RF-12-322 (2)31a liar
BUILD
PE
FBC
Miami Shores Village
Building Department
RECEIVED
FEB 24201:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949 '
Permit No. V
Master Permit No.
ICATION
Permi .,Type: ILDING OOFING�
OWNER: Name (Fee Simple Titleholder): Phon
Address: I -E' 1(0 Sri-
City: k% L t 1 1+0 State: zip: 3 3/
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: 10 1 1 10 '� r
City: Miami Shores County: Miami Dade Zip: 3 -5 1 Le 1
Folio/Parcel #:
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: D V1-1 (1-0® (t t -) C? l �° Phone#: ZOS-- `75 i e e12--
Address:' f' /L t C L i
City: 1*-4 State: ri Zip: 5 -5/ g
Qualifier Name: `J
State Certification or Registration #: S ) Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Phone#:
Value of Work for this Permit: $ Square/Linear Footage of Work: h if
Type of Work: ❑Addition DAlteration ONew AIRepair eplace' ODemolition
Description of Work: O = � r+ 12-0 r
tom, . a°° ■ 2,0 L 1 tC (, 19
3) WS -ti t9i- l i.
*** * * * * ** *** * * ** ******+x**+ *** ****** Fees**** *u: x: a: ********* ***** ******* ***************
CCF $ CO/CC $
Submittal Fee $ O Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ ��U
Bonding Company's Name (if applicable)
Bonding Company's Address
City S e Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City tate Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this 3�
day of 07--e-4-. ,20442, by June 7 ue
'ho is personally known to rhejor who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: "5y /1//4..- if hle
/ NO AKY PUBLIC ATE Or auktioa
�N��i
My Commission Expires: Jp s Sylvia Halter
. ;; Commission # EE098053
a.,,,,,,,, Expires: JUNE 08, 2015
BONDED TERO ATLANTIC BONDING CO., INC.
Signature f' ,$)
Contractor
rik
The foregoing instrument was acknowledged before me thisc (
day of � y , 20 1a, by tE le i s DA-urr l ,
who i(rsoo lly k
me or who has produced
as identification ad iwj 4)d take an oath.
31 ,y;'' %� /,
NOTARY PUBLIC:
Sign:
Print: = t `� � kS. \)�'® '
My Commission Expires?, ®� / / / / /%e • ... .. � �,,1\
. k*+ k+ k*s k+ k*+ k*********************************, H* *, k** ********** *ar***** d+, kfk**:k+k*+kska8sk** ** *ik***** NCH: **** * * * **+k****,k***
APPROVED BY
Plans Examiner
Structural Review
(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09)
Zoning
Clerk
ROOF ASSEMBUES AND ROOFTOP S UCTURES
:.J 262
Florida' ngtode€ditlon 2007
High- VelocIty Hurricane Zone Uniform � it Application Form.
D. _: i ; _ :A:,iCE VVITN ALL FEDERAL
ST, ,_ II.E.' AND REGDLATIONS
Master Permit No. Pr . __._ _zes
ocess No. _ �
Contractor's Name 2)4L/ 490-iiar7 /iv
Job Address f C %LC /112
w Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 160
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) ap Steep Sloped Roof Area (SF)
❑ Repair ❑ Maintenance
Total (SF) /ft)
SeCtiOILELORoatelart)
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.
1
FLORIDA BUILDING CODE — BUILDING
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the
required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of
the Honda Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
ark for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues 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 renailed
i accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
its (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: 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, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this 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. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
o 'loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the Florida Building Code, Plumbing.
1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
ttiA structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
beneficial to consider additional venting which can result in extending the service life of the roof.
4(4
es/Agent's Signature
/6 /tie- I/o
Property Address
Date Contractor's Signature
Permit Number
Rev ::120 /2005,Computer Services, Building Department
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing: A/in
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer:
4191
Product Approval No.: iJ q , o 'f • 0
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: Pmax2: 87+ 3 Pmax3: /3/'
Max. Design Pressure, from the specific Product
Approval system: — 5... S
Deck: J
Type: /)(1 T. £ 6
GaugelThlcckkness:
Slope: ft 4 T
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer.
