RF-13-1952�r N. Miami Shores 'pillage
Building Department
/
10050 N.B.2ad Avenue, Miami Shom, Florida 33138
®s / Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit 7`W:
BUILDING
®6 ST
f ermit No.
Mauer Permit No. 13 -~- 19 S7—
7EIVED
pUG 8 9 2013 `
�Y:
1+BC 201 3
County: Miami 016 lap:
Is the &Mdit Ristorlcapy Deskmated: Yes NO plucxi lcnre.
(►�e Simple rrtieholder):0,dz.2S6:cEC-) cofir- FM✓0 S phunet ��-< d � o� /6
&,G s l
City: „Y1Stave: 'lC r/C1't lip: �3r3
TenantlLesm Name: phone#-.
EnlaW. 1.1-1
CONTRACTOR: Company Nara: 1-1r-, Mae#-
Address: -JtZ�%�
city: —State: PiQi�.t.•� ,/ State: Fl a rf Ze lap: �J) ��
Qualifier Naas: � /Z Z Phones a WD--®-c(—
State Cettifieatitm m IteBistratiun #0` '?0z�L!2 Ccatificate of Cody
Contact Phoma ?6j & ®�6I Email Address:
DESIGNER: Arclgtect/lingineex: Phone#:
Value a Work for this Pertow $ I's -00 Squete/I Jmw Footage of Work: � �� f
Type of Work: C Addition QAlWndon QNew .o�lace Qp�g�if
Description of Work: K
Color iha'ta fi-
t��ae�eee�e�e�e�aeo��e�eF�+o�aor��ere�+��e�e�����s��o�sa�av�oc�vaaQev�
Submittal Fee $ Permit Fee $ CCF $ COICC $
S awning Fee $ Radon Fee $ DBPR $ lked $
Notary $ Trataing/Education Fee $
Double Fee $ Structural Review $
Technalw Fee $
TOTAL FEE NOW DUE $
N
% .4001ing Corapany's Nam (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Nam (if applic )
Mortgage leader's Addmss
Cry State
zip
Tap
Application is henry made to obtain a permit to do the wart and installations as indicated. I certify that no work or installation bas
commenced prior to the issuance of a permit and that all work will be perfmmd to med the dards of all laws regulating
construction in this jurisdiction. I undustaW that a separate pertrnt must be secured for ELECTRICAL WORK, PLUMBM, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, Ht+i rERS. TANKS and Atli CONDITIONERS, Lrl*C.....
OWNER'S AFFIDAVIT: 1 cm dfy that all the foreguing inhumation is accurate and that all work will be dorm in cumplhmm 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 Applicam As a condition to the issuance of a building permit with an estimated value exceeding $2M the applicant must
pramiw in goad fairs that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to anachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted no*A the
inspection will not be approved and reinspection fee will be duwged
Si— Signature
Q as z'tgent E:::::
Contrz�etar
The foregoing instrument was ackmwledpo before up this
day of —20a—by A H 6 ,
who is pully known to me or who has produced -/mac'""/4
k Z:S 1-1 As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires: PATRICIA KRAUSE
W COM3515 16 EEMM22
EXPIRES: April 26,2016
Banded Wo Nfty Pob un*W m
APPROVED BY
The foregoing ' shvment was ackwwledgcd before me
this
day of 20 1? by Ake l
who is pesxornllly known to ma or who Itis prodtal_L._-6
as idem fication and who did take an oath.
Plans Examiner
Shudund Review
(Revind3=012)(RRevlsed0?1IQ XRevisW06tI 2009)tlitoised3nsm9)
NOTARY PUBLIC:
o_
Sign: �I
Print;
My Commission Expires: PATRICIA KRAUSE
liY CO MItlSSIOM i EEC$=
EXPIRES: April 26,2016
ft*d Yft KdVY Puck U4deW'Wm
Zoning
Clerk
I
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 2",®1-3
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address:NijL Lt�C--' 5 Li�rt,0
Roofing Permit Number:
Dear Building Official:
I certify that I am not required to retrofit the roof to wall connections of my
building because:
he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
State of Florida
County of Dade
Print Name
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this a: day of L
PATWIA KPAUSE
W COMMYSSION # EE08M
Notary Public, Sate of Florida at Large z EXPIRES: "p'" 26,2016
When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a butld'mg application from a General Contractor for the Roof to wall connection Hurricane Mitigation.
