REV-20-4Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
VIED
J N 0 2020
BY
FBC 20 Master Permit No. :Rp as —1 1C
-Zo23
Sub Permit No. tW\j, _ 0 [-ZO-3e1, 4
REVISION
❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL [PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
r/L /�/ -y' CONTRACTOR DRAWINGS
JOB ADDRESS: 1401 9 /7 _/-
City: Miami Shores n County: Miami Dade Zip:
Folio/Parcel#: l%'- -Nev— j4ew Is the Building Historically Designated: Yes NO X_
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): AIN701V A/ PAWPNS Phone#: %6 T/el,-'
Address: r 52"11- 1r1W 97 -5;7
City: ///li1 `7h�State: �/ Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Gl/t V�/ys%�/%I(//V/'G Phone#: 10! 7 n Z2,47i
Address: ��Z� !1 Y' 0/ ;7, 7�
City: i ,� State: �y Ziip: 7 /�
Qualifier Name: "11 ���/ • Phone#:1*10rMZ�Z -
State Certification or Registration #
DESIGNER: Architect/Engineer:
Add
9�7-:5� _Ce-tificate of Competency #:
ne#:
City: State: Zip:
Value of Work for this Permit: $ Ai L Square/Linear Footage of Work: r' 2
Type of Work: ❑ Addition ❑ Alteration ❑ New _ ❑ Repair/Replace ❑ Demolition
Specify color, of color thru tile: G K
Submittal Fee $ V Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
LIRVY
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $� .
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable) _
Mortgage Lender's Address
City
AIM
Zip
State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
ti
X Signature —4 -51 �
OWNER or AGENT
The foregoing instrument was acknowledged before me this
W — day of � �C� 120 k9 by
/
'Lwho is personally known to
me or who has producedTLW-3>Zs2-J52z-5�3V'as
identification and who did take an oath.
NOTARY PUBLIC:
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 20 IT, by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: ,,awry. LUOIOMf Seal: 4e.P4kLUDLOMIIOROM
♦ ♦ 011�8(iiia� ♦ ♦ cowdollion0913iu M
E*MO40= 44 � �4.�
•to,ro a 6"WnIHl• ��1 • �i1� anwatlewwwwo eft
APPROVED BY
V Plans Examiner
Zoning
Structural Review Clerk
(Revised02/24/2014)
IT #: LU i
M —ni Shr,cs Village
��' BY F7D=A
zr ` -'1 Nr,. ^EP(
'11J rl G C) �- P T 'l1W MIAI II--DADE COUNTY
MIAMI•`� i. i f �u��CT i O C(;tvlF'Llr'P�C WI fH All FEDERAL PRODUCT CONTROL SECTION
11805 SW 2(5 Street, Room 208
�''�'+a� �, ..a Miami, F 3orida 33173-2474
DEPARTMENT OF REGULATORY AND ECONOMIC ;ttES,QVRCES (RER)IEOUI AT ONIS 86)315259D F 786
BOARD AND CODE ADiMINISTRATION DIVISION T (7-( ) 315-2599
NOTICE OF ACCEPTANCE (NOA) www•m1ami81Lade.sov/economy
Crown Building Products of Florida, LLC
6018 HWY 72
Arcadia, FL 34266
SCOPE: •....'
This NOA is being issued under the applicable rules and regulations governing the use of*bnstructio;•n;terials. The.
documentation submitted has been reviewed and accepted by Miami -Dade County RER -MM&T Contfo 1 Section td M •
used in Miami Dade County and other areas where allowed by the Authority Having Junsgc Xon (AHJ). • • • ....
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coul4t�r Product eimtrol Seeriofi•
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve:the righ'C �o haves iliil- •
product or material tested for quality assurance purposes. If this product or material fails' �o Perform L the acceptea-
manner, the manufacturer will incur the expense of such testing and the AHJ may imedfatply re 0o1�e�. modify,, o�
suspend the use of such product or material within their jurisdiction. RER reserves the right tprevoketlYj%acceptance, •
if it is determined by Miami -Dade County Product Control Section that this product or -material fails -to mee2'thte:
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: Windsor Roof Tiles
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.
h
TERNIINATION 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 Buildinj Official.
This NOA consists of pages 1 through 8.
The submitted documentation was reviewed by Juan E. Collao, R.A. REVISION
NOA No.:14-1006.03
gape ept�+rY Expiration Date: 01/29/20
• Approval Date: 01/29/15
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Windsor Roof Tiles, as manufactured by Crown Building Products of Florida,
LLC as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by 'Llbations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment cal. ul ad
sha: b0done 3.
moment based system. ...... • • • • • •
. ......
2, PRODUCT DESCRIPTION
Manufactured by
Dimensions
ARRI cant
Windsor Shake
L =17"
W=13"
H =1.2"
Thickness: 0.59"
Windsor Split Shake
Windsor Slate
L = 17"
W=13"
H = 1.3"
Thickness: 0.59"
L =17"
W=13"
H = 1.3"
Thickness: 0.59"
.... .... . .
