HomeMy WebLinkAbout17-18101 �
CITY OF ZEPHYRHILLS
5335-STH S'�REET
�sis)�so-oo20 ' 1 101
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
� PERMIT INFORMATION LOCATION.INFORMATION �
Permit#:18101 Issued: 1/27/2017 Address: 37220 NEUKOM AVE LOT 293
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Class of Work: ALUMINUM PACKAGE Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): $lock: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 52,000.00 Total Fees: 499.50 Subdivision: GRAND HORIZONS
Amount Paid: 499.50 Date Paid: 1/27/2017 Parcel Number: 34-25-21-0180-00000-2930
CONTRACTOR INFORMATION. " OWNER INFORMATION
Name: B & H CONSTRUCTION OF CENTRAL FL. Name: LINDA KARTES
Addr: 4025 MORRIS BRIDGE RD Address: 37220 NEUKOM AVE LOT 293
ZEPHYRHILLS, FL 33543 ZEPHYRHILLS FL 33543-5056
Phone: (813)782-1064 Lic: Phone: 352-521-0933
Work Desc: 14 X 62 GARAGE/SIDEWALK/DRIVEWAY & STEPS
APPLICATION FEES
BUILDING FEE 439.50 E E TRICAL FEE 60.00
�
�j�I�
V
�
� � � 1 s ections Re uired
FOOTER FINAL
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
� local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"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,consuft with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications and Must Accompany Application.All work shall be pertormed in accordance
with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTORS SIGNATURE PERMIT OFFI
� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Departi.�ent �
Date Received f �' � � phone Contact for Permittin f)/� �v� —/�
Owners Name Grand Horizon Homes LLC Owner Phone Number
Owners Address 025 Morris Bridge Road,Zephy�hills,FL 3354 owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Slmple Titleholder Address
JOBADDRESS 37220 Neukom Avenue,Ze h rhills,FL 33541 �or# 321
SUBDIVISION Grand Horizons-Phase Four ppRCEL ID# 3425-21-0180-00000-2930
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK 14x62 Garage,Sidewalk,Driveway&Steps
BUILDING SIZE SQ FOOTAGE 668 HEIGHT 1Z�
�BUILDING $ VALUATION OF TOTAL CONSTRUCTION
$51,500.00
�ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
soo.00
' QPLUMBING $
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �I ��D �
QGAS - Q ROOFING--Q ---SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
n
BUILDER 7��1 � _ /��� � COMPANY B&H Construction of Central Florida,Inc.
SIGNATURE LfX�e� �� REGISTERED Y/ N FEE CURRE� Y/N
Address 4025 Morris Bridge Road,Zephyrhills,FL 33543 License# CBC057782
ELECTRICIAN �rj�� � � � COMPANY James O.Morton Electric
SIGNATURE � I REGISTERED Y! N FEE CURREA Y/N
Address 36906 Eiland Blvd.,Ze h rhills,FL 33542 License# ER000244
PLUMBER COMPANY
� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEECURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEECURREA Y/N
Address License# '
IIIIIIIIIItllllltllllllllllllllllllllllllllllllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new consWction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence instalied,
Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
««PROPERTY SURVEY required for all NEW construction.
Dfrectlons:•
Fill out application completely.
i Owner B ConVactor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (AIC upgrades over 57500)
" Agent(for the conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authoriang same
OVER THE COUNTER PERMIT7ING (copy of contract required) '
Reroofs'rf shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of ____ _ __ ___ _
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the appiicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
Protection Guide"prepared bythe Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owne�'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT� I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalis,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill wili not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR�P �4 Pl�
Subscribed and swom to(or affirmed)before me this Sub cribe and sworn tg or ffiimed) efore r�e this
by o� � by 6 �[ r//JC
Who is/are personally known to me or has/have produced o is/re personally know me or has/have produced
as identification. as identification.
II Notary Public Notary Public
- Commission No. Commission N .
�"„'" � CANT
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Name of Notary typed,printed or stamped Name of Notary typgd;°{�rin d'dbSta�n��rnission#FF 13C253
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�t�pt,;1831165 Ree: 10.00
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NOTICE OF COMMENCEMENT 01/20/2017 K. D. K. , Dp�v C lerk
Permit No. Tax Folio No. a y^a S o�f-d f.��'�
�o-a-93°
THE UNDERSIGNED hereby gives notice that impmvaments will be made to certain rcal property,and in accordance with Section 7]3.13 of the Florida Statutes the
following information is provided in this NOTICE OF COMMEIJCEMENT
l.Description of property((egal, 'I G
descrip(ian) 3 y'��� a'����p 0—o ooq�-�9 8 a
a)Street pob)Address: a 7a.�o ��y /j�yh pyt•. Ze�p��.���JS � FL �
2.General description of improvements:
G�� , s;d�,.�.�.�, -��:��, +S�ps
3.Owner Information
a)Name and address: �C Q� /t�Y��� �mG33 �G� yoas rr�a-n� � c�S d Z ��/��f%L
b) Name and address of fee simple titleholder(if otlier than owner): ��_
c) Interest in property:
4. ContractorinfortnaHon
� a)Nameandaddress: (�fCq � ,[�j��c�7n�1KL.£G'!'(Oh� Noa,s �Io���s ���P l�if, zP_n_�. ���,// �-(�
b) Telephone No.. �6t3' $a'��D�O� Fax No.C�p�•) �/c�' 7/-������� —�`_-�~•+$
5. Su�ery Information
a) Name and address:
b) Amount of Bond
c)Telephone No.. Fax No.(Opt.)
6. I.ender
a)Name and address: Phone No.:
7 ldentiry of person within the State of Florida designated by owner upon whom notices or other documenls may be served:
a)Name and address:
b) Telephone No.: Fax No.(Opt.)
8. In addition to himself,owner designa[es the following person to receive a copy of the Lien Notice as provided in Section 713.13(1)(b),Florida Statutes:
a)Name and address:
b) Telephone No.:
9. Expiration date of Notice of Commencement(the e�cpiration date is one year from the date of recording untess a different date is specified):
WARNING TO OWNER; ANY PAYMENTS MADE E3Y THE OWNER AFI'ER THE EXPIRAT[ON OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAP'CER 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 F1RST INSPECTION.IF YOU INTEND TO OBTAIN F[NANCING,CONSULT YOUR ENDER OR AN ATTORNEY BEFORE COMMENCING
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
STA'INOFF1�RmA (�J / /
COlJN7Y0F� �10. L/ sigieuveorUwaQOwn�sAwhaized09ica/U'vedodPormvlMmiagc
� � PrintName
The foregoing inswment was acknowledged before me this� day of�,20��,by ��h� (�..- q�j��$
as type of authority,e.g,oflicer,Wstcc,attorney in fact for
(namc of party on behalf of whom instrument was executed)
Personally Known OR Produced Identification Notary Signature
Type of Identification Produced Name(Print) C�G.,� f
Verification pursuant to Section 92.525,Florida Statutes,under penalties of pery'ury,I declare that 1 have read the foregoing and that thc facu stated in it are truc to the
best of my knowledge and belief.
.:�'."' Signatu ofNatural Person Signing(in line N10)Above
::�.•• .:`�:-;
� ':�: Cc,mmission#FF 13G253
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�W' "PRULA 5 0'NEIL,Ph D PASCO CLERK 6 COMPTROLLER
01/20/201Z n��m PG 51,�
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�" � ;�e,�;��<Y � UE AND CORRECT C9PY�F TM�1]Q�UM�NT
�� ��b"�~ F1LE C}R OF PUBI.IC RECf�RD IN 1'�llS QFFlG�
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� � � �"��$S70 � PAULA S.O'NEIL, CLERK&CQ R�}i���-
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'�'�'t�� BY DEPU�Y�I���IS ;�_..
