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1
1
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7_CNING DEP"r
FLORIDA BUILDING CODE — BUILDING, 5thEDITION (2014) D'-DO DFEPT �0
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); sed by EliezcrPalacio on Jun 8, 2015 10:32:12 AM p ant to tense
Agreement. No further reproductions authorized- SUBJECT 10 C C: N1 P L .I1`t`I C E W I f h1 A L F ; F q _,L
STATE ANv t ',L, V i f Ul _S F, a
a
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used, Identify as'NAJ
Field:.' oc Q Lap. # Rows � (g� ML
System Manufacturer
Perimeter. 4ra—' oc Q Lap, # Rows Q �' oc
NOA No.:
.Comer. oc (gZ Lap, # Rows � Q _' oc
Design Wind PressVres, From RAS 128 or Calculationsr'ozi y 7) �% ��//��� Number of Fasteners Per insulation
Pmax1: Pmax2 -!' Pmax3:L�i1� Board
N
1z
Max Design Pressure, From the Specific NO�Ar,
System:
Field Perimeter
Deck: � Illustrate Components Noted -and • • : ""
Type: Details as Applicable: • • . •
Woodbiocking, Gutter, Edge Towalaation, : •' •' •
Gaugefihickness: Cant• • • • • •
� Stripping, Flashing, Continuous J�». •
slope*-- Strip, Base Flashing, Counter- • fishing,
• • • ....
� Coping, Etc. • . . • .. • ....
Anchor/Bass Sheet & No. of Ply(s): 75 Indicati: Mean Roof Height, Parapet Height, •
Height of Base Flashing, CompongRt Mbjedal, • • • • • • • •
Anoh r/ e S a r B d'1 eri Material Thickness, Fastener TyQA, Fastener • • .. ......
Spacing or Submit ManufacturewSeieits that . • •
Comply with RAS 111 and Chapter h. • • • • • • • • ; •
Insulation Base Layer.
Base insulation Size and Thickness: •]FT.
• • • • • • • • • •
-sue d� .. .
Iq
Base s�A Fy �/�.d%ri� '
Top Insulation Layer. /Y1Q aA O dd ASa��
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material: *J
Heloht
I�
Base) & No. of.Pty(s :
FT.
Base Sh ' t ner/Bo i Yale, ' 1:
Mean
////���� Roof
�jo Ply Sheet(s).& No. of Piy(s)�� Height
Ply S s riBo d' g t
,+yam .t
Top Ply/,//N��igl
Top PI tee Bon ng M t W.
y
Surfacing: A74 is 'ip �. (�
Metal Roof System
MIAMMMM
Miami -Dade County CATEGORY " C -1
HVHZ Electronic Roof Permit Form
Section D Metal Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: I Major's Metal Roofing & Custom Sheet Metal
Notice of Acceptance Number: 16-0224.13
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: F "/12"
Roof Mean Height: 20 ft.
Clip or Screw Spacing for Metal Roof Panel Attachment
Field: " o/c Perimeters:." o/c Corners: � " o/c
34 _
Number of screws required per clip: 2
Perimeter Width: ft.
Screw Type, Size, & Gauge for Clip or Metal Panel
Attachment:
#10xl" Steel Pancake Head Screws
Deck Type: --5/8" Plywood-®
Optional Nailable Substrate: • •
• •
%
7.
N/A ...... 717
-- -
....:.
.....
•
•
Optional Nailable Substrate Attajjijmt Met;8ml: •
•.
Optional Insulation:
N/A • •
Optional Insulation Attachment Method: • • •
N/A
Fire Barrier:
VERSASHIELD
Underlayment Type:
#30 PAPER
Underlayment Fastener Type:
F1.27 Ring Shank Roof Nail W/Tin Cap
Optional Peel & Stick Membrane:
N/A
Metal Roof Panel:
Steel 1.5" Mechanically Seamed Panel
Drip Edge Size & Gauge: - 3" face 24 ga.
Drip Edge Material Type: rGalvinized Metal
Drip Edge Fastener Type: 1.25 Ring Shank Roof Nail
Hook Strip/Cleat gauge or weight:--n/a--
COtittTY �i'":
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
Major's Metal Roofing & Custom Sheet Metal, Inc.
406 NW 541h 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 RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)..
......
