REV-16-905 Miami Shores Village
Building p De artment
APR 0 5 2816
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 r�Y:
INSPECTION LINE PHONE NUMBER:(30S)762-4949
FB 201 q
BUILDING Master Permit No. l - Z`
PERMIT APPLICATION Sub Permit No.,RE�V r6- 1706-
❑BUILDING ❑ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
6CONTRACTOR DRAWINGS
JOB ADDRESS:
City Miami Shores County: Miami Dade Zip:
Folio/Parcel#: l / 2-2--3 1 U 12 U0 <0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: ( Flood Zone: BFE: Q / FFE: , !
OWNER:Name(Fee SI pi Titleholder C Jv - Jll��A,� Ph�:� o b �O 3' �If
Address: � e-e
City: /� "i A b/—G State: f'" Zip:.3 3
Tenant/Lessee Name: Phone#:
Email:. �'7
CONTRACTOR:Company Name: 1 e� U` LoAki !gPhone#: -3!} N �� / a
Address: -7 D"?, fv e A)-V 9 11
City: / L f A kA re- !state: �1� Zip: -3 3 L ��� -^
Qualifier Name: Tr4 en e-> b b el U JO Phone#: ��✓I 2, 4O� 612—
State Certification or Registration#: Y"'cJ Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: ,ll (� City: State,:! Zip:
Value of Work for this Permit:$ (i Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Jte tion ❑/ New f I/Repair/Replace ❑ Demolition
Description of Work: 101 C`� s`t lG 4 e 3oa S� �l
gj)() �( l 5 �0 G— �' 0 1•, ,et tr2 % l I l
Specify color of color thru We:
Submittal Fee$ Permit Fee$ ( - CCF$� CO/CC$
Scanning Fee$ r Radon Fee$ DBPR$ Notary$
Technology Fee$ 4 Training/Education Fee$ " �� Double Fee$
Structural Reviews$_ Bond$
TOTAL FEE NOW DUE$
(ReWsedo2/24/2014)
c
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
Applicationi h �madein a permit to do the work and installations as indicated. I certify that no work or installation has
commence 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 rei»spection fee will be charged.
Signatu e-^ Si ture
ZOWNERorAGENT CONTRACTOR
The fo egoin ' strucknowledged before me this The for going instrument was acknowledged before me this
4� day of ..�C .20_%y by -f--day of A e r I ,20 14 .by
who is personally known to ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
ASign Sign:
Print IrP N Print r'
�° `�� N�aryt Public-State of Florida
Seal: =My Comm.Expires Apr 15,2017 Seal: CATHERINE A.DUFFIN
=;�, a:; Commission#FF 8417
Bonded Through Nffiional Ndary Assn. i°�. :`��; Notary Public-State of Florida
°., y• My Comm.Expires Apr 15.2017,
L
r q� Bonded Through National Notary Assn•
wpm
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
r
c ROOF ASSEMBLES .d AND ROOFTOP STRUCTURES � ��� • i A!y 01A Am �o W/q
16—g0- J
=; Florida Building Code 51th Edition(2014)
'gh-Velocity Hurricane Zone Uniform Permit ApplicationUITY
a�R a� rote --
1
ope Application) Top Ply FastenerBon ' 'a:
1 11 P
FII in specific roof assembly components and identifyov Y I
1
i manufacturer Surfacing: 1
(If a component is not used,identify as"NA") F to Spa�g for Anchor/BahSh t Attachment: 1
1 oc
System Manufacturer: Reid: (o oc @ Lap s @ "oc 1
1
1 ,- Perimeter:G -oc ® Lap,#Rows .- @` "oc 1
1 Product Approval No.: t:3 - /6 LL. (- ,
1 Design Wind Pressures,From RAS 128 or Calculations: Comer —6 "oc @ Lap,#Rows -fig @ 6"oc 1
1 Number of Fasteners Per Insulation Board: 1
11
Max.Design Pressure,from the specific product Field Perimeter Comer
1 approval system: Illustrate Components Noted and Details as Applicable: 1
1 Woodblocldng,Gutter, Edge Termination,Stripping, Flashing, 1
1 Deck: Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1
1 Type: pf,waod - a- ej afee= Coping,Etc.. 1
Indicate: Mean_,Roof Height, Parapet Height, Height of Base
1+ 1
1 Gauge/Thickness: �� �� t Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that 1
1 slope: Comply with RAS 111 and Chapter 16. 1
(� Cn 1
W n �re `'het& f Ply(s):-
M -i
Z ,cm�An&A jeA F r/Bonding Material: 1
c 1-ti m o 1
-a _+--FT. ' -
1 n 1
- 1p--
ra
t
C'. ,L In ulati n Si � lckness: � Height
F. ,n aoq �s7�E`�r
ImB Won N er nding Material: _ 6<gpJ,�,rr y�'kc�p
e
r !