4025 Morris Brldge Road i
Master02-16-15 �p�����
Y.�Z
�'.� ;�.�� �on�s�-782-1os4 Grand Harizons
s v��n� a:mn. c.snn. `� ` F87C 81371S65S5
CGIN'' TRUCTION Ta,F��8�.�4�6
FREE ESTIMATES Qf�,a��Q����� �.������n�.� ESTIMATE
**LICENSED"`BONDED*INSURED*SKIRTING*STEPS*R.00M ADDTl`IONS *ALU1bIINLJM*CONCRETE*LANDSCAPING**
Lot#: 233 Client: Linda Kartes- 14x62 Garage Revision 1 Date: 10/5/16
Address: 3?226 Neukorn Avenue Coun : PaSCo
Signature: GLASS ROt�M WALLS
Signature: �� Walls + + + = o L/F x $o.00
Date Signad: R System Insutated y x^= o Sq.Ft. x $3.52 �o.00
Date Signed. .030 Elite Pane]s Hand Railing L/F $24.01 $o.00
Fax to 823-715-65$5 for eugineearing S#ep Raiiing EA x $200A2 $o.00
Aluminum roofs include:Pans,Trim,Gutter,Dpwnspouts,3x3 Posts&Flashing Maxi Railing L/F x $31.54 $0.00
ElitePanels 16 X 15 X 4 = 96o Sq.Ft. x $10.75 $Iq320.00 MaXi Step Railing a EA X $142AI $568.04
x x = o Sq.Fc. x $o.oq Garage Door........... �a x � � EA x S1,o75.00 Si,o75.00
x_x_= o Sq.Ft. x $oA0 Gazage Door Header �x` � EA x $254.00 �2s4.00
x_x_= o Sq.Ft x $o.00 Garage Door Opener x z EA x $350.00 $�oo.00
Valance............................ �z L/F x $7.19 $51�.68 Garage Door 6 x � i EA x $�2s.od $925.OQ
Gutter on Home.................. s� LIF x $fi.4d $s2a.oa ALUMIlvUM TOTAL $25,334.18
Beam Work i x $159.54 $159,54 CONCRETE AND BRICK WORK
2x4 SM Beam..................... LIF x $6.38 $0.04 Gara e ia x 6z = s6s Sq.Ft. x $4.35 �3,77s.so
2x6 SM Beam..................... io L/F x $9.23 $92.30 Street Sidewallc aa X 3 = 126 Sq.Ft. x $4.35 $548.10
2x7 SM Beam..................... az I.,lF x $9.74 $aa9.os x^= o Sq.Ft. x $�F,35 �a.ao
2x8 SM Beam..................... L/F x $13.22 $o.00 x�= o Sq.Ft. x $4.35 �o.00
2x9 SM Beam..................... L/F x $16.45 $o.00 Side Watk............., a x za = ss Sq.Ft. x $4.35 �417.60
2x10 SM Beam.................... L/F x $25.73 $0.00 Driveway............... z3 x �z = z�6 Sq.Ft. x $4.35 $1,200.60
Carport Gable Framing.......... _ x $107.35 $o.00 Driveway 6"Thick e x iz = n Sq.Ft. x $6.24 �449.2s
SCREEN ROOM WALLS Driveway F2air......... xi= o Sq.Ft. x $4.35 $o.oa
Lap KP s.e + is +_+_= zo.e L/F x $4'7.33 �975.00 Driveway Flair 6"Thick^xi= o Sq.Ft. x $6.24 $o.00
w�.,�,.�+ + + = o L1F x $49.42 �o.00 Raised Utility................ 1 112" 4" x $3b.62 $o.oa
Screen Door.... .... .... � EA x $112.60 $1i2.50 Raised Patio(6 C Max) x = o Sq.Ft. x $15.65 $o.00
Gable Fill one Side............... L!F x $25.42 $o.00 Over 6 Course Ma�c ^x�= a L1F x $4.93 $o.00
Fan Beam(not wired)............ _ EA x $83.71 $o.00 Footer 8x12 Reinforoed.. .... L/F x $7.96 So.00
Footer I2x12 Reinforced........... go L1F x $11.02 $�92.80
UTILITY R40M WALLS Brick Skirting Footer.................. >>s L/F x $6.25 $�18.75
PT Walls + + + = o L/F x $66.56 $o.00 Vinyl Skirting Footer.................. EA x $8.08 $o.00
Shed doar ` � EA x $350.d0 $a.00 i Tread Step......................... 6 EA x $155.00 $930.00
Single Window(Extra)24 x 27 a EA x $92.30 �1ea.6o 4x4 Stoop(6 Course Max Height) EA x $500.00 $O.00
Large Windaw......36 x 53 � EA x $133.2b $0.00 Stoop aver{6}Courses x = a L/F x $4.93 $O.00
Bug Shield......................... � L/F x $7.92 $o.00 Fill Dirt..................... .... a I,oads x $2d5.00 $2,120.00
Double Shed Doors.............. EA $906.46 $o.aa Split Brick Air- L1F � Caurses x $3.65 $o.00
2x6 waus �a + ez + �a +_= 90 L/F x $70.37 $6,333.30 Split Brick Solid >>s L/F � �o Courses x $4.25 �t,8s7.so
MISCELLANEOUS � Prstreat.................................... ........... $182.50 $�82.so
Vinyl Skirting....................... L/F x $12.00 $o.00 $o.00
Stub Wall........................... 6z LF x $]O.QO �620.00 �qpfl
Firewail.............................. i EA x $2,400.00 �2,400.0o Add on er castomer $10,000.00 $10,000.00
$164.00 ��6a.00 $a.pQ
${}.00 $0.00
$o.00 caNCRE'TE $26,221.93
$4.40 NOTE: According to the FL ALtJIVIINUM $26,334.1$
$o.00 Building Code,a crack is not PERMIT $1,016.00
$a.ao a stnictwal problem untii it TAX $3,192.42
+-. $o.00 reaches 1/4"in width. TOTAL $56,764.53
'� $a.aa
_ All workmanship aud materials are guaranteed for one year. A FINANCE CHARGE OF 1.5%per moqth wi114e accessed on all onpald scconnts in arrears.
APIN[lAL PERCENTAGE RATE of 18%plus attorney's fees ii necessary to coitect. ESTIMATES t1RE ONLY GOQD F4R 3Q DAYS.
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City of Zephyrhills .
BUILDING PL.AN REVIEW COMMENTS
Contractor/Homeowner: ,(� � �`/ �?"�!7�S'1 f ����'
Date Received: r— c�� — ��
site: ��v�r�� /�r°Ur�"�r?'�_,�'�.
Pernut Type. / a� ��� ��'I�.°�� � `S��''
Approved w/no cc)rnments: � Approved withe below camments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the pe�nit andlor plans. I
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Kalvin Swi Plans Examiner Date Contractor andlor Homeowner
{Recluired when comments az�e present)
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December 23,2016
Re.: Attachment Beam(Host Beam)Verification:
Serial Number: 34,645
To whom it may concern;
The above listed Jacobsen manufactured home will be constructed with a structural attachment beam,
or "host beam". The host beam design and the home plans are both approved in accordance with the
requirements of the Federal Manufactured Home Construction and Safetv Standards commonly referred
to as the "HUD Code". The design of this host beam allows an attachment (typically sheds, carports,
screens rooms, etc...J to be made directly to the included structural member in lieu of the typically
required "fourth wall construction". Please refer to a serialized floor plan to verify the location of the I
I host beam. I
This manufactured home is required to be set-up or installed, on-site, in accordance with the Jacobsen
Homes "Set-Up Manual" and it's "Addendum". Please specifically refer to page SU-01-0008, which
includes site requirements that must be followed in order to attach a structure to the host beam
provided. This page also has the maximum sizes allowed for any attached structure along with the
requirements for perimeter blocking along the entire sidewall area where the host beam is installed.
All site installed structures shall be designed by a Professional Engineer (PE) registered in the State of I
Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ). The design shall comply with all
applicable sections of the Florida Building Code that is in effect during the time of the construction of
the addition. All attachment designs and construction are by others, not Jacobsen Homes. Any site
installed structures shall be subject to permitting,plan review,and in"spection(s)by the LAHJ.
If I can be of further assistance,please feel free to call me at 727-726-1138.
Sincerely,
� � ��� � -
�
��
Craig Young
Director of Engineering
Jacobsen Homes
' File
600 Packard Court,Safety Harbor,FL 34695
Telephone:727-726-1138 Fax:727-726-7019
National:800-843-1559 In Florida:800-282-5389
www.iachomes.com
1
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December 23,2016
Re.: Attachment Beam (Host Beam)Verification:
Serial Number: 34,645
To whom it may concern;
The above listed Jacobsen manufactured home will be constructed with a structural attachment beam,
or "host beam". The host beam design and the home plans are both approved in accordance with the
requirements of the Federal Manu�'actured Home Construction and Safetv Standards commonly referred
to as the "HUD Code". The design of this host beam allows an attachment (typically sheds, carports,
screens rooms, etc...) to be made directly to the included structural member in lieu of the typically
required "fourth wall construction". Please refer to a serialized floor plan to verify the location of the
host beam.
This manufactured home is required to be set-up or installed, on-site, in accordance with the Jacobsen
Homes "Set-Up Manual" and it's "Addendum". Please specifically refer to page SU-01-0008, which
includes site requirements that must be followed in order to attach a structure to the host beam
provided. This page also has the maximum sizes allowed for any attached structure along with the
requirements for perimeter blocking along the entire sidewall area where the host beam is installed.
All site installed structures shall be designed by a Professional Engineer (PE) registered in the State of
Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ). The design shall comply with all
applicable sections of the Florida Buildina Code that is in effect during the time of the construction of
the addition. All attachment designs and construction are by others, not Jacobsen Homes. Any site
installed structures shall be subject to permitting,plan review,and inspection(s)by the LAHJ.
If I can be of further assistance,please feel free to call me at 727-726-1138.
Sincerely,
��� � -
� � -
�
Craig Young
Director of Engineering
Jacobsen Homes
File
600 Packard Court,Safety Harbor,FL 34695 �
Telephone:727-726-1138 Fax:727-726-7019
National:800-843-1559 In Florida:800-282-5389
www.iachomes.com
�
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Comments
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Produd ManuFacturer Style Crest Inc.
Address/Phone/Emall 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.pope�styleaest.net
Authorized Slpnature Lewls Pope
lewis.pope�stylecrest.net
Technicel Representetive Lew�Pope
Address/Phone/Emall 600 Hagerly Drive
Fremont,OH 4342D
' (419)333-5835 I
lewis.popef�stylecrnstnet i
Quallty Assurance Representative Lewis Pope I
Address/Phone/Email 600 Hagerty Rr
Fremont,OH 43420
Iew�is.pope�poly-foa m.com
Cabegory Panel Walis
Subptegory Siding
Compliance Method Evaluatlon Report from a Florlda Reglstered Ardiltect or a Licensed
Florida Professlonai Engineer
� Evaluallon Report-Nardcopy Received
Floqda Engin�r or Arcli�ted Name who developed Eric].Tom�s P.E.
tlie Evaluatlon Report
Florida License PE6357.1
Quality Assurence EnGty Archibecbural Testlng,[nc �
Quafity Assurance Contract Expiratlan Date 12/31/2018
Valldated By William R.Helden III,P.E.
