REV-19-1721Miami 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
4
FBC 201.1t'
Master Permit No.A
Sub Permit No.pey 19, - I 1
Nj REVISION ❑ EXTENSION [:]RENEWAL
❑PLUMBING ❑ MECHANICAL [::]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP
o CONTRACTOR DRAWINGS
JOB ADDRESS: 5' O N 97 s4
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the /Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: c70T I Flood Zone: BFE: FIFE:
OWNER: Name (FeeSimpleTittlleholder)::S'IJ 5 G/Q i a h; Phone#:
Address: �J 1J C 9 p
City: /-A \ G VI -A I 5 1-No 12�S State: L, Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: A U_ b q b C, n1 (-- RC.1` @ <2,413hone#:�6
Address: 2_TY/'S 510 13,2
City: 1-)ciM���� State: Zip:
Qualifier Name: d ErL U<A 6 4 /�-7��.3'-C.�� Phone#:
State Certification or Registration #: &--Z— 0--' Z Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State:^^�,, Zip:
Value of Work for this Permit: $ / Ir n ) '�' Square/Linear Footage of Work:( a8l, C)
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:&'F-& A Der -tln
"Jnc/_
Tcj t,J+. n)Ser R�o�' �L S" CYc7tJ�N
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ (, m
(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
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 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.
Signature
OWNER VAGENT
The foregoing instrument was acknowledged before me this
_02 day of �y 20 / by
5�75�NJ t M AIQSS who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: ✓
Print: _j d
Seal:
JOSE P PEREZ
Notary Public - State of Florida
kc'rn
Commission 8 GG 219650
My Comm. Expires May 20. 2022
aorCe;! through �,atirra %;tar; Assn.
APPROVED BY
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
c2S^ day of 20 1 � by
t,YGR t,44 J A 1 ,tA Z3Who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: f —6--sc ,�E e—
Seal: i87; •. XSE P PEREZ
Public - State of Florida
.ommission M GG 219650
'Ay Comm. Expires May 20, 2022
Plans Examiner
as
Zoning
(Revised02/24/2014)
Structural Review
Clerk
R E 1 v �[ligh-Velocity`
�IJL 2 5 2019 Se
Master Permit Number
Contractor's Name
Job Address
i dition (2017)
Permit Applica ion For n j
for ion)
Process Number A p
1
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile
❑ Asphalt Shingles ❑ Metal Panels/Shingles
Is there an existing Roof Top Solar System? (' Yes Fi No
Are there gas vents on the roof? (' Yes No
ROOF TYPE
Iq 11)r
Mortar/Adhesive SetTi(e y
❑ Wood Shingles/Shakes
Will it be reinstalled? C' Yes {� No'
Type? ❑ Natural GX
�.r J New Roof ❑Repair ❑Maintenance Reroofing Recoverirt� ... •
• •••• ••••••
ROOF SYSTEM ROOF INFORMATION • • • 0004, • . •
• • • • • • • • • • • • • •
Low Slope Roof Area (ft2) Steep Slope Roof Area (ft2) s ®0 YoVaf (:er;ft�
•
Section B (Roof Plan) "" • • • • •
• .
00
Sketch the Roof Plan: Illustrate all levels and sections, roof drain, scuppers, overflow scuPoctrs'Ahdins: •• • • •
Include dimensions of sections and levels, clearly identify dimensions of elevated pressureconesand locations of parapits.
./ ••••.•
22- 32
1 �
r;1- C
_ I
�X51S
123 01-48 4/19 PAGE 2
....e Lw-V► 44
i
Florida Building Code 5th Edition (2014)
High Velocity Hurricane Zone Uniform Pennit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturegi Q
Notice of Acceptance Number: �`"T l oe 0,-.3
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1:/_ P2•— l P3• �� 7
Maximum Design Pressure • -�3 3-;3,//V,4
From the NOA Specific Sy stemj�-��%`
Method of tile a c tta men t 3/'? 2 �� ��✓ 6?/
Roof lope:
: 12
•
••
••
.... . .. ...
.
.
Steep
Sloped Roof System
Description::.::.
...... .....
Deck Type:
d'
• •
• •
e Undedayment:
xyp
A �.