T latio iz a ckness: - T-- l I( ` 8 i Mean ,
0 , �„
0 i
�K os,€h Flo we i Roof 1
T p latio a m nding Material: P OHeight t d
1 �o W 1
Base Sheet(s)&No.of Ply(s):.t9aA(A-
Base Sheet Fastener/Bonding Material: ; •o: 1
1 r ` G -1 '� -s,: '.:� 7�- Stvl'eW 5 f 'lad(� 'c0
1 Ply Sheet(s)&No.of Ply(s): v/+&010( ;6 / %G' EDI 1
1 15FOC 14020..5, 7 A7 'Y i 1
1
PI Sheet Fastener/BondingAQaterial:
47W-447W-4 • • • • . . ... . .yrf-s4 Lf .. .. . . . . . . .
Top Ply:
15,38 "' ' ' • F1'llRIDA BUILDING CODE—BUILDING,5th EDITION(2014) _
,.Jr
• i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
® 1519.16.6.2 An approved testing lab shall provide writ- =1520.5-7 table nailable decks installed over rigid board a
1 ten verification to the building official confirming that ation in buildings of mean roof height of 35 feet 1
the flood test was performed along with the results, (10.7 m)or less,shall be a minimum of 11/32-inch(12 mm) 1
1 prior to final inspection. exterior grade plywood sheathing. These decks shall be
1 fastened to every structural roof frame member or to the 1
1 existing deck under the insulation,at intervals of not more 1
1 SECTION 1520 than 24 inches (610 mm) apart, with a minimum #12 1
ed insulation fastener spaced at a maximum of 12
HIGH-VELOCITY HURRICANE ZONES— approv1
B ROOF INSULATION inches (305 mm) apart in one direction with a minimum
1penetration of 1'/2 inches(38 mm)into the structural mem- 1
1 1520.1 General. All roof insulation shall have a product ber or deck.In these cases,the maximum thickness of the 1
approval as an approved roofing component for use in roof- rigid insulation board shall not exceed 2 inches (51 mm). 1
1 ing assemblies. All insulation shall be tested for physical An alternate method of attachment may be proposed,pro- 1
1 properties in accordance with TAS 110. vided it is in compliance with Chapter 16(High-Velocity
1 1520.2 Foam plastic.Reserved. Hurricane Zones),and it is prepared,signed and sealed by 1
1 1520.2.1 Foam insulation panels shall be overlaid with a a Florida-registered architect or a Florida professional 1
perlite, fiberglass, wood fiber or mineral wool overlay
engineer,which architect or engineer shall be proficient in 1
1 structural design. 1
1 unless specifically stated to the contrary in the roof assem-
1 bly product approval. 1520.5.8 Mechanical attachment of insulation panels at 1
1 15203 Cellulose fiberboard.Reserved. uneven areas shall be acceptable. Hollowing, cutting or 1
scoring of insulation panels to provide contact shall not be 1
1 1520.4 Insulation fasteners, membrane fasteners and acceptable. 1
1 stress plates. All insulation fasteners, membrane fasteners
and stress plates shall have a roof component product 1
1 approval, and shall be tested in compliance with RAS 117 SECTION 1521 1
0 Appendices A,B and C,and TAS 110 and TAS 114,Appen- HIGH-VELOCITY HURRICANE ZONES— 1
dix E,Section 3(DIN 50018),for corrosion resistance. REROOFING
1520.5 Application.Roof insulation shall be applied in strict 1521.1 General.Materials and methods of application used 1
1 compliance with the application methods detailed in the roof for recovering or replacing an existing roof covering,system 1
1 assembly product approval and with the requirements set or assembly shall comply with the requirements set forth in 1
1 forth in RAS 117. Sections 1512 through 1525. 6
1 15205.1 Roof insulation, either on the ground or on the 1521.2 Repairs shall be carried out with roofing components 1
1 roof top, shall be kept dry. The building official shall as defined in this chapter having a product approval. 8
instruct the removal of the insulation from the job when 1521.3 Repairs shall be carried out in such a manner as to not 1
1 elevated moisture levels are found in the insulation or create additional ponding water. 1
1 where panels cannot achieve 85-percent adhesion.