C Valldatlon Chedclist-Hardcopy Recelved
Certlflcate af Independence FI127_31 R2 CQI E7T COI.o��
Re[erenced Standard and Year(of Standarci) StandaM vear
ASTM D3679 2009
Equlvalence af Product Standards
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Date 5ubmitYed 07/22/2015 �I
Date Valldated 08/30/2015 �
Date Pending FBC Approval 09/O6/2015
Date Approved 10/16/2015
Summa oi Produet8
Fl.# Modtl,Numb�r or N�me Description
12231.1 Falrfletd,Alpine Rldge and D4,DL4,DS and DLS ConBgurottons
Ridgevfew Vrryl Siding
Limlts of uao Installation Instruetio�
Approved for use in HVHZ:No Fu22�i R2 II Inskaliation Instructlons Attachment Detalls
Approved for use octtside HVHZ:Yes �5�15-08-21.odf
Impact ReslstaM:No FL12231 R2 II Vinyl Siding Installatlon,2011.odf
Deeipn Pressura+N/A/-59 VeriBed ey:NTA,Inc.
Other.Design pressure vari�s based on the In�allaUon Created by Independent Third Party:Yes
rnettwd.Please refer to the evaluatlon report for the proper Etiraluation Reporte
design pressure based on the installatlon. F112231 R2 AE Evaluallon Re,pert STCiiiili-B 2015-08-
19 Seaied.odf
i Creat�by Independerd Thlyd Party:Yes
I 12231.2 Harbour Crest,Splegel G�ove, D4,DL4,DL4.5,D5,DI5 and T3.33 Configurations
Addfson Nelghts,and Sawmlli Vinyl
Slding
Llmlts of Use Installation Instructions
Approved for uae In HVHZ�No FL12231 R2 II Instal{adon Instructions At�chment Details
Approved for use outelde HKHZ:Yes �015-oe-2l.odf
Impact Reslstanti No EL12231 R2 II Vlnvl Sidlna Instaliatlon 2011.odf
I Destpn Preceure:+N/A/-74 Verlfled ey:NTA,Inc.
Other:Desfgn pressure varies bas�on the Installallon Created by IndependentThird Party:Yes
method.Please refer to the evaluetlon report for the proper Evaluatinn Reports
design pressvre based on qie Inskallation. F7!Z231 R? AE Eval�allon Reoort GTCliii 1i-8 2015-OB-
19 Sealed.ocff
Created by Independent Third Party:Yes
12231.3 Oak Harbor,Bristol Bay and Town D4,DL4,DL4.5,D5,OL5 Conflguratlons
Square Vinyi Sfding
Limits ot Use Installatlon Instructions
Appro�red for use in HVHZ:No FL12231 ft2 fI Instailation Instructlons Attachment Deral[c
Approved for use outmide HVHZc Yes 2015-08-21.odf
Impact Resistant:NO FL12231 R2 II Vlnvl Sldlnq Installatlon 2011.odf '
' Desipn Pressures+N/A/-59 VeriFled By:NTA,In�.
Other�Design pressure varles based on the Installation Creatad by Independent Third Party:Yes
method.Piease refer to the evaluatlan repart for the proper Evaluatlon Reportg
deslgn pressure basEd on the InstallaGon. FL12231 R2 AE Eval�ation Re2ort STCiii111-8 20]s-DB-
19 Sealed.odF I
Created by Independent Thlyd Party:Yes
12231.4 Pro Prlde DL4.5 Cnnflguratioris
Limits of Use Installatlon in9truetlons �I
ApprovGd f0�us¢In HVHZo No FLSZ231 R2 11 Installation InS¢�,lctions Attachment Detallc I
Apprared for uae outside FIVN2:Yes 20I5- a-21.udf
Intpaet R�eismn�No R32231 R2 II Vinvt Sidlna Installatlon 2011.odf
Deeign Preseure:+N/A/-76 Verified By:NTA,Inc.
Othere Deslgn pressure vaNes based an the fnstallatlon Created by Independe�t Thlyd Party:Yes
method.Please refer to the evaluation report for thfl proper Eveluetion Reporte
deslgn pressure based on the InsbElatlOn. FL72231 R2 AE_Evaluadon Reoort STCISili i-S 20�S-OB-
79 Sealed.odF
Creeted by IndependentThlyd Party:Yes
12231.5 Prospan Premlum,Dura Span and T4,DS Configurations
Ploneer Vlnyl Siding
' Limits of Uee Installatlon IneKuctbns
Approved for uae in HVHZ:No �L�731 R2 II Installatlon In�huctions Attachment Detall=_
Approved for use outBide FiVHZ:Yes 2015-08-21.odf
ZmpaCt ReSiEtaltt:NO FLL2231 R2 II Vinvl Sidlna Instaflation 2011,odf
Dealgn Pressure:+WA/-37 VeriBed By:NTA,Inc.
Dther.Deslgn pressure varies based on the InstallaUon Created by IndependentThlyd Parly:Yes
method.Please refer to the evaluatlon report Tor the proper �valuation Reports
deslgn pressure based on the InstallaUon. FL12231 R2 AE Evaluatlon Reoort SfC111]11-8 Z015-08-
J
19 Sealed.odf
Created by SndependentThlyd Party:Yes
122?1,6 Select Series Beaded Siding and Beaded 6.5 Conflguratlon
Lexington Series Beaded Ynyl
Slding
Limite of Use Insta!latlon Inatruetion�
Appraved for WO In NYHZ:No g12231 R2 II Installatlon Inssructions Attachment Details
Approved tar use outefde HYHY:Yes 2015-08-21.odf
Impaet Resls�t�No FI_1223f R2 II Vinvl Sidinq Instaliatlon 2011.�df
Design Pve6eure:+M/N-74 VeriFled By:NTA,Inc,
Other:Destgn pressure varies 6ased on the installaUon Created by I[ldependentThird Party:Yes
method.Please refe�to the evaluation report for the proper EvaluaHan Reporta
deslgn pressvre based on the Installatlon. FL12231 R2 AE Evaluatlon Reoort STC111111-8 2D35-08-
19 Sealed.edf
Created by Independent Third Party:Yes
12231.7 Select Series Board and Batten and Board and eatben Conftguratlon
Lexington Serles Board and Batten
Vinyl Slding
IJmits of Use Insbllation Inatruetlons
ApproMed for Use in HYHZ:No FL]2231 R2 II Installation Instructions Attachment Details
Approved for uae outside NVH2:Yes 201 -05 8_21•ndf
Impaet Resistant:No FL12231 R2 II Vinv1 Sldlna Installatlon 2011.odf
Design Preesure:+N/q/-50 VeHfled By:NTA,Inc.
Othe�:Design pr�ure varles based on the Installatfon Created by Independent Third Party:Yes
metltod.Please refer to the evaluatlon report for the proper Evaluation Reports
des3gn pressure based an the Installatlon. FL12231 R2 AE Evaluadon Reoort STC311111-8 2015-OB-
19 Sealed.odf
Created by IndependentThircl Party:Yes
12231.6 Timbermlll D4,57 ConflguraUon
Llmlta of Uoo Inst�llation Instructions
Approved for u�e in HVHZ:No FL12231 R2 fI Installation Instructlons A[tachment De ifs ,
Approved for use outside HVHZ�Yes aQ15-08-Zl.odf
Impact Reslstant:�Jo FL12231 R2 IZ Vinyl Si�iing Tnstaliattn�7�]ti.odf I
Deslpn Praesur@:+N/A/-72 Verified By:fJTA,Inc.
Other.Destgn pressure varies based on the Installatlon Creabed by Independent Third Party:Yes
method.Please refer to the evaluadon report for the proper Evafuatlon Reports
design pressure based on the Installation, �]2231 R2 AE Evaluatlon R�o STCf.11111-8 2D15-08-
19 Sealed�¢�
' Created by IndependentThird Party:Yes
12231.9 7lmbermill Log Cabin Panel Sfding Cabin Board(56.5)CanFlquratlon
Limits of Ueer instaqadon Instruetions
Approved tor uae in HVHZ:No FLiZ231 R2 II installation instructions Attachment Details
Approv�d tar use outgide HVHL•Yes 2015-08-21.odf
Impaet Re6iatant:No Q,12231 RZ II Vinvl Sidina�pstallation 2011.Zdf
Design Peeesure:+N/A/-100 Verffled 6y:NTA,Inc.
Otf�er.Design pressure vartes based on the Installatlon Creabed by Independent Third Party:Yrs
method.Please refer to the evaluadon report far the praper Evaluatlon Reports
deslgn pressure based on the installation. F�12231 R2 AE Ev�fuatlon ReQort STClli lll-8 2015-OB-
1,,�5ealed.odf
Created by IndependentThlyd Party:Yes
12231.10 Tlmbermlll Vertical Slding DS Conflguratlon
Limita of Use Tn�taliation InetrueGong
App�oved Tor use In HVHZ:No FLi2231 R2 II Installatlon Instructlons At�chment Detalls
Approved Tor use outside NVHZ:Yes 2035-O8-2i.odf
Impaet Resl�tet�No FL32231 R2 II Vfnvl Sidina ]nstallatlon 2011.odf
Desipn Pressurc:+N/A/-57 Verified By:NTA,Inc.
