RF-11-1837Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 165197
Permit Number: RF -10 -11 -1837
Scheduled Inspection Date: November 15, 2011
Inspector: Rodriguez, Jorge
Owner: BROWN, JAY
Job Address: 302 NE 97 Street
Miami Shores, FL
Project: <NONE>
Contractor: DALEY ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1132060135870
Phone: (305)754 -9892
Building Department Comments
RE -ROOF FLAT SECTIONS WITH MODIFIED TORCH
DOWN SYSTEM
Inspector Comments
Passed
P14
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
November 14, 2011
For Inspections please call: (305)762 -4949
Page 7 of 34
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. --X8Y4 FOLIO NO.
STATE OF FLORIDA..
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
111 111111111 1111111111111111111111111 .11111111
1. Legal description of property and street/address: 302- 7 ST-
/L//0.9-nn/
CFN 2011R0719267
OR Bk 27871 P9 1702; {1as)
RECORDED 10/25/2011 13:20:00
HARVEY RUVIN, CLERK OF COURT
MIAt1I -DADE COUNTY, FLORIDA
LAST PAGE
2. Description of improvement: /7.E' iU iC / .770 LS
3. Owner(s) name and address: c2 f /6/WGti/1)
/LE 7 S Xt / i1 Srj,s
kt... 33)-38
Interest in property:
Name and address of fee simple titleholder:
0-39
4. Contractor's name and address: a9-Ley hoc_
if-i/4-144 / 2.t 5 3313 8
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
N/n
7. 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 person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a
different date is specified)
re of Owner
••ll a
Print Owner's Name ��"I �i12� tl.J n Prepared byb '® �Q�
Sworn to and subscribed before me this Z�. day of J , 20 % /. "" ""� /2647'474 `
e
Address: /1�& €2,77
Notary Public
Print Notary's Name
My commission expires:
123.01 -52 PAGE4 5/07
.g.
1 HEREBY CERTIFY that OA Is a two copy °idle
origin l�l� i{�thtott day of
UU ll�r 6GIl�y �i tt A D 20
WITNESS 4/'nd and Official Seal.
HAR . VI CLERK, of Circuit and County Cowls
BY / /IA.L rb D.C.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
(c) I ' Z 1 — INSPECTION'S PHONE NUMBER: (305) 762.4949 tjl
BUILDING
PERMIT APPLICATION Master Permit No.
FBC 20
RECEIVE:
OCT 06211
BY:
Permit No.� r 1 } -4°
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): 3/9-4/ /bit®/)AJ phone#:
Address. Z AE q7 5
City: / State: `-l'/ Zip: ,..31.31
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: .3
City: Miami Shores County: Miami Dade Zip: .33) 3
f/ - 3-2_0(0 -o /3- sg70
Folio/Parcel #:
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: )19te � &CAW . //1%� Phone #:
uG
Address: 7S- /®b . —
City: A-1/ E177 /�Jl h2 S State: Zip: ‘33/ 3 r
� ,,
Qualifier Name: N /C-1.- Di4H- E
State Certification or Registration #: 0-0--a-195-710 Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Phone #:
Value of Work for this Permit: $ (� - Square/Linear Footage of Work:'."
Type of Work: Address ❑Alteration New Rep
Description of Work: _.E- ,,C i S77 0,JS la' jam- ® P2:D
11) LC » 5 / s-t'Gin„.„
❑Demolition
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
******* * ** ********* ****** * *** **********Fees* axe *�x****** ** * * ** * *** *ew�xa**** * * ***�r ****
Submittal Fee $ Permit Fee $ pSO CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
;Double Fee $ Structural Review $
Technology Fee $
P.Tc��
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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.
Owner or Agent
The foregoing instrument was acknowledged before me this VI--
day of • 7
20[1__, by J4 f C,ikJ)►
who is personally known to me or who has produced
—PK hvw n� ` Me— As identification and who did take an oath.