Revised on 5/2112009
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110 60 -d -F
Jftl IGNICUt
NOTICE OF COMMENCEMENT CIFN 2r a 13RO704587
Ap� Rpm } O��pyls� 28806 ePs/ 08777; QP9)
�Ri�YiYG�YVT"1 l ®��'Vil1 �S/V�Y ■PI�VVR��i�.�1 •��YPG VC �frq�INSPECTION f�E�„ilRDEl� 0Tl �.�3/2E.*13 0 *5°a 3{t} .
HARVEY RUVIN? CLERK,Df COURT
PERMIT NO. TAX FOLIO NO, HIAIII-DADS COUNTYP FLORIDA
LAST PAGE
STATE OF FLORIDA:
COUNTY OF MIAII WADE:
STATE OF FLORIDA, COUNTY OF DADE
THE UNDERSIGNED hereby gives notice that improvements will be made to certai iHF vCERTIFYthat tNs is copy of Me
property, and in accordance with Chapter 713, Florida Statutes, the fo Ic Ang i tried to is of a
Is provided in this Notice of Commencement. . A.D. 20_,eg
1. Legal
0
Name and address of
fit. Contractor's name and address. .
5.
El
irj
?-3
r.
Name and Address:
Amount of bond $
Lender's name and
Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1Xa)7., Florida Statutes.
Name and Address:
8. in addition to himself, Owners designates the following persori(s) to receive a copy of the Lienor's Notice as
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
8. Expiration date of this Notice
different dais is medi"redy of Commencement: (tip expiration date Is 1 year from the date of recording unless a
P*tOwWsNa,,f►. j . • fr
subscribedy.
SWOM to and before me this day Of 20'
j;
Notary Public:
Print
Notwys Name:
i— I N
rdMWE
.261r,
IRM IN" 1'if„
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
September 5, 2013
Permit No: RF13-1952
Building Critigue Review
1. PROVIDE CLASS A UL SYSTEM BASE ON SYSTEM SELECTED FROM THE
N.O.A
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re -submittal drawings.
AU6�yg' ��-
Florida Building Code Edition 2010
High Velodty Hurricane Zone Uniform permit Appkaft Form
HIGH -VELOCITY HURRICANE ZONES
Section A (General Information)
Master Permit No. Process No.
Contractoe's Named
Job Address�_�
ROOF CATEGORY
O'Low Slope ❑ Mechanically Fastened Tile ❑ MortaHAdhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles � �a�s •��.�
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof IBJ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section S (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of arapets.
t
..
•E frri
i0y
kZZONINQ DEPT:D
onin of na1nA 01111 nnur- Pnne oCelnr.r►..
DATE
STATE ANS Ht,LLS AND PEGULATIONS
HIGH -VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Vehocity Hurricane Zone Uniform Permit Application Form.
Section L (Low Slope Application)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Bass Sheet
and Identify Manufacturer Attachment
(If a component is not used, identify as *NA")
Field: (�-° oc @ Lap, # Rows cl- @ _I^ oc
System Manufacturer.r
�J�� rQ- �
~°�t Perimeter. dam.' oc @ Lap, # Rows 4 @ ,�" oc
NOA No.: 0•�, �0�
Comer. ,�-2 oc @ Lap, # Rows 1_ Q _(o ° ocDesign Wind Pressures, From RAS 128 or Calculations:
�� p� Number of Fasteners Per Insulation
P1 �P2:� P3 �% Board
Max. Design Pressure, Fr the Specific NOA
System --L.,-,-
Deck:Type:_�� °�p , rp L Y vii,
Gouge/Thickness: tAw
Slope:
Anchor/Bese Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation FastenerBonding Material:
Field _�J 0 Perimeter Nt Corner�L
Illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
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 RAS 111 and Chapter 16.