1521.4 Not more than 25 percent of the total roof area or roof 1
1 1520.5.2 When applied in hot asphalt or cold adhesive,no section of any existing building or structure shall be repaired, 1
1 insulation panel's dimension shall be greater than 4 feet replaced or recovered in any 12-month period unless the
1 (1219 mm). entire existing roofing system or roof section is replaced to 1
1 152053 Strip or spot mopping of insulation panels shall conform to requirements of this code. 1
1 be used as an application method only when approved in 15215 A roofing system shall not be applied over an existing 1
0 the roof assembly product approval. roof or over an existing roof deck where the roof sheathing 1
1 1520.5.4 Where more than one layer of insulation is has not been fastened in compliance with this code or where 1
applied,joints between layers shall be staggered. the roof sheathing will not permit effective fastening or
1
152055 Application in approved cold adhesive shall be as where sheathing is water soaked or deteriorated so that effec-tive attachment is not possible. All areas of deteriorated 1
1 1
detailed in the product approval and shall be in compliance sheathing shall be removed and replaced. The building offi- 1
1 with the required fire classification. °'• •'; ; ; of l•st°alt Apt'be required to inspect the renailing of the 8
1 15205.6 Nail boards or composite panels with EtpailM$e:•: s e�tl.of uAder this section. 1
1 surface may be applied to sloped decks for the 4pplicatien •• 1921.9 S°truYctural concrete decks shall be allowed to dry or
1 of prepared roof covering or metal roofing systems, pro- shall be dried prior to application of an ASTM D 41 or 1
1 viding that the nailing surface is minimum IV32 WA (12 ° ASTM D 43,das required, or roofing system proprietary 1
1 mm) exterior grade plywood sheathing, k(C hat been • ar leer w"hare:h4base sheet or base insulation layer is bonded 1
attached to the deck with approved fastening atlemoUe!fin •; ;e concrete cock. 1
n accordance with the windload requirements N Chapter 16'•° " • um and 1
1 (High-Velocity Hurricane Zones).Composite panels shall 1521.7 On lightweight insulating concrete, gyps
1 be gapped a minimum of V. inch (3.2 mm) to a o.Ar foI , egi$ntit•'iouswood fiber roof decks, a field fastener with- 1
Zirawal resistance test,in compliance with TAS 105,shall be
® expansion of the sheathing panel. : : • o �.• 0 0 •
•i• i• •i ••• •i• i• •e
15'29
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014)
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795-2204 Fax: (305)758-8972
Inspection Number. INSP-251638 Permit Number. RF-1-16-212
Scheduled Inspection Date: May 20,2018 Permit Type: Roof
Inspector: Mesa, Michael
Inspection Type: Final Roof
Owner. WILLIAMS-MCGLONE,JANYCE ALYN Work Classification: TIIWFlat
Job Address:801 NE 105 Street
Miami Shores,FL 33138-2053 Phone Number
Parcel Number 1122310120050
Project: <NONE>
Contractor. OBENOUR ROOFING SHEET METAL S SUPPLY CO.INC Phone.305-757-2812
Building Department Comments
RE-ROOF ENTIRE WITH NEW BORAL VILLA CEMENT infractlo Comments
TILE AND BUILT UP CAP SHEET ON FLAT INSPECTORWMMEWS False
Inspector Comments
Passed
L%J
�
CA 0z'2
Failed
Correction a
Needed
Re-inspection
Fee
No Additional Inspeclions can be scheduled until
re-Inspection fee is paid.
Mav 19.2016 For inspections please call. (305)7824949 Page 7 of 23
t
GEOTSCHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASMMS I ROOF TESTING 11NSPECTtON SERVICES I DFM=G SERVICES
111 CUR-
DYNATECH ENGINEERING CORP.
W W W.DYNATECHENCiINEERING.COM
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH
FLORIDA BUILDING CODE TEST PROTOCOL TAS-106
MIAMI,May 18,2016 PERMIT No.
CLIENT:Jim Obenour:OBENOUR ROOFING:9822 NE 2nd Avenue,Suite 9,Miami Shores,FL 33138
PROPERTY ADDRESS:601 NE 105TH STREET MIAMI SHORES,FL 33138
TILE TYPE/ATTACHMENT:Spanish S Roof Tile Polyfoam Set. Inspected By:JM
Testing Equipment:Humboldt Scale Model H-4620
The test results presented here reflect the condition of the roof system at the time of the test.These results are time and sample dependent since
roof condition are continuously changing due to the exposure to the element and rooftop traffic
Test No. Test Location Field Uolift Pull Test Test Result
1 -48 Field See Sketch Below >Than 35 LBS Passed
49-54 Comer See Sketch Below >Than 35 LBS Passed
55-79 Perimeter See Sketch Below >Than 35 LBS Passed
80-103 Ridge caps See Sketch Below >Than 35 LBS Passed
ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106
ROOF SKETCH
1 71 _72 -____� 3
i 14 21 20 19 73
1
17 16 226 :
69 13 'L
27 74 75 , 53
16 24 L- ----------
15 1 25,'^ 35 34
68 i 11 6 23, i 76
Asa----66 67 __j, 12 22 33
3Z 31 ,
9 8 7 5. 26 29 ei 30 81077
i 2 to 4 36 37 38 1
64i q 5 6``N S i 78
1 9 44 43 42 4L 40 39
i3 ,79
0 45 46 47 48 1
63� r---------------------
_, 57 56 55 54
Y--62----61-------60----59 158
Sincerely yours,
�'r"-W'iss rn - ani,P.E.
DYNATECH ENGINEERING CORP.
Florida Reg.No.39584
Special Inspector No.757 No .o
39584e�
750 VIM 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-74 ' n W FCS CHENGINEERING.COM Eli
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