*00000
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pxbdkt Cositrol.Section •
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the -pi t to 1e0ws ....:.
product or material tested for quality assurance purposes. If this product or material fails to pbtfonn in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately invoke rbbdily. or
••.•
suspend the use of such product or material within their jurisdiction. RER reserves the right tq revoke tfiis acceptanc'd V
if it is determined by Miami -Dade County Product Control Section that this product or mate�;j, ails to 1%eel She
......
requirements of the applicable building code. • • • • .. . •
This product is approved as described herein, and has been designed to comply with the F14rid4 wilding ode 0 0 0 •
including the High Velocity Hurricane Zone of the Florida Building Code. . 00
•. •. •
•
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 NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 14-0515.14 and consists of pages 1 through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
44�_ NOA No.: 16-0224.13
Expiration Date: 06/17/19
Approval Date: 03/24/16
Page 1 of 7
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:
2": 12" or greater
Maximum Uplift
See Table B below
Pressure:
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 mio�pM 4"
side -laps and 6" end -laps. Underlayment shall be fastened wiacorr6sion resistant tin- • • • • ; •
caps and 1%4" annular ring -shank nails, spaced 6" o.c. at all laps.(�0Wo stagoredrows '.
12" o.c. in the field of the roll. Or, any Miami -Dade County Prpdupti Control Approved
underlayment having a current NOA. • ... .. ......
Fire Barrier Board:
Any approved fire barrier having a current NOA. Refer to a currenliire dir8cto" listing
for fire the lq�tip�rof thvfirMerrier
ratings of this roofing system assembly as well as • •
within the assembly. See Limitation # 1. ...... •
Valleys:
Valley construction shall be in compliance with Roofing Appliocation'StandU4 IMS 133• • • • • •
and with Major's Metal Roofing & Custom Sheet Metal, Inc.'s•itlrrext pubf shed '
installation instructions. 0.00.0
Metal Panels and Install the "Steel 1.5" Mechanically Seamed Panel" and accessories in compliance with
Accessories: 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 3/4' wide x 1.5"
tall), attached to substrate with two corrosion resistant steel #10 wood screw of sufficient
length to penetrate through the sheathing a minimum of 3/16". Clip fastening shall start
3" from panel end and shall be at maximum spacing as described below in Table B. there
after. Standing seams shall be mechanically seamed to a full 90' seam, (single lock).
TABLE B
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corner'
Maximum Design Pressures
—57.3 PSF
—131 PSF
Maximum Clip Spacing
34" OC
8" OC
1. Extrapolation shall not be allowed
NOA No.: 16-0224.13
MIAMI•DWE COuNTY Expiration Date: 06/17/19
�Fjgwal Approval Date: 03/24/16
Page 4 of 7
LIMITATIONS
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 comers 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.
M AMt-DADE COUfVTY • •
,...• 1 •
...... . ......
5. All products listed herein shall have a quality assurance audit in accordance with the froWN Building4Code anal....
Rule 61 G20-3 of the Florida Administrative Code. •
.... . .. .....
...... . .. .....
.. .. .... ......
. . . . ......
.. . •• • •
NOA No.: 16-0224.13
Expiration Date: 06/17/19
Approval Date: 03/24/16
Page 5 of 7
DETAIL DRAWINGS
OW1 STIFFENING RIBS
0,
0.50"
0.10"
1.50"
17, 16" & 20"
PANEL DETAIL
0.5001
0.751, �—
FOR
Js
PANEL CLIP DETAIL
0.42"
1 AT'
• • • •
•
PAMEL WITN
'
%.
XII14CE
LOCK
• .:
.
..
so
• • •
•
•.••••
•• •
STEEL 1.5" MECHANICALLY SEAMED PANEL AND DETAILS
NOA No.: 16-0224.13
Expiration Date: 06/17/19
Approval Date: 03/24/16
Page 6 of 7
#10 FASTENERS
PANEL CLIP
DRAWINGS CONT.
STANDING SEAM PANEL
END OF THIS ACCEPTANCE
NOA No.: 16-0224.13
Expiration Date: 06/17/19
Approval Date: 03/24/16
Page 7 of 7
8/15/2018
TGFU.R21453 - Roofing Systems
Page Bottom
See General Information for Roofing Systems
REGISTER NOW! ..
TGFU.R21453
Roofing Systems
Roofing Systems
MAIORS METAL ROOFING & CUSTOM SHEET METAL INC
406 NW 54 ST
MIAMI, FL 33127 USA
. •
• • . •
•
009:0'
R21453
••••
••
•
Any UL Classified peel and stick underlayment may be used in conjunction with either "VersaShield" or a Type j(f base sheet, irrarfyftf the
following systems. • • • • • • •
1. Deck: C-15/32
OT S
Class A
Incline: Unlimited
•• • •• •
• •
•• •
Barrier Board: — G-P Gypsum 1/4 in. min DensDeck O board or 1/2 in. min. UL classified gypsum board with all joints staggered a min
of 6 in. from the plywood joints.
Ply Sheet (Optional): — Any UL Classified Type G1, G2 or G3 base/ply sheet, Type 15 or 30 felt or UL Classified prepared roofing
accessory or GCP Applied Technologies Inc. "Ice and Water Shield".