NOTARY PUBLIC:
Sign: c 577
Print: 1141.-- --- - -- —
My Commission Expires:
MY COMMISSION 9 DD 985753
EXPIRES: July 22, 2014
'tar Bonded Thru Notary Public Underwriters
Signature
Contractor
The foregoing instrument was acknowledged before me this ON
day of&logee ,20)t ,b 1t��(_
who is personally known to me or who has produced C J
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
\���I II. 1 { 1 u„ //i OTAP
My Commission Expires:
�I BIZ /90 /E0
*************** e�********* �x******** x�**** �xa�****+ xx��x* x�************* �x�x�x** ** *�xa��x�xa��xa�a� *a��xx��x*** wax *1441 /x 171110M14 ****
11jiii1 {1111
APPROVED BY
Plans Examiner
Structural Review
(Revised 07/10/Q7)(, vise4 06210 /2009)(Revised 3/15/09)(rev6 /4/10)
Zoning
Clerk
IVI iami 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
10050 NE 2n0 Ave
Miami Shores, Fl 33138
Re: Owner's Name: J Af3a0")/)
Property Address: q7 sr-
Date:
Roofing Permit Number:
Dear Building Official:
.779-c-/ ,/CIO ,J^) certify that I am not required to retrofit the roof to wall connections of my
building because:
ie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o 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
The undersigned, being the first duly swom,
Swom to and subscribed before me this
Notary Public, Sate of Florida at Large
J G
Print Name
deposes and says that he /she is the owner for the above property mentioned.
o�a ‘77cL day of
�'iuQ,r'i � U
• 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 building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/2112009
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
OCT
Section A (General Information)
Master Pernit No. Process No
C o n t r a c t o r ' s Name D i e k k i f /too h / h '
Job Address 302- A- G f!l 7¶-r
i‘..ow Slope
❑ Asphaltic
Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar/Adheelve Set Tile
❑ Metal Panel/Shingles ❑ Wood ShlngleslShakes
Are there
❑ Prescriptive BUR -RAS 150 Gas Vent Stacks?
Yes No
ROOF TYPE Type: Natural ❑ LPGX❑
Roofing ❑ Recovering ❑ Repair ❑ Maintenance
SYSTEM INFORMATION
Steep Sloped Roof Area (SF) Total (SF)
Section B (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 parapets.
immons'NNNi ■mmarrnmim mmum ismo NNNNNNismum NNNNNNNNimmomrai.N.N.N ■�� ■■■■
mommNNIINNrNNNNrnprNINNmpammo NNNNNMNI■iNNiiriiummu mummi ammimmummummum
r ■ ■N ■. ■.N..■ ■..■.■.ii.... ■■ mmi.■ ummu.. ■N.i ■■■mumam. ■rmai iemm NN ■..■..i
I.N.■. m. mprommmmmmmrrmmmmmmmmm .mm.ommnimami ...rmmmommommimm :;:w :--- =--- mmopr:
■i■...■■ mumm ■i.N ■.M.■■■■ .i mi ■.■■ ■■.■mum ■.rAma...■.■.■.i■ i■
imummNmarmurromommermli mmosi :mummNNNNNNN immi mimmumummim NNi NNN =NN:
ININNMNNCMNNNNNMNNNI: NMNNNNNNNMNNNNrNNNNNNNNNNNrMNIN 'NNMrr':Nwwa'NN"'II':NN:
r.■..■.■ i■■.. ■....■.N......N..i.. ■.■...■.■ ■■ ■..■.■ ■M ■ ■..idCi1 �Gi i•■.NirMA2Au.■
OMNNNNMNN"MNNMNNMNNE Nil'■ NN' NNMNNNNNNN NNNNNNNriiNNNNi ..NNNNui.iiNiuiil.ii.NiUNI
I'INNNNrNrMIIINNmmum MI' rNNNINNIIriNNINNNNNINNII :NN'NNNNinimmiNNN�i u.i�iNC
iNi■■■i. N■ ■N ■i■...... ■i.N.. /...■ ■ ■... ■ii■ iii ■■■■ ■i■[;..C.uuiuA.■.... i■I.N.N
ri ■imp ■..■ .....■amore o:m.i�mmniiinri ■...�i.■ ■ i■
r ■i■.■ ■i.i......i■i.■i■ ■i .....■.■. N■i .i.Ni.■ ■ ■..N ■NN. ■ ■ ■.. ■mInniu■ ■i
IINNN■ NNNININu■ NNN NN" NMNrrN" rNNNNiMEEnNEN :NNrNNNCNNNrNNNMNi ■MMMNNSSNN:. S:NNN:
iNNNMrNN:M:NNNNNNNNrSE...0 INNNN......N. . NN .N..i.....NN.i..MM::
Florida Building Code Edition 2007
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 12/09 PAGE 1
HIGH-VELIEITY HURRICANE ZONER7 •
•lo* aocle:Stiltfon Itteki
fititVafaitcHIALIcri.91*-4 gerrkii-APOledialt
SaCtiO P:41,oWAJOttolkprdioaliolit)
Pante:her SPeoing kirAntlioifillese Shea
Attattnnent •
ittiSpeettle-ReiotAnserably Component;
and ttlentliOatininetnrei
oCetetriponeetioulturad, 4nentifyrative)
6pagint■AarcifaCtarer. afif
1410A'No4 ,9 q
PtesCares, FISTri-R.A8-1Rther-Calculatienet
140104: 5s Amstar: ( -). y
MsumthSffcJ-
ayateir. t:
Dark
Type:
GeOffitilakeess: 10/
skin: AA-
AcChatil3apeSheet*Nodrif PIV(e):
AecheetaseAlieti krstertargientrauj kleleriat
inguislisn Base Layer..