Ridge Ventilation
Mean Roof Height:
: 1 *'
Ba er:
/,)4-
cfteses. T S i
Ype paa ng. vNic3 / - d ' nr� v 7
!o Ad, c. On 1ie/j /l nde On
iesive Type _� p e �e /� p
f��Jivel/yJc� TV
�jype Cap Sheet: "01
dVo/y9/u-s /-: U.. pl,,s
Covering:
Type & Size Drip
dge: 3 X v
a,'�� wh,�il� •S
123 O1-48 8/15 PAGE 4
pdo
Florida Building Code 5th Edition (2014)
High Velocity Hurricane Zone Uniform permit Application Form
Section E (Tile Calculations)
Fo Moment based the s ystems, choose either Method 1 or 2. Compared the values
rwith the values from Mr. If the Mr values are greater than or equal to the Mr
es, for each area of the root, then the tile attachment method is acceptable.
Method 1 "Mom e t Basegi, TlI,% Calc 'ons Per RAS 127"
" lJ' z rAA3. / Mg P% _ Ki I NOA b*
(Ps:— = x-®• 3/3 = z,. Wiz, — Mg: _ -2_ NOA A*
— Mg: NOA A*
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (rQ From Table Below NOA A*
Mr Required Moment Resistance*
-
Roof Slope
15'
no
25'
.30' .
*see
• f'.. •
2:12
_340
36.5
38
a7 .
.4Z.2 •
'1
322
34A
36.0
'9r". • •
..
. • 2
30A
28.4
1 30.1
31.6
• .8 .
. •
'
26A
28.0
n
., � ..
32
7:
25.9
ZT.1
. .Z .
•
.. • . • .
*Must be used in conjunction with a list of moment based We systems endorsed by they .
Broward County Board of Rules and Appeals. : 900
:' •"'
For Uplift based the systems use Method 3. Compared the values for F' with the �.:..'
values for F,. If the F' values are greater than or equal to the Fr values, for each
area -of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pi: z1: z w:=—)—W: zcos&._= FrI: NOAF',
(P2 : z l: z w: _ --) — ViW: z cos 8: = Fr2: NOA F'
(P3 : z l: z w: _ ___) — W: z cds 6: _ = Fr3: NOA F',
Where to Obtain Information
Description
S bol
Where to find
Design Preasace
PI orP2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
H
Job Site
- Roof Slope
g
Job Site
Actodipatuic tier
x
NOA
Reaming Moment doe to Gmvity
ME
NOA
__.1. _ - Attacbmemt Resistance
Mr
NOA
Moment Resistance
Mr
Calculated
M�mmum Atlacbmmt Resiahox
F
NOA
Required UpliftRest
Fr
Calculated
A Tile W '
NOA
T e Dimeosioas
1= k%&
width
NOA
All calculations must be submitted to the Builft Official at the time of Mmit aWlicatiam
123_01-48 8/15 PAGE 5
MIAIMI—DADE COUNTY
�MIAM�I•DADE
► 9. ,
PRODUCT COIT'TROL SECTION
DEPARTMENT OF REGULATORY AND ECONOtiIIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION D"ION
Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA)
T (786)315-2590 F (786) 315-2599
www. miamidade ¢ov/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 construction ]materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Contro, 1 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 G antcoi Sectjo� •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)rese a e ri
product or material tested for quality assurance purposes. If this product or material fails : x•to Piave this .
manner, the manufacturer will incur the expense of such testing and the AHJ may �v�orm ik ,*mth odi y,:q ..:.
y immsdiafely revoke,.modify, •or •
suspend the use of such product or material within their jurisdiction. RER reserves the right to -revoke aC tanee,�
if it is determined by Miami -Dade County Product Control Section that this product or t'11<ttd4al failsfV meeet ihe:
requirements of the applicable building code. 000000 . ...
00000
This product is approved as described herein, and has been designed to comply with the. Buil
Florida ding Code• of
• •
including the High Velocity Hurricane Zone of the Florida Building Code. 0
DESCRIPTION: Windsor Roof Tiles of
' •
•...
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 consists of pages 1 through 8.
The submitted documentation was reviewed by Juan E. Collao, R.A.
�ewFoaoE eotxv r�r NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 1 of 9
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 Produ cts 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 calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations sha11 be done as a
moment based system.
2. PRODUCT DESCRIPTION
Manufactured by Dimensions
Applicant
Windsor Shake
Windsor Split Shake
Windsor Slate
L = 17"
W = 13"
H = 1.2"
Thickness: 0.59"
L =17"
W=13"
H=1.3"
Thickness: 0.59"
L=17
W = 13"
H=1.3"
Thickness: 0.59"
Test
Product
Specifications
000600
Des2ggko■ "" • • • • • •
TAS 112
Flat, interlocking, concrete tile•equippea>;th two 9 • •; 0
nail holes. For direct deck 6f battened nail -on, •
mortar or adhesive set ap1SflMons. ; • • : • •' •:
0 •
TAS 112
60006
Flat, interlocking, concrete iAquipped Ah toe
• „ • 0
nail holes. For direct deck ej battened nail -on, • •
mortar or adhesive set atplications.
