HomeMy WebLinkAboutengineering Planning & Development Services Department
-" 2 Building& Regulations Division
* * Product Review Affidavit
�� '200
r-- A licant:
Building Permit#
Owners Name -� �" �� � pp
Approval Glass Method of Attachment
Product opening Design Product Rated Manufacturer Model Number ProductNm p T e
Pressures Desl n Pressure
Windows
Mullions
Fixed Glass
Block Glass
Sk 11 his
Slidin Glass Doors
f r---
Savin T e Doors
French Doors {„
Garage Doors
Hurricane Protection i
Roof Ventilation
Roofing Material
Revised 07/22/2014
taddin and t have approved their use in this structure. These products provide adequate resistance to the
I have reviewed the above components or c g
wind loads and for
specified by current code provisions. seal
Signature:
Name: Date:
Cert.No.
Design Prof:
PAUL WELCH INC.
PAUL
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone(772)785 -0988
Email pwelchinc@aol.com
June 30,2016
Re: Vaughn Re-Roof
5212 Hickory Dr.
Fort Pierce, FL 34982
SCOPE OF WORK:
Remove existing roofing and install new 5-V Crimp Metal Roof(Metal Sales Manufacturing Corp.
FL# 14645.3)at above referenced residence address over new underlayment and existing plywood
sheathing.
DESIGN CRITERIA:
FBC 2014
ASCE?-10
PROJECT DATA:
BUILDING HIEGHT=8'-0"
A=3'
MEAN ROOF HIEGHT=<13'
ROOF ANGLE=3:12
SHAPE=PITCHED GABLE
IMPROTANCE FACTOR= 1.00
WIND VELOCITY V ult= 165 MPH
WIND VELOCITY V asd= 124 MPH
EXPOSURE=C
ENCLOSURE CLASS=ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT= -0.18
APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (ysfi:
ZONE I (Field)=-37.7
ZONE 2 (Perimeter/Ridge)=-63.7
ZONE 3 (Comers)=-93.6
Paul Welch Inc.
Paul Welch P.E. Reg. No. 29945
June 30,2016
5212 Hickory Dr.Fort Pierce,FL I of 3
ROOFING ATTACHMENT REOUIREMENTS:
Metal roofing to be attached with#9— 16 or#10—14 x+/-1 %2"long(minimum 3/8"penetration
through plywood sheathing)hex head wood screws with sealed washers.
Fasteners shall be placed through the panel ribs at 12"on center across panel width and spacing
along the ribs as follows:
ZONE I (Field):
Fasteners thiru the ribs at 16"O.C.
ZONE 2 (Perimeter/Ridge):
Fasteners thru the ribs at 16"O.C.
ZONE 3 (Corners):
Fasteners thru the ribs at 8"O.C.
Fasten all panel ends at 6" O.C.across panel width.
Zones 1 &2 Design uplift Pressure: -74.8 psf
Zone 3 Design uplift Pressure: - 196.75 psf
Zones 1 &2: 74.8 >63.7>37.7 Therefore O.K.
Zone 3: 196.75 >93.6 Therefore O.K.
UNDERLAYMENT INSTALLATION:
Underlayment shall be Allied Building Products Corp. TRI-BUILT Smooth HT S/A FL#16048.1.
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not
slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the
first 3 ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding
the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams
should be minimum 3-inches, configured to shed water. Vertical seams should be 6inches and
staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall
be sealed using either heat-welding or hot air welding techniques. When installing at slopes above
8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the
sheet at 12-inch o.c. for valleys and ridges: cut underlayment into 4 to 6 foot lengths. Peel the
release paper and center sheet over valley or ridge. Drape and press sheet into place,working from
the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest
point and work upward.
DECK INSTALLATION:
Re-nail all plywood sheathing(19/32"thick minimum)with 8D ring-shank nails at 4" O.C.
perimeter and 6" O.C. field for all zones.
All work to be in compliance with product approval (FL# 14645.3), (FL# 16048.1), manufacturer's
specifications, and the Florida Building Code 2014.
Paul Welch Inc.
Paul Welch P.E. Reg. No. 29945
/ June 30, 2016
5212 Hickory Dr.Fort Pierce,FL 2 of 3
3 .
�41f
i i
LU
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ROOF ZONE PLAN
A=3'
10,02 ,Q—ZONE_DE SIGNA77ON(TYPICAL.)
Paul Welch Inc.
Paul Welch P.E. Reg. No. 29945
June 30, 2016
5212 Hickory Dr.Fort Pierce,FL 3 of 3
services Department
& Development
planningudding&Regulations davit
Product Review x0davit )?"fh"
App nt. 7'C�a�
Owners Name,.,.......----""'... Method of Attechrr+°nt
.,......--- '
emav, t P WOVSd puss
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Product Rated
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tom by current code provisions. -"
I have reviewed the above component, Zf�i tri"
wind toads and forces spec signature: !'
