RF-17-1094 _.; Perrnr' N � 7 094
Miami Shores Village '' Pe ; ,Type.Roof
�<y� 10050 N.E.2nd Avenue NE It11t r "Catton Flat
• Miami Shores,FL 33138-0000 Permit Status:' PROVED
'
Phone: (305)795-2204
'"toRmA Expiration: 10/17/2017
�saueDate.4l2t1/2tt17
Project Address Parcel Number Applicant
1285 NE 94 Street 1132050100100
ROBERT MOSHEIM
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
ROBERT MOSHEIM 1285 N. E.94 ST.
Contractor(s) Phone Cell Phone Valuation: $ 25,400.00
ACE PROPERTY SERVICES CORP 305-598-1700 Total Sq Feet: 1450
Type of Work:Re Roof Available Inspections:
Additional Info:REROOF MAIN FLAT ROOF AND GARAGE FL Inspection Type:
Classification:Residential Tin Cap
Scanning:3 Final Roof
Review Roof
Roof in Progress
Renailing Affidavit
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00 Invoice# RF-4-17-63754
CCF $15.60 04/20/2017 Check*003270 $783.86 $50.00
DBPR Fee $4.13
DCA Fee $4.13 04/20/2017 Check#:003269 $50.00 $0.00
Education Surcharge $5.20 Bond#:3381
Permit Fee-New Roof $275.00
Scanning Fee $9.00
Technology Fee $20.80
Total: $833.86
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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL 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
construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated.
`� _�, t,3 C�1 V'.• April 20,2017
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
April 20,2017 1
� 1 G���rl � ��,t��,
Miami shores Village
.... ,.,.,� Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
SCO t`iDp' Tel: (305)795.2204
Fax: (305)756.8972
RE: Permit# 9 vl- ( -7^ DATE: 5 ' I ' f�
INSPECTION AFFIDAVIT
1G C.-4s PU �
licensed as a (n) Contractor/Engineer/Architect,
(Print name and circle License Type) FS 468 Building Inspector
License#: CCC o SS22�'j
On or about 10 : 0—b 5 ( f 1 did personally inspect the roof deck nailing
(Da e&time)
work at ��5 N qV ST-
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Bmr,
844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property
mentioned.
NATIANA VEGA
Sworn to and subscribed before me this d day of
My COMMISSION#GG003711
EXPIRES June 26,2020
Notary Public, Sate of Florida at Large 407j3�1� F Com
'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with
permit#and address#clearly shown marked on the deck for each inspection
►(►� t tlllft 11111 toll iflil tillf llllf Itlll ilii till
NOTICE OF COMMENCEMENT C FN 201 r RO222018
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR BK 30502 Ps 3543 (1P9s)
Y'�-7TAX
RECORDED 04/20/2017 11:10:59
PERMIT NO. 2� 7--/vFOLIO NO. 1/-32o5-0 10=01 HARVEY RUVIN? CLERK OF COURT
MIAMI-DADE COUNTYf FLORIDA
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.
Cc,6f e,.,I[er mos 5.491-
I.,Legal descri on of prop rty and stroat/address: 12$5 RE q y S�' /`'t L�vh t' St are-r , Fl 33CE-
Ayv,, of 152" %))Pw O-16 I
2.Description of Improvement: f e -e
3.Owner(s)name and address:
Interest In property: 0 C�MdR-
Name and address of fee simple titleholder:
4.Contractor's name,address and phone number:CE ,apery �f-Vt c e S I O$—t 1 SW /88 st i3
6.Surety:(Payment bond required by owner from contractor,if any)
Name,address and phone number:
Amount of bond$
6.Lender's name and address:
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(1)(a)7.,Florida Statutes,
Name,address and phone number: �^
8.In addition to himself,Owners designates thefollowing ollowing person(s)to receive a copy of the Lienor's Notice as provided in Section
713,13(1)(b),Florida Statutes.
Name,address and phone number:
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)
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION.IF YO INTEND TO O AIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR N CE OF CO NCEMENT.
Signature(s)of Owne or Qwr e s t ized Officer/Director/Partner/Manager
Prepared By Prepared By
Print Name d r'4- ''AL Print Name
Title/Offices Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The foregoing instrument was acknowledged before me this day of M4"C i a o 17
By Rob.�rc i�'t�s sly-i w�.
