ROOFINGMIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
Type Insp'n — Ra.J` ficc
Permit No. r))19X)CZ— tCl rl 1 '
Name 1 $Q IQrucJCitn •
Address t-13 1 ^^ ` e. )I S ¥
Company UiQQter l-
�d •
Phone # �%) 4 q 3 •
Inspection Date M j(01
V
Approved
Correction
Re- Insp'n Fee
53
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT 5
Date
Type Insp'n
For Inspector:
Approved
Correction
Re- Insp'n Fee
305- 795 -2204
Building Inspection Request
aQ
Permit No. L r 02O(53 19
Name C rdCTr3 .
Address 1 ma 10 ) cS
Company Wl Qthe r o ril
Phone # ID U " I
Time
Name & Date
•
Date
Contracting Co.
Qualifier lit t,flr7 CCU Oka()
State # (-CC 0 , 2 7 Municipal #
Square Ft.
• er
•ssion E
M
FEES: PERMIT
of owner and/or Condo President
PERMIT APPLICATION FOR MIAMI SHORES VILLeG
\16E ) vk 2 `3 iD INC
d/or Condo ' ant Da e
ires� Ma's -1 Vargas
Commissiok#DD231984
• Expires: Jt1 13, 2007
Bondedru
, , '' • Atlantic Bondi Co., Inc.
RADON
APPROVED:
Zoning Building
Mechanical Plumbing
C.C.F.
a3.
Estimated Cost (value) £, cu:
Notary as to C
My Comm § Exif ably
'.Commitodon # DD100355
�
Bonded ilre 31136
s�s��,,
�sgMe-- Atlantic sondlag lac.
NOTARY
SO,OO CGSh
DEC 2 2 2003 E lect r a,
actor of Owner- Builder
BOND
TOTAL DUE
5 *. 2003
Legal Description Historically Designated: Yes No V
Owner/Lessee / Tenant 36 e)y l (41 P V Master Permit # (3J2 J ^ G 1
Owner's Address (7J fl) i V i Phone ..2o< -: 4 k g
O 3 J o b A d d r e s s (-1 " E /o f S Tax Folio £ L
Address U2 Mi t 1 Met-uc f 1 1 140 L 4 - 4 • 3u./
ss# -
Phone bs 2 — 9 q
Ins`.. Co. 305`110
Competency #
Architect/Engineer Address
Bonding Company Address
Mortgagor � ' Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTIONT/Nhcvt L Qp&jt (uau k
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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
ction an ' . urthermore, I authorize the above - named, contractor to do the work stated.
Signature of C tractor or OwnerFBuilder Date
,( h3
ate
Structural Engineer
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Scanning $
1V11a1111 31101 e V Judge
Building Department
State
too 11=
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. 6to 03-M7)
Master Permit No.
Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) Phone #
Owner's Address
City
Tenant/Lessee Name Phone #
Zip
Job Address (where the work is being done)
City Miami Shores Village County Miami - Dade Zip
Is Building Historically Designated YES NO
Contractor's Company Name Phone #
Contractor's Address
City State Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit £ OOO Square Footage Of Work: 4
J
Type of Work: ❑Addition ❑Alteration ❑New epair/Replace ❑ Demolition
Describe Work:
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ 5 CCF
Notary $ Training/Education Fee $ Technology Fee $ p�
Radon $ Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite 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
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 A}NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to .Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of , 20 _ , by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Chc 10/14/03
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 __, by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
(Certificate of Competency Holder)
My Commission Expires:
State Certificate or Registration No. Certificate of Competency No.
******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY: DEC 2 2 2003 Plans Examiner
Engineer
Zoning
1
High Velocity Hurricane Zone Uniform Roofing Permit Application
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Master Permit No.
Contractor's Name:
1 Ai6 , 17w& � ai2o ,VacA%g
•
L`9 Low Slope
❑ Asphaltic Shingles
❑ Prescriptive BUR -RAS 150
Section A (General Information)
Process No.
Roof Category
❑ Mechanically Fastened Tile
❑ Metal PaneVShingles
❑ Other.
4 Job Address:
116 kW /O/ d' �a z
Roof Type
❑ New Roof Re Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft. ( OO 1 Steep Sloped area (ft.=)
Section B (Roof Plan
Page 2
❑ Mortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
Total (11.
`Tv0
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets.
1
Perimeter Width (a'):1 I Corner Size (a' it a'):
1
f
r
L
?S
{
la
-64r
1
Page 1 of 1
High Velocity Hurricane Zone Uniform Roofing Permit Application
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION -
System Manufacturer.