Basalnbutatitsteizemed Thtekne-,
Basetinsukkflon, Fastenet :wtertfit
Topinselailenl.
TOO. Miele .y.-SiikerreTlifekrieid:.
TOP4
qclir LaKtRews ;_ts?:10.12,
Perimeter: 4' "^ocrigrtap011itav48.,9 jezec
aorner: 112 tiaVap; *Mow, ¥ '
tdonlberef 0-astenenp.Per4nenintion
1.3000
Hold Pei:Oster' Corner
WeetrateeComponenteltotedwut
Detatis:PW,AP141020101
Wacithietking, *ter,. Ecige Term-Inehon,
Stihifting, Flatthitg, .tontlriednS Cleat, twit
rb. Base Reath% *Miter- Flashing,
bottle% Re.
indleare: Man Reel Height,. Ralapatifiefght,
Plethlt of Bose -Hashing, Ossamprient Nisbarial,
Material Thickness, PaStetrer TYpepi Fastener
3::Oadliitg. or Saida Maltaftkitaters.Tialls that
Zettak*Itir4RA8 lirtnatt.onapter 16.
Won. Pa:steneriBonding'Material:,
Balt, therit*&;146...zitPly(0. PLY 4P---7
Erivrtarzetivort,..6,ps
Fly.lhaet(4441tfize
,u /
TIteheet:EastensitRontliaglotateitat Nj)
leffiNv: (S-Sat-Zi 0 -( ,. t70
TappiPty,Facteriell ' t
terfacileg: tdi
Parapet
Wahl
Mean
Roof
Height
SECT<Oil', R4402.13
HIGH VELOCITY HURRICANE ZONES —RE4XIIRED OWNERS NOTIFICATION OR ROOFING
E:ONSINERAT>oNS
R4402.13.1 Scope_ As it pertains 'to the section, it is the responsibility /f rooting contractor h provide the owner
with the required roofing peVnU, and to explain 10 the owner the content ofthe section. The, provisiuxS of 'Section
R4402 govern the minimurn requirements and :1nodurdn of the industry for nm8ng system mdalAtionn
Additionally, the following items should 6m addressed eu part of the agreement hehwepniheowoerao!the
contractor The owner's initial in the designated space indicates that the item has been explained.
~~
1. ■�~ 4�sHh��ics4�o,kmmwshim�m"mm,km�"=^/""°,i^."",.+c._:..�^xn,�~t.^`,.........'
o�`�—�� ——'-- ''—'r'~~~'`^^~'~,r~`°~'""'`�`""."`"'".�= "�;u.,"°r".
ing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) a re not a considerntion with r'espect \o workmanship provisions. Aesthetic issues
such as color or architecturI appeararce, that are not part of a zoning nnde, should be addressed as part of
the-; Hgreement between the owner and the contrato
Renailing wood deetcs: ,Aiiher) replacing roofing, the existing wood roof deck may have to be
mnailedm accordance with the irrent prcvrsions ef Section 04403. (The roof deck is usually concealed pnor
io removing the existing roof system),
_Common roofs: Common roofs are those which have novisible delineation between neighboring
sUo, townhouses, condominiums, etc>|oboiNmys with common roots, the noofmg contractor a c/o'
owner should notify the occupants of adjacent units niroofing to be performed
Exposed
g‘ivad from below he owner n\ay wish b maintain the architectural appearance therefore 10ofngnai|
p«npk8 mn of the vrrienxicce *Na decking mey not. be acceptable. This provides the Option o| nnam|ainmg the
aopearence
Ponding. water, t COrrerit roui system andfor deck of the budding may not drain well rri a Y
a~�Vsjalef tO bond (aisgimUkte)mhwrivmga|�as ot the roof Pounding can he an indication ot structural
distress and may iequma the revme of rtnocUnd onOinmar Pounding may mx,rrn The �ns
expectancy ant', performance Vf the new rooting sysipm Pounding conditions may not be evident until the
original r0Minp system isremoved Pounding condUionSshou|dbecnroon3d
_Overflow scuppers (wab outletFs) i-eguired .Mat rainwater. flows Off so that ibe roof is not
overloaded trom a buildup ot water. Penmeteredge wall or other roof extension may ONuk this d/suhapgoU
overflow scuppers (wall outlets) are noiprovided !{ may he necessary tn install overflow uootipeoin
accordance with tt-fer8qU/roment3SofS�CnonsR.!1403 R44O3 and R4413
vedthats:te: tzio:,:t root striJOU.F0::; rtt-J:ouk !ave some ability to vent natgral airflow through tho
of the simrbsassnnibly/@e budding itoeV) heexehno amount cd attic ventilation shall not bn
leoticed n may be beneficial bonsirief jaariliroadi yeritina whfCt cyan reSuit trt extending the service we of
(143 AI
t's Signature Date
----^--��m J'
�nn(i-ack`rSiQna{una uar,
MIAMI43
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCE CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDINGS
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO 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 Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (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 testing
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 acceptance, 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 described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF RUBEROID®Modified Bitumen Roof System for Wood Decks.
