HomeMy WebLinkAboutProduct Approval (3) i i i�s�"y 7✓^ ft y Ip J���
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4
FL# FL12192-R4
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer KAYCAN LTD
Address/Phone/Email 1 Memorial Drive
Richford,VT 05476
(662) 252-9991 Ext 231
joe.lundine@kpproducts.com
Authorized Signature Joe Lundine.
joe.lundine@kpproducts.com
Technical Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston,VT 05495
(662) 252-9991
joe.lundine@kpproducts.com
Quality Assurance Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston,VT 05495
(662) 252-9991
joe.lundine@kpproducts.com
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity ICC Evaluation Service, LLC
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Robert J.Amoruso, P.E.
Validation Checklist- Hardcopy Received
.Certificate of Independence FL12192 R4 COI ICC Certificate of Independence Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3679 2009
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option C
Date Submitted 01/23/2017
Date Validated 01/27/2017
Date Pending FBC Approval
Date Approved 01/30/2017
Summary of Products
Go to Page O b 0 16 Page 1/2
FL# Model, Number or Name Description
12192.1 Board&Batten Single 7"Vertical Siding
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.Ddf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other: Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.Ddf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.2 Center Vented 12"/Solid 12" Triple 4 inch Partially Perforated Soffit
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.Ddf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.3 D-4 Avanti Double 4" Horizontal Dutch Lap
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other: Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.1)df
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.4 D-4 Marquis Double 4" Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.pdf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.pdf .
capable of withstanding the design wind loads.Must be
installed as per the manufacturers installation instructions.
12192.5 D-5 Contessa Double 5" Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.pdf
Approved for use outside.HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.pdf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.6 D-5 Elegance Double 5" Horizontal Dutch Lap
Limits of Use Installation Instructions'
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.pdf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other: Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.Ddf'
capable of'withstanding'the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.7 D-5 Vertical Double 5"Vertical
r Limits of Use Installatio tons
Approved forQ in HVHZ: No FL12192 R4 II Kavcaructin Installation odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads.Must be
installed as per the manufacturers installation instructions.
12192.8 Lewiston Double 4-1/2"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.9 Newport Single 6-1/2"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:+70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.10 Ocean Park Bevel Double 4-1/2"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads.Must be
installed as per the manufacturers installation instructions.
12192.11 Ocean Park Cove Double 4-1/2"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.ridf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure:+70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.12 Platinum Series D-4 Double 4" Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.ridf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service,LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads.Must be
installed as per the manufacturers installation instructions.
12192.13 Platinum Series D-4 Dutch Lap Double 4" Horizontal Dutch Lap
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kavcan Installation.odf
Approved for use outside HVHZ:Yes Verified By: ICC Evaluation Service,LLC
Impact Resistant: N/A Created,by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:,Installed only on exte'r dr walls over solid sheathing FL12.192 R4 AE ESR=1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.14 Platinum Series T-3 Triple 3"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ:-No FL12192 R4 II Kaycan installa_ion, ddf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf ,
capable of withstanding the design wind loads. Must be l
installed as per the manufacturers installation instructions.
All
12192.15 rova Double 4-1/2"Ho . al rk
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kaycan Installation.pdf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.pdf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.16 Sierra Double 4-1/2"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kaycan Installation.Did
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed.only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.Ddf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.17 Solid 10" Double 5 inch Solid Soffit
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kaycan Installation.pdf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.Ddf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.18 Solid 16" Quadruple 4 inch Solid Soffit
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kaycan Installation.Ddf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.19 T-3 Classic Triple 3"Horizontal Dutch Lap
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kaycan Installation.pdf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.1)df
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
12192.20 T-3 Horizontal Triple 3"Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R4 II Kaycan Installation.Did
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other:Installed only on exterior walls over solid sheathing FL12192 R4 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be
installed as per the manufacturers installation instructions.
Go to Page O Pagel/2 42
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.3.395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish io
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you:are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Fasteners
` Fastener choices
Use aluminum,galvanized steel,or other corrosion-resistant nails,staples,or screws when installing vinyl siding.