Other:10"oc into O56 sheathing Created by Independent Third Party;Yes
Evaluation Reports
FL12231 R2 AE EvaluatlonReoortS"fCililll-820]5-OS-
]9 Sealed.odf
Created by Indepandent Third Party:Yes
Beds Ne
Contad Ua::;A40 NoKh Monme StreeL 7allahassee FL 32399�r.ESn-4B7-iB24
The Sm�of Florlda Is an AWEEO employer.[onvNeht 2007-2013 State oF Florlda.::Privaev Stetement;:Aaes1681H Statemmt:;Refund STniement I
Under Florfda law,mwll addre�ses ere publie reoorda.If you do noc want your o-matl addrcs�rcleesed In reeponse m e publk-remNs requnt,da m!send electmnk
ma0 to th�rntRy.Insteed,wntaa Me oflke by phona or 6y tradefonal meL If you have airy quastlans,piease toMetC 650.487.1395.•vyrsuant m S�cflon 455.275
(1),flwida Smtut's,effective Octobv 3,2032,Ilcenaees Ilaneed uMer CAapter 455,F.S,must pIm�ICe tlie Department nith an emell 0ddress if tl�ey havB ona.The
emalls pmvidad mey be used for offir�l mmmunkatlon with tha licensee.Howev¢r emall addrcsse3 ere publk rcmrd.If you do not vois�to suppty a personel addmss,
pleeae pmvide Me Departne�rt wlth en miatl etlOrep whtch cen be+nade erallaCle to the publk.To det■rmine If you are e Ilcmcee under Chaptar455,F.S.,plaese
cl&�e.
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Installation Instructions: At�achxnent Details
Table 9:Alfowa6te Preaaures'�'
Su�atita Pressare'x(p8�
Addidonat Product TY?lcal ' �
Product Nam� #lames Prcfife Thickneas Natls StepFe�
�ti1
16"oe 12"o� s"oa 1 P'oc 8"oe
Pro Prlde — OL4.5 OA38 76 1A4 7� 160
d9 psf,t2`x fnto 05B
DuraSpan Prospan Premlurn � 0.f140 sheathin8
(v�#iaal eppileatlon) PioTeeer r� 37 psf,1Y oc ktto OSB — —
sheatt�ing
Alpin�i2idge or �•DL4 120 — 770 78 —
Fairfleid Ridgeview 0.� ^
DS�DLS 69 — 122 59
Beaded 31d„In� Lexington SeH�s �� 6.044 74 -- — — —
Sslect Series 6oaM LexinBton 9ertes Board and 0.048 s� — — d5 —
and Batten Board and BattAn �etten
Splegel Grow or D4,�W, .�� —
Hari�oarCre�t Addlson Helghl�or DLd.S,D5, 0.040 74 — 174 ��
SsxrtnfU DLS,T3.33
D4,DL4 120 — 170 78 —
Oak Hmbor BHsto)Bay ar 0.042
Towm S4uare DL4.5.DS,
p� 58 — 122 59 —
Tlmbermfll Log CahSn _ .r _
Cabin Pane1 "' �� O.Od2 100 —
(86.6�
D4 t00 � -- — ---
Yimbemdlt — 0.042
S7 72 — 132 — —
TlmEermill ... p5 0.042 �pS�.10'oc Into OSB — —
(vertical applic�tion) S��nB
Aliovvable pressure determined In aocordance wfUa AS7M D3679-09a Ac�rdingly.aJlowable test presswes asre�Iculaled using the tdlp�ing
equatron:DP=P��0.36 x 1.5��wt,er�R ss u,e aver�pa s�auo msc press�,re.
'Aila�rable pressure apP���e siding on{y.The strength oi the sVuoWraf shealhing,framkrtg.and the wwilhhdrawral strength ot the speeified canneaas in
1he strucbual fremir�must be designed in ac�rdance vh'th acoepted engineBNng praetic�by a registered dasTgn protessional.
'Refer to Seetion 5A tor[astener requuem�nts and[eferenoed test reports tor addi8mial delaiis oi instafiatton.
'Sacond value is for Oouble Stapled et i6'oc.
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1. The product Illu5trated satisfies the requiremet�ta for the Florida Buading Code FiRh Edi�on(2014)NOT Induding
HVHZ
2. The Installetion drawings depicted are in ecxordance with the Florida Bu�ding Cpde and the manufacture's
installation requ�ements.
3. The produds must be fnetalled aver a minimum i116'wood sWctu►al panel sheaihing(Plyuvood or OSB)Hrith an
approved weather reslstfve barrler placed under the slding
4. Flashing must be Ir�taaped as necessary et al!openings,penetrstior�s or abutments of dissimilar materiale as
required by the Building Code.
5. Wood framing installations are assumed to t�2X S-P-F{G=0.42)or denser.For installaCron into wood iraming use
1-1/2"long 1 f Gauge r+oofirrg nails or 7/7fi"X 1-1l2"long X 16 gauge shaples
6. The fastener must 6e able to penetrete not less that�Y.inch into the framing or fuRing.A 1116 to 1/32-inch space
shap he between the fastener head(nail or staple)and the faoe of the vtnyi nailing hem,sa as not to resh��ct
movement dus#o expansion and contraction.
7. Corr�ive r�istant fas0eners shall be used.
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� . , �'� J. �# R15012-R2
- Appllcatlon Type Revislon
Code Version 24�4
Applicatlon Status Approved
�Approved by DBPR.Approvats by DSPR shai!be reviewed arsd rat3f�ed
by tFte POC 8ndtor the Commt*,s�on if net�sary.
Comments
Archived �_s
Product Menufacturer C.H.I.Overhe8d Daprs
Address/Phone/Emall 1488 SunrlSe Drive
Arthur,IL 61911
(217j 548-2135 F�tt 4273
jcampbell(�chfohd.mm
Asst}tAN�d 5lgnature ]3tr�Campbet!
jcam pbel I�7chlohd.eam
Technlcat Represen#ative
AddressJ?hone,/Email
Quallty A�urance Representative
Address/Phone/Email
Cahegpry Exterlor poors �
Subcategory Secttonal Fxterlar poar Assemb�ies
Compllance Method Evaluatlon Report from a Florlda Registered Archttect or a Ltcensed
FEaride Prof�sstona�Engtn�r
��!' Evaluataon Report-Hardaopy Recelved
Fiar]da Engineer flr Archltect P1ame who deveiaped 3ohn E.Scatas
the�ualuation Report
Florida License PE-53737
QuaCity AssurartC�Eniitp ArChite�ral Testing,Tnc.
Quatity AssuranCe ContraGt 6cpiratlon Cl�te 12/3I/2016
Valtdated By Gordon Thamas,P.E.
�. Validatian CherJcliSt-Hardoopy ReCeived
CerafECatie of I�dependence FL�,SOI2 R2�OI Cert af ind Scates s.ndf
Referenced SYandard and Year(of Standard) �n�� Year
ASTM E1886 2005
AS71N E1995 2009
ASTM Ei3� 2Qtf2
DASMA 106 2�02
DASMA 108 20Q5
DASMA i15 24ti5 f
Equlvalen�e of Product Standards �
Certified By (
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Florid�Building Code C►�line Page 2 of 6
Sectlons fram the Code
Produtt Approval Method Method 1 Option D
Date Submitl�d 04105J203.5
Date Vatidated 04JZe/2015
Date Pending FBC approval 05/01/2015 i
aate Approved 06J23J2d15 I
6ummary of Producls
GO t4 Page � � � .� Page i/2� �
EL# Model,Number os Name Descripkian
15012.i id1.p 2240,2241,2250,2251,4240 p6'-OU"wide through 09'-06°wide 6y 20'high steel
4241,4250,4251,5240,5241, secdonal door with or wlthout polystyrene Insulatlan,
525U,b251
Limits of USe Installation Instructlons
Approved for uge�n HVH2:No �L15012 R2 it ]amh Aktach Drawinos s.ndf
Approved fcr�e outs[de HVNZ:Yes FL250i2 R2 iI �unolement�i Instrvckians Pan s.ndf
7mpa�Rasistents No Verlfied By:7ohn E.5cates,PE Pf_-51737
design Pre��ure:N/A Created by Independent ThIM Party: No
Other:5ecklonal doors provided for windload applicaYions. �valu�►tion Reparts
Tested In acwrdance w[th RSTM E330 and AM$iJDASMA FL15012 R2 AE EvaL ite�t s.odf
108,which are aaepted teSt methods per 5th edition(2014) FLi 5012 R2 AE FZ4-09-q i 3LSs.n�F
Fla�ida Bullding Code Sectlon 1715.�e dr�wing FZ4-09- Q�eated by Independent Third Parky:Yes
013L5 far pressures and wldths+34.8(psf}J-39.3(ps�at
46'-00°thrau9h t20.8(P:�}J-23.5{psf}at tI9'-05".
iS012,2 kgL;2240,2241,2250,2251,4240 06'-fl0°wlde through 10'-OQ"wide by 26'high steel
4241�4250r 4251r 5240,5241, sedianal doot w9#t or wlthout potystyr�ne Ir�u]atictn.
5250,5251
Lin�lts of Use Sn�tatl�tiQn Fa�tructions
Appraved far use in NVHZ:No Fi�5412 R2 IT �amb f�tt�d7 prawin�s.�df,
Approved for use putaide HVHZ Yes FL15012 R2 II Su�gtemcnfal Instruc�ian� P�n s.pdf
IMpBCt R0.815lflRY:No VeriFed By:]ohn E.5cabes,P.E.Fl..-51737
Destgn Pressure:N�A Cr�ated by Inde�ender�t7h(rd Party:No
Other:SeCtionai doars provided for windioad apptit3ti0ns. Eveluatlon Repor�
Tested in aCCordance wlth AS7M E330 and ANSI/DASMA F1.15012 R2 A� �val Reot s.odf
SO$,whlch are accepted test rnethods per 5th ed[kion(2014) FL15012 R2 AE FZS-�9•013LSs.pdf
Ftorida Bufiding Code Sect[on 17i5.See dcawing EZS-09- Created by Tndependent Third Party:Yes
033L5 for pressure5 end widths+41.U(ps�/-46.2{psfl at
O6'-q0°tlrrau9h+22.1(Dsf�/-24.9(Pst�at 1o'-q0".