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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
;APPROVED,
NOA No.: 09- 0224.01
Expiration Date: 11 /06/13
Approval Date: 04/08/09
Page 1 of 31
Membrane Type: APP /SBS Heat Weld
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieid ®Non Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nadable, RUBEROIDe Modified Base Sheet, RUBEROID® MOP Smooth,
RUBEROID® 20, RUBEROID® SBS Heat- We1dTM Smooth or RUBEROIDe SBS
Heat -Weld 25 base sheet mechanically fastened to deck as described below,
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any
of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15
Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in
3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(MarinuunDesign Pressure 52.S psf, See General Limitation #7I
GAFGLAS® #80 ULTIMATM, RUBEROIDe 20, RUBEROID® Mop Smooth, base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure -60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maxinuwn Din Pressure -60 psi; See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -TecTM 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.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 29 of 31
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —7S psf, See General Limitation #7)
Ply Sheet: (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or
RUBEROID® SBS Heat We1dTM) One or more plies GAFGLAS® PLY 4 or
GAFGLAS® Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate Of 20-40 lbsJsq. or RUBEROID® Torch
Smooth torch applied according to manufacturer's application instructions.
Membrane: One ply of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, Roof
MatchTM APP Torch Granule, RUBEROID® EnergyCapTM Torch Granule FR,
RUBEROID® Torch Plus Granule, RUBEROID® EnergyCapTM Torch Plus FR, or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID® SBS Heat We1dh PLUS, RUBEROID® SBS
Heat We1dTM PLUS FR, RUBEROID® SBS Heat We1dTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat We1dTM Plus FR, RUBEROID® SBS Heat Weldrh,
RUBEROID® SBS Heat- WeIdTM Smooth, RUBEROID® ULTRACLAD® SBS
and RUBEROID® SBS Heat- We1dTM 25 applied according to manufacturer's
application instructions.
Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 Ibsisq. and 300 IbsJsq. respectively in a flood
coat of approved asphalt at 60 IbsJsq. or applied in a flood coat of Leak
BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral
Surfaced Capsheet adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbssq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gaL /sq.
4. Leak BusterTM MatrixTM 715, Leak BusterTM MalrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 galJsq.
5. Leak Busterm MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 galisq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 galisq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Maximum Design
Pressure:
See Fastening Above
NOA No.: 09- 0224.01
Expiration Date: 11/06113
Approval Date: 04/08/09
Page 30 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply's 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum ' /." Dens Deck or ' /a" Type X gypsum board is acceptable to be installed directly over the wood
deck.
GENERAL ',MUTATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product
Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20-40 lbsfsq., 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' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied
using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in
three rows, one at each side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275
tbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field -
tested, are below 275 lb£ insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official, a
revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS- 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation
is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
APPROVED;
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
TOFU R1306 - Reoflria Systems
Primer: — "Fire Out" spoiled at 1- galt10U -ft'.
Base, Sheer: a• Cite ply 'y'pe 02 "GAFOLAS 075 Babe Shoe:", o +' "'r, pip 075 Base Sheet ". mechan sally fastened.
Membrane: -- "Ruberolel Torch Granule' cr "Rubrareed Torch Greru;e 1 Gr " Ruberuid Torch Granule Phra" qr "Rube:ord `roach PR" heat
fused.
Page 14 o" 4g
50. Desk: C -15/32 Incline; 1/2
Primer: "Fire OuC' applied at 1- gal /100. t2.
Belie Sheet: — One ply Type G2 "OAFG'.AS x75 Base Sheet", or Triply 075 Base Sheet", mechan!cally tautened.
Ply Sheet (Optianal): --- One ply Type GI or Type G2, mecharicaliy fastened.