❑jndividually,or ❑as for _
Ull'Personally known,or ❑produced the following type of identificati
Signature of Notary Public: `(gyp aCi-IILBERG _-
Print Name: NOTARY PUBLIC
(SEAL) WCOMMISSION EXPIRES MAR,31,201
VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STATUTES
Under penalties of perjury,I declare that I have read the foregoing and
that the facts stq d in it are true,ta the best of my knowledge and belief.
Signatures)o / ner(s)or Ow_ r 's Authorized Officer/Director/Partner/M�a�ngn d above:
STA FLORIMCOURt�
By CE8'F fW this is a hire copy of ffts aw RON
123_01-52 PAGE 8112 cItgA'!ef
ted In fhls oWe of
A.D.20W\Zj:0X1
IMITNE eeryhardandOfficialSeal.HARVEY R CLERK,of O and CLutt(y Cotsts
_ D.C.
TT7
Miami Shores Village RECEIVED
Building Department APR 2 0 1017
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 W �_4
INSPECTION LINE PHONE NUMBER:(305)762-4949 -S+1
FBC 201
BUILDING Master Permit No. (2— � I--, - 8 oci q
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC CR ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF CANCELLATION ❑ SHOP
e CONTRACTOR DRAWINGS
JOB ADDRESS: 12 85 NE 9'� S T N(t l S�•o res r �• 33 11?
City: Miami Shores County: Miami Dade Zin: 33173%
Folio/Parcel#: o 132o5 "Co(®- o I o o Is the Building Historically Designated:Yes NO v
Occupancy Type: 0• Load: Construction Type:))57 F Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder).-9_0 L-V( Phone#:30 S• -740-
Address:
14o•Address: I Z S S "E 94 5r
City: (A (ogm 1 S 4-0( State: metro!L I ct.- Zip: 3713
Tenant/Lessee Name: Phone#:
Email: I
CONTRACTOR:Company Name: /] ce PCo -}� sn VI L,e s Phone#: 305 S'790Dy
Address: 1013-11 .SW (Se S-r =A;- $
City: A z4V_w1 1 State: �( Zip: 3-31 5-1
Qualifier Name: r4{(DnS Pl Phone#:
State Certification or Registration M C C C c S$2Z9 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 2 5,q 00. Square/Linear Footage of Work: 4
Type of Work: ❑ Addition ^^�Alteration ❑ New ❑ Repair/Replace I'❑/Demolition
Description of Work: evot N tLl 't-' (�� rpot 4j �Ca 1e.1 C t,4- w,`t4 j-% j-e
(ev -chi;j Nw + L,-+
- no-*" .Q.Q•c 1bt�.
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 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$2500,the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law bra c re will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of comme a ent must be posted at the job site
for the first inspection hich occurs seven (7) days after the building permit is issued. In a absence of such posted notice, the
inspection will not be a oved and a reip ,ection fee will be charged.
/f
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The(foregoing instrument was cknowledged before me this
aye day of Match 20 l'7 by d d yof .20 - ,by
,5111-1+I who is personally known to who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take n oath.
(NOTARY PUBLICS NOTARY PUBLIC:
Sign: Sign: /
Print: Print:
CARLOS A.URBINA rI
Seal: 'no", P"a;"• � CARLOS A.URBINA
Notary Public State of Florida Seal: ,;.;
No
Public-State of Florida
•; Commission#FF 245242
i-y a•_ Commission#FF 245242
,�o;� My Comm.Expires Jul 31,2019 9, po;= My Comm. Expires Jul 31,2019
**' c�.
4.'>«�*** S
APPROVED BY �1 Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
yHORs G Village FMiami hores
NINE allot" Building Department
10050 N.E.2nd Avenue
i��Rrop Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 111e,110
10050 NE 2nd Ave
Miami Shores, Fl 3333138 I I
Re: Owner's Name: tQo6ec -1" 100-1,het,-^
Property Address: t a$S N k q q 5'+ .
Roofing Permit Number:
Dear Building Official:
I q--)7,rrA- Kcsketr-, certify that I am not required to retrofit the roof to wall connections of my
building because;
/The 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 dition of th South Florida Building Code(1994 SFBC)
c
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this "Z`I Aday of �n
"ID SCHILBERG
l"a�weC�t���tt „/ NOTARYPUBLIC
Notary Public, Sate of FFa at Large COMMISSION EXPIRES MAR.31,2017
When the just valuation of the structure for purp of a alorem taxation is equal to or more than$300,000.00,and the building was not constructed with FSC 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 5/21/2009
Property Search Application-Miami-Dade County Page 1 of 5
U'FIWIUE OF THE PROPE11TY"'
APPRAISER
._ YysJ
Detailed Report
Generated On:3/28/2017
Property Information
Folio: 11-3205-010-0100
Property Address: 1285 NE 94 ST .