15012.3 kh1;2240,2241,2250,2251, Up to 09'-UO"wide by 26'high steei sectional door wlth or
4240,4241,4Z50,4251,5240, wlthout polystyrene Insulakinn.
5241,5254r 5251
Litnits of Ii�e tns�ii�tion Ynsf�ruction�
Approved for use fn HbHz:No F_L1501_2_R2 II .�amh Aktath Drawing� ¢.qdi
Appmve6 foe u$C outside HYHY:Yes FI.7.SOi2 132 II Su�otem�$aL7n��kructi�[�s Rsn s.p�,if
icnpact Resistsert:Yes Verified By:lohn E.Scates,F.E.FLr51737
De�igre Pressurt:+32.0/-36-Z Created by independent Third Party:No
pther:Sectional doprs provided for potentlal"code-plus" Euualuallon Reports
appllcatians.Large Miss(le impad{9 paund m9ssile}and FLiSt}i2 R2 AE Eva� Rept s,ndf
cyding test�S canduCted in accordance with ANSI)DASMA FL25012 R2 AE F26i-09-pi515s.p iLf
115,ASTM E1886 and ASTM E1996.Stdtic tesCs wnducted Created by Independent7hird Party:Yes
in accordanCe wtt#�ASTM E38Q and ANS1lDASMA 108.These
ara accepted test meihods per 5th edition{2024}�C
Seckions 1669 and 1715,See drewfng FL61-09-41515 for
pressures 32.0(psf}/-36.2(psfl at wldths up to 09'-00"
15012.4 IdL;224U,2241,2250,2251,4240, Q6'-00"w�de through 09'-02"wide by 20'high steei
4241,4250,4251,524D,5241, sectionai door with or without polystyreoe insulation.
5250,5251
Lim�s of Use Instaiiation Instruction�s
Approved for uee Gn HVH2:No �1.15012 R2 II J�mb Attach Dra�yings s.pdf
Approved for use aut�ide HYHZt Yes FL15022 RZ II 5u�olementai I��uctinns Ra� s.at]fi
Irnpact Res�atant:No Verifled By:7ofi�E.ScateS,P.E.FI.-51737
DCs6pn Pr��urer N/A Created by lndependent Third Party:No
Other:Secqonal doors provided for wlndload applimtians. Evaluati0rl Repadt�
Test�i in accnrdance with A5TM E390 and ANS7jDASMA F�.ISQi2 R2 AE �val Rept s.pdP
SpB,which ere accepted tesC methods per 5th edition(2d14} PLi5012 RZ AE FZ7-o4-07 3LSs.�df
Florida Building Code Sec[fon 1715.See drawing FZ7-49- Created by Independent Thlyd ParLy:Yes
htips:J/www.floridabuilding.or�lpr/pr app_dtl.aspx?param=wGE�'XQwtl3c�uS73Fr2ZyiPq... 2/24/2016
� > F7oricla Building Code Onlzne Pa,�e 3 af 6
013IS for pressures and vaidths+54.0(P�fl!-�0•9(RsF}�t
06'-00"through+34.7(psF�/-39.1(psf)at 09'-Q2°
15012.5 Idd.;2240,2241,225Q,2251, 08'-00"w(de tfirough 10'-00°Kt1de by ZO'hlgh s-heel
4240,4Z41,R250,4251,52q0, sectfonal d4or with or without polystyrene insulatlon.
5241,5250,5251
tdmlts oi Uoe tns�Ilat�lan instractiart�
Approved far use in MYH�:No FL25fli2 ftz II ��m6 ktk�ch Drawrinas s ndf
Approved fpr uae out�IQe HVFIZ:Yes FLy50�2 R9 I1 R rool�aa�ta� In�trnrt�nna a�� e �
Impaet E�es85t�ant:Rio Verified 6y:John E,Sqtes,P,E.FL-51137
Deslgn Fressur�WA Created by independent Th►rd Par1y:No
O#hero 5ectlonal doors provided for windload applicatfons. Eveluatian Reparta
Tested in ac�GordanC�with ASTM E330 aod ANSTjDASM� FL150I2 R2 A� �vai R of s�df
SaB,Which are accepbed t25t me�SadS per StFt edtttan(2024} �15012 R2 AE FZ9-D4-0£3t5s ndf
Florlda BuildPng Code 5ection 1715.See drawEng FZ9-09- Created by Independent Third Party:Yes
Oi31.5 for pressures and widths+66.5(ps�/-77.9(p,f�at
45'-00"through+35.9{psf)/-Qi,7(psf}at I4'-00"
15012.6 kl;2240,2241,2250,2251,4240, Q6'-00"wide through 14'-d2°wide by ZD'higfi steel
4241,4250,4251,5240r 5241t sectiana!door with or without polystyrene insutation.
525Q,525i
, Limits oT U5a Ingtallatlon In�tructPons
ltppro+red Por use in MYHZ:Pto F�x50�z R2 I� 9�m6�cEs Dr�w�noc s�iF
Approved tor u�ocststtie FNHZ:Yes FL15�I? i22 II 511oo(t�mPr�i 2liSG'Uttinn�c Pan s.,p,df
Impact Rerpfatant�No VeNfied By:]ohn E.Scates,P.E.FL-51737
D+esOgn Pre�sure:N/A Greated by Independeni Third Party: No
Oth�r:5ec#tonai doors grovJded for wlndEoad appiJcations. Evatuatton Repar#s
Tested in acGordance with ASTM E330 and AfdSI/DASMA �L 15012 R2 AE �va1 Re ti1 5 Ddf
� 108,whlch are actiepted test rnetflods per Sth edition(2014) FL15Qi2 R2 AE �10-04-01315s odf
Florida Suilding Code Sectton 1715.5ee drawtrtg FZiQ-09- Creaked 6y IndepertdentThtrd Fariy:Yes
i 033i5 far pcessures 8tid wtd�s+7Z.4(psf71-B�.I(Psf)at
O6'-00"thrDUgh+25.3(psf)/-23.7(psF)at 14'-02"
55012.7 18r 2240,224I,2250,225i,424i7� 06'-dd"wid8 ftkTough 14'-00°wtde by 20'hlyh St@et
4241,4250,4251,5240,5241, secttona!door wlth or witf�out polystyrene Insulatlon.
5250,5251
Llmits of 6tse Iet��l�tiQn Ins�uetion�
llpproved for u�e In FIVHY;No FL1541Z R2 II ]amb Atla�h Drawinna s ndf
Approved for use oqt�ide FIVHZ:Yas FL1501- R2 II Supblemerrkel In�r c�tAots,____,Pan s o_df
Iretpraet tte&istattt:No Verifled By:]ohn E.5cates,P.E.Fi.-5i737
Design Pr�ssure:tVJA Created by independentThlM Party; No
Other:Sectlonal doors provided far wlndload appliwtions. Evaluatian Report�s
Tested In accardance with ASTM E330 and AN5I�IIILSMA �1501z f22 AE E��al Re�k s odE
108,which are aaept�ct test metl�ods per Sth edtt{4n(2Ri4j F�15012 R2 AE FZ3-16-02315s bdf
FloHda Building Code Secdon 1715.See drawing F73-10- Created 6y Independent Third Party:Y�
01315 for pressures and widths+32.5(psf)/-36.7(psf)at
46'-40"through+10.0(psF)l-11.2(psf)ac i4'-00"
15012.8 . !f;2240,2241,2250,2251,4240, O6'-00"wide through 15'-02"'w(de 6y 20'htgh Steel
4242,A�50,4252r 52A�r 5241r secttonai door wfth or withaut palystyrene ir�svlation.
5250,5251
Limfts of Use InstallatPon Inatruetion�
Approved fdr use in ttVHZc No �L2__591��22 II 7sr,� Rtt�3ch Drawing��
Appraved for nse autside HVNZ:Yes FL9.501Z R2 YY Sup�lam�ntai Irtstruckions Pan s g�
Impact Resl6ta�NO Verified 8y:John E.Sptes,P.E.FL-51737
Design Pressure:N!A Created by Independent Third Party:No
Other;Sectlonai doors provided Eor windtaad�pp[tcat�ons. �eraiva�ion Report+s
Tested in accprdance w(th ASTM E330 and ANSt/DASMA FL15012 R2 AE E��1 R�pt s.otlF
108,which are accepted test methods per Sth edltton(2014) FL35012 R2 AE hZ4-10-41315s odf
Florida Bu11ding Cade Sedion 1715.See dravring FZ4-10- Created by Indepandent Third Pariy:Yes
01315 for�ressur�and widths+38.6(psf)j-43.5{psF}at
06'-00°through+30.1(p5�/-11.4(psfj�t 15'-02"
25012.9 . Ig;2240,2241,2258,225i,4240, O6'-00"wlde through 16'-O6"v�+Ede by ZO'hEgh stee!
424i,4250,4251,5240,5241, sectlonai door wlth or wlthout polystyrene insulatfon.