Base Sheet(s) & No. of Ply(s):_IG(4fd tss
a S Fastener/ riding tenial: _
Ply Sheet(s) & No. of Ply(s):-
Ply Sheet Fastener/Bonding ngateriai:
01
Top PI v
Top Ply Fastener/ Bondi Ma Tial
sir Atop--�D� d �/
Surfacing: 6 ra nyles
tV�A � [ � FT.
s
l7v
ORT VA
IParapet I
Heiaht
Mean
Roof
Height
' t:6t •ei I1 3+t ti -!sr ) t t :: '!a, i„ i 1 •:•:b •Iii L R+ in.-* _4'li 1 35!: r •N
TGFUS1306 - kuuGng Systems Page 2 of 55
The use Of gypsum board under any of the following Class A, H Or C SYSLeInS doe$ not adversely dfect the ralitiu. The use of mt-in. minimum titick
Nyplunl b08r'd 15 4111 Occcptabie altettlare for minimum Insulation over C-15/32 thick mnf Aeckc.
the use of Polystyrene insulation hoard between minimum $A -in. thick perlite board and ctvck with resin paper (penite/rosto
0300c/llnlydyronelaeriite) IS a sUitnhlR alternate for polyisOtyanurate board in the following Class A, R or C systems.
"EneryyGuardtA) RA" or "Tauored EnergyGuarW& RA" Or "EnergyGuard@ Composite RA" may be substituted for any Atlas polyisocyariurate
insulation In any of the following LJOSSificatiarts.
Trpmtwll "Penna M00' may be utlllied with any of the following "Asphalt Felt Systems with Hot Roofing Alph4IL'.
''6AI,GLAS@ *80 Premium NMI. Sheet" may be used rr, any Or the tollowing systems.
-GAJ -(:LAS;& Flex Ply 6' and °Tri-Plysa Ultra -Flexible Ply C tut Suttahle altentatcs to 'GArGLASig Ply 6".
-GAFTEMP Pemtdlitc Recover Hoard" may be used in lieu of ony perste insulation in any of the tonowing NC Classifications.
Unless Otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt' may be suffered with 'Hreshield MB" at 2yt to 3 -pal/ 100-
fe.
'RubtrOWQ91 Dual Smooth' may hP used as an alternate to "Ruberoi" Mop Smooth" or "Ruberuid(U) 20" Or "Rubemid(b 20 HT"
"Rutteroidq Mop Smnoth 15' may be used as an alternate to "Ruberoid@ Mop Smooth'
Class A, B and C
Hot routing asphalt, for use with Organic, and glabs ItItS Or marn8ed biturnen membranes.
'RuberoiaC4 Heat Wetd" SBS roofing membrane may be used in lieu of "Ruperold(Moo" SBS products in any applicable Classification.
L. beck: C•15132
Gass A
Incline: 3
Insulation (Optional)$ — One or more layers perlite or wood fiber or glass fiber or polvisocyanurate or urethane Or
perlite/pulyisoCy"tarate composite or perhte/urethunc Composite or wood fiber/puiyis"yanurate rompncsre or pheitulk, airy LhitluWss.
Ply Sheet: — Three or more plies Type C.) or "CAFCLASO Ply a" or "Tn-Ply($) Ply 4" of'GAFGI AS@> ply 6" hot mopped
Surfacing- — Grave$.
2. Deck. C•15/37
Incline: )
Insulation (Optiortat): — One Or more laycrs perlite or wood fiber or glass fiber or polyisixyanurate or urethane or
Pertitit/tMi0sneyanurate carnoosite or perate/urethane Composite or wood nbtr/potylsotyanurate composite or phenolic, any thickness.
ply Sheet: — I hree or more Panes Iype GI or "GAMLAS(o Ply 4" or'N-Ply@ Ply 4" Or *GAfka1.Af%S Ply 6'.
Cap Sheets — One ply Type G3 "GAl`GLA.�Cp Mineral Surfaced Cap Sheet' or 'Tri Fly $ .0 Miller Surfaced Cap Sheet " or "GArGLASW
EnergyCap- '" RUR Mineral Surfaccd Gap Sheet.'
J. Deck: NC
Incline: 2
Insulation (Optional): — One or more layers perilre, wood fiber, yldai ftbtr, 001VISOcyanufate, urcttitme, derlita/pOlyisocyanuratc
wmposite, persitc/urctliane composite, wood nber/pnlyisocyanurate cornoositr, rhpnnll . 2 -in. maxisnum.
Ply Sheet: — Two or more plies Type Gl "GAFGI ASS Ply 4", "Tri-Plyrip Ph/ 4" or "C,AFCLAS@ Ply 6.