Miami Shores,FL 33138-2946 ;
i
Owner ROBERT D MOSHEIM&W
KRISTINE
1285 NE 94 ST '
Mailing Address MIAMI SHORES,FL 33138-2946
PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ
0101 RESIDENTIAL-SINGLE s I
Primary Land Use
FAMILY: 1 UNIT
Beds I Baths I Half 3/3/0 i 4
Floors 2
Living Units 1
Actual Area Sq.Ft
Living Area Sq.Ft
Adjusted Area 3,402 Sq.Ft Taxable Value Information
Lot Size 9,375 Sq.Ft 2016 2015 2014
Year Built 1971 County
Exemption Value 1 $50,000 $50,000 $50,000
Assessment Information Taxable Value 1 $419,6111 $416,3471 $412,646
Year 2016 2015 2014 School Board
Land Value $314,250 $285,750 $253,500 Exemption Value 1 $25,0001 $25,0001 $25,000
Building Value $262,430 $264,403 $259,487 Taxable Value 1 $444,6111 $441,3471 $437,646
XF Value $32,913 $22,911 $23,155 City
Market Value $609,593 $573,064 $536,142 Exemption Value $50,000 $50,000 $50,000
Assessed Value $469,611 $466,347 $462,646 Taxable Value $419,611 $416,3471 $412,646
Regional
Benefits Information Exemption Value 1 $50,0001 $50,0001 $50,000
Benefit Type 2016 2015 2014 Taxable Value $419,6111 $416,3471 $412,646
Save Our Homes Assessment $139,982 $106,717 $73,496
Cap Reduction
Homestead Exemption $25,000 $25,000 $25,000
Second Exemption $25,000 $25,000 $25,000
Homestead
Note:Not all benefits are applicable to all Taxable Values(i.e.County,
School Board,City,Regional).
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 3/28/2017
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:.. .. 'it, ?—(1'7
10050 NE 2nd Ave
Miami Shores, A 33138 ff
Re: Owners Name: 0 0 5
Property Address:
Roofing Permit Number:
Dear Building Official:
certify that I have improved the roof to I connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existin ite-Built Single Family Residential
Structures as adopted by the Florida Building Cy mission by Rule 9B-3 7 F.A.C.
Signature Print Name
State of Florida
County of Dade
The undersigned, being the fir duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribe efore me this day of 20
Notary Public, Sate of Florida at Large
(SEAL)
FINAL COMPLIANCE
Revised on 5/21/2009
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form.
II
Section A(General Information)
Master Permit No. q
Process I
No. p
Contractors Name ACE PROPERTY SERVICES
Job Address 1285 NE 94 ST MIAMI SHORES, FL 33138 E
S
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles �
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
RECEIVE® ROOF TYPE
❑ New roof ❑ Repair ❑ Maintenance 10 Reroofing ❑ Recovering �
APR 2 01017 ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF)1,450 Steep Sloped Roof AREA(SSF) NIA Total(SF) 11450
.•.. 0000..
..00... 00 0000
Section B(Roof Plan) 00 ..j..•
00 .
Sket-1,Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overfw,r scuppers and ewmiew drains.Include dimer 1 •
siot if sections and levels,clearly identify dimensions of elevated pressure zones and location of g4rg2ets. .. . .' ';
9 9 9 9 9
n 0009 0 09 002000
000900 0099 09199
i 9. .999
9
d Z Z Q9999 1/iYC
VLA 4IL. • 9
Cr
W • II
�>
2 I 9
o �
W
LU
' u J
s■ ` er r d 6
® W
Q LU
LU ® Z CL ZW
CL T
IL
_._.