5258,5251
Limil�of Us�e Snstaitetton Tnstrudlan�
Apprpved for use in NVHZ:No �L.1501� Fi2 II ]emb Atta�h Drawfnas s adf
Apprwed for uce oulside HVHZ:Yes EL1S012 R2 II Sunolemertkal ]nstn�ctiDn� Pa� s adf
Intgect Resistac�Ho VeNBed By:John�.Sr�teS,P.E.F!:5i737 '
Desiga PressurC:N1A Created by independent Thlyd Party; No
Other:Sectlonal door&provtded for windload appliptions. Evaluattan Rspoets
Tested in aoCordance wlth AS7M E330 and ANSI/DASMA FLS�OSZ it2 AE �val ReaC �f
IU8,whEch are acc.�pt�i test methods per Sth editton(2014) FL�5012 R2 AE FZ5-1fl-02315s. f � '
Florlda Building Code Sectlon 1715.See drawing FZ5-10- Cneated by Independe�t Thlyd Party:Yes
� 01315 For pr�SSures and wldths+45.5(ps�/-51.3{psf�at
' Q5'-00"through+1Q.0(ps�!-11.3(p5f)�t 16'-08"
15012,10 20'•00"wide through 17'-d8°wide by 20'hlgh steel
sedianat door with or without polystyr�ne insutat3on.
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Florida Building Code Online Page 4 of 6
i m;uao,zzai,zzs4,2asi,azao,
4241,4250�4251,5240,5241,
5250,5251
Limit�of Uae Instsllation Inatructions
Approved for uoe In HYHZ:No FLi5p12 R2 1I ]amb Attach Drawtnqs s.pdf
Approved for use outslde HVFIZ:Yes FL15012 R2 lI Suoolemerftal lnstructions Pan 9.OfIF
Impact Resis�nh No Verified By:]ohn E.Scates,P.E.FL-51737
D�ai�In Prcssure:N/A Created by Independent Third Party:No
�ther.Sectional doors provEded For windload appll�dons. Evaluation Repnrts
Tested in acwrdance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Evai Reot s,odf
108,which are accepted test metl�ods per 5th eQ9tion{2014) F 15012 R2 AE FZ6-20-01315s.odf
Florida Building Code Sectfnn 1715.See drawing FZ6-10- Creahed by Independent Third Party:Yes
01315 For pr�sures and wldths+31.4(ps�/-35.5(psf)at
io�-oo"through+i0.i(ps�/-11.4(psfa at 17'-08^
15012.11 IhL;2240,2241,2250,2251,4240, O6'-00"wide through 11'-00°wide by 20'hlgh steel
4241,4250,4251,5240,5241, sectional door with or without polystyrene insulation.
5250,5251
L'mtits of Use Inst�llation Instructiona
Approved for uce In HVNZ:No EL15012 RZ II 7�m6 Att�th Drawipg s.odf
Approved for use outside HVFiZ:Yes FI.15012 R2 II Supplernental InstrucHons P�n s.y�
Impact Reslstanl:No Verlfled By:John E.Sptes,P.E.FL-51737
Deslqn Pressure:N/A Created by Independent Third Party:Yes
Othera 5ectional doors provided far windload applicatlons. Evaluetion iteports
Tested fn accordance with ASTM F330 and ANSI/DASMA F115012 R2 AE Eval Rent s.odf
108,whEch are accepYed test rnethods per Sth editlon(2014) FL15012 R2 AE FZ6-10-�13LSs.edf
Florida BUIlding Code SecHon 1715.See drawing FZ6-10- Geated by Independent Third Party:Yes
013L5 for pressures and widths+52.3(ps�1-59.2(psf}at
Ofi'-00"through+26.0{psf�/-29.3(ps�at li'-00"
15012,12 E�;2240,2241,2250,2251,4240, 08'-60"wlde through 19'-O6"wide by 20'hlgh steel
' 4241,4250,4251,5240,5Z41, �Cdohal door with�r wft�houl palystyrerns Insulatiun.
5250,5251
Limi�of U� in�llation Inseru�tions
Approved for use In NVNZ:No F1.15012 R2 II ]smb Attach Drawinas s.odf
Approved for use nutside HVHZo Yes F1l.5012 R2 tI Suonlementa Inst udfon� Pan s.pdf
Impact Res7stanta No Verifled By:]ohn E.Scates,P.E.FL-51737
Deslgn Pressure:N/A C7eated by[ndependent Third Party:No
Other:Sectional doors provided for windload applimtions. Evaluation Reports
Tested in accordance with ASTM E330 and ANSI/DASMA FLi5flL2 R2 AE Eval Reot s.odf
108,which are accepted test methods per 5th edition(2014) FL15012 R2 AE FZ8-10-Q131Ss,odf
Florida Butlding Code Secdon 1715.See drawing FZB-iD- Created by Independent Thlyd Par[y:Yes
01315 inr pressures and widths+63.8(ps�/-7Z.5(ps�at
Q8'-00"through+10.1{pst)/-11.4(psf)at 19'-O6"
15012.13 fll;2240,2241,Z256,2Z51,4240, 06'-00"wide thmugh 10'-O6°wide by 20'high stee!
4241,4250,4251,5240,5241, �Wonal door wfth or without polystyrene Insulation,
5250,5251I
Limlts of Use In�liation instructions
Approved for use in HVHZ:No FL15012 R2 TI ]amb.Attach Drawings_s.ndf
�4pproved foe use outside NVHZ:Yes Fl y OS 1- R� n s_�plemaet.�l Inste��s;G�ns Pan s.udf
� Impact Resistent�Yes Verified 8y:John E.Scates,P.E.FL-51737
De4ipn PressuPe:N/A Created by Independent Thlyd Party:No
Other.Secdonal doors provlded for potentlal"code-plus" Evaluatlon Reports
applicatlons.Large Missile Impact(9 pound misslle)and FL15d17_ R2 AE �yal Rec�.t_s,adf
� cycling tests rnnducted in acc4rdanoe with ANSI/DASMA FL15012 R2 AE FZ10i-iD-OSSiSs.odf
115,ASTM Ei686 and ASTM Ei996-Static tests conduded Created by Independent Third Party:Y�s
fn aaordance with ASTM E330 and ANSI/DASMA 108.These
are accepted test methods per Sth editlon(2014)FBC
Sectlons 1609 and 17i5.See drawing FZ101-10-015i5 for
pressures and widths+44.9/-55.7(psf)at 06'-00"tfirough
+44.7/-51.5(p5�at 10'-D6"
15012.14 re;2240,2241,225�,z251,4240, OS'-40"wide through 21'-DO°wide by 20'high steel
4241,4250,4251,5240,SZ41, secHonal door with or witfiout polystyrena Insulation.
5250,5Z51
Limits of Use Inatall�tion Inslructioe�
Approved for uce In NVH2:No FL15012 R2 I3 ]amb AttacH Drawinas s.ndf
Approved for�use out56de HVHZ:Y�s FL15012 R2 IT 9uoolemental InstructiAns Pfln s,nd
Impaet Resiatant:No Verlfled By:7ohn E.Scates,P.E.FL-51737
Design Presauro:N/A GYeated by Sndependent Thlyd Party:No
Others Se�tional doors provlded for windload applications. Evaluetion Reports
Tested in accordance with ASTM E330 and ANSIJDASMA FLLSOiZ R2 AE Eval Reut s.odf ,
108,which are accepted test rnetliods per Sth edition(2014) FL15012 R2 AE FZ3-]6-D1315s,odf
Florida Bullding Code Section 1715.See draw(ng FZ3-16- Created by Independent Th(rd Party:Yes
01315 for pressures and widths+37.4{psf)/-41.6(psf)at
08'-00"through+10.9(ps�/-12.1(ps�at 21'-00°
15012.15 12'-00°wide through 21'-00"wide by 20'hfgh steel
sectlanal door wlth or wlthout polystyrene insulatlon.
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPq... 2/24/201b
t ` Florida Buildang Code Glnline page 5 of G
reL;2240,2241,.22Sb,2Z51,
4240,4241,4250,4251,524q,
5241,5250,5751
�imits of Uec tdstnt(a#ton InskrructPon�
Approved For use in HVH2:No FL25012 R2 II a8mb Atkach Drawinas s ndf
Apprnved far use outsitJe HY}�;Ys5 PL�5012 !Z? II Supptgmentai Insrn,rtu�n� an s adF
=cripad R�istatt�Ko Vertffed$y:7ohn E.Sr�tas,P.E.FL-51737
Design Prqssur�N/A Created by Independent Thlyd Party: No
' O#her:Sectlonai dpors provlded for wPndload applications. Evaluation R�eports
i"eSbed(n aCGorclance wltt�ASTM E33fl and ANSIJQASMA FT.15�12 R2 AE Eval Rerat s adF
iDB,which are accepted tc,t rnethodS per 5th edttlan{2014) FL15012 R2 AE �Z3-i6-OI3LSs odf
FloHda Bullding Code Sectlon 1715.See drawln�FZi-16- CreaYed by Tndependent Thlrti Party:Yes
013L5 for pressures and widths t24,9(psf�!-Z7.7(ps�at
i2'-00°thtt�ugh+10.9CpsfjJ-12.1(pst)at 2I'-OQ".
15012.16 rf;2240,2241,2250,2251,4240, 14'-02°wide through 24'-00"wide by 20'hlgh steei
4241,+�250,4252,5240,5241, seCtianal daor with ar wltt�aut polysty'rene tnsulatfv�.