Cap Sheett — One ply Type G3 "GAFGCASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mincral Sumac" Cap Sheet" or "GAfGLASQt
energyi ap" BUR Mineral Surfaced Cap Slteet."
4. Deck- C-15/32 Incline: 1
Stip Sheet (Optional): — Red rosin paper, nailed to dock.
Inaulatdon (optional): — Any thickness pertite or woad fiber or glaS.c fiber or polyisocyanurate mechanically fastened or adheres! with
OMC Inc. "Olynona rastening System" 4i' Any UL Classified Insuta[lon adhesive.
Base Sheet: — One ply Type G2 "GAFGtASLU a75 Base Sheet- or "Tri-Plyty 4,fS tease Shalt" (may Pse nai)ed).
Ply Sheets — One of more plies Type GI "CAFGLAStp Ply 4" or -Trf-Pty(q Pry 4" or tiAt•LLA5(g Ply 6".
Cap Sheet: — One gly Iype G3 'GAFGLASL4 Mineral Surfaced Cap Sheer or "Tn Plytw Mineral Surfuccd Cao Sheer" or "GAFGLASLIO
EnergyCon " SUR Mineral Surfaced Cap S,.hr-M.-
Surfacing (optional).—'TOPCOATO EncrOyCote'"' apoied at a rate or 2-sal/100-ftz.
Deck; NC
Incline: 3
http-.Jldatabase.ui.ct)mlcgi-binIXYVILemplatei LISEX'Tl1FRAMEJshowpage.html?name=—I*... 2;2312012
�fl.i • MIAMI-DADE COUNTY, FLORIDA
MCfRO-RADE I-LAGLER BUR DING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 Wfff FLAGLER STREET, SUITE 003
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is beingissued under the.applicable rales and regulations governing the use of construction
materials. The documentation submitted has been, reviewed by the BCC -0 and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority 11.1aving Jurisdiction (AHJ).
This NOA shall arta be valid ager- the expiration date stated below. The Miami -Dade County Product
Control .Division (In Miami Dade County) andfor the A:HJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such tasting
and the AHJ may immediately revoke, modify,. or suspend.the use of such product or material within
their jurisdiction. BORA reserves the. right to revoke this aooeptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product.is approved as descried herein, and has been designed to comply with the Florida Building
Code and the HighVelocity Hurricane Zone of the Florida Building Code.
DE- sc PTmON: GA .Conxlen. tlonal Built vp Roof System for Wood Decks.
LABELING: Each unit shail: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 .shali bovonsidered after a renewal application has been filed and there has
been no change in the applimble bui).ding code negatively affecting the performance of this product.
TERAMATION. ofthis NOA will occur after -the expiration date or if there has been a revision or
change in the mateiWi rise, and/or manufacture ofthe-productor process. Misuse of this NOA as an
endorsement,oftMy ptodue.4 for sales, advardsing or any other purposes shall automatically terminate
this-NOA. Failure to coitply withwiy section of this AOA shall be cause for termination and removal of
NOA:
ADVERTMNZNT: 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 porlion•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 shill be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03-601.05 and consists of pages1 thro gh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
" NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page I of 19
Deck Type 1:
Wood, Non -insulated
Deck Description:
19132" or greater plywood or wood plank decks
System Type E:
Base sheet mechanically fastened.
All General and System Limitations shat! apply.
Fire Barrier:
FiwOutTM Fire Barrier Coating, VersaShield®Non-Asphaltic Fiberglass -Based
(optional)
Underlayment or SecurockTM.
Base sheet:
GAFGLAS' #80 ULTIMATM Base.Sheet, STRATAVENTO Eliminator•*"'
Nailable�, RUBEROO Modificd Base Sheet, RUBEROD)o 20, RUBEROID"
Heat-WeldTiA Smooth orRUBBROBJ* Heat-WeldTM 2.5 base sheet mechanically
fastened to deck as described below;
Fastening Options:.
GAFGLAS® Ply 4, GAFGLAe-Flex PlyTm 6, GAFGLAS(o 475 Base Sheet or
any of above Base sheets cached to deck with :approved annular ring. shank
nails and tin caps at a fisten. er spacing of 9" o.c. at the lap staggered and in two
roves 12" o.c: in the field.