! c r
NOA No:
Joist Spacing:
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1:
Pmax3:
NOA System:
loo. c 331 • Old
I 1
Pmax 2:
Maximum Design Pressure, From the Specific
s2. 1
15/8" Plywood
L1
Deck type:
• These decks require a fastener pull test by
an approved test labratony
Other Deck Type:
Slope: T—L-WY" I
Anchor/Base Sheet & No. of Piy(s):
1 1 - 70t5c # 45'
Section C (Low Sloped Roof System)
Fill in the Specific Roof Assembly components and Identify Manufacturer . •
(If a component is not used, identify as "NA ")
Anchor/Base Sheet Fastener/Bonding Material:
I Fi r nal 4 -1-‘4. S
• wlnsulation Base Layer /Size & Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Fastener/Bonding Material:
1
Insulation Top Layer/Size & Thickness:
Page 3
Wood Nailer.
Base Sheet(s) & No. of PIy(s):
Base Sheet Fastener/Bonding Material:
I ik tG&-I S 4 { CCc' -
PIy Sheet(s) & No. of PIy(s):
1 . 2 Piy L
PIy Sheet Fastener/Bonding Material:
Drip Edge Size & Gauge:
Drip Edge Material Type:
Hook Strip /Cleat gauge or weight
Coping Metal:
Top Ply:
1 cbfSC -20 i -
Top PIy Fastening/Bonding Material:
'NSPK T
Surfadng: "
Nola
FASTENER SPACING FOR BASESHEET ATTACHMENT
Fastener Type:
11 I A" R.S. Nails
Altemate Fasteners:
1. Field: Fri" o/c @ laps &
2. Perimeter. M " o/c @ laps &
3. Comers: J '' o% @ laps &
Field: JJ Perimeter.
12 " face 26ga.
IGalvinized Metal
NUMBER OF FASTENERS PER INSULATION BOARD
1
Comer.
•ofc
rows @ J , 1
rows @
rel
Page 1 of 1
" o/c
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, .Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material
Thickness, Fastener Type, Fastener Spacing
Or: Submit Manufacturers Details that Comply with
6IIekoI0 .
£/s* Poitcoc •
#.r
3 k3 Drk f e4 s r
2 Pl
TK 1?
5-1111 na d C
Page 3a
S L. t 7PC
ib loP fr s\ c p.a . - {a -Pak
Parapet Wall Height FL
NI eta Roof Height h2 Ft
rage 1 or
Roof Slope:
Roof Mean Height
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION =
Ridge Ventilation: I
Method of Tile Attachment/
INCA •
Alternate Tile Attachment Method:
Cllp Spacing for Metal Roof Panels
Field: I [ Perimeters:
Perimeter Vyldth•
Section D (Steep Sloped Roof System)
1
Sloped System Description
1 1
Comers:
1
Page 4
Deck Type: : Plywood
Altemat
Insulation/Fire Barrier Board:
Optional
Fasteners:
l Cap Sheet Type/Adhesive Type:
Roof Coveting:
Roof Covering Attachment Method:
Drip Edge Size & Gauge
Drip Edge Material Type:
Drip Edge Fastener Type:
Hook Strip/Cleat ga. or weight
ck Type:
deriayment type:
1
J
I
ubstrate:
I Galvinized Metal
ragc 1 U1 1
Roof System Manufacturer. I
Notice of Acceptance Number. I 1
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1:I IP2:I 1P3:I
Maximum Design Wind Pressures, (From the PCA Specific system):
Roof Slope:
Roof Mean Height
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION =
Ridge Ventilation: I
Method of Tile Attachment/
INCA •
Alternate Tile Attachment Method:
Cllp Spacing for Metal Roof Panels
Field: I [ Perimeters:
Perimeter Vyldth•
Section D (Steep Sloped Roof System)
1
Sloped System Description
1 1
Comers:
1
Page 4
Deck Type: : Plywood
Altemat
Insulation/Fire Barrier Board:
Optional
Fasteners:
l Cap Sheet Type/Adhesive Type:
Roof Coveting:
Roof Covering Attachment Method:
Drip Edge Size & Gauge
Drip Edge Material Type:
Drip Edge Fastener Type:
Hook Strip/Cleat ga. or weight
ck Type:
deriayment type:
1
J
I
ubstrate:
I Galvinized Metal
ragc 1 U1 1
Mean Roof Height
in Feet
15'
20'
25'
30'
40'
Roof Slope
4
1
4
1
4
2 :12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4 :12
30.4
32.2
33.8
35.1
37.3
5 :12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7 :12
24.4
25.9
27.1
28.2
30.0
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION .
Section E (Tile Calculations)
For Moment based tile systems, chose either Method 1 or 2. Compare the values
for Mr with the values from Mf. If the Mf values are greater than or equal to the
Mr values, for each aea of the roof, then the tile attachment method Is
acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
P1:I IxAj 1 -M9:I I =Mr1:l INOA
P 2: I x AI 1 f= Mrl : I I NOA Mf:
P 3:I jxAl I-Mg:I 1= Mr1:I j NOA Mf:
Page 5
Method 2 "Simplified Tile Calculation Per Table Below"
*This Table must be used In conjunction with a list of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
1
Required Moment of Resistance (Mr) From the Table Below: I NOA Mf:
Mr Required Moment Resistance*
rage 1 of 1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
For Uplift based tile systems use Method 3. Compare the values 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:
(P1:
(P2:
(P3:
1 1
Method 3 "Uplift Based Tile Calculations Per RAS 127"
x1:
x 1:
x 1:
1 1
1 1
1 1
= 1 I x�
NOAP
=1 IXW:
NOA F'
X VC
NOA F'
1
1
1
Page 5a
) -W:
11
) -W:
1 1
1 1
1 I
Where to Obtain Information
x cos 9: = Fri
x cos 9: = Fr21 1
x cos 9: = Fr31 I
All calculations must be submitted to the Building Official at the time of permit application.
ragc 1 Ul 1
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared
by a P.E. based on ASCE 7 -98
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
A
NOA
Restoring Moment due to Gravity
Mg
NOA
Attachment Resistance
Mf
NOA
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
NOA •
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
NOA
Tile Dimensions
1= length
w = width
NOA
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
For Uplift based tile systems use Method 3. Compare the values 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:
(P1:
(P2:
(P3:
1 1
Method 3 "Uplift Based Tile Calculations Per RAS 127"
x1:
x 1:
x 1:
1 1
1 1
1 1
= 1 I x�
NOAP
=1 IXW:
NOA F'
X VC
NOA F'
1
1
1
Page 5a
) -W:
11
) -W:
1 1
1 1
1 I
Where to Obtain Information
x cos 9: = Fri
x cos 9: = Fr21 1
x cos 9: = Fr31 I
All calculations must be submitted to the Building Official at the time of permit application.
ragc 1 Ul 1
1
BUILDING CODE. COMPLIANCE. OFFICE,
'' METRO•DADE FLAGLER DUILO (NG
140 '.WEST FLAGLER STREET. SUITE tpo3'
PRODUCT CgONTROL NOTICE OF ACCEPTANCE (305) 375.290 FLORIDA EX (05) 375 -
C.A.F. hlaterials Corporation CONTRACTOR UCP'SLNGS►:cT1ONL„
1361 Alps Road O05)375.!517 FAX 00S) ;75- 2*.
Wayne N.1 07470 CONTRACTOR ENFORCEMENT SE
ctoi
S ;,.
005) 375.2946 FAX 1305) 37
PRCDL'CT CONTROL DIViSiON,;
1305) 3 FAX (305) 371.43$,,
Your application for Product Approval of:
GAF Ruberuirl 1f;(urtefied Bitumen Roof Sys/e►iu Fur ; {'owl Deck.
under Chapter 8 dt the Code of' Miami -Dade County governing the use 0r Alternate Materials and Ty13�+s a .
Construction, an cc described herein, has been recommended ror acceptance by the Miami-DWI'
County Building ode Compliance Office (BCCO) under the conditions specified herein.
This approval sha I not be valid after the expiration date stated below. BCCO reserves the right to secutg tii4
product or materi: 1 at anytime from a jobsite or manut' cturer's plant for quality control testing.
4 if this product or :i fails to perform in the approved manner, BCCO may revoke, modify,, or suspend. i
i 1 the use of such pr duct or material immediately. BCCO reserves the right to revoke this approval, lilt s ; .
determined BCC that this product or material tails to meet the requirements of the South Florida Build t
Code,
Q
The expense of such testing will be incurred by the manufacturer.
Acceptance No.100- 0331.08
t t
Expires; l 1/06/2004-
1 1.1 1 A NIl a
Approved:07 /06)2000
IIIANII -D:\DE COUNTY. FLOR:p.A'
METRO -D: \DE FLAGLER BUILDING.