n
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.37
RCopyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Si-zer Palacio on Jun 8,201510:32,.12 AM pursuant to License
® Agreement.No rurther reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
1 High-Velocity Hurricane Zone Uniform Permit Application Form. r
e
1 Section C(Low Slope Application) Top Ply Fastener/Bondi Mat al:
1 Fill in specific roof assembly components and identify Steep Asp alt ily IV \
manufacturer Surfacing: Mineral Surface Cap Sheet 1
1 (If a component is not used,identify as"NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1
1 System Manufacturer: GAF 1
1 Field: 9 "oc @Lap,#Rows?@ 9 ^oc 1
1 Perimeter: 6 "oc L 4 6 1
1 Product Approval No.: 14-1030.02 @ Lap,#Rows_@�^oc
1
1 Design Wind Pressures, From RAS 128 or Calculations: Comer: 6 "oc @ Lap,#Rows 4 @ 6 "oc IN
11 -42.8 71.7 -108.0 Number of Fasteners Per Insulation Board: 1
1 P1: P2: - P3: 1
1 7
Max.Design Pressure,from the specific product Field Perimeter Corner 1e�,
1 approval system: -52.5 Illustrate Components Noted and Details as Applicable: 1
1 Deck: Woodblocking,Gutter, Edge Termination,Stripping, Flashing, 1
Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 1
9 Type: CDX PLYWOOD Coping,Etc. Xle
" Indicate: Mean Roof Height, Parapet Height, Height e!Byse
GaugelThickness: -5/8—— 19/32Flashing, Component Material, Material Thickness,•Fastener ••••
1 Type, Fastener Spacing or Submit N'le4u' jurers Deteiisotii 1 .•
1 Slope: 1/4" : 12" Co I with RAS 119 and Chapter— PY P lfl•••• ..: 1 ....:.
Anchor/Base Sheet&No.of Pigg,: Base Sheet#75 c® • ����r CC v�P••• _J
Anchor/Base Sheet Fastener/Bonding Material: •••• •G✓r•Q !�( e(/
1 S�
1 ry
1-1/4 R/S Nails& 1-5/8 Tin caps
® •• •�i•
'p
1 Insulation Base Layer. Perlite Tapered Insulation •� ...... 1
1 Base Insulation Size and Thickness: Min 3/4" x4x2 _ ' •
ei ht P$P&Qtt• • •
. H 1 ......
1 Base Insulation Fastener/Bonding Material: ••; 1
Steep Asphalt Type IV
1 � l? FT. 18' Max 1
1 Top Insulation Layer: 1
1 Top Insulation Size and Thickness: Mean 1
Top Insulation Fastener/Bonding Mat erj �✓
Heightf1
1 Base Sheets)&No.of Ply(s): (2) Ruberoid 20 ; 1
1 1
1 Base Sheet Fastener/Bonding Material: to 1
1 Steep Asphalt Type IV Ct 1
Ply Sheet(s)&No,of Ply(s): 1
~ 1
1 Ply Sheet Fastener/Bonding Material:
1 l ul _ 1
Top Ply: Mineral Surface Cap Sheet 2 1
15.38 FLORIDA BUILDING CODE—BUILDING,Sth EDITION(2014)
C ® I! Copyright to,or licensed by,ICC(ALL RIGHTS RESER\TD);accessed by Eliezer Palacio on lung.2015 10:32:12 AM pursuant to license
Agreement.No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form t
t
Section D(Steep Sloped Roof System) t
. t
Roof System Manufacturer: t
Notice of Acceptance Number: t
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): t
P1: P1: P1: t
t
t
Deck T t
YPe�
__ Type Underlayment:
Roof Slope: ---- I t
12 Insulation:
_J t
Fire Barrier:
C _ •••• t••••••
Ridge Ventilation? Fasten ype&Sp g: t
I
Adhesive Type: 0... .. t:••••;
-- • • -
o
Type Cap S t: ...... .... t..:..'
.. ..•. t••••••
oosoos
oo
Mean Roof Heigh j Roof Covering: • O"""
• • • • •
Type&Size Drip
Edge: t
t
t
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) 15.39
b Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Elieur Palacio on Jun 8,2015 10:32:12 AM pursuant to License
Agreement,No further reproductions authorized
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
® Florida Building Code 5th Edition(2014)
9
High-Velocity Hurricane Zone Uniform Permit Application Form.
0
Section E(Tile Calculations)
For Moment based tile systems,choose eithe Method 1 or 2.Compare the values for Mr w'h the values from Mf. If the M,values
are greater than or equal to the M,values,for ach area of the roof,then the tile attachm method is acceptable.