Surfacing: — "Copper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, "Aluminum 1.5" Mechanically Seamed
panels" or "5 Crimp" panels, mechanically fastened.
2. Deck: C-15/32 or spaced sheathing
Incline: Unlimited
Underlayment: — One layer Elk Corp. "VersaShield Underlayment, mechanically fastened.
Ply Sheet: — Ogg.layer Type 30 base sheet or "VersaShield", mechanically fastened.
Panels: — "Cooper 1.5" Mechanically Seamed panels, Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechanically
fastened.
3. Deck: C-15/32 or spaced sheathing
Incline: Unlimited
Underlayment: — One or more plies Elk Corp. "VersaShield Underlayment", mechanically fastened.
Panels — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels, or "5 Crimp" panels, mechanically
fastened.
4. Deck: C-15/32
Incline: Unlimited
Underlayment: — Two layers Elk Corp. "VersaShield Underlayment", mechanically fastened.
Panels — "Aluminum 1.5" Mechanically Seamed Panels".
Class B
1. Deck: C-15/32
Incline: Unlimited
Underlayment: — One layer Elk Corp. "VersaShield Underlayment', mechanically fastened.
Panels: — "Cooper 1.5 " Mechanically Seamed panels, "Steel 1.5" Mechanically Seamed panels, "Aluminum 1.5" Mechanically Seamed
Panels", or "SCrimp panels mechanically fastened.
2. Deck: Spaced Sheathing
Incline: Unlimited
Underlayment: — One layer Elk Corp. "VersaShield Underlayment".
Panels: — "Cooper 1.5" Mechanically Seamed panels, "Steel 1.5 Mechanically Seamed" panels or "5 Crimp" panels, mechanically
fastened.
Class C
1. Deck: C-15/32
Incline: Unlimited
hftps://database.ul.com/cgi-binIXYV/templatelLISEXT/1 FRAMElshowpage.html?name=TGFU.R21453&ccnshorttitle=Roofing+Systems&objid=107654... 1/2
RIDGE/HIP FLASHING
"J" CHANNEL
CLIP WITH SCREWS
FIELD BEND END CUT PANEL
(FORM AND BOX END)
L— ROOF NAIL
INTO "J" CHANNEL
APPROVED 4" O.C.
UNDERLAYMENT
1/8" RIVET.2A:':O.C.
.
.
......
ROOF
PANEL
*"**e
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....
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..
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......
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.... .
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.
.
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......
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PLYWOOD
HIP / RIDGE DETAIL
STEEL (24 Ga.) - STANDING SEAM PANEL
A r ft�l v
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsrrietal.com
APPROVED
UNDERLAYMENT
PANEL
......
.
......
...
.....
....
.
.
...
..
..
.....
.....
......
5/8" C DX
PLYWOOD
3" RAKE
FLASHING
1 1/4" RING SHANK
ROOF NAIL 411 O.C.
STAGGERED
RAKE DETAIL
STEEL (24 Ga.) - STANDING SEAM PANEL
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
CLIP W/ SCREWS
(1ST CLIP 3" FROM END) .
...... . ......
ROOF PANEL '
(FIELD CUT AND •••• •• •
•• ""'
HEMMED) •••
...... . .. .....
•'ARPROV�d• •' • • • • • •
; • ltNPERLAYMENT • o
. . . . ......
.. . • • •
5/8" CDX PLYWOOD • • • •
WRAP
PANEL
3" BULLNOSE
DRIP EDGE
WOOD BLOCKING
EAVE DETAIL
Awk
STEEL (24 Ga.) - STANDING SEAM PANEL
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
ROOF FASTENERS
OR DRIVE PINES
@ 12" O.C.
FLASHING
FIELD BEND END CUT PANEL '
(FORMED AND BOX END) ""
... . .. .....
J-CHANNEL o'
. .. .... ......
....
. . . . ......
......
ROOF PANEL 0.00 """
.. .
PLYWOOD
APPROVED UNDERLAYMENT
END WALL DETAIL
`
STEEL (24 Ga.) - STANDING SEAM PANEL
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
ROOF FASTNER:
OR DRIVE PINES
@ 12" O.C.
ROOF TO WALL
FLASHING
J-CHANNEL
FIELD BEND PANEL
STUCCO
COUNTER FLASHING : •�.
�•�•�•
.•••.•
•
•••...
•
• •
• •
••••
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•••••
r
•• ••
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••..••
�•
APPROID•:
UNDE11LAYANT
0000•0
•• .
•• •
. •
• • •
00
ROOF NAIL
@4"O.C.
ROOF PANEL
PLYWOOD
SIDE WALL DETAIL
STEEL (24 Ga.) - STANDING SEAM PANEL
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
PANEL CLIP •
WITH SCREWS
...... . ......