PAUL'W p.E. Dat+et ,
NamesCert.No...._...-----'
Design profs
i PAUL wELCU P.E.
"
EXTERIOR RESEARCH&DESIGN,LLC.
certificot,wfAuthorization»gooa
' 3S3CHRISTIAN STREET,UNIT#13
TRINITY –RD
OXFORD,[T8647D
PHONE:(203)262-9245
FAX:(3O3)]62-9143
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-113
dba TRI-BUILT Roofing Products FL26048-R3
9050 Louisiana Street Date of Issuance:10/2S/2012
Merrillville,IN 46410 Revision 3: 10/08/2015
$cmPs;
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials inthe State cfFlorida.The documentation submitted has been reviewed byRobert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building {ode' Residential Volume. The
products described herein have been evaluated for compliance with the 5m Edition (I014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Uwxemlaymwemts,
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CmmnmmsnCmwpu*wcs; ThimEva|uationReportiaxaUdunti|suchtimeasthanamedproduct(s)changeo'therefermnped
Quality Assurance documentation changes,orprovisions ofthe Code that relate tothe product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes orthe referenced Quality Assurance documentation changes. Thnby|ERDrequires acomplete review cfthis
Evaluation Report relative to updated Code requirements with each Code Cycle.
Awvsw7ISsmsmr:The Evaluation Report number preceded bythe words "Trinity}ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
ImspeCTI»N:UponreqoestaompyofthisentireEvm|uationReportshaUbepnmidedtotheuserbythemanufacturernr
its distributors and shall be available for inspection at the job site at the request of the Building Official.
Th(sEvaluation Report consists ofpages 1through S.
Prepared by:
The facsimile seat =������m�
R��J.M.Niemiw�P,E, ,� �� '����I�����,,,,����
��6����nmo5����D���9� `~—^"'' ��ent.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and tothe named client
CEIMFcA,noNmINDEKmDEnCE^
1. T,i"iry|EnDdue, not have, nor does It intend to acquire o,will it acquire, ahnancini interest inany company manufacturing or
distributing products it evaluates.
z. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
1 Robert wieminen,p.E.does not have nor will acquire,afinancial interest inany company manufacturing n,distributing products for
which the evaluation reports are being issued.
«. Robert mieminen'P.E.does not have,nor will acquire,afinancial interest inany other entity involved inthe approval process nfthe
product.
S. This mabuilding code evaluation. Neither Trinity\sxonor Robert wiemmen' p.s.are,imany way,the Designer ofRecord for any
project nnwhich this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
`
�
\ /
` .
TRINITY� ������~�^
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4'1507.2.8,1507.2.9.2, Physical Properties ASTM o1*7o annp
1507.4.5.1,1507.5.3,1507.7.3
1504a Accelerated Weathering ASTM G155 zoos
15073.3 Installation Practice FnsA/rmApril zu1z(o+z2) 2012
1523a5.2.1 Physical Properties Tm;103 1995
3. REFERENCES:
Entity Examination Reference Date
cno(Tsrso*p) Physical Properties s40540.02.13-1 02Y19/2013
sno(oSTou4e) Physical Properties S40540.11.13 11/19/2013
cno(TsT*o«y) Physical Properties s40540u3-14 03/2*/2014
sno(Tsran4e) Physical Properties s4uo70�4.1+2 04/02/2014
Exo(rsro04e) Physical Properties m4870o4.14-3 04/02/2014
sno(TsTo049) Physical Properties S44870.04.14-1 04/10/2014
cnp(nSTsuoe) Physical Properties s44870u4.14-4 04V10/2014
cno(Tsrow49) Physical Properties s43530o2.14-1'nz 05/14/2014
cnD(TSTano9) Physical Properties S43530ze.1* 05/28/2014
snoplJ*o«y> Physical Properties m0540.10-14 10/31/2014
cnV(Tsraow9) Physical Properties sc7645»2.15 02/13/2015
snD(TST604e) Accelerated Weathering sC8520z4.15 0$27y2015
UL,uC.(QU*9aus) Quality Control w|ukip|e'Listinanoo8z4 09/04/2015
UL,LLC.(oVxaszs) Quality Control Service Confirmation sxp.zcyzs/ n17
4. PRODUCT DESCRIPTION:
4.1
4.1.1 Th-BuiltSand-R SA Shingle Undpdayment is a self-adhering, glass-mat reinforced. sand-surfaced, SBS,
modified bitumen roof undedaymentwith a]6'incbsheet width.
4.1.2 Tri-Built S/AHTTU Undedaymant is self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof undeduyment
4.1.3 Tri-Built Smooth HT5/AVndedaymentisase|f-adhedng,glass-mat reinforced,O{m'suMamed'SBS modified
bitumen roof undedayment.