TAS 112
.••.••
Flat, interlocking, concrel--tile equi 0 ;4
synth two
nail holes. For direct decor 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
Product Description
Accessory trim, concrete roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
3MTm 2- Component Foam Roof Tile Two component polyurethane
Adhesive AH-160 foam adhesive.
TILE BOND Roof Tile Adhesive
"Tile Tite" Roof Tile Mortar
Bonsal Roof Tile Mortar
"Quikrete" Roof Tile Mortar, FL-15
Single component polyurethane
foam roof tile adhesive.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged roof tile
mortar.
Premixed, pre -bagged gray roof
tile mortar.
Manufacturer
(With Current NOA)
3M Company
The Dow Chemical Company
Bermuda Roof Co. Inc.
Bonsal American
The Quikrete Companies, Enc.
Zia
JAPPROY:D
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 SUBMITTED EVIDENCE:
Test_Aeencv
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03 Appendix III
PA 102 & PA 102(A)
Dec. 1991
7161-03 Appendix 11
PA 108 (Nail -On)
Dec. 1991
Letter
PA 108 (Nail -On)
'A"
�g 1994......
P0631-01•
PA 108 (Mortar Set .' .
)
, , •
1994 •
P0402
, ,
Withdrawal Resistance Testing of *sc��r� w
..IuIY• •
Sept;1993 • • • • • •
vs. smooth shank nails
•
. ......
......
The Center for Applied
Engineering, Inc.
94-060A
• •
PA 101 (Mortar Set) ' .... •
•
X4a?ch 1994 • : • %
94-084
PA 101 (Adhesive Set) • • • • • •
k • • 1
a'Y 994
25-7094-2
PA 102 " • 0
1994
(4" Headlap, Nails, Direct Deck,
Construction)
• • • • • •
25-7094-8
PA 102 (4" Headlap, Nails, Battens) • • •
'
25-7094-5
PA 102 4 Headlap, Nails Direct Deck,
( �� P,
ba! 1994
QCt' 1994
Recover/Reroof)
25-7183-6
PA 102 (2 Quik-Drive Screws, Direct
Feb. 1995
Deck)
25-7183-5
PA 102 (2 Quik-Drive Screws, Battens)
Feb. 1995
25-7214-1
PA 102 (1 Quik-Drive Screw, Direct Deck)
March, 1995
25-7214-5
PA 102 (1 Quik-Drive Screw, Battens)
March, 1995
Project No. 307025
PA 100
Oct. 1994
Test #MDC-77
Celotex Corporation Testing
520109-1
PA 101
Service
520111-4
PA 101
Dec. 1998
March 1999
520191-1
PA 101
March 1999
Walker Engineering; Inc.
Calculations
Aerodynamic Multiplier
October 2007
Calculations
Moment of Gravity
August 2007
Calculations
25-7094
February 1996
Calculations
25-7496
April 1996
Calculations
Calculations
25-7584
December 1996
Calculations
25-7804b-8
25-7804-4 & 5
December 1996
December 1996
Calculations
Calculations
25-7848-6
December 1996
Calculations
25-7183
Aerodynamic Multipliers
March 1995
April 1999
Calculations
Two Patty Adhesive Set System
April 1999
(APPAOV=pI
NOA No.: 14-1006.03
Expiration Date: ol/29/20
Approval Date: 01/29/15
Page 3 of 8
2.3 SUBMITTED EVIDENCE (CONTINUED):
Test AQency Test Identifier
American Test Lab of South RT0908.01-14
Florida. RT0923.01-14
RT0923.02-14
RT0912.01-14
Test Name/Renort Date
TAS 112 09/18/14
TAS 112 09/30/14
TAS 112 09/30/14
Restoring Moment 09/18/14
Aerodynamic Multiplier
3. LEmTATIONS •
3.1 Fire classification is not part of this acceptance. '
...... .. ......
3.2 . For mortar or adhesive set tile applications, a static field uplift test shall be performed in accrddance v�ith• •;
TAS 106. ••.• �• •
3.3. Applicant shall_ retain the services of a Miami -Dade County Certified Laboratorq't5`perf6r13% q*terly teri ..'
in accordance with TAS 112, appendix `A'. Such testing shall be submitted tb•4ie 4iami- j 8M4 product, • • -
Control office for review. • • • •
..•�
3.4 Minimum underlayment shall be in compliance with the applicable Roofing AR.pli.cat.iP.ns S-t (I rds list2g""
section 4.1 herein. ......