ROOF PANEL ...:., ,
BUTYL TAPE UNDER •• •„•
*0•00
CONTINUOUS CLIP
0...:..'
.. .. •.• .0*0:0
VALLEY •
FLASHING •
• • •
APPROVED
UNDERLAYMENT
PLYWOOD
VALLEY DETAIL
STEEL 24 Ga. - STANDING SEAM PANEL
406 NW 54 STREET WAN, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvinQmajorsmetal.com
PLYWOOD
VERSASHIELD
#30 FELT
ROOF PANEL
:000%
••••••
.....
.
......
..
. ..
.....
....
......
FLAT ROOF
`L
MEMBRANES
••
••
•
FLAT ROOF
BY OTHERS
FLAT ROOF TO METAL ROOF
STEEL (24 ga.) - STANDING SEAM PANEL Auk
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
VENT PIPE
.•••••
•• • • • •
ROOFJACK •.•:•• ' ....%
(DEKTITE OR'EMAIL.l • : 0 0 0 * :
•••••• • •• •••••
•.SCREWS%;6.1;A�• ••..••
•
• •
• • • . • • •
• RChF•BaNEL •.••••
• • • • •
•• • •• • • •
• • •
• • •
boo
5/8" CDX PLYWOOD DECK
ROOF PENETRATION
STEEL (24 Ga.) - STANDING SEAM PANEL dim4l
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
srr• •
• •
• •• • ••
•••••
•
/
• • •:AETAL SEALANT
' •
• • • •
••••••
#10X1.5" WOODGRIP SCREW
CAP ATTACHED WITH #10X1.5"
TRUEGRIP REMOVABLE SCREWS
#10X1.5" WOODGRIP SCREW
EMBEDD IN CAULK
TOP & BOTTOM
JOB NAME: ROOF JACK DETAIL
COMMENTS/DESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL
1 44
406 NW 54 STREET MIAMI, FL 33127 - TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@rnajorsmetal.com
- --7
• • • • METAL SEAL4%T• •
•#10X1.5'4.466DGRIP SCREW
•
#10X1.5" WOODGRIP SCREW
EMBEDD IN CAULK
TOP & BOTTOM
JOB NAME: GOOSE NECK DETAIL
COMMENTS/DESCRIPTION: STEEL (24 Ga.) - STANDING SEAM PANEL
406 NW 54 STREET MIAMI, FL 33127. TEL: (305) 757-9504
FAX: (305) 757-4031 - E-MAIL: marvin@majorsmetal.com
6
MIAMI-DADE COUNTY
MIAMbC3i4t7E PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
90
documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProducteControl Section to be.
used in Miami Dade County and other areas where allowed by the Authority Having JurisdWipq (AHJ); • • • •'
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou;i product Control Section • •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resV.ye.the rioit•tp,fiave tjyg•.
product or material tested for quality assurance purposes. If this product or material fails to 4erform in the accepted..'
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,•wodify,-er-:-
suspend the use of such product or material within their jurisdiction. RER reserves the rigbt Rj?woke this lacceptance, . •
if it is determined by Miami -Dade County Product Control Section that this product of material fails. td meet Me
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:' VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoloTm Fire -Resistant
Slip Sheet
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 14-1022.26 and consists of pages 1 through 3.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 16-1216.02
MAWDADECOUNTY Expiration Date: 02/07/22
Approval Date: 02/02/17
Page 1 of 3
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: Fiberglass
SCOPE:
This acceptance is for VersaShield' Fire -Resistant Roof Deck Protection (a.k.a "VersaShield® Underlayment") and
VersaShield' SoIoTM Fire -Resistant Slip Sheet (a.k.a "VersaShield SoIoTM"), as described in this Notice of Acceptance,
for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High
Velocity Hurricane Zone of the Florida Building Code.
......
PRODUCT DESCRIPTION:
"�
'•
Manufactured by
Test
......
Pro Let
. ......
Dimensions
Applicant Specifications
De�,cziAtiQn
.. . : • �'
• �
VersaShield' Fire- 42" x 100' rolls ASTM D 226
.... . .. .....
Non -Asphaltic fiberglasj�eti und�rlaypient ..:..'
Resistant Roof Deck
Type II
and/or fire barrier. 000000
' .:.. * • • • • • •
Protection
. .
. . ......
VersaShield' SoIoTM 72" x 166.7'
rolls UL790
Non -Asphaltic fiberglass based slip shee *and/or: • • • •
Fire -Resistant Slip Sheet 36, x 166.7'
rolls
fire barrier.
904,000
MANUFACTURING LOCATION:
1. Conover, NC
EVIDENCE SUBMITTED:
Test Asency
Test Identifier
Test Name/Report
Date
PRI Construction Materials
GAF-270-02-02
ASTM D 226
11/15/10
Technologies
GAF-748-02-01
ASTM D 226
12/12/16
ELK-063-02-01
TAS 100
09/27/01
Underwriters Laboratories Inc.