5250,5251
Limib of Uae Snstallatlon Znsttuctions
Apprav�d for c�e in HV�fZ:�10 ,Ftt Fm� R7 7T t��,n Attarh t�rawtn9s 5 ndf
Approved for use outside HVHZ:Yes FI.15012 R2 I1 Supolemental lnsknucHons Part s qdP
Imppet Itaslsta�rta No Verlfied By:7ohn E.Scates,P.E.F1-52737
Desiyn Anaeures N!A _ Cneated by Independent Thlr�Pacty:Na
�ti�ers Sect]onal doors�rovfded far wtnd{aad epp(icatlo�s. EvrrFwtton Reparls
Test�d In aCCordance with AS7M E330 and ANSifp/ISMA FL,15012 R2 AE Eval Re s.odf
108,whid�are accepbed tesk methods per 5th edition(2014) FL15012 R2 AE FZ4-16-013255.Odf
F1oNdd Bvitdtng Code 5ection 1315.See drawing FZ4-i6- Created by Indepernlent'thlr�d Party:Yes
U1315 for pressures and widtlis+25.1(psf}/-27�9(psn at
14'-02°throUgh+10.$(ps�/-11.7(ps�at 24'-00"
15012I7 rfi;2240,2241,2250,2251,424Q Up ta ib'-04"wide by 20'hfgh sbeei searonal door with or
4241,4250,4251,5240,5241, without pplystyrene Insulatian.
5250,5251
Limks of i1BE InBtalle#ion Instructions
Approved for use in HVHZs No �'L 15012 R2 I1 7amb Attach Drawinos s adf
Appro�red tor use outs[sle HVHZs Yes �-Z15012 R2 It Su�}n3emet�tai Ins ctions Pan sps}f
Imp7rCt E�tatar�Yes Verlfled 8y:7ahn E.Srate9,P.E.FI_-5l737
Deslgn Pr�sssure:+22.2/-24.7 Greated by Independent Thfrd Parky: No
Other.SeCtio�al doors provided for potentlal"cod�plus° Evafuabian Report�
appilca#Ions,t.arge Ntlssfie Empad(4 pound misstlej and Ft,15012.�t.2 A� I�vat Reat s.odf
cycling tests conducted in accordance with AIVSTJDASMA FLI5012 R2 AE FZ4i-16-D15155 pdf
115,AS7"M E1886 and ASTM Ei996.5tatic tests oondut�ed Created by Independentl`hlyd Parly;Yes
!n accordanoe with ASTM E330 and ANSI(DASMA SU8.These
are aceepted t�t mekhods per 5th edltian{2014)FBC
Setqans 1609 and 1715.See drawing FZ41-16-D1515 for
pressures+22.2(ps�/-24.7(ps�at widths up ka 16'-OU°
iSG}12.18 rg;2240,2241,2250,2251,4240, 08'-08°wide through 16'-i0"wide by 20'hlgh steel
4241�4zb0,4251,524d,5241, sectlanaf door wlth or withaut poiystyrene insuladon.
5250�5251
LLnits ot Ua�e Ins�llatibn Instructfons
Approved for use in HVHZa No FL15012 R2 I] ]amb Attach Draw nas s.adf
Apprqved ior use oertstde HVK2s Yes FLxSfliZ R2 II Su a{�[etse�ntai Ins�rrudtons Aan s_adf
Imp�pet Re9lst�arrt:No VerfHed By:7ohn E.S�tes,A.E.Ft,-51737
Desipn Pram�ure:N/A Created by Independent Thlyd Party:No
Other�Sectional doors provided for windload applications. Evaluatian Reports
Tested fn accordanCe wI#h ASTM�i30 arui ANSIJDASl+3A fi.i�a12 R2 AE �vai Re�„t s odE
108,whlch are acoepted test method5 per Sth edition(2014} FL15012 R2 AE FZS-16-D1315s.�df
FloNd�BuildMg Code Secdon 1715.See drewing FZ5-16- Greated by Independent Thfrd Party:Yes
D1315 for pressures�ttd widths+52.4{pSf}j-58.3(ps��t
U$'-40"thTYJOQh}�3.?(Ps�l-26.3(psE}at 18''10"
15012.19 rh;2240,2241,]250,2251,424�, 12`-00"wlde t#trough 24'-00"wide by 20'hlgh steet
4241,4250,4251,5240,5241, sectional door wlth or without polpstyr2ne Insuiation.
5250,5251
�imlts ot uco tnRtaltation Instructiona
ApprOved ittr use in f{VF12:Na E1.15�12 R2 IZ�1�Pb Attc'tch Drawings s.ndf
Appro�ed fa�uce outstde HYHZ:Yes Fl tS012 R3 Ii $ypple��,�pql trtstrt�dfons Pan s.odf
tmpact Rcsieta�No VeNfled By:John E.Scates,P.E,fi,-51737
Oesipn Pres�rr.N/A Created hy Ittdependent Thlyd Parly:No
Othtt:Sedional doptS provided far windload applicattohs. Evetuatton Repottls
Tested fn acCordance witfi ASTM E330 and ANSI/DRSMA FL15012 ftZ AE Eval Reot s.odf
108,which are aaepted test methods per Sth editlon(2014) F�15012 Etz AE F26-16-�1315s,odf
Ptark3a Bu1ld(ng Cade Sect�on i7i5.See drawlrtg FZfi-16- Creratecl by Independent Thlyd Party:Yes
01315 for pressur�and widths+40.1(p5f)/-44J(ps�at
12'-00"through+13.A{psf)/-14.9(psfl at 24'-OU"
250x2.2d rhI;2240,22R1,2250,2251, Up to 16`-00°wide by 20'hlgh sEeet sectlonat daor with ar
4240,4241,4250,4251,5240, without potystyrene Insulation.
5241,5250,525! +
E
https://www.floridabuilding.orglprJpr app dtl.aspx?param=wCrEVXQwtDquS'73Fr2ZyiPq.,. 2/24/2016
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, ,
� Florida Building Code Online Page 6 of 6 I
Llmlts of use instellatlon Insttuction6
Approvad for use In HVHZ:fJo FL15012 R2 II ]amb Attach Drawings ,.r,edf
Approvod for uae outside HVHZ Yes FL15012 R2 II 5upplernenbl ]nstrucbons pan s.adF
Impatt Resistante Yes Verifled By;)ohn E.Scates,P.E.R-51737
Desipn Pressure:+30.6/-34.1 Created by Independent Thlyd Party:No
Other:Sectlonal doors provtded for potentlal"wde-plus" EvsluAtion Reportm
applicatlons.Lnrge Mfsslle Impact(9 pound misslle)and FL15012 R7 AE Eval Reot s.odf
cycling 6ests conducted in accordance with ANSI/DASMA �L1501z Rz AE FZ6i-16-o1515s.odf
115,ASTM E1866 and ASTM E1946.Static bests canducted Creabed by Independent 7hird Party:Yes
In aocordance with AS'fM E33D and AMSI/DASMA 108.These
are accepted test metl�ods per Sth editlon(2014)FBC
Sectlons 1609 and 1715.SeE drawing FZ61-16-01515 for
pressures+30.6{pst)J-34.1(ps�at wtdths up to 16'-00"
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Semon 455.275(SJ,Florlda 5�tu0c,ettedlve OCnb¢r 1,2012,lipensees 1'w�nsed under ChapU�455,F.S,must provide fhe DeparfixM wi[h an ema0 atltlress If
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aPaqng���Y vnrY#/-���CM{T. 7'XF'E S63pg�g � r �a� � "� ��°�¢riwc ��8i
z2os .r,,�''"�,��:tpRtp�•�`�,`'�• ��ULlo�o �Ci
«••w+ � 118118
�—�---'�.__ _-- �'fess;onai��n�er'8 s�,� �! aN��'���� u�,�p _
, plevided ant r��l Jl!1111�1� Back T�b 2-18 20IS
--^_ Y for Vezi���ofw�m A
���ats detsoLs. CQIICI'@C���r �
�`,�j �w� + �1VT5�
�----"""--g'-- BJA'1{�� R@Y.-Q�
Southern Pine(5�specific gravity=USS;allowalble load per endim�=620 poiusdc. �,� tIt^l�u �.� fR"1wN
5pruco Pit1e Fn'(SP�speclflc gravity=0,42;allowable load per attchor=482 patmds.
Use SP values anly if both sttvctuxe and jamb ane southcm pine. AZ�w��� ATTACE�ffiVT OF
Use SPP values when spruce pine t3r is presant in shvchae or jamb matctiaL Zx6 WOOD 7ANID
Lag sciew:3/S"diuneter x 3"minimum long;must coafwm ro ANSuASI1�B28.2.1
y:^s�n'rt�1a ox s�►�ro
Waslur.1-18"minimum ou�idc diameter,mnst confaim to ANSI B18.22.1 rype A.
Pre-drill 1/4"diatneter pilot holes far lag screw insertion. 1-1/2"ma�imum lag sc�ew edge distance reqnu+ed.