Aluminum trim pieces require aluminum or stainless steel fasteners.All fasteners must be able to penetrate not less than
3/4"into framing or furring.Review your local building codes for variations that may apply to specific geographic areas
Bails
Nail heads should be 5/16"minimum in diameter.Shank should be 1/8"in diameter.
/8"min
I 5/16"min.
T
Screw fasteners
Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl
siding panel on the wall.Screws must be centered in the slot with a minimum 1/32"space between the screw head and
the vinyl.Screws must be able to penetrate not less than 3/4"into framing or furring and should be:
• Size#8,truss head or pan,head.
•Corrosion-resistant,self-tapping sheet metal type.
3/4--- 3/4"—� - 3/4"—�
Fastener Fastener ` ' `` - ` Fastener
Vinyl siding '_'_' ` , Vinyl siding
Vinyl siding
Wood lap
siding
Wood Wood Concrete - -,
Framing Framing Fanfold + +; or blocks
underlayment ,
Furring strip
Sheating - �. (3/4"min.)
Original -
sheating
New construction Residing Over concrete or blocs
Staples
If staples are being used instead of nails or screws,they must:
• Not be less than 16-gauge semi-flattened to an.elliptical cross-section.
• Penetrate not less than 3/4"into framing or furring.
• Be wide enough in the crown to allow free movement'of the siding
(1/32"away from the nailing hem).
Use of staples when'installing siding
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� F� � � z�`.� r u`�.�-{+ ��.h�� _,"� �' .. `'�c �C,>�} -`�'�-�r i. �¢ }, a .t'ns•" �3 �� �{ �- .��}° � 4�-s�'�-�t t�'+C� '�r� - .
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Terms to know
Backerboard—a flat material used on the face of the house,applied between the studs and the siding
(or over existing wall surface),to provide an even surface for installing vinyl siding.
Buttlock—the bottom edge of a siding or soffit panel,or accessory piece,opposite the nailing slots,which locks
onto to the preceding panel.
Channel—the area of the accessory trim or corner post where siding or soffit panels are inserted.Channels also
refer to the trim itself,and are named for the letters of the alphabet they resemble(e.g.,J-channel, F-channel,etc.).
Course—a row of panels,one panel wide,running the length of the house from one side to the other,or,in the case
of vertical siding,from top to bottom.
H-channel—a siding accessory that joins two soffit panels,or used as transition between two siding sections.
Face—refers to the side of a siding or soffit panel that is showing once the panel has been installed.
Face-nailing—the action of fastening directly onto the"face"side of a panel(instead of using the nail hem slot).
This practice is generally not used in siding installation.
Fascia—the trim covering the ends of roof rafters and gables.
Fascia board—a board attached to the ends of the rafters and gables between the roofing material and the soffit
overhang.Fascia cap is the covering around that board.
Flashing—a thin,flat material,usually aluminum,positioned under or behind J-channels,corner posts,windows,
etc.,to keep draining water from penetrating the home.Flashing is also used around the windows and doors.
Furring/Furring strip—usually a 1"x 2"wood strip used to even a surface in preparation for installing vinyl siding.
To"fur"a surface means to apply these strips.
Lap—to overlap the ends of two siding panels or accessory pieces to allow for expansion and contraction.
Tab—the raised"ears" on a siding panel,created by a snap lock punch,which can be used to lock a siding panel
into place when the nailing hem has been removed.
Miter—to make a diagonal cut,beveled to a specific angle(usually 45').Sometimes miter cuts are made into an
overlapping siding or soffit panel surface,to provide a neater appearance. .
Nailing hem—the section of siding or accessories where the nailing slots are located.
Plumb—a position or measurement that is truly and exactly vertical,90'from a level surface.
Rake(roof)—the inclined,usually projecting edge of a sloping roof. Rake(wall)—the board
or molding placed along the sloping sides of a gable to cover the ends of the siding.
Scoring—running a utility knife blade,a sharpened awl,scoring tool,or other sharp
implement across a soffit or siding panel face without cutting all the way through the
panel.This weakens the vinyl surface in a specific area and allows the panel to be bent
and broken off cleanly.
Sealant—any of a variety of compounds used to fill or seal joints in wood,metal,
masonry,vinyl,and other materials.