S. UworrAnsws:
5.1 This is building code evaluation. Neither ThnitV\ERDnor Robert Nieminen, P.E. are, in any way, the
Designer ofRecord for any project on which this c"a|umtxan Report, or previous versions thereof, Is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report isnot for use inthe HVVZ.
5.3 Fire Classification is not part of this Evaluation Report; mh,r to current Approved Roofing Materials
Directory for fire ratings pfthis product.
Exterior Research and Design.uc. Evaluation Report A42960.10.12-R3
F1.16048-113c�V����m°�*m�m�o
� Revision a'm*08/mo1s
Page u*xs
TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 55.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M'""2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TiieBonclTm Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
S- Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
Y ASTM D226,Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Cerdfkate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 3 of 5
TRINITY ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AH1.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri Built Sand-R SA Shingle Underlayment Tri-Built SIA HT TU Underlayment or Tri-Builit Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for
Installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline,
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 F1.1 -113
Revision 3:10/08/2015
Page 4 of 5
TRINJW ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancelior@us.ul.com
-END OF EVALUATION REPORT.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certifkate of Authorization X9503 FL16048-R3
Revision 3:10/08/2015
Page S of 5
ti
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. 5V-CRIMP PANEL'
FLORIDA BUILDING CODE 5T" EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 14645.3-R2
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3rd Street,Suite 200
Louisville,KY 40202
Telephone: (502) 8554300
Fax: (502)8554290
Prepared By:
Bala Sockalingam, Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave., Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages including cover)
Installation Details (1 Page)
0CKAC/N���i
• No 62240
Report No. C2010-3
• STATE OF :�4U
Date: 3.27.15 .00 ,c P
O A % %%`
15.31 .20 's:—
FL 14645.3-R2
C2010-3
3.27.15
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 19/32" thick plywood for new and existing constructions.
Designed and installed as per FBC 2014.
Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and @ 4" o.c. at edges
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c.
(Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c.
196.75 psf @ fastener spacing of 8" o.c.
Fastener Pattern:
Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8".
At panel ends @ 6" o.c.across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with TAS 125-03 'Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
FL 14645.3-R2
C2010-3
3.27.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125 Test Reports
Farabaugh Engineering and Testing Inc
Project No.T 181-05, Reporting Date 7/21/05 (Tests#I & 2)
Project No.T240-09, Reporting Date 9/22/09
Architectural Testing, Inc.—West Palm Beach, FL
(Formerly Hurricane Test Laboratory, LLC)
Project No. 0103-0712-09, Reporting Date 9/1/09
Oa+�D+': CxEcxFO 8'T:
TL—GT. DATE'
�f251^.S
NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP
EXISTING SHINGLESSEE DETAIL 2 SEE DETAIL 1 (REQUIRED ONLY FOR REQUIRED FOR PANEL
(OPTIONAL) r r (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY.
u u u
' -
`— (OPTIONAL)
UN^uERLAYMENT MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE
(OPTIONAL) PRESSURE TABLE ON THIS SHEET. �
8d x 2.5 LONG RING SHANK NAIL
OR #8 x 2" LONG WOOD SCREWS
SPACED @ 6" O.C. IN THE FIELD &
0
MIN. 2X_ WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES
TRUSS AT MAX. 24" O.C.
n:
TYPICAL PANEL INSTALLATION X—SECTION o o
U �N
Z �=O
7 Loo
#9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE � �Y�
WITH SELF SEALING WASHER AT D n
NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE cfLLT
co
(REQUIRED ONLY FOR SPACING (PSF)
NEW CONSTRUCTION) (IN) vI =Ln
5V-CRIMP < oo�1
EXISTING SHINGLES MIN 26 GA. 36 41.6 u1 vT-T
(OPTIONAL) ¢ 'n
1
v
■_ 6 74.8 <w
z�
196.75
u a
z
�
EXISTING UNDERLAYMENT am -
(OPTIONAL) PLYWOOD a a
19/32" THICK (MIN.) GENERAL NOTES: Ir
DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE u
FLORIDA BUILDING CODE (FBC). I z
2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING ai y gN
WIDTH OF PANEL = 24
#9-16 OR #10-14 WOODSCREWS 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS O _
WITH SELF SEALING WASHER AT
NEW UNDERLAYMENT—� MAXIMUM SPACING OF 36" O.C. SPECIFIED ON THIS DRAWING. - iv
(REQUIRED ONLY FOR 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
NEW CONSTRUCTION) \ PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS "` on $
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BEGIN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
(OPTIONAL) MIN 26 GA. BUILDING CODE- IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
7
REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6, RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
EXISTING UNDERLAYMENT —PLYWOOD D"MIr N v.
(OPTIONAL) 19/32" THICK (MIN.) 2010-3
DETAIL 2 "