99NK45831
UL790
03/21/00
1 ONK11990
UL790
05/18/11
R19254
ASTM D 226
09/13/01
08CA37926
UL790
09/23/09
08CA49140
INSTALLATION:
1. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' SoIoTM Fire -Resistant Slip Sheet shall be
installed in strict compliance with applicable Building Code.
2. VersaShield' Fire -Resistant Roof Deck Protection or VersaShield' Solo TM Fire -Resistant Slip Sheet shall be
installed with a minimum 4-inch head lap in a shingle layer fashion.
3. VersaShield' Fire -Resistant Roof Deck Protection shall be mechanically fastened with approved fasteners in
compliance with Florida Building Code 1518.2 when used in lieu of a code prescribed ASTM D 226 Type II
underlayment.
NOA No.: 16-1216.02
MIAMMADE COUNTY Expiration Date: 02/07/22
Approval Date: 02/02/17
Page 2 of 3
LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire
ratings of this product
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. VersaShield® Fire -Resistant Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30
days of application. VersaShield® Solo TM Fire -Resistant Slip Sheet shall not be left exposed to the weather.
4. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Resistant Slip Sheet are a
component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance.
5. VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used
with any approved roof covering Notice of Acceptance listing. VersaShield® Fire -Resistant; Roof >SeU rotectien•;•
or VersaShield® SoIoTM Fire -Resistant Slip Sheet may be used as a component part of an assembly Y$e Notice of • .
Acceptance. If VersaShield® Fire -Resistant Roof Deck Protection or VersaShield®Sol8"fli -Resistant Slip Slieet • •
is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Via mi baounro de Cty Pduct • •
• • . • • •
Control Department for approval provided that appropriate documentation is provided tu•4gt.11 cor*at"lity of Ste..
products, wind uplift resistance, and fire testing results. ...... .. ..:..
6. VersaShield® Fire -Resistant Roof Deck Protection and VersaShield® SoIoTM Fire -Rest' llf Slip Sh22f hre a n8h": •
asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies •13os fire classification of " -
00
specific roof assemblies using VersaShield® Fire -Resistant Roof Deck Protection or' Vers aShiel*lg •9e1bTM Fief •
Resistant Slip Sheet refer to a current Approved Roofing Materials Directory for fire rat'iggS of this pwdwt. • • •.
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Buildhtig•Code and
Rule 61 G20-3 of the Florida Administrative Code.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and
state of manufacturing facility, yellow line to identify the ASTM Standard designation or logo, and the following
statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as
shown below.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the
installation of this material.
END OF THIS ACCEPTANCE
NOA No.: 16-1216.02
QM1AM-DADRC=0UNTY Expiration Date: 02/07/22
Approval Date: 02/02/17
Page 3 of 3
MIAMI-Du4DE .' MIAMI-DADE COUNTY
° PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidadc.�!ov/ccononry
GAF
1 Campus Drive
Parsippany, NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of constructiol• • • : •
materials. The documentation submitted has been reviewed and accepted by Miami -Dade Ceulty RER -
,'
Product Control Section to be used in Miami Dade County and other areas where allowed, 3j 14e Autt8fitf'
......
Having Jurisdiction (AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade CO4V."ifoduct; •..'
.....
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade. Cwty) . ..
00000
reserve the right to have this product or material tested for quality assurance purposes. If Ais productoroe • •
000000
material fails to perform in the accepted manner, the manufacturer will incur the expense of s agh testing •
• ,
and the AHJ may immediately revoke, modify, or suspend the use of such product or material Within Vrr;
......
.
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Me County
:....:
Product Control Section that this product or material fails to meet the requirements of the applicable • 00. *0 •
0 0
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: GAF Conventional Built -Up Roof Systems for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shallautomatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 14-1030.01and consists of pages 1 through 27.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 1 of 27
APPROVED ASSEMBLIES
Membrane Type:
BUR
Deck Type 11:
Wood, Insulated
Deck Description:
Min. 19/32" or greater plywood or wood plank secured 6 in. o.c. at panel end and
intermediate supports with 8d ring shank nails to supports spaced 24 in. o.c. at max.
System Type A(1):
All insulation layers are adhered, to a mechanically attached anchor sheet. Membrane is
subsequently fully adhered to insulation.
All General and System Limitations shall apply.
Fire Barrier:
Topcoat® FireOutT" Fire Barrier Coating, VersaShield® Fire -Resistant Roof De& Mwction,
(optional)
VersaShield® Solo" Fire -Resistant Slip Sheet, DensDeck® Roof 13AardeSecurock® Glass-
• • • • •
Mat Roof Board or Securock® Gypsum Fiber Roof Board installed per manufaoteira;a
• •
• • • • • •
installation instructions. • • • •
•.....