Shim—a building material used to even a surface prior to installing vinyl siding.
Soffit—material used to enclose the horizontal underside of an eave,cornice,or a"
overhang.Soffit is designed to be installed lengthwise from wall to fascia. -'--.�
Starter trim—an accessory applied directly to the surface of the building and used to
secure the first course of siding to the home.
Square—a square represents an area of 10'by 10'(100 sq.ft.)and is generally
the term used in the industry v when referring to the quantity of siding.Vinyl siding is
measured in squares,i.e.:this house requires 20 squares of siding.
Underlayment/Underlayment board—weather resistant material placed under vinyl {
siding panels. >...,_
Undersill trim—a piece of trim used any time the top lock has been removed from the
siding,to secure a siding panel: Siding description
Weep holes—openings cut into siding or accessories to allow for water runoff. .
Window/door drip cap—an accessory installed with veriical.siding to ensure.that water
drips away from panels and does not infiltrate them.
Outside and inside corner posts—Corner posts are used to provide a finished edge at an inside cr outside
corner.The siding from adjoining walls fits neatly into the inside or outside corner post channels.Appropriate
widths of channel openings are available to accommodate various configurations of .siding
J
CONTRACTOR:Master Craft Alurninurn -
DESIGN CRITERIA: ( ,A gca 1LC dc,.Remm�tmm.and gmndarm `ir y' 1\ \`
I.The Seh Edition(2014)Florida Buiding Cade,specifically Chapter 16 Stmeruml Design, {l �� '✓/p�i�
Chapter 20 Aluminum,and Chapter 23 Wood. ( I '_;a .�{y ,� ` '.,•lJ�i
2.AA ASM35 end gpeciticetions Im Aluminum Strait-,Pert 1-Aoflhe AluminaDesign •({�;:;(;,'.,.; -,:'ci '; 1 l �; �•
Manual prepared by The Aluminum Association,Ira.Washington,DC,2005 Edition m 1 tL -
3.ASCE 7-10. - _ o O C ; !3
UN,
Wind Loads U _11. .r �'Q O•z '
1.Building0ccupancy Category,Paragraph 1604.5 and Table 1604.5: Rbk Cateeary t. Z
2.Basic Wind Speed,Table 1609C,Satre of Florida Debris Region&Basic Wiud Speed, ¢� mQ �•.
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Belie Wind Speed: 3 X O oo g Fp�TE11Ef�pp Al'fACNhI iS-,�o .....�•
Vmx^140MPH.Vsso=108MPH as required by local Jurisdiction IL K F IL
3.Exposure Category,Pamgraph16094.3:Exnorar,B g U [7 a of E i/ .
4.Building Category far Aluminum SWcpues,Paragraph 2002.6: - O Z O // R \�
Cnte¢ory TYPE 1:Wood Shed:Non•Nebllable.Unconditioned AAETHEAESP4NS16111n Pde P�LI\`
m 4 7 N UROiF"M
Foundation Design
New Type.'4" rd.lble Concrete Slab•8"x 8"w/(1185 Cone.based
a lea l I b o aX�(' N }}I ❑
3""chairs and peured w/2,500 P51 concrete.The famdatam are bated on minimum
roil bearing pressure of1,500 PsL L� 4 C [7y
RoofTvae d Ld 1 3
1.Roof Type:MONOSLOPE _ �• n 2.RoofMatedal:J"x 48^x 0.024"campmlte panel Elite 2000,1.0 density foam Florida q-E C ti lCCuu
W
Product Aonrovel Number FL 7561-IU. 3X3XO.093 a
Specmeafims POST ix p a
The followilu m exng specification are applicable to this project: Z Z a
1.AO work shall be in accordance with the Sth Edition(2014)Florida Building Code,and any g
other applicable local codes and regulations. 2X MB d
2.Aminutrusions shall be 6005 TS Alloy.Due to quality commil issues,no 4TH WALL
man W d d
ufrenscr substitution is acceptable without the specific written,signed and relied
authorization ofSummst Aluminum Engineering,LLC. q-2
3.Screen Material:Design based an19(14 or 20/20 Better View.Any other material must be o- 3r'X48"X0.024 a
approved. O 1 i 1.0 DENSITY FOAM 2
4.Fnstenem are required to be corrosion reristant,minimum SAE Orade2or betteranc plated tO OD 1, COMPOSITE PANEL 2X4
to ASTM B633,or stainless steel series"30W.