' Raul Rodriguez
Chief Product Control Di!isi,Qn
' THIS IS THI COVERSHEET, SEE ADDITIONAL ('ACES FOR SPECIFIC AND CE1NER, L
111 M1., t. •
CONDITIONS
is
BUILDING CODE & PRODUCT REVIEW CO.MIMITTEE
This application ''or Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Rev Committee to be used in Dade County, Florida under the conditions set forth above..
I
• fanCISCO ' um ana. . -.
Director
I of 55 Miami -Dade County
13uilding Code Cgmptianie
CAF MATEIRIALS CORPORATION
Membrane Type:
DecI% Type 1:
Deck Description:
System Type A(2):
Base Sheet:
Ply Sheet:
Membrane:
Surfacing:
Maximum Fire
Classification:
Maximum Desi
Pressure:
Maximum Slop ':
Specification N
SBS
Wood, Non- insulated New Construction or Re roof
" / " or greater plywood or wood plank decks
Base sheet mechanically litstened.
All General aid System Limitations shall apply.
Acceptance No: {)i•0331.118
GAFGLAS® #75, GAFGLAS #80 Ultimar" Base Sheet, GAFGLAS® PLY 4®.
GAFGLAS® PLY 6 ®, GAFGLAS FlexPlyr" Base Sheet.GAFGLAS®
STRATAVENT® Nailable, RUBEROID;Mlodified Base Sheet or RUBEROIDI)
20 applied to the deck with approved annular ring shank nails and minimum 1 '/,"
tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered
along the center line of the sheet in the field.
(Optional) One, two, or three plies GAFGLAS PLY 40, GAFGLAS® PLY 6.k
Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq..
One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR.
Ruberoid® Mop Granule, Ruberoid;fs Mop Plus Granule, Ruberoid® 30 or
Ruberoid® 30 FR or Ruberoid® Map FR or RUBEROID UitraCiadT" SOS in
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of'20 -40 lbs. /sq..
Or,
Onc or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule,
RUBEROID® Mop 170 FR, RUBERO1DO Mop Plus Granule, RUBEROID. 30,
RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UItraCladT" SOS
in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq.
(Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
I. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat
of approved asphalt at 60 lb. /sq..
2. GAFGLAS Mineral Surfaced Cap Sheet •iii an approved asphalt at an
application rate of 25 lb./sq. ± 15 %.
-45 psf (See General Limitation #7)
Sce General Limitation #1.
Sce General Limitation #I.
19 ofSS
Fran Zuluaga, RRC
C,+,F AI:1TCI'IALS COttl'OI2AT•tp,v
54of55
Acceptoilee Nu: 00-033 LOS
‘VOOU DE I:. SYSTEM LIMITATIONS:
1 A slip sltfct is required +v i111 I'I5 4q) Flex 1'Iy" G and 1 'iy G t �� l ien us ee
fastened b )se or anchor' sheet.
d as a )t)«h ;lnieall%
2. '4 Type X eypsurlt board is acceptable to be installed direc
t!y over the %%outl deck.
GENERAL If.ItMITATIONS:
1
Directory for fire ratings ot•this product.
Fire elasslification is not part of 11115 acceptance, refer to a current Approved Rooting Alaterials
2 Insulation may be applied in multiple layers. The first laver shall be attached
Product ontrol Approval guidelines. All other layers shall be adhered in ► full compliance , w it
approved asphalt applied within the EVT rang 20-40 IbS. /s 1
mopping of
attached using the fastening pattern and at a rate of cl., or mechanically
3 All standard panel of the top layer. -
panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, ptinel size shall be 4' x 4' maximum.
4 An overly' and /or recovery board insulation panel is required on all applications over closed cell
foam insulktions when the base sheet is mo titll cd.
may be ap lied using' s of mopping y PA If no recovery board is used the base sheet
spot pping will) approved asphalt, 12" diameter circles, 24" o.c.: or strip
mopped 8' ribbons in three rows, one at each sidelap and one down the center of the sheet
allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break
511311 be pi teed every 12' in each ribbon to allow cross ventilation. Asphalt application of either
system sha 1 be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited
to a maxi, tuns design pressure of -45 psf.
5 Fastener spicing for insulation attachment is based on a Minimum Characteristic Force (F') value
of 275 Ibl., as tested in compliance with TAS 105. 11 the fastener value, as field - tested, is below
275 Ibf., insulation attachment shall not be acceptable.
6 Fastener sp• cing for mechanical attachment of anchor /base sheet or membrane attachment is based
on a m inin inn fastener resistance value in conjunction with the maximum design value listed
within the s ecific system. Should the fastener resistance be less than that required, as determined
by the Buil ling Official, a revised faste acing
ner s
Registered :,n� +' P �. prepared, signed and scaled by a Florida
,sneer or Architect may be submitted. Said revised fastener spacing utilize the
withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in
compliance 0. id) Miami -Dade Roofings Application Standard RAS 117.