Base Insulation Size and Thickn
Base Insulation Fastener = • nding Material:
Top Insulation
Top Insula • n Size and Thickness:
Top suiation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
/ PL-Y #75
Basee tfaste er/Bonding ateria '
S roof- n axis, l7f' trnca fis
Ply Sheet(s) & No. of Ply(s): A //9
Ply Sheet Fastener/Bonding Material :, //�,
Top Ply: (L a,Bhg/l-0/ b / 70
Top Ply Fastener/Bon, n Material:
FLORIDA BUILDING CODE — BUILDING
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: q" oc a@ Lap, # Rows ,.> / oc
Perimeter: 1," oc @ Lap, # Rows 9 @ fo " oc
Comer. 6'" oc @ Lap, # Rows 9 @k" oc
Number of Fasteners Per Insulation Board:
Field Perimeter Comer
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
Parapet
• Height
MIAM4pADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
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 RUBKROID® 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.
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 1 of 31
Membrane Type:
Deck Type 1:
Deck Description:
System Type E(2):
APP/SBS Heat Weld
Wood, Non - insulated
19 /32" or greater plywood or wood plank decks
Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
Base sheet:
FireOutTM Fire Barrier Coating, Versa Shield®Non•Asphaltic Fiberglass -Based
Underlayment or SecurockTM.
GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® MOP Smooth,
RUBEROID® 20, RUBEROID® SBS Heat- We1drM Smooth or RUBEROID® SBS
Heat-Weld 25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® FIex 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 Dates Pressure -4S pct, See General Limitation #7
GAFGLAS® Ply 4, GAFGLAS Flex P1yTM 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 -Teem steel plate or Drill -TecTM AccuTrac Plates, 12" 0.0. 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.
(1aximum Design Aware - ,45psf, See General Lbnitation #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.
(Maximum Design Pressure S2.5 psi; See General Limitatton #7)
GAFGLAS® #80 ULTIMATM, 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" 0.0. in the
field.
(Maximrirn Design Pressuae -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.
(MainuanDesign Pressure -60 psf, 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-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TeclM 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
(Ma rimum Design Pressure -75 psf; See General Lbnilai'on #7)
Ply Sheet (Optional except over RUBEROID® Modified Base Sheet, RUBEROID® MOP
Smooth, RUBEROID® 20, RUBEROID® SBS Heat-Weld"' 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 lbs./sq. 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,
RUBEROIDe Torch Plus Granule, RUBEROID® EnergyCapm Torch Plus FR, or
RUBEROID® Torch FR torch applied according to manufacturer's application
instructions.
Or
One or more plies of RUBEROID® SBS Heat- WeId1M PLUS, RUBEROID® SBS
Heat We1dTM PLUS FR, RUBEROID® SBS Heat WeldTM 170 FR, RUBEROID®
EnergyCapTM SBS Heat WeIdTM Plus FR, RUBEROID® SBS Heat We1dm,
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 lbs./sq. and 300 lbs./sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak
Busterm 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 lbsJsq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at
1.5 gal./sq.
4. Leak BusterT' MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to
1.5 galisq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCotee roof coating applied at 1 to 1.5 gal./sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at Ito 1.5 galfsq
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 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 1/4” Dens Deck or '12” 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 121bs sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psL
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field -
tested, are below 275 lbf. 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 nailers, 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 Cook
and Rule 9B-72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
TGFUR1306 Reofulg, Systerw
primer: — "Fire Out" applied at 1..galra.004t.'.
Base Sheet: - Cne ply Type 02 "GANH.AS #75 Base 5hote:', ol"1;-Fly *75 ease Sheet'', mechan catty fastened.
Membrane: -"Ruberold Torch Granule cr "Rubercad Torch Granule 1 or "Rubereic! Torch Granule r "Ruheroid Torch FR" heat
fused.
Page I 4 of' 48
50. Deck: C-15/3Z Snellne; 112
Primer: "Ftre Out" applied at i-eal/100•Ir":
Base Sheet: - One ply Type G2 "GAFGLAS 475 Rase Sheet", or Tri.Phy 475 Base Sherd", mechanically fastened.
Ply Sheet (Optional): - One ply Type GI or Type ez, machenicany fastened,
Membrane? "Ruberoki Torch Granule'or "Ruseroki Torch GranOs 1,'r "Ruseroid Torch Gummi* Flut"or "Ruberoici Torcr Fr heat
fused
51. Derk: NC Incline: 1/2
Insulatluri (Optional); - Min 1/2 in. wood fiber, mechanically fear:enact.