6
Method "Moment Ba d Tile Calculations P RAS 127"
(P1:_x _ -Mg: =Mn_ Pr uct Approval M,
(P2:_x?,-_ -Mg: =Mn_ roduct Approval M,
(P3:_xX__ -Mg: =M,3 Product Approval M,
Method "S1 plifi Til Ca lations Per Table Below"
Required Moment of Resistance(Mr)From Ta le B Product Approval M,
M,require Moment Resistance"
Mean Roof Height
Roof Slope 15 20' 25' 30' 40'
2:12 34.4 36.5 3 . 39.7 42.2
3:12 3 34.4 36.0 37.4 39.8
4:12 40.4 32.2 V33.8 35.1 37.3 0000
5:12 28.4 30.1 1.6 32.8 0 34.9 •0000• 0000••
6:12 26.4 28.0 9. 30.5 ••32.vl 0000 ••
f 7.12 24.4 25.9 27.1 28.2 400-3c.e 0000 0000••
'j • • •
't,Aust be used in conjunction with a list of moment ba-?d the sy�,ie ns endorsed by the Broward Coty1j01Qoard ofgRules0and :•• •:
13 Appeals. 0 0 0 0 0
0 0000 0 •• 0000•
For Uplift based tile systems use Method 3.Compared the values for F with the values for Fr. If the F'vaiwas are greater tirlan or 00000
>) equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. • • • •
� •. .• 0000 0000..
Method 3"Uplift Based Tile Calculations Per RAS 127" 0.0:0: •
(P1:_xL_=_xw:=_}-W:_xcos 8_=Fr,_ Product Approval F • 0 �•0••• 0••�0•
1 (P2:-xL_-`xw:=-)-W:_x Cos 0_=F,1_ Product Approval F 0 0 0 • ••••
1 (P3:�x L_-_x w:=`)-W._-x cos 8_=Fra_ Product Approval F'� • • 0• 6 :60
•
It66
Where to Obtain Information
I Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height H Job Site
j Roof Slope t3 Job Site
Aerodynamic Multiplier Product Approval
Restoring Moment due to Gravity M9 Product Approval
Attachment Resistance M, Product Approval
Required Moment Resistance M9 Calculated
Minimum Attachment Resistance F Product Approval
9 Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval
1 Tile Dimensions L =length W=width Product Approval
Q All calculations must be submitted to the building official at the time of permit application.
I(
e
15.40 FLORIDA BUILDING CODE•-BUILDING,5th EDITION(2014)
!f i 1 l Copyright to.or licensed by,ICC(ALL RIGHTS RESERVED);accessed by Eliezer Palacio on)un 6.2015 10:32:12 AM pursuant to License
Agreement.No further reproductions authorized.
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�ORU�
SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 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.The owner's
initial in the designated space indicates that the item has been explained.
2. y°"� Renailing wood decks:When replacing roofing,the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually
concealed prior to removing the existing roof system).
4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking
can be viewed from below.The owner may wish to maintain the architectural appearance;therefgV.
roofing nail penetration of the underside of the decking may not be acceptable.Tris prgvides th2rQQtigft of
maintaining the appearance. •
.. 9999
9.0.00 0909 9999..
000000 • :9999:
6. Overflow scuppers(wall outlets):It is required that rainwater flows #so 1that the,,opf is, •
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension trray block this •• •';•'.
discharge if overflow scuppers(wall outlets)are not provided. It may,be eces I fr NII ovetfbW'.
cuppers in accordance with the requirements of Sections R4402, 3 42113" ""
9999.9 0
' ' 9..9i• 999999
Owner/Agents Signature Date Contra c i ature Date
12 8 S n(t� 1(( s'�-
so
Property Address Permit Number
Revised on 7/9/2009 LD;07/01/2015;
MIAMI-DADE MIAMI-DADE COUNTY
MOND PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
GAF
1 Campus Drive
Parsippany,NJ 07054
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use-of-construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
0000
This product is approved as described herein,and has been designed to comply with:he VrcArida Bu'1CtI1i'lg •`••;•
Code including the High Velocity Hurricane Zone of the Florida Building Code. " ' :'" '.
060:00 0000 0000..
DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Detid! • 6666:
0900 6. 0 •
LABELING: Each unit shall bear a permanent label with the manufacturer's name orlogoe, city,0stato 6• ••6 6•
and following statement: "Miami-Dade County Product Control Approved", unless ot1TPt'Wile noted••4. 00009
•
.. 06 0000 0060..
herein.
RENEWAL of this NOA shall be considered after a renewal application has been fried ani ther&has . .666:6
6660.9
been no change in the applicable building code negatively affecting the performance of t�ts6produet. :0000:
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or •6:
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 renews and revises NOA No. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
I�J
NOA No.: 14-1030.02
MIAMI•DADECOUNTY Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 11: Wood, Insulated
Deck Description: 19/32"or grea er p ywood or wood plank
System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut"Fire Barrier Coating,VersaShield''Fire-Resistant Roof Deck Protection
(optional) or SecurocV Gypsum-Fiber Roof Board.