(Maxx um Design•Prmure -45 psf, See General Limitation #7)
PROVED"
GAFGLASOD Ply 4, GAFGLAS®-Flex Plym 6, GAFGL.ASO #75 Base Sheet or
any ofabove Base sheets cached to deck with Drill-T=Tm #12 standard, # 14
or.# 15 Si rows and 3" Drill-Te0m stool pl&e or Drill-TecTm AccuTrac Plates,
12" ox. in 3 rows. Oaelrow isb the 2" side lap. The other rows are equally
spaced roximateiy 12" o.c. in the field of the sheet.
t cimirun Des4M Akessure-45psf, See General Limitation #7)
GAf`GLAS® Flex PIyTH 6,GA GLASs' #75 Base Sheet or any of above Base
sheeft attached to deck with approved annular ring shank nails and tin caps at a
fastoner spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. iii the
field
See General timitalion #7)
GAFOLke #80ULTIMATM, RUBRiOID®20, RUBEROID6 Mop Smooth, .
base shy ttachol to dK& with approved i %." annular ring shank nails and
kvertod. I steel ph to ata mer wing of 9" o.c. at the 4" lap and in two
rowsstaggered tc=s of 9" o.c. in the center of the membrane.
(Mtsd m= Design Prm are -60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-TecTu #12 standard, 914 or #F 15 Screws and 3" Drill-TecTM steel plate or
Drill Tedm AccuTracTlates, 12" o.c, in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" ox. in the field of the sheet.
(Madman Design Pressure -,60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and:3" inverted Drill-Tedrm insulation plates at a fastener spacing of 9" o.c. at
the 4" lap staggered in -two rows 9" in the field.
(Maximum Design Pressure -60 psf, See General Limitation #7)
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
l'agc 17 of 19
f
GAFGLAS® #75 Base Sheet or any of above Base sheets attwhed to deck witiz
Drill-TedThl #12 standard, #14 or # 15 Screws and 3" Drill-Tecr" steel plate or
Drill -Teed AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side tap.
The other cows are equally spaced approximately 9" o.c. -in the field of the sheet.
(Maximmn Design Pressure —7S psf, See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAe PLY 4, #80 ULTIMA, RUBEROV MOP
Smooth orRUBER0ID* 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsJsq.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cali Sheet or
GAFOI:AS® Ett w C.apTm Mineral Surfaced Cap Sheet adhered in a full
mapping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbsJsq.
Surfacing: (Optional, required if RUBEROO MOP Smooth or RUBEROID® 20 is" top
membrane) Install one of the following:
1. Gravel or slag applied at.4001bsJsq. and 300 lbsJstl. respectively in
a flood coat of approved; asphalt at 60 lbsJsq. or applied in a flood
m
coat of Leak BusterTm Matrix 103 Cold Process Adhesive applied
at a rate of 3 galJsq.
2. , GAFGLASO Miner4 Surfaced Cap Sheet:, GAFGLAS® Energy Cap
Mineral Surfa� Ceps t adhered in a full mopping of approved
asphalt app7W within the EVT range and at a rate of 20-40 lbs./sq.
3. Leak Busteffm MatrixTm 303 Premium Fibered Aluminum Koof
Coating, at 1.5 galJsq.
4. Leak Buster''m Matrix"', 715, Leak Bustefrm MatrixTpd 322,
TOPCOAT* MB+, TOPCOAT'S Fireshield Elastomeric Roofing
Membrane, applied at 1. to 1.5 galJsq.
5. Leak Busteerm Matri)Ow 602 MB Xtra Mastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT® Surface Seal, TOPCOAT* Fireshiele SB Solvent
based-Mastomerie Roofing Membrane applied at Ito I.S. gal./sq
7. Advance Green. Technologies Photovoltaic Laminate solar energy
eolleetor ;auxiliary roof equipment installed 'in compliance with
manufacturer's ipecifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
APPnc�L'
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
I'age 18 of 19
WOOD DECK SYSTEM LI1 UTAT](ONS:
I A slip sheet is required.with Ply -4 and Flex Plyrm 6 when used as a mechanically fastened Base or anchur
sheet.