5.A11 S.lfMating Beam Scotian-tobestitehed witheilher814acrews6"0omendsend 16" O.C.
zUn
24"ceptectp centerorNl2 scrcws6°from ends and l2"anterto centeL MAX• Ja
6.Door location shall be determined by conk m,in the field. �
7.Where concrete specification are required,whether in the screen enclosure scope or not,by Q_Z
on or room regulatory agency,the following specifications are applicable: /r
L an
a Concrete shall conlbrm to ASTM C94 forth.following components: 3 E.
i,Portend CemeurType l;ASTM C 150 ' • LE R
ii.Aggregates-Large Aggragme 3/4"max-ASTMC33 ,�.. ',�. TI"ESE PLANS AND ALL PROPOSED WOAD �W�a��
ill. AirentraiNogil-1%-ASTMC260 11'-0' 7,-11„ O W DR '
ARE SUBJECT T®ANY CORRECTIONS v?
,'Chan otablegatent-ASTM C494
v.Clem Potable water 8'-0"
vL Oweradmixtures not p.rmitted iREQUIRED BY FIELD INSPECTORS THAT CAw .
b.Metal accessories shall confamr to:
t.ReirdomingBera-ASTMA615,grade60 G';pa.:RPNpA9Ypg�Ep�NE�C�(ESSrAgRY:INORDtPERgT®:��"��'•
ff.Welded wire fabric-ASTMAISS '6rAlp1!'/.Y,IIJI I I�dVLI.APPLICABLE CGfD�r�:' 3
.Concrete slump at discharge chute not less then 3"or more Mari V.Water added L__.,i__.-._.___H.w____�.__. _.DE ..
after hatching is not permitted
d.Prepare and place concrete per American Concrete Institute Manuel of5tandard
Practice,Parts 1,2,and 3 including hot weather recommendation.
a.Moist cure a,potyethylene curing permitted z
f.Prior to placing com mete,treat the entire subsurface area for termites in compliance
wo FBC.
g.Concrete shall he placed over a polyethylene vapor homier. yS
h.bAll ammininumcoorepo.a embedded within concrete shall be coated with a COMPONENTS & CLADDING - ASD � 3�F,TTNC-T)WIS,
her and
have
- DESIGN PRESSURES FOR WINDOWS DOORS; _ ST.LItC 'FV 1rjy.;,VCE in ac
8.All torahs and plywood shall have grade marks and treatment identification and Shall /
conform to the following +21.2 PSF / -28.3 PSF 01 Rp;VFF.\}LI 1�0itC QuU
a Framing lumber shall be minimum no.2 southern yellow pine and have a maximum F1 F:tr11.�1 L
moisnue content of IS%.
b.Pressure meatrnenu shall be osmmelta,osmosa k-33,womanselu or celcure,m DA•I C -- 1�iTTON JO W o In w
recommended for thee me condition.Pressure treated lumbershall In impregnated 1
with a coo salt treatment in accordance with Es.tt-w-571 and bear the American LAni5 isr!(;'[i `Ii.1.FiE?{jhFJ: Q OJ~
Wood Preservatives institute quality mark 1p-2. C=' L-NEE - � <OQ u�ms 0
c.Wall Sheathing:APA rated Sheathing,thickness as indicated,Exposure I.