Test
Pebv&t .
Specifications
D0sHi n • .. . • .....
TAS 112
• •• •• ••••••
Flat, interlocking, concrete the equipped with two • •
nail holes. For direct deck or battencd nail -on, ...•..
. .
mortar or adhesive set�ppA tions, .. �
• • • •
•• • •..•
TAS 112
••••
Flat, interlocking, concrete tile equipped with two
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
TAS 112 Flat, interlocking, concrete tile equipped with two
nail holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Trim Pieces L = varies TAS 112
W = varies
Varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
3M"�' 2- Component Foam Roof Tile
Adhesive AH-160
TILE BONDM Roof Tile. Adhesive
"Tile Tite" Roof Tile Mortar
Bonsal Roof Tile Mortar
`,Quikete" Roof Tile Mortar, FL-15
Product Description
Accessory trim, concrete roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tile adhesive.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged gray roof
file mortar.
Manufacturer
(With Current NOA)
3M Company
The Dow Chemical Company
Bermuda Roof Co. Inc.
Bonsal American
The Quikrete Companies, Inc.
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 2 of 8
2.2 MANUFACTURING LOCATION
1. Arcadia, FL
2.3 SUBNUTTED EVIDENCE:
Test Asency
Redland Technologies
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Test Identifier
Test Name/Report
7161-03 Appendix III PA 102 & PA 102(A)
7161-03 Appendix H PA 108 (Nail -On)
Letter PA 108 (Nail -On)
P0631-01 PA 108 (Mortar Set)
P0402 Withdrawal kesistance Testing o;spew
vs. smooth shank nails ......
94-060A
PA 101 (Mortar Set) • • • •
• •
94-084
PA 101 (Adhesive Set) • • • •
25-7094-2
PA 102 •
(4" Headlap, Nails, Direct DecIVN8*
Construction) •
•
25-7094-8
PA 102 (4" Headlap, Nails, B4tensl
25-7094-5
PA 102 (4" Headlap, Nails, Direct Vtct,
Recover/Reroof)
25-7183-6
PA 102 (2 Quik-Drive Screws, Direct
Deck)
25-7183-5
PA 102 (2 Quik-Drive Screws, Battens)
25-7214-1
PA 102 (1 Quik-Drive Screw, Direct Deck)
25-7214-5
PA 102 (1 Quik-Drive Screw, Battens)
Project No. 307025
PA 100
Test #MDC-77
520109-1
PA 101
520111-4
PA 101
520191-1
PA 101
Calculations
Aerodynamic Multiplier
Calculations
Moment of Gravity
Calculations
25-7094
Calculations
25-7496
Calculations
25-7584
Calculations
25-7804b-8
Calculations
25-7804-4 & 5
Calculations
25-7848-6
Calculations
25-7183
Calculations
Aerodynamic Multipliers
Calculations
Two Patty Adhesive Set System
Date
Dec. 1991
Dec. 1991
Aug. 1994
• • lnly 1994
'Se13t. 199300• •; •
..... ..
• ......
rU;rph, 199 ••••
• 0 Uay 1994.....
00
-Oct. 1994" ""
� • �Q�t. 1994:.... �
'....'
Feb. '1995
Feb. 1995
March,1995
March, 1995
Oct. 1994
Dec. 1998
March 1999
March '1999
October 2007
August 2007
February 1996
April 1996
December 1996
December 1996
December 1996
December 1996
March 1995
April 1999
April 1999
NOA No.: 14-1006.03
V�E COUNTY Expiration Date: 01/29/20
• . Approval Date: 01/29/15
Page 3 of 8
2.3 SUBMITTED EVIDENCE (CONTINUED):
Test Agency
Test Identifier Test Name/Report Date
American Test Lab of South RT0908.01-14 TAS 112 TAS 112 09// 14
09/1818/14
Florida RT0923.01-14 09/30/14
RT0923.02-14 TAS 112
RT0912.01-14 Restoring Moment 09/18/14
Aerodynamic Multiplier
3. LD41TATIONS
. . .... ......
3.1 Fire classification is not part of this acceptance. •
3.2 For mortar or adhesive set file applications, a static field uplift test shall be perfo0,:46rmed in ac • ce with • •
TAS 106. 0 0 * • •erform uarterl test...:
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborato • tp.g .q. • y •
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to tha Miami-'_VAj1�-Prodjcit..
. ...... .... .....
Control office for review. •
3.4 Minimum underlayment shall be in compliance with the applicable Roofing A?l�c'a::ons Staaaards listed. 0 .
section 4.1 herein. • • • •
3.5 30/90 hot mopped underlayment applications may installed perpendicular to the roof slop' unless stated• • •
otherwise by the underlayment material manufacturers published literature. •.. • • • • •
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in corn��i�ance with
applicable building code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code.
