RF-11-709Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 158623 Permit Number: RF -4 -11 -709
Scheduled Inspection Date: May 31, 2011
Inspector: Bruhn, Norman
Owner: DRODY, KAREN
Job Address: 1118 NE 105 Street
Miami Shores, FL 33138-
Project <NONE>
Contractor: MURPHY ROOFS
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1122320280120
Phone: (305) 892 -1700
Building Department Comments
TILE REPAIR GARAGE
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
May 27, 2011
For Inspections please call: (305)762 -4949
Page 6 of 21
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33 138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
fi
APR 2 1 2011
Permit No. TZ—P lJ a
Master Permit No.
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) ' 4 Est-f Cry`. Phone # R te`-'= a ` 5 P-7"--' I 7
Owner's Address
City .,l(/i%' State '- Zip �✓� a i `
Phone #
Tenant/Lessee Name
Email
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
Is Building Historically Designated YES
f O S- .
County Miami -Dade
ip
NO Flood Zone
Contractor's Company Name p. 1 ,- Phone # 7. , j O` tS 'c) "
Contractor's Address /0 ! j . QU 1
City 13 C ,, gar. - State - Zip / £ /
Qualifier Name 1, V i OlJGL Phone #1
State Certificate or Registratio 'No. Certificate of Competes cy'No. `7 0.5° C'Q (
Contact Phone f� 9 E -mail
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ 30t) > / Linear Footage Of Work:
Type of Work: ❑Additions ❑Alteration
Describe Work:
❑New ❑
ao �
eplace ❑ Demolition
4-
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ l I. • 0• Permit Fee $ / CCF $ CO /CC $
Notary $
Scanning $
Double Fee $
Training/Education Fee $
adon $
Structural Review. $
DPBR $
Violation date:
Technology Fee $
Bond $
Total Fee Now Due $
See Reverse side --+
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State Zip
ski
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFQRE
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, posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was aekriowledged before me thisO
PX-c9e9
as produced ( e7
day of ROB, 20 // by
who is personally known to me or who
NOTARY
Sign: ` G
Print: 6/7(1'
As identification and who did take an oath.
My Commission Exp.
Aria`r °Ley Notary Public State of Florida
Edward Nurquez
`4c My Commission DD766612
ov oo�' Expires 03 /10/2012
****************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * **
APPROVED BY
Contrac
The sing instrument was ackno
day of , 20 l , by
who is p sonally kno o me or who
as identification an
r—
ged before me this -`
NOTARY PUBLIC:
Sign:
■
o did take an oath.
Print:
My Commission Expires:
w""""//0,
Cat?nis '✓i
e5
/. `a '1%; i'
*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *144x: * * * **
Plans Examiner
Engineer
(Revised 07 /10 /07)(Revised 06/10/2009)
Zoning
Clerk checked
4
U _let
Miami Shores Village
APR 2 20f
Florida Building Code Edition 2002'�rrnov�® DY
High Velodty Hurricane Zone Uniform Penult APP IVFROMI G n r ar
D
ATE
Section A (General Informatl DEPT G//
Process No. 81,113,1E CT TO runup! IanlrF 1nnTH ALL FEDER 4L
PcZ), 1 I ANI) COL IN rY RULES AND REGULATIQNS
ennit No.
Contractor's Name
Job Address / (( ft)-€ J ��
O Low Slope
O Asphaltic
Shingles
O New Roof
ROOF CATEGORY
O Mechanically Fastened Tile
O Metal PaneUShingles
Mortar /Adhesive Senile
LI Mood Shingles/Shakes
Are there
0 Prescriptive BUR -RAS 150 Gas Vent Stacks?
Yes ❑ No ❑
ROOF TYPE Type: Natural ❑ LPGX ❑
0 Re•Roofing 0 Recoverin 10 Repel 0 Maintenance
ROOF SYSTEM INFORMATION
Low Sloes rite (SF) Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Planl {'
Sketch Roof Plan Illustrate all levels and sections, roof d = rs, rflow
scuppers and overflow drains. Include dimensions of d ve clearly
identify dimensions of elevated pressure zones and loca io
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123_01 -48 5/03 PAGE 2
1
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations__
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if Applicable, RAS 127 or
RAS 128
4.
Other Component Notice of Acceptances
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Re- Roofing Only)
7.
Any Required Roof Testing /Calculation Documentation
123_01 -48 5/03 PAGE 1
1
1
Florida Building Code. Edition 2002
High Velocity Hurricane Zone Uniform Pem It Application Fo n.
Section D (Steep Sloped Roof Svsteml,
Roof System Manufacturer: 0 ''' ro L•9k+ sTiA—
l- 4ervx.(1-r -FL1—
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: P2: P3:
Maximum Design Pressure
(From the NOA Specific System):
Method o f tile attachment: b l rc ,
Roof Slope:
:12
Steep Sloped Roof System Description,
Deck Type:
ype Underlayment:
nsulation:
Fire Barrier:
astener Type & Spacing:
dhesive Type:
Ridge Ventilation?
Mean Roof Height:
ype Cap Sheet:
oof Covering:
Type & Size Drip
Edge:
123_01 -48 5/03 PAGE 4
Florida Building Code Edition 2002
HI, h Vet . Hurricane Zone Uniform PennitA ' cation Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for Mr with the values from M 1. If the Mr values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1: z A, m -)- Mg: _ M i NOA M1
(P2: 1 A. ® --) - Mg: = Ma_ NOA Mf
(P3: z A, a _ -) - Mg: = M,3 NOA M
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below NOA Mr
Mr Required Moment Resistance*
Mean Roof Height -
Roof Slope
2: 2
15'
20'
25'
30'
40'
3:12
34.4
32.2
38.5
34.4
382
30.7
38.0
37.4
422
39.8
4:12
30.4
33.8
35.1
37.3
5:12
8:12
7:12
28.4
28.4
24.4
30.1
28.0
25.9
31.8
28.4
27.1
32.8
30.5
28.2
34.9
32.4
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the valves for F' with the
values for Fr. 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"
l: = z w• = ) - W: z cos 0: = FN: NOA F'
l: = z w: = ) - W: z cos O: = F.3: NOA F'
(P3 : z 1: = w: = ) - W: z cos 0: = Fr3: NOA F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 orP2 orP3
RAS 127 Table 1 or by an engineering analysisprepared by PE based onASCE
7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
NOA
Restoring Moment due to Gravity
MR
NOA
Attachment Resistance
Mr
NOA
Required Moment Resisttmce
Calculated
Affinimum Attambliwtt Resistance
F'
NOA
Requited Uplift Resistance
Fr
Calculated
A Tile Weight
e Dimensions
W
NOA
length
'iv= w= width
NOA
All calculations must be submitted to the Building Official at the time ofpermltapplication.
123_01 -48 5/03 PAGE 5