Anchor sheet:
GAFGLAS® #80 UltimaT" Base Sheet, GAFGLAS® Stratavent® NaiTaMe Vent+nff Base
•
Sheet or Ruberoid'� 20 Smooth mechanically fastened as describedbelow. • •
• • • • •
astening
GAFGLAS® Ply 4, GAFGLAS® Flex Ply" 6, GAFGLAS® #75 Batt SMet or anj o•1'above
00000
"".'
Option #1:
anchor sheets attached to deck with approved annular rings ank riaiNarid tin caps at a
• •
fastener spacing of 9" o.c. at the lap staggered and in two rows 18R o.c.i n the f' elo: •
• •,
Not for use with DensDeck or Securock Fire Barrier
• • • • • •
(Maximum Design Pressure —45 psf. See General Limitation #9) '..'.'
Fastening GAFGLAS' Ply 4, GAFGLAS® FlexPlyT" 6, GAFGLAS' #75 Base Sheet or any of above
Option #2: anchor sheets attached to deck with Drill-TecT" #12 Fastener, Drill-TecT" #14 Fastener and
Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill-TecT" AccuTrac®
Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #9)
Fastening GAFGLAS® FlexPlyT" 6, GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet or any of
Option #3: above anchor sheets attached to deck with approved annular ring shank nails and tin caps at
a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure —52.5 psf. See General Limitation #7)
Fastening Any of the above :anchor sheets attached to deck with approved 1'/4" annular ring shank nails
Option #4: and inverted 3" stol.-1 plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows
staggered with a fastener spacing of 9" o.c. in the center of the membrane.
Not for use with DensDeck or Securock'Fire Barrier
(Maximum Design Pressure —60 psf. See General Limitation #7)
Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"
Option #5: #12 Fastener, Drill-TecT" #14 Fastener and Drill-TecT" 3" Steel Plate, Drill-TecT" AccuTrac®
Flat Plate or Drill-TecT" AccuTracl Recessed Plate 12" o.c. in 4 rows. One row is in the 2"
side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf. See General Limitation#9)
NOA No.: 18-0919.07
MIAMI DADE COUNTY Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 8 of 27
Fastening (Continued) Any of above anchor sheets attached to deck approved annular ring shank nails and 3 '
Option #6: inverted Drill-TecT"' insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in
two rows 9" in the field. Not for use with DensDeck or Securock Fire Barrier
(Maximum Design Pressure —60 psf. See General Limitation # 7)
Fastening GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-TecT"'
Option #7: #12 Fastener or Drill-TecT" #14 Fastener and 3" Drill-TecT" 3" Steel Plate, Drill-TecT"
AccuTrac® Flat Plate or Drill -Tee'" AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is
in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of
the sheet.
(Maximum Design Pressure —45 psf. See General Limitation #9)
One or more layers of any of the following insulations. • • • • • •
Insulation Layer Insulation Fastegexs„: ;f%Wner ....:.
(Table 3) ...:.. Density/ftz •
• .... •
EnergyGuardT"1 Polyiso Insulation, EnergyGuardT" Ultra Polyiso Insulation, EnergyGua4rd-RH Polrigo • • •
Insulation, EnergyGuard RA Polyiso Insulation, EnergyGuardTRA Composite Polyis"SIUSLlation • • • • • • •
Minimum 1" thick N/A • •; • •; . N/� ""'
.. .. .... ......
EnergyGuardT" Perlite Recover Board, DensDeck® Prime Roof Board ...... •
Minimum'/2" thick N/A
. ......
EnergyGuard ' Perlite Roof Insulation
Minimum %" thick N/A +•1�(><A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs./100 It'. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Perforated Venting
Base Sheet laid dry or a layer of EnergyGuardT"' Perlite Roof Insulation or wood fiber overlay board on all
poly'lsoeymmiWe applications.
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet,
GAFGLAS #80 UltimaT"' Base Sheet, Ruberoid` Mop Smooth, Ruberoid` Mop Smooth
1.5, Ruberoid® Mop Plus Smooth or Ruberoid® 20 Smooth, Ruberoid® HW Smooth or
Ruberoid® HW 25 Smooth directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
applied in accordance with manufacturer's instructions. (see General Limitation #4).
OR
GAFGLAS® Stratavent® Perforated Venting Base Sheet loose -laid dry (not for use with
Perlite top ayer insu a ion or composite, po yiso op ayer msu anon .
L<PlySheet: One or more plies GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® FlexP1yT" 6 or
GAFGLAS' #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq. installed per manufacturer's installation
instructions.