Anchor sheet: GAFGLAS®#80 Ultima'Base Sheet,GAFGLAS®Stratavent®Eliminator'
Nailable Venting Base Sheet, Ruberoid®20, Ruberoid®SBS Heat-Weld'Smooth
or Ruberoid®SBS Heat-Weld'25 base sheet mechanically fastened to deck as
described below.
Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly'6,GAFGLAS®#75 Base Sheet or any
Options: of above anchor 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®FlexPly"6,GAFGLAS®#75:BaseSheet or VY• "";•
of above anchor sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tet" •.
0000.. 0000 0000..
#14 Fastener or Dr.'_:-Tec"XHD Fastener and Drill-Tec"3"�t*gSt*l;Late,Drill-. • •
Tec'AccuTrac®Flat Plate or Drill-Tec"AccuTrac®Recessed Plate installCj 1�;" ••••••
o.c. in 3 rows. One row is in the 2"side lap. The other rows arezqually spac8d.• .....•
approximately 12"o.c. in the field of the sheet. 000080 0000 00000.•
((Maximum Design Pressure—45 psf.See General Limitation•#7)•• **so
••••••
GAFGLAS®FlexPly"6,GAFGLAS®#75 Base Sheet or any of allole anchor •.
0000..
sheets attached to deck with approved annular ring shank nail Viand bin caps•at a •••
fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9"b.c.intfie� •
field.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS®#80 Ultima"Base Sheet, Ruberoid®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 anchor sheets attached to deck with
Drill-Tec'#12 Fastener,Drill-Tec"#14 Fastener or Drill-Tec'XHD Fastener
and Drill-Tec" 3"Steel Plate,Drill-Tec'AccuTrac®Flat Plate or Drill-Tec'
AccuTrace Recessed Plate installed 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.
(Maximum Design Pressure—60 psf.See General Limitation#7)
NOA No.: 14-1030.02
MIAMI-DADECOUNW Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 8 of 30
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3" inverted Drill-Tec'" insulation plates at a fastener spacing of 9" o.c. at the
(Continued) 4"lap staggered in two rows 9" in the field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS'#75 Base Sheet or any of above anchor sheets attached to deck with
Drill-TecT"#12 Fastener,Drill-Tec."#14 Fastener or Drill-TecT''XHD Fastener
and Drill-Tec'3"Steel Plate,Drill-TecTM AccuTrac®Flat Plate or Drill-Tec'
AccuTrac®Recessed Plate installed 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—75 psf.See General Limitation#7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
EnergyGuardT'Polyiso Insulation,EnergyGuard'Polyiso RA Insulation,
EnergyGuardT'Polyiso RN Insulation,EnergyGuardT'RA Composite Polyiso Insulation
Minimum 1"thick N/A N/A
StructodeV High Density Fiber Board,EnergyGuardT"Perlite Recover Board
Minimum %Z"thick N/A N/A
EnergyGuardm Perlite Roof Insulation
Minimum%"thick N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approv(i hot asphu;t,• ....
within the EVT range and at a rate of 20-40 lbs./100 ft. Please refer to Roofing Applieation ••• ••
Standard RAS 117 for insulation attachment. Insulation listed as base layer onlq rbe ustdo• ••••••
only as base layers with a second layer of approved top layer insulation installedas tde final :0000:
membrane substrate. Composite insulation panels may be used as a top layer plscea with tIW •• •
of isoc anurate side facing down. GAF requires either a 1 of GAFGLAS®S •••• nt® •• •••••
P Y Y g 4 ply 1s0Y4 00:00'
Eliminator"Perforated Venting Base Sheet laid dry or a layer of EnergyGuard.Xerllte Ro8f...0 ...••.
Insulation or wood fiber overlay board on all polyisocyanurate applications. 000000 0
0 0 . . 0000..
Base Sheet: (Optional)Install one ply of GAFGLAS®#75 Base Sheet,GAFGLAS®#80:0 0 0 0 0 0 0
Ultima'Base Sheet,GAFGLAS®Ply 4,GAFGLAS FlexPly'6,,eGAFGLA6P• a ••
Stratavent®Elirninat T"Perforated Venting Base Sheet(laid dry),Ruberoid®Mep
Smooth Ruberoid®20, uberoid®SBS Heat-Weld'Smooth or Ruberoid®SBS
Heat-Weld 25 direct y over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs./sq. (See General Limitation#4).