Slip Sheet (Optional): 1 pay "StormSafe" mechanically fastoned.
Beare Sheet One ply 'Liberty MS Solt-Adhering Base/Ply $hoot' or "Rutioroid IA Bast/Fly Sheer *elf eQherd.
Membrane; - One ply "Ruberold 5B5 Heat Weld 170 PR' or "Rube'old 30 FR" ' Rulatrole llnerroCap S5S 10 FR' or "Ruberold 555
Heat Weld lies PR" heat fined.
52. Deck: C-3.5/32, Incline; 112
Insolation (Optional): - Any Ut. Classified, any th.oknese, rrechowcally fastened,
Barrier Boarcl; - minimum 1/2-In. tnick gypsi.rn board ar minimum 3.14-in. thick G-P Gypsum Corp erisDck 0 Rookoard" or
"DensDeck Primeg, Roofboerd° or "DensDock Duraauard lopfboard° mechanically fastenead
liaise Sheet: - Ono ply "Liberty SO$ Seit-MIner'.ng Saco/Fly Silw' or bera A o/Pty Sheet 0.0 adhered.
Membrane: - tint, ply "Runeroid SOS Meat Weld 170 FR' o."rulbetold 30 FP? "Rubarold linergyCap 555 30 FR' o. "Ruberold $96
•elit Wok; Plop !.'1"," heat fueed.
53. Dock: fk)C Incline;
Primer: - °Fire Out' applied at /-oall100-ft2.
Rose Sheet (Optioreal): - One pie "Liberty MA Base Sheer, mooltanicaliy factened.
Ply Sheets - One ply "Liberty SOS Self.Adhering Ease/Ply Sheer or "Ruberoid SA Sase/Ply Sheet" if adhered
Cap Sheet: - Ono ply "Liberty FR $5 Sef-Adhorin; FR. Co Sher or "Ri.tioroid SA Cap FR Sneer self adnered.
E,4. Deck: C-15132 Incline; :/2
Prienor: "Hro Out' aprfri'd at 1-gol/,-.004t:
Slip Sheet (ropiloted): - 1 ply "StorreSafe" mechanically faterenoo.
Kase Sheet (Optional): - One ply liberty MA Sage Shaer, maceenically fastened.
Ply Sheet; - One ply Libert S 5441•Adhering Base/Ply Sheet ' or 'Reber:old SA Base/Ply
r..ap Sheet: Ono ply "Liberty FR $55 50-Adhering FR Cap Shoot" or Ruborole 5A Cap FR Sinner
55. Oeok; NC Inellnoi 1
Tirietdailltatr k(optIortal)t Forlite, fiber glass, polyisooyanurate, urethane or parlito/poiyisoryanuraae . from
- _ joints.
tleate l5taent: One ce-more _plies Type GZ "GAPGLA5 *75 Bast Sheet", or "Tn-Ply 475 (lava Sheet', or G•3 'CiAleGLAS Mineral
• - - Surf:0 Cap 5neet",r Tri-Fly Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened.
Full Sheet (Optional): Or or mare plies Type at, liot rr..oppee in place.
Membrane; One rilir -Foroorold Torch Smooth' r "Ruboroid Mop Smooth".
— lionnbriorea: - One pl,r !!1.4-5.rold Moo FR'.
55.-Deck; Nr.- - - - Incline: 1
taletton (Optionel-p- —F-alyisocyanurate, vrood fiber, perlite, glass fiber, any thickness, hot mopped or mechanically fastened
One plies Type GZ "GAFGLAS *75 Sase Shoot', or -Tri-Ply 70S ease Shoot", mechanically tastcnecl.
My Vice* Ono or more plies "Rubetold 20'. hot mopped in piece
Membrane? One y "R.Ohorold SKS HeatWel taps PR" or "Sqbeirti,d 50..1:paat-itte14.17.11 Fir teat we34ec Olken,
57. Deck; C-1E/32 IncHnei 1/2
Base Sheet: - Two or more plies Type G2 "GAFCLAS *75 FMK Sheer ar °TA-Ply *75
Monti:wane: - One ply "Ruboroid SOS Ho,at Weld Plus FR" cr "Ruben:Ad SriS Heat Wrer-f