CL 2ma�i
d.Aluminum members that are uncoated shall be separated from PT lumber by 30N felt DRAWN BY
paper,10 and polyethylene sheet or equivalent material. d9
9.Contractor shall provide Florida Product Approval iafomntiun m to the exact window being TP
utilized Cor ids p-04 including rrmnufacturera sPeeifim0on,and instalf.d.mebods far >::•;•i; DATE DRAWN
anchoring the submitted windows to Aluminum members and specific sizes n indicated on
A-1. 02/14/17
10. Calm om;shall provide any a additional braking and anchors,m required by me window REVISION
m-I-Com ecto recommended procedures,
A-2
11. All glens panels within 24"of.do.pening,hall be oftempered glass per
FBC-R308.4
12. All Oohing and weatherproofing shell be provided by the contractor. '
13. Use ofthese plans acknowledges and accepts a limit ofliabgity not toexceed design and
engineering fee. SHEET No;
A-1
\\\ 111111111Y�/ '
11
O L ys _0
' PROF S�'OINAI.SEAL\O\\\\. y
G
C ry
W gd
W MIN a
Z Z' i
a
z o a
- - W
1/2112-MIN (4)1/4"DIA X 6'LAG C
COMPOSITEROOF SCREWS G P.
W/NEOPRENE WASHERS
PER PANEL C
(2)2X4 TOP PLATE Q
12'OVERHANG MNC I'— $$yQy{Wy 3 gg
LLI
HEADER SCHEDULE HEADER SCHEDULE SEE HEADER SCHEDULE Q LLI�G F
PENIND HFAOEB 1. Z K F �
UP TU BV' Rx•a0• PENIND HEADER BILE (,�
xs•rDs�• R)Yaa• Pro xv R)rx B• VINYL APOR BARRIER
TY-VEPAPER(
B'S'TD es• z)Ya1P Bs•TO a'�• RI x'a a• VAPOR BARRIERP Z'APA ,]
e'.]To 1x'E' IA x'a tY B•.s'io B'a• RI x'a1a•' HOUSE WARP ON G2X4S N W .ILL
e'.]ro tza• R)x'a1r RATED SHEATHING2X48.Y. k
H 2.6 AT ALL STUDS NOTES FOR WALL SHEATHING: 3
1. 112"APA RATED SHEATHING L
TOP PLATE CONTINUOUS FROM BOTTOM OF
DOUBLE 2X BOTTOM PLATE TO TOP OF TOP
. F PLATE.SH
A EATHING IS PARTOFN1OTETSHEO N SHOWN ARE LOAD PATH TO GROUND.
2%4 HORIZONTALft
3-1&dx 5 EACH SIDE IN BASED ON A MIN SOIL BEARING 2. IF SHEATHING HAS HORIZONTAL F
SLOCKINGATEACH HEADER PRESSURE OF 1.500 PSF BREAK ITCANNOTBEUSEDAS N
SHEATHING SPLICE BEARING CAPACITY OF SOIL PART OF LOAD PATH-USE
(2)16d TOE NAILS SHALL BE VERIFIED BY LICENSED H2.5AT BOTTOM AND H.2 ATTOP LLI
CONTRACTOR PRIOR TO OF EACH STUD. U
EACH ENDHEADER PER SCHEDULE POURING CONCRETE.
2-0516 EAEND 2. SHALL HE FOUNDATION AREA NAIL PATTERN:2-2X4 STUDS MIN. 9HALL BE CLEARED OF DEBRIS Bd4"O.C.®EDGESAND ROOTS AND SHALL BEBd4"O.C.INFILL jEACH SIDE OF OPENING COMPACTED PRIOR TO
CSIB' PLACEMENT OF CONCRETE. 4 STUD
16d®24"O.C. 3. CONCRETE SHALL BE PER 2 16"O.0 W OSTAGGERED SPECIFICATIONS IN THE DESIGN ®18'O.C. Q SUMMARY. (1)2"x4"PT BOTTOM PLATE Iz O2X4 STUDS 01B"O.C. W13/B"x4"DIA.SCREW d mOLLL