Ply Sheet: (Ontional)One or more plies GAFGLAS®Ply 4,GAFGLAS®FlexPlyT 6,
GAFGLAS®#80 Ultima Base Sheet,Ruberoid®Mop Smooth,Ruberoid®20
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-40 lbs./sq.
Membrane: One or more plies o Ruberoid®20, uberoid®30,Ruberoid®EnergyCap-30 FR
SBS Membrane, Ruberoi ,Ruberoid®Mop Smooth,Ruberoid®Mop 170
FR,Ruberoid®Mop Granule,RoofMatch'SBS Modified Granular,Ruberoid®
Mop Plus,Ruberoid®Mop FR or Ruberoid®Dual FR fully adhered in an approved
asphalt at an application rate of 25 Ib./sq.f 15%.
NOA No.: 14-1030.02
MIAWDADE COUNTY Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 9 of 30
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
--- Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq. respectively in a flood coat
of Approved as halt at 60 lbs./s .
2. GAFGLAS®Mineral Surfaced Cap Sheet, ri-Ply®Mineral Surfaced Cap Sheet
or GAFGLAS®Energy ap tneral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
3. Topcoat®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat®
Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
99..
.
0000..
.. . 0000 9
0.0.69 0000 0000..
0000.. 9 9
0000 9.
6606 . •• ..666
40900• 0000 9...•
.. .. 0000 0000..
0000..
. . . . .09.09
6000..
. . 99.699
9. . 669 .
NOA No.: 14-1030.02
MIAMI•DADE COUNTY Expiration Date: 11/06/18
F-IINVIVAIR Approval Date: 11/05/15
Page 10 of 30
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 1/4"DensDeck®Roof Board or'/2"Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
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 lbs./sq.,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 lbs./sq. 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')vgflfe dt,
275 lbf.,as tested in compliance with Testing Application Standard TAS 105. I;the.rmtener value, "•':'
.. 0000
as field-tested,are below 275 lbf. insulation attachment shall not be acceptable. •••••• ••r• sees
•
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane a bent is based 21 •
.
.0009
on a minimum fastener resistance value in conjunction with the maximum design�r ue Iste �ylt Irl .
a specific system. Should the fastener resistance be less than that required, as determined by:he..• 9.9 9.
Building Official,a revised fastener spacing,prepared, signed and sealed by a F?UrWLkegist%r+eei••. 00000
•
Engineer,Architect,or Registered Roof Consultant may be submitted. Said revittd'mstener sl5toft ••••••
shall utilize the withdrawal resistance value taken from Testing Application Staddaral:17AS 105 ?Md '.
calculations in compliance with Roofing Application Standard RAS 117. • :.•.:9 •••
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requii ejUent:of thgj S ••••
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in •0;
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 hailers,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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-1030.02
MIAMI-DADE COUNTY Expiration Date: 11/06/18
•,,, Approval Date: 11/05/15
Page 30 of 30
TGFU.R1306 - Roofing Systems Page 5 of 46
"GAF 2-Part Roofing Adhesive",applied as a nominal 21/2-in.bead with a maximum on-center spacing of 12-in.or any UL Classified
insulation adhesive,applied per the manufacturer's installation instructions.
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@ #80 Ultima'"'Base Sheet",
mechanically fastened.
Ply Sheet:—One or two plies Type GS "GAFGLAS@ Ply 4"or"Tri-Ply®4"or"GAFGLAS@ Flex-Ply—6"or Type G2"GAFGLAS@#75
Base Sheet"or"Tri-Ply®#75 Base Sheet"or"GAFGLAS@#80 Ultima'"'Base Sheet",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply®BUR Granule Cap Sheet",fully adhered with hot roofing
asphalt.
Coating:—"United Coatings-TOPCOAT@ EnergyCoteT"Roof Coating"or"TOPCOAT@ MB Plus Coating"or"United Coatings— Roof Mate
MB Plus Coating"applied at a rate of 2-gal./100-ft.2.
17.Deck.C-15/32 Incline: 1/2
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System"or any UL Classified insulation adhesive.
Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or
"DensDeck@ DuraGuardT"Roofboard"or minimum 1/4-in.thick Untied States Gypsum Co. "SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any
UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.from plywood deck joints.
Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima*"Base Sheet",
mechanically fastened.
Ply Sheet:—One or two plies Type G1"GAFGLAS@ Ply 4"or"Tri-Ply 4"or"GAFGLAS@ Flex Ply 6"or Type G2"GAFGLAS@#75 Base
Sheet"or"Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima—Base Sheet",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",fully adhered with hot roofing
asphalt.