Cap Sheet: (Optional) One 1 of L S® Mineral Surfaced Cap Sheet, Tri-Ply® BUR Granule
Cap Sheet or GAFGLAS EnergyCap ineral Surfaced ap-.Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.
installed per manufacturer's installation.instructions.
MIAMI•DADE COUNTY
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 9 of 27
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS' Ply 4 and GAFGLAS® Flex Ply'" 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum'/4" DensDeckT" Roof Board or'/z" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
2.
4.
10
Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Pnoduol Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt•appliedwithin the • • • • ; •
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening parttlernbf the:gq jUer
All standard panel sizes are acceptable for mechanical attachment. When applied in apittnt•asphah, panel size' * • • •
shall be 4' x 4' maximum.
An overlay and/or recovery board insulation panel is required on all applications over closed cell foam i%*tAations, • •
when the base sheet is fully mopped. If no recovery board is used the base sheet shall b ; go**
o * * d using spat
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbops 14 411ree row,', iuile at ......
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Fiicircling of the ••
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cro;s ven4lation.? A 4alt • • • • •
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attaced.�ystems•shall be
limited to a maximum design pressure of-45 psf. '• • •• ' '
Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 211 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value
taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application
Standard RAS 117.
Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer,
Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within
this NOA, General Limitation #9 will not be applicable.)
All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS I I I and applicable wind load requirements.
The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Limitation #7 will not be applicable.)
All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20 3 of the Florida Administrative Code.
MIAMI•DADE COUNTY
END OF THIS ACCEPTANCE
NOA No.: 18-0919.07
Expiration Date: 11/04/23
Approval Date: 11/08/18
Page 27 of 27
TGFU.R1306 - Roofing Systems
Page l of 1
14. Deck: C-15/32 Incline: 2
Barrier Board (Optional): - OOne or more layers minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or
"DensDeck@ Prid" or "DensDeck@ DuraGuard" Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCK@
Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX).
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or of isoc anurate or perlite/polyisocyanurate composite
or wood fiber/polyisocyanurate composite any thickness mechanically or adhered wi o mg asprialt.
Base Sheet: — One I "GAFGLAS@ Stratavent® Perforated Ventin Base Sheet" or Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri-Ply®
#75 Base Sheet or ima ase ee or r vent@ Nailable Venting Base Sheet" or "GAFGLAS@
Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt.
Ply Sheet: — T
jw2 or more plies T e G1 " AF " or "Tri-Ply@ Ply 4" or "GAFGLAS@ Ply Flex 6" or "Tri-Ply@ Ultra -Flexible Ply 6"
or "RUBEROIop Smooth" or ID@ Mop Smoot 1.5" or "RUBEROID@ Mop Plus Smooth", "Ruberoid@ 20 Plus Smooth" or
"RUBEROID@ 20 Smooth", fully adhered with hot roofing asphalt.
Membrane: — Type G3 "Tri-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@_Mineral Surtaced Cap Sheet" or "GAFGLAS@ EnergyCap'"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing aspha t..�
•• •
• •
•
••••••
•
••••••
•
••••
• ••
•••••
••••••
• ••
•••••
•• ••
••••
••••••
•
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http://database.ul.com/cgi-bin/XYV/template/LISEXTI1 FRAMElshowpage.html?name=TGFU.R 1306&ccnsh... 11 /19/2018
BONE WHITE
HEMLOCK GREEN MANSARD BROWN MEDIUM BRONZE MATTE BLACK
BURGUNDY E ENGLERT °
Standard
CHARCOAL GRAY
and
COLONIAL RED
PERMACOLOR 3500
Full Strength 70% Kynar 5000/Hylar 50000
All colors available
Galvalume and Alumil
DARK BRONZE
To view current SRI value
please visit the Englert wel
DOVE GRAY
Colors shown are close to actual
however, due to the limitations i
printing processes, slight variati
may exist. Please contact Engler
actual color chips before orderir
DEEP RED
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Mrms
EVERGLADE MOSS
MILL FINISH
GALVALUME-PLUSO
FOREST GREEN
HARTFORD GREEN
PERMAMETALLICS 3500*
PREWEATHERED
*Premium priced paint systems.