4. INSTALLATION
4.1 Windsor Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Tile Profile
Windsor Shake,
Windsor Split Shake,
Windsor Slate
Tile Profile
Windsor Shake,
Windsor Split Shake,
Windsor Slate
Table 7
Average Weight (W) and Dimensions (I x w )
Weight-W (Ibf)
Length-1 (ft)
Width-w (ft)
11.7
1.42
1.08
Table 2: Aerodynamic Multipliers - A
A (W)
Batten Application
0.289
A (W)
Direct Deck Application
0.313
NOA No.: 14-1006.03
raves► E cov�Y Expiration Date: 01/29/20
. Approval Date: 01/29/15
Page 4 of 8
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile 214:12" 3":12" 4":12" 5":12" 6":12" reor
at g
Profile greater
Windsor Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Shake, Deck Deck Deck Deck Deck Deck
Windsor
Split
Shake, 8.27 8.26 8.19 8.17 8.07 8.04 7.91 7.87 7.72 7.67 7.50 7.46
Windsor
Slate •
Table 4: Attachment Resistance Expressed as a Moment - Mr f) • • • • •
for Mechanically Attached Systems b '
Tile Fastener Type Direct Deck DifFeotD�ck ..Satter... •
(min 15/32' (mtn.r49132" '
.... ....
Profile •
plywood) p1tWtlbd) . .. .... .
Windsor Shake, 2-10d Ring Shank Nails 30.9 ; 38.1: 17.2,,,, •
Windsor Split Shake, 1 10d Smooth or Screw Shank 7.3 9X • 4.9 : • • • •:
Windsor Slate
Nail
'
2-10d Smooth or Screw Shank
14.0
18.8
7.4
Nails
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw Shank
24.3
24.3
24.2
Nail (Field Clip)
1-10d Smooth or Screw Shank
1.9.0
19.0
22.1
Nail (Eave Clip)
2-10d Smooth or Screw Shank
35.5
35.5
34.8
Nails (Field Clip)
2-10d Smooth or Screw Shank
31.9
31.9
32.2
Nails (Eave Clip)
2-10d Ring Shank Nails 50.3 65.5
1 Installation with a 4" tie headlap and fasteners are located a min. of 2'h" from head of tile.
�APPROV=D
51.1 K
NOA No.: 14-1006.03
Expiration Date: O1/29/20
Approval Date: 01/29/15
Page 5 of 8
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile Application Minimum Attachment
Tile Resistance
Profile
Windsor Shake, Adhesive2 31 -33
Windsor Split Shake,
Windsor Slate
2 See manufacturer's com onent a royal far installation require ents.
3 TILE BOND Roof Tile Adhesive; Average weight per patty 13.9 grams. • • • •
3MTm 2-Com ponerit Foam Roof Tile Adhesive AH-160; Average weig ht er a 8 rams. . . • • • • • • • • • •
Table 6: Attachment Resistance Expressed as a Moment - Mf4h-14150 0 0 0 0
.. • ..
for Single Patty Adhesive Set Systems • • • • • • •
Tile Application Vrvl;j!Vum A►t�atcl�men't • ••
*04
Tile ..... �iesisi��•ce • • • •
Profile •• IL—•• • a ••• ••
Windsor Shake, 3M 2-Component Foam Roof Tile Adhesive AH-160 • • • 118.9
. .
Windsor Split Shake, 3MTM 2-Component Foam Roof Tile Adhesive AH-160 4U.•45 • • • • • : •
Windsor Slateent ... .:
4 Led uni add
add la ementplacement of 24 a rams of 3M ms of 30 2 2--Com none t F am Roofoam Roof �ITi a Adhesive e AH-1e60. • • •
5 M
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile Attachment
Tile Resistance
Profile Application
Windsor Shake, Mortar Sets 39.0
Windsor Split Shake,
Windsor Slate
6 Sees ec c mortar manufacturer's Notice of Acceptance
5. LABELING
All tiles shall bear the imprint or identifiable marking of the. manufacturer's name or logo (See Detail Below), or
following statement. Miami -Dade County Product Control Approved".
WINDSOR SHAKE, WINDSOR SPLIT SHAKE, AND WINDSOR SLATE ROOF TILES
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 14-1006.03
CKAMW=AQMEL*M Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 6 of 8
6. BUII.DING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
PROFILE DRAWINGS •
. . .... ......
...... . ......
.... .... .....
...... .... .....
.. .. .. . ......
FASTENER MOLES •' • • •.. •. •
17"
13"
WINDSOR SLATE
NOA No.:14-1006.03
Expiration Date: 01/29/20
COUNTYExpiration
Date: 01/29/15
Page 7 of 8
PROFILE DRAWINGS (CONTINUED)
FASTENER HOLES
WINDSOR SHAD
T
13"
WINDSOR SPLIT SHAKE
END OF THIS ACCEPTANCE
NOA No.: 14-1006.03
CM"Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 8 of 8