ANCHOR
®4'o.0. DRAWN BY
H 2.5 AT ALL STUDSBOTTOM PLATE TP
SINGLE2XPT '• -��',',; GRADE
SIMPSON STRONG TIE SIMPSON STRONG TIE DATE DRAWN
LTT2oB LTT20B NEWMONOLITHICSLAB' t;� 02/14/17
REVISION
A-A TYPICAL WOOD FRAME WALL B4 DOOR SECTION S-1 TYPICAL WOOD FRAME WALL SECTION
A_n SCALE:NTB A-2 SCALE:NTS
L SHEET NO:
A-2
ALUMINUM MEMBERS DIMENSIONS
'+
HOLLOW SECTIONS 1 0%%
2 x2:2"x2"x 0046"
2x3:a"x3"xo.oso" IS. '' \�• " •'vie
2x4:2"x4"xo.asa
2 x 5:2"x 5"x 0.050"
OPEN BACK 3ECTI0N9 — coLL� O O•• �
1x2:1••x2'x 0.040'
< Ix3:1"x3•'z0.041" _ \ N'Z': O
SNAP SECTIONS FLASHING �N
2x2Snep:Vx2"x0.045•• •••GJ�:
2 XI Snep;2"x 3'•x 0,050" 3'COMPOSITE �i� ...•••''
2.4 Snap:2•'x4"x0 45" I I 3"x3"X O.O7P' ROOF PANEL
SELF MATING(SMB) I POST �- h`'S. 1; PROFES IIONALISSEALI
2x4SM8:2"x4"x 0.044"x 0.100"
2 x5 SMB:2"x5"x 0.050x0.100"
2 x6 SMB:2"x5"x0.050'x0.120"
2.7 SMB:2'x7"x 0.057"It 0.120" (21318"DIA.CONCRETE
2 x 8 SMB:2'•x 8•'x 0.072"x 0.124•' SCREWANCHORS I - (4)#14X4"SMSWI 1 Q
(3"CONC.EMBED) E y' O
2 x 9 SMB:2"x 9"x 0.072"x 0.124" I I 3"x 3"x 1/3'EXTRUDED NEOPRENE FACED ui
O
2x 10 SMB:2"x 10"x0.092"x0.398 I I POST BASE WI(2)319' WASHER EA PANEL 1 B%I$TINGUILDING I I U La
OIA.THRU BOLTS I W 6 t gd
MINIMUM FASTENER EDGE DISTANCE:1/2" (3)3/B^CIA K
MINI MUM FASTENER SPACING:3/4" LL- I Z
THRU BOLTS O
CONCRETE SCREW ANCHOR: (, 4.
•,1 2"x 6"SMB I W O f py;
SIMPSON TITEN HID OR EQUIVALENT • d. Z 25i 3s
SHE ET METAL SCREWSfSMS): 0"x3-POST 1 I 2
TT1V/BUILDEX OR EQUIVALENT •. __
uJ
�j
//�� S COMP.R00F TO EOST(M 4THWALCDETAIL @
�6�3"x 3"POST TO CONCRETE CONNECTION DETAIL SCALE:NTS
A_2 SCALE:NTS A-Z Z M
��a
LLI
QZ�B
3
Ellg
Z Z
a) a
5.1109
wooD watt "
GRADE� 'a •. �!
2"x B"0 /11
SMB J.f/L"J\,\L\•✓ILIr�Jr— .
W O
05 CONT 31'OVERLAP8" AT JOINTS ON 3"CHAIRS QUTYPE IIMODERATE ELOPE FTG bW I.�..2:12-3:12 � Foc
NOTES FOR ALL FOUNDATION TYPES: � No1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE C coo 4 u.
OF 1,500 PSF.
NTO ALLLAGSCREW9 2 THESLABIFOUNDATIONSHALLBECLEAREDOFDEBRIS,ROOTSAND DRAWN BY
11Y2"X 21/B•X11/2"XB"X0. NTO WALL COMPACTED PRIOR TO PLACEMENT OF CONC.
ALUM RECEIVING CHAN 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A4. TP
W/(B)M74X 314'DEINTS BACHEAM 4. FIBER MESH MAYBE USED IN LIEU FOR WELDED WIRE MESH. DATE DRAWN
SIDE INTO BEAM 5. VAPOR BARRIER NEED NOTBE INSTALLEDFOR EXTERIOR NON-HABITABLE
CONCRETE FLAT WORK 02/14/17
• REVISION
S-I BEAM TO HOST STRUCTURE AIIACHMENT DETAIL - f
A-2 SCALE:NTS A TYPE II FOOTING
A-2 -
SHEET NO:
A-2