2. Minimum VV Dens DeekTM or 'h" Type X gypsum board acceptable to be. installed directly over the
wood deck.
GENERAL LEWTATiONS:
I.- Fire classifcation:is_not part of this acceptance, refer to a current Approved Roofing !Materials Directory
for fire ratings-ofiiolroduct.
2. insulation maybe an0 led in -r plople layers. The first layer shall be attached in compliance witli
Product Control Appiroval. guidelines. All other. layers shall be adhered in' a full mopping of approved
asphalt applied vw n1h6 EVT range and at a rate of 20-401bsJsq., or mechanically attached using the
fastening pattern'of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall�be 4' x4' maxitrturn.
q. An overlay and/or, recoveryboard insulation panel is required on all applications over closed cell foam
insulations: when the;base sheet is fully mopped. N no. recovery board is used the base sheet shall be
applied using spot i ppirig with approved axspWh, 12" diameter circles, 274" o.c.; or strip mopped 8"
ribbons in -three rows, one at each sidelap as. td one, down the center of the sheet allowing a continuous
area of ventilation.. Encircling of the strips is•ctat acceptable. A 6" break shall be placed every 12' in
-each ribbon to allow. cross ventilation. Asphalt sol cstion.of either system shut] be at a minimum rate of
12 lbsJsq. Note: i5 of of tarc�iierl:�'stev" s€1 1 '1ie'1 Witted
to a ma tnum design pressure of -45 psf.
5. Fastener spacing for tnsillation attachment u sed qn a Minimum Characteristic Force (F') value of 275
tbf., as tested in eorx►pliapr with Testing.Apjlicati4n Standard TAS 105: if the fastener value, as ield-
tested, are below 27' insuXation attae tatt:shsE note acceptable.
6. Fastener spacing fotr me9hanical attacbment of anchodbase sheet or membrane attachment is based on a
minimum.fastener tesista4ce'value in aonjunc#3 with the maximum de ign value listed.within a . pecifie
system. Should the faite►ner rosioance be le"an required, as determined by the Building Official,
a revised fastener spec ng, prepared, signed and Wiled by a Florida Registered Engineer, Architect, or
Registered RoofCor"' Cor"'t sttbrruittetl. S gd�revised fastener spacing shall utilize the withdrawal
resistance valuetal erifroin TestingApplieWon Sta.4dards TAS 105 and calculations in comp!isucr, with
Roofing Applicatron=StatdRAS 1.17.
7. Rerimeter and.Wrtter;a s.':sball. QoMply with .the eanhanced uplift pressure: requirements of tl�vsa areas.
Fastener deititaes shall be.increased for bout insulation and base sheet as calculated .in compliance with
Roofing Applosttoi' Stattda�tRA.. �' 1 i 7. Calealationstrepared, signed and sealed by a Florida registered
Professional F.rt inert, est srodAtchitec� or R g4 aredAbofConsultant (W6ect this imrtatfon is
specific . re%rrEdi it iitt.l t s 1'�f ►A G mer i .�9mtt tion #9 >tiofi.be applicable.}
8. All attachment ant_ iWrtg o£ -perimeter milers, ►t oWl profile, and/or flashing termination designs shall
conform with Roofing Application Standard RASil and applicable wind load requirements.
9. The maximum desi&ed pressure limitation ]usual] shall be applicable to all roof pressure zones (i c. field,
perimeters, and rarners)Neitber-rational analysis, not extrapolation shall be permitted for enhanced
fastening at enhanced pssure zones 0-0. p6ft. et. .extended corners and corners). (When this
limitation is-specAfi lly-referr d within tris NOA, General Limitation #7 swill But be applicable.)
10.. All products listed-heWjn shall have a quality assura►ice audit in aecordama with the Florida Building
Code and -Rule 9B-72 of the Florida Administrative Code.
END OE THIS ACCETTANCE
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
rage 19 of 19
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor.)be owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
roviding that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such, as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to rerpoving the existing roof system).
3. 5�0° Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. ; Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5.Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
ong! I roofing system is removed. Pounding conditions should be corrected.
6. Overfiow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. - Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing nt of attic tllation.sW. not be
reduced. It may be beneficial to consider additional venting wh' ca e e service life of the
_Owner/Agents Signature Date Contractor IWture J Date
Revised on 7/9/2009 LD