Membrane! — "Ruberoiri Torch Grnnele"or "Ruaerold Porch Granule 1"•ar "Ruby roil Torch Granulrr Plua " ®r " Ruberuid Torsi F2" heat
fused
51. Deck: NC 3nultne: 112
Insulation (Optional): Min 1/2 ir,. wood fiber, mechanically fastened.
SIHP Sheet (Option!): — 1 ply "StOrmSefe" mechanically fas:enea,
Basta Sheet: One ply 'Liberty SW Self- Adhering Base /Ply Sheet' er " Ruberuid $A ease/Ply Sheet" self adhered.
Membrane: -a One ply "Ruoerold SBS Heat Weld 170 FR° or "Runt'old 30 PR" or `Rub roll knergyCep S'S 80 FR' or "Ruberold S65
Heat Neld Pius Pfd" heat fused.
52. beck: 0-15/32 Incline: 1/2
Insulation (Optional): --- Any UL Classified, any thickness, mechen-calty fastened,
Barrier Board; — rninimum 1/2.1n, thick gypsam board or minimum 1, 4 -in. thick G -P Gypsum Corp ' OensDeck ® Roofboard" or
" Deeet eza Prime(e,' kcal:werd° or "Denstleck DuraCuard '" 3aofboaro" ree hanlcalty fastened.
r►e Sheet; -- On ply 'Liberty SBS Selt- 4dher;n0 Base /Ply he or "R;:beroid SA Base /ply Sheet ae,r adhered.
Membrane: -- One o;y "Ruberuid SBS Heat Weld 170 FR" o• "Ruberold 30 FP" or " Ruberuid ener9} tap SUS 30 FR' o' " Ruberotd $135
Hot Plus PR" heat fused,
as Deck NC
Printer: —'Fire Out' applied at 1- gal140 -ft
Ba®m Shot (Optional): — One ply "Liberty MA ease Sheet", mechanxilty fattened.
Ply Sheet: — One ply "Liberty SOS Self•Adhering Base /Ply Sheet" or "Rubercnd SA Sase /Ply Sheet" waif adhered
Cap Sheet: -- One ply "Lanett FR SOS Se'f- Adhering FR vas Sheet" or "RLberotd SA Cap FR Sneer self adhered.
S4. Deets: C-15/32 Incline: 1;2
Primer: — "Firer Out' snarl at 1-ga!'00'ft:.
Slip .Sheet (Optional): -- t ply "5eorrnSafe" mechanically frrarenurl.
Base Sheet (Optional): — One ply "Liberty MA as Sheet ", r ,c°an:cy:ly fastened.
Ply Sheets — One ply "Liberty 1.9S Self-Adhering Base/Ply Sheet er'Robiroid SA Base/Ply S
Cep Sheet: — One ply "liberty PR Sec Se`/- Adhering FR Ca; Sheer or "Rub-void SA Cap FR $
55. t?e!r..ks NC Incliner 1
%r;sulahon tCsptiottal): •— Perks, fiber glass, polyls:ocyenurate, urethane ur perlite /noly+sorranura3s_ ,: ;: ,,
joints.
Base sahenif: -m One or -mare plies Type G2 "GAI*GIAS #70 Base Sheet ", or "TrrPiy x75 ease Sheet', err A €:
Seffac .1 Oap3heet ", or 'Tri -:=iy Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened.
Pry Sheet (Option/all: -- Ore or more plies Type eft, hot moppet: in pieces
Membrane: — One cIhr -kupeu'old north Smooth" or "Rubercld Mop Smooth
P'lemb►yne' -R One pl'r'IR.e,v'o d Moo FR
56.- Deck: N(. - - Incline: 1
•
-from
JS Mineral
lnculatnan (Opttannhr °- i- aty+aocyanuracrr, wood fiber, perlitn, glass fiber, tiny thickness, hot mopped or mechanically fastened
Balsa -5,1n a::: •-, One „c° T,_r_ pile* Type G2 "GRFGI.AS #75 Race Sheet”, ,>r-' Trl -Ply $71; Base Sheet ", mechanically fastened.
Ply dthset ? — One or more pries "Ruberuid 20". hot mopped in piece
Membrane — One -)ly "Roheroid SOS Heat Welq_Fl a PR'' or "Rpbero,d 51$.19rist YkeldAZ heat wale, "=i plate.
57 Dash: -1 c °132 Incline: 112
Base Sheet: -- Two or more plies type 42 "GAFCLAS $75 base Sheet" Or "i'ri -Pty #75 ;-
Mernbrane: — One ply "Ruberuid SBS Heat Weld plus FR" or "Ruberosd SOS Heat We7.