3.5 30/90 hot mopped underlayment • • • :*Owe*
' •' ;
pp yment applications may installed perpendicular to fheroof slops u�il'ecs stated
otherwise by the underlayment material manufacturers published literature. • • •'
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in cornpliance 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 _
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile Weight-W (Ibf) Length-1 (ft) Width-w (ft)
Windsor Shake,
Windsor Split. Shake, 11.7 1.42 1.08
Windsor Slate
Table 2: Aerodynamic Multipliers - A (ft )
Tile. Profile A (ft) A (ft)
)
Batten Application Direct Deck Application
Windsor Shake,
Windsor Split Shake, 0.289 0.313
Windsor Slate
M 1A PMUNDWAUMcotcvrr NOA No.: 14-1006.03
' Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 4 of 8
Tile Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Profile 2":12" 3":12" 4":12" 51':12" 6":12" 7":12" or
greater
Windsor Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Shake, Deck Deck Deck Deck Deck
Windsor Deck
Split
Shake, 8.27 8.26 8.19 8.17 8.07 8.04 7.91 7.87 7.72 7.67
Windsor 7.509 7.46
Slate . . • • • • go**
••• •
Table 4: Attachment Resistance Expressed as a Moment - M+•( bfl
for Mechanically Attached Systems go***
Tile for
Type Direct Deck DirectL>`0 k
Profile (min 15132" (min.4�32"
plywood) plyVu4Q;
Windsor Shake, 2-10d Ring Shank Nails 30.9 349.1 .
Windsor Split Shake, 1-10d Smooth or Screw Shank 7.3 • Windsor Slate g g•
Nail
2-10d Smooth or Screw Shank
Nails
1 #8 Screw
2 #8 Screw
1-10d Smooth or Screw Shank
Nail (Field Clip)
1-10d Smooth or Screw Shank
Nail (Eave Clip)
2-10d Smooth or Screw Shank
Nails (Field Clip)
2-10d Smooth or Screw Shank
Nails (Eave Clip)
14.0 [ 18.8
7.4
30.8
30.8E32.2
51.7
51.7
24.3
24.3
19.0
19.0
35.5
35.5
31.
331.9
2-10d Ring Shank Nails �50.365.5
1 Installation with a 4" the headlap and fasteners are located a min. of 2%" from head of tile.
48.3
�APPR04ED1
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 5 of 9
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum attachment
Resistance
Windsor Shake,
Windsor Split Shake, Adhesive2
31 33
Windsor Slate
2 See manufacturer's component approval for installation re uirements.
3 TILE BOND
Roof Tile Adhesive; Average weight per patty 13.9 grams. • •
3M 2-Component
Foam Roof Tile Adhesive AH-160: Average weight 8 •
per patty gramst 096
000
00
Table 6: Attachment Resistance Expressed as a Moment - M*(fthf)jn
. .:
for Single Patty Adhesive Set Systems '
Tile
Profile
Tile Application
Jlavli�uu'
..'..ft• • •
•
Windsor Shake,
3M 2-Component Foam Roof Tile Adhesive AH-160
Windsor Split Shake, TMWindsor Slate 3M 2-Component Foam Roof Tile Adhesive AH-160
..:.
• •..4
Lar a add lacementof 45 rams of 3M 2-Com onent Foam Roof Tile Adhesive AH-160. 6606
5 Medium paddy
placement of 24 grams of 3M 2-Component Foam Roof Tile Adhesive AH-160.
Table 7: Attachment Resistance Expressed -as a Moment - Mf (ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Profile Application Resistance
Windsor Shake,
Windsor Split Shake, Mortar Seth
Windsor Slate 39
6 Seespecific 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".
M�HIDCSOA
1� 0 R 0 rd H
WINDSOR SHAKE, WINDSOR SPLIT SHAKE, AND WINDSOR SLATE ROOF TILES
(LOCATED ON UNDERSIDE OF TILE)
�aaruaaue eou*rrY NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 6 of 8
6. BUILDING 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.
4
..,
APPROVeDI
1a3�
PROFILE DRAWINGS
WINDSOR SLATE
FASTENER HOLES
NOA No.: 14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 7 of 8
PROFILE DRAWINGS (CONTINUED)
FASTENER MOLES
WINDSOR SHAKE
WINDSOR SPLIT SHAKE
END OF THIS ACCEPTANCE
Ili- ..,. .
(APPROVED
T
NOA No.:14-1006.03
Expiration Date: 01/29/20
Approval Date: 01/29/15
Page 8 of 8