®*
ALVALUME
(Metallic) Mica 2-Coat System
CHAMPAGNE* COPPER*
MILL FINISH
(Metallic) (Metallic)
(Aluminum) Made to order —
Mica 2-Coat System Mica 2-Coat System
available in sheets only
PACIFIC BLUE
PATINA GREEN
ROYAL BLUE
STONE WHITE
TERRA COTTA
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
r 7`1
Issue Date':
Parcel Number
150 NW 108TH ST, Miami Shores, FL 33168 1121360100050
Contacts
Permit NO.: RF-11-18-3552
Permit Type: Roof
Work Ciassiffcation: Metal
Permit stags: Approved'
Expiration: 05/28/2020
CHARLES ROSE Owner HIGH & DRY ROOFING Contractor
150 NW 108 ST GUSTAVO LUCERO
Other:9548823338
Business:3055423194 HIGHANDDRYROOFING@COMCAST.NE
Other:3055423194 T
Description: RE -ROOF METAL Valuation: $ 25,000.00 Inspection Requests:
762-4949
TO REPLACE EXPIRED PERMIT RF-2-18-369
Total Scl Feet: 2,500.00 11
Fees
Amount
Planning and Zoning Review Fee
$35.00
Roofing Fee
$150.00
Scanning Fee
$9.00
Total:
$194.00
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$194.00
Credit Card
11/30/2018 $194.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and 79ning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner
/ Applicant / Contractor / Agent
Date
November 30, 2018 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name:
Property Address:—ACb
Roofing Permit Number:
Date:
Dear Building CIS
cial:
64-certify that I am not required to retrofit the roof to wall connections of my
building because:
❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
a.. rlef 4
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly sworn, deposes and stays that he/sh is the owner for the above property mentioned.
Sworn to and subscribed before me this 7 day of ) 4
Notary Public, Sate of Florida at Larg �r, Jessica Menendez
fission # GG161407
=" Expires: November 16, 2021
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than Qib Y�' and %l1Wr6114h{ %MNAW6d with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connec�grnrn��
tion Hurricane Mitigation.
Revised on 5/21/2009
Owner's Name (Fee
Owne As1 Address:
City: VA IA.",
Mn
Shores
Building
10050 N.L2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2244
Fax: (305) 756.8972
CHANGE OF CONTRACTOR / ARCHITECT
State:
Inh Atirirp" 10f whprp wnrk k boina dnne): I'I 1vv_ U Sk
Phone #:
Zip
City: __— Miami Shores J�f,, State: —Florida __ Zip Codo:,031(OQContractor's Com any Name: )` 1 h A s7j e-j Phone
Address; L�l Nw
City. 4 IYWti State'_ f Zip Code: 3 3/ 2-
ZG��Z
Qualifier's Name: !J v'Lic. Number: C � (,_
Architect/ Engineer of Record Name:
Address:
City. __._
Describe Work:
State:
Phone #:
Zip Code:
I hereby certify that the work has been abandoned and/or the contractor/architect
is unable or unwilling to complete the contract. I hold the Building Official and the
Miami Shores harmless of all legs ' vo vement.
Signature1�����3j Signature
Owner or Agent ntractor or Architect
The foregoing ins umelInt,,was aknowlledd�ge��dbb�e''fnor��e me The foregoing instrument was aknowledged before me
this
day oft(.20%5Y�� 1(i' C _1�c1_ this �6 day of -Pi
— _7
WT sffna#ty n // me or who has produced who}is personally known to me or who has produced
_See�_�.as indentification. \ irmis ``ex `4� as indenufkation.
`pstsssnurNii���
Notary Public No u c: .•�`���1A GO/I/��•,
Srgn: w_"� V _.r _ Sign: r
p1�►MIS'S� • `�c�
Seal:
Jessica Menendez
Commission # GG161407
=" "= Expires: November 16, 2021
r% Bonded thr, n Notary
Seal: fiber Dy •,
Stateot���0
M
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
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 ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
CJ
2• — vLRenailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4• _Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
s• Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not proyrJej. It may be necessary to install overflow
scuppers in accordance with the requirements of Secti ns R 402, R4403 and R4413.
— U—A,. 10, bq(f
Owner/Agent's Signa ure Date
kf
i Sb Nv� jDac
Property Address
�dre L `,�;S ` V3
Revised on 7/9/2009 LD;07/01/2015;
\)E4A 0-1 (n � �%
Contractor Signature Date
Permit Number
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Uwner — worKers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: -C/VV4,& 4.�_
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this J:1�4ay of ! 20-1b
By wh sersonally known me or has produced
as identification.
Notary: �il �JY �-C� &ii>��'?1%0^
SEAL:
Jessica M ez l
Commission # GG161407
Expires: November 16, 2021
Bonded thru Aaron Notary
r
1
High & Dry Roofing Contractors Inc_
Licensed & Insured 11720 SW 113'h Court
CCC1329237 Miami, FL. 33176
Date: 07/17/2018
State of Florida
County of Miami -Dade
aiw
Before me this day personally PP ersonall a eared"Q who, being Y dul sworn, deposes and
says:
That he or she will be the only person working on the project located at:150 NW 108'h Street, Miami Shores
,FL. 33168
Sworn to (or affirmed) and subscribed before me thisI I k"1day of J U" .20A, by
(r us i aya Lucwo
Personally know
OR Produced Identification
Type of Identification Produced
Jessica Menendez
Commission # GG161407
Expires: November 16, 2021
or titamp Name or r
/K--O�- --