Coating:—"United Coatings*"TOPCOAT@ EnergyCote—Roof Coating"or'TOPCOAT@ MB Plus Coating"or"United Coatings—Roof Mate
MB Plus Coating"applied at a rate of 2-gal./100-ft.2.
18.Deck:NC Incline: 1
Insulation(Optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or adhered with
"LRF Adhesive M"or'TPO LRF Adhesive M Low Temp"or OMG Inc."Olybond Fastening System",applied as a nominal 3/4-in.bead or
"GAF 2-Part Roofing Adhesive",applied as a nominal 21/2-in. bead with a maximum on-center spacing of 12-in.or any UL Classified
insulation adhesive,applied per the manufacturer's installation instructions.
Base Sheet:—One ply"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet",loose laid or Type G2"GAFGLAS@#75 Base Sheet"or
'Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima*" Base Sheet",fully adhered with hot roofing asphalt.
Ply Sheet:—One or two plies"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID@ Mop Plus Smooth"or
"RUBEROID@ 20 Smooth","Ruberoid@ 20 Plus Smooth"or"RUBEROID@ HW 25 Smooth",fully adhered with hot roofing asphalt.
Membrane:—"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ BUR Granule Cap Sheet",fully adhered with hot rooglj%}sphalt.
Coating:—"United Coatings—TOPCOAT@ EnergyCote— Roof Coating"or'TOPCOAT@ MB Plus Coating mor"UVed Coatfigg—,�bof Mate•�•••
MB Plus Roof Coating"applied at a rate of 2-gal./100-ft.2. • • •
•• • SSSS •
1 •o••Y• SSSS
0.Deck:C-15/32 Incline: 1 Soso**
•
Insulation(optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanic$lMstened or adhered with :••••
OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. • 0 .
Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDtdk"Prime Rcitifbosid"or ••••a
"DensDeck@ DuraGuardT"Roofboard"or minimum 1/4-in.thick Untied States Gypsum Co."SECUROCKq gpgfjpard"(Tygis 6V-G)or S•:•ss
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX) mechanically fastened or adhered with OMG Inc. "qVy Sn�Pastening Sstervi"or anY
UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.forom plywood•111f joints. •° 0 Y
Base Sheet:—One ply"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratave 10;@Jorated Venting Base •
Sheet",loose laid or Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply#75 Base Sheet"or"GAFGLAS@ 80 Itijina'"B-ye Shqpt",fully....
•
adhered with hot roofing asphalt. 000000
Ply Sheet.—One or two plies"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Plus Smooth"fully adhored jv,%i hot ro$fing asphalt. :••••
Membrane:—"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ BUR Granule Cap Sheet",fully adheTtd with hot rea iAga halt. • •
Coating:—"United Coatings-TOPCOAT@ EnergyCoteT" Roof Coating"or'TOPCOAT@ MB Plus Coating"or"United Coatings .Foof Mate
MB Plus Roof Coating"applied at a rate of 2-gal./100-ft.2.
20.Deck:C-15/32 Incline: 1
Base Sheet:—One plX Type G2"GAFGLAS@# "or"Tri-Ply@#75 Base Sheet"mechanically fastened.
Insulation(Optional :— nn thi�c Hess or combination: perlite or wood fiber or glass fiber or polyisocyanurate,mechanically fastened
or hot m ped or adhered witTi�FIGTn�"OlyBond Fastening System"or any UL Classified insulation adhesive.
Base Sheet:—One or more plies"RUBEROID@ 205
ooth" "Ruberoid@ 20 Plus Smooth"or"RUBEROID@ HW 25 Smooth",
mechanically fastened or fully adhered w t� o roofing asp alt.
Cap Sheet:—TYpe G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapT"
Mm�Surface� Shee
21.Deck:NC Incline: 2
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardT"Roofboard",minimum 1/4-in.thick,or United States Gypsum Co. "SECUROCK@ Roof
Board"(Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick.
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness.
Base Sheet:—Two plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or one ply Type G2"GAFGLAS@#75
Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima*"Base Sheet"mechanically fastened or fully adhered with hot
roofing asphalt or one ply Type G2"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS@ Stratavent@ Perforated
Venting Base Sheet"loose laid,mechanically fastened or fully adhered.
Ply Sheet:—One or more plies Type G1"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6",fully adhered with hot roofing
asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or'Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCap—
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
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