7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as
calculated in compliance with Chapter 23 of the South Florida Building
shall be increase for both insulation and base.sleet as needed calculated in compliance Fastener d +,)shies
r
Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8 All attachntc it and sizing of perimeter Hailers, metal profile, and /or flashing termination designs
shall conforl 1 with Miami -Dade County Roofing Application Standard TAS 1 1 ! and the wincl Toad
requirement.. of Chapter 23 of'the South FloridaBuildin
9 The maxi ►nu 11 designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corners).
limitation i5 specifically referred within this ..... _-
a1)1)licable.) •
Frank Zutuaga, RRC
Roofing Product Control Examiner
Miami Shores Village
10050 NE 2nd Avenue
Printed: 12 /23/2003
Contractor WEATHER GUARD IND
Local Phone: 305 - 892 -8493
Parcel # 1132060131550
Work:
PARTIAL RE -ROOF
Signed: (INSPECTOR)
Building Permit
Phone: 305 - 795 -2204 Permit Number: BP2003 -1971
Applicant: ROBERT RICHARDSON
Owner: RICHARDSON ROBERT
JOB ADDRESS: 75 NE 101 ST
Contractor's Address: 1120 NORMANDY DRIVE
Permit Status: APPROVED Permit Expiration: 6/19/2004 Construction Value: $2,000.00
Dec � 3 PAID
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 21 & W1/2 LOT 22 BLK 11 LOT SIZE
Fees: Description Amount
FEE2003 -8541 Building Fee $250.00
FEE2003 -8542 CCF $1.20
FEE2003 -8543 Notary Fee $5.00
FEE2003 -8544 Training and Education Fee $0.40
FEE2003 -8545 Technology Fee $6.25
FEE2003 -8546 Scanning Fee $6.00
Total Fees: $268.85
Total Fees: $268.85
Total Receipts: $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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
Nameab of lif erys contr c
1 Loca ion andi / f / ga l l description of of to be built on:
Permit No.
Disapproved
(Signed)
Council Approved
ti
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and all provisions of the Laws of the
State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
Owner's Name and Address Oar 4I M AI IC lc IJ Vie c / 0 i / l
Registered Architect and /or Engineer
A
Building Inspector
Date
Lot 0 2 . /+ •1- 'A Block / / Subdivision t' , 4 ! cAlti �J
Street and Number where work is to be done 7s Al i /01 `rr / n
State work to be done and purpose of building (by floors), state exterior colors (submit samples) /l L i 41,1G /, /' Ly
E i r ("l J U s7-K/ 4 L /e 001= f <•1l rj,
and for no other purpose.
New Building Remodeling Addition Repairs No of J Stories
nn
To be constructed of Kind of foundation Roof Covering / L6
Estimated Total cost of improvements S 9 )f v 0._ J 0 Amount of Permit S 1
Zone cubage required Plan Cubage 2G)
Distance to next nearest building Size of Building Lot
1
Maximum live load to be borne by each floor �Jp
I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to //L fP /C*4
C (M Co4T 37 a 16 L /)6'KC i
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obl
Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has c o
compliance from all contractors or sub - contractors employed by him in the work to be performed under thi
on the site of the work such public notice or notices as are required by the Act. The undersigned agrees
under this permit, as are licensed by Miami Shores Village.
Remarks (Signed)
'333 //
g: .ns as
plied wit
permit: a
emplo o,
STATE OF FLORIDA
COUNTY OF DADE. } ss.
Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared
41 Ad /4 (rr"1.44i "fir r , -tc
by me first duly sworn, upon oath deposes
constr uct that he has carefully J
Date // l /"f I P /
to me well known.
and who. being b oses and says that he is the C 4 C Q"4
of the above described read the foregoing application, and that he did sign the same, and that'all fae4S_ therein by him stated STATE OF FLORIDA
MY �y � ISSION EXP APR.20.1992
", ..` e TFtRU GENERAL INS. UND.
/
. fc, State of Flori.
Read, Sworn to : nd Subscribed before
Date / 19
No. 7 Street Ai( / 0/ S
Notary Pu
S
se c -,E; / 4)1
employer of
the provi
will pos
such s
abor under the Florida Workmen's
ns thereof. and will require similar
use to be posted for inspection
ractors. on work to be performed
Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
ate Disapproved Date
NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board.
A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.
7J //