�"x 3'LAG SCR6WS 3i"SAEATfIIPTp
� D��RWIDTH feetand inches ata iven DESIGN PRESSURE PSF �"R�-�rz"�n�sc�ws ,�p��,,,�
alear of mry heck
SPF 5P 14ps 17psf 2Upsf 24psf 28psf 32psf 36psf 40psi 44psf 48pst 53 SB f 63 6 f 75psf �1 87psf 93psf j�b����
Z4 24 34'-5 2S'-0 Z4'-i ZO'-0 iT-2 15'-0 13'-0 12'-0 10'-1 ib'-0 9'-1 8'-3 7'-7 6'-il 6'-S 5'-11 S'-6 5'-2 f0s°�II� -
22 24 n/a 32'-4 ZT-6 22'- 19'-8 1T-2 15'-3 13'�9 12'-5 il'-5 30'� 9'-5 8'-8 T-ii 7'-4 5'-9 6'-3 S'-11
20 24 n/a 34'-0 ZB'-1 24'-1 ZO'7 18'-0 36'-0 14'-5 13'-1 12'-0 10'-t 9'-ii 9'-2 8'-0 7'-8 :+'-1 6=7 6'-2 B
g�
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 li'-2 15'-6 14'-1 12'-1 li'-8 10'-8 9'-10 8'-ii S'-3 T-7 7'-1 6'$ headar
18 ?3 n/a n/a 32'-1 26'A 22'-1 2d'-0 3T-i 16'-0 14'-7 13'-4 12'-1 ii'-0 10'-2 9'3 8'-6 T-li 7'� 6'-10
16 21 n/a n/a 35'-5 29'-6 25'-3 22'-i 19'-B 17`,8 16'-1 14'-9 13'-4 12'-2 11'-Z IO'3 9'-5 �`-8 8'-1 7'-7 �._ g�
i6 20 n/a n/a 36'-1 3G'-1 7.S'-9 22'-7 20'-0 18'-0 16'-S 15'-0 13'-7 lY-5 11'-5 10'-5 9-7 �'-li 8'-3 7'-9 �'
15 20 n/a n/a n/a 31'-0 26'-6 Z3'-3 20'-8 18'-7 15'-1 3S'-6 14'-0 12'-9 11'-9 10'-9 9'-ii 9=2 8'-6 8`-0 �—
14 18 n/a n/a n/� 34'-5 29'-6 25'-9 22'-1 20'-7 18'A 17'-Z 15'-7 14'-2 13'-1 11'-1 11'-0 b0'-2 9'�5 8'-10
13 I6 rt/a n/a n/a n/a 31`-9 27'A 24'-B 22'-Z 20'-2 18'-6 16'A 15'-0 14'-i 12'-1 11'-1 9.0'-i 10'-2 9'-6
. , � � � , , � . � . �
12 16 n a n a n a n a 33-2 29-0 25-1 23-3 2I-1 19-4 17-5 16-0 14-9 13-5 12-4 B7.-5 10'-8 10'-0 �
12 15 n/a n/a n/a nja n/a 30'-1 26'-9 24'-1 2Z'- 20'-0 18'-2 16'-7 15'-3 13'-i 12'-1 �1'-1 11'-0 10'-4 i
11 14 n/a n/a n/a n/a n/a 32'-1 29'-Z 26'3 23'- 21'-1 19'-1 18'-1 16'-B 15'-Z 14'-0 �'-1 12'-1 11'3 j
10 14 n/a n/a n/a n/a n/a 33'-2 29'-6 Z6'-6 24'-1 2Z'-1 20'-0 18'-3 16'-1 iS'-4 14'-2 f3'-t 1Y-2 11'3 I
10 32 n/a n/a n/a n/a n/a n/a 32'-i Z8'-1 26'-3 ta'-1 21'A 19'-1 18'-4 16'-9 15'-5 S4'-3 13'-3 12'-5 �i�h�can�hor;nsmneaas I
9 12 n/a n/a n/a n/a n/a n/a a/a 31'-0 ZS'-2 25'-1 23'-4 21'-4 19'-8 17'-1 16'-6 85'3 14'� 13'� 1oo�s as hi�n os aoW o�ening. 'I
9 11 n/a n/a n/a n/a n/a n/a n/a 32'-1 Z9'-2 26'-9 24'-3 22'�i 20'-4 18'•7 17'-1 3L5'-1 14'-9 13'-9
anchore ro be evenly sp�d uecween
S ii te/a n/a n/a n/a n/a n/a �/e n/a 30'-8 28'-2 25'-6 T3`3 21'-5 19'-7 18'-0 86'-B 35'-6 14'-6 the hoadcr and tho tlom:
8 10 n/a n/a n/a n/a n/a n/a n/a n/a 32'-1 �0'-1 27'-3 Z4'-1 22'-1 20'-1 19'-3 iT-1 16'7 15'-6
T 10 n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-0 28'-0 25'-7 23'-T 21'-6 19'-i 18'-4 ly'-1 16'-0
7 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 3i'-2 28'-5 26'-2 23'-1 22'-0 ZO'-4 18'- iT-9 � �
6 8 nJa n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 2�'-1 21'-4 24'-0 �`�8"n�c�a�a`�.
Mey be rnunterboted np m 318"dccp tR
4 6 n/a n/a n/a n/a nJa n/a nJa n/a n/a n/a n/a n/a n/a n/a 33'-0 30'-7 28'-6 26'-8 ��h�horlocaztonwpmv�eee
SPF SP 14ps 17psf 20psf Z4psf 28psf f 36psi 40 44 48ps� 53psf 5 f 63 69 f 75psf 81ps� 87psf 93psi �hmount�gsucf�e.
� DOOR WIDTH feet and inches at a iven DESIGN PRESSURE (PSFI • '
aa�ezR� r `,��,�11111f f
��� First anchm to statt atno mote fhm�
FASTFJiER ��` �. 8(����� helf tha fastaner apac3ngdietance and
\ �L,•••••• • / no less tFtan the minimmn dLctance.
�°""d'1 `1�`-•v�?i�M�Et'�.� /Ii �
Maximum load r'amb=OS x(door hei t)x(door width)x(maximvrtt ` �
Pe J 6t► Pasitive P�&sut�e) � �, �p,g1� � �
1Vhen applying back jnmbs over dry wall or other non shucttual wall cov�ig, � � �*� Sr.�c
use longer lags saews to insure 1-1/2"minimum embedmentmqulced. +*: * .� � Inl.aMo�Q��� none
Iesser spacing may be ased to avoid'mteaferance with door hazdwme aad or fasummg system• �•p. �iA'f�O� ' � � w nnrE
e
M��g���g S���. John H Scates,P.E. :�o�., h:� � 2-i 8-2ais
These charts do not addresa spiing psd oo�ecti�s to the tnuld'mg. 31Z1 Paagate Dave �/��►`•'�OR�•• Q��1� • Back Jatnb Attaehment DetaiX
Albernative design may be approved by a registpsd professional enginesx. Camollron,Toxaz 750Q7 // �� `-� � `� -
Supporiing suucnu�al elements shall be designal by a ie�sDeied plofessim�al Flortda P.&.�k 51737 4��,�ONAL�,,��� Lag Serew
enginecr for wind loads in addition m other loads. TXPE 56308.F-2203 rr���n
�of�io�� ' �u's s�a1 'aea on1 2ar vec�carian ui watAload ca►ctnctton�tails C.H.I.Draw111g: B3A-102 Rev.-05 -
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i 'Td'�a3�S'3 ulof
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am3ns s�u�s sa�3m sw�us �ens s�
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, 'S9I ZLZ'1�I'N�W d[�T4�aIIa�84�f i���s sn a3na5 ZT 'tl�i['ZZ'9IS 1S1�1 m IDao,�uo�rinm.umw�uyoc'Q'O�91/6�4�ds l�?1d0 �;ax�1Q IIIT�{SVA1
'sP[�30�'l�F��aa�r�svl�PIOM PalpmJ 'Q9I OI I=a8na8 9T P�'s9i£4i=a��8 4T'a9[60Z=o$n�2i����P�I�l4�oIIV 3j�E11 W�flY1II�l�1i�
E�Cq p�aEelll Io bPI�A�WiJI�.7 g�I P�3nd 9FPM '�f 4Y6�rad I�a oI0.�oRa•a9�f I�„9j� .9V6 flSR
- SPIab leII�3��I x��Opi' 'rzata�vsv�sxv w�„��a�a�,n�,y�E Y�,.��:.�s ([aaas�n) snnaa�s�aTddei 3IaS
Simpson Titea FID;3B"diameter x 3"long(mmimnm).
Simpson Wedge-All;3/8"diameter x 3"long(minimnm).
Tf W Ramset/Redheud Large Diameter Tapcon,3/8"diameter,minimnm 2"long with waeher that confom�s to ANSI B 1 E.22.1 type B.
Use a faatener for avery track bracket unless the quantiry of fasteners detcrmin«i from this rhert is moze than the quantity of ttack brackets specified on the door dtawing.
Add trac[c brackets as required to satiafy festener spacing m thesa charts. Maxirnum spacing showa m chaxt,
Lesser spacing may be used to avoid interference with door hazdware and or fastening syste�,but not less thazi 6". r. � _
See chart for minimnm edge clistance mquired i � .
.� i i '
I.oad per jamb=8.5 x door width x max positive pcessnre x dooz height `� � —
, '
Manufactute�'s installaflon iffitructioas must be followed, —• � •
8"CMU Wack wa(]s shall camply with ASTM C90. Use minim�2000 psi grout or concmoe when filling CMi7. • i '� `.
Fastener spacing distance may vary+/-1". � � :i�
F145TENER
SPACING
(inches)
Filled CMU DOOR WIDTH (feet anai inches) at a given DESIGN PRESSURE�PSF)
Simpson Slmpson
7ften wedg�
HD an 14ps 17psf 20psf 24psf 28psf 32 sf 36psf 40psf 44psf 48psf 5�psf 5$psf fi3psf 69psf 75 sf 81psf $7psf 93psf
n/a 2� 24'-3 20'-0 17'-0 14'-2 12'-1 i0'-7 9'-5 8'-6 7'-8 7'-1 fi'-4 5'-30 5'-4 4'-11 4'-6 4'-Z n/a n/a
24 16 34'-3 28'-2 24'-0 20'-0 �7'-1 15'-0 13'-4 t2'-0 10'-10 14'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 S'-1
16 16 36'-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 7.0'-7 9'-7 8'-9 8'-1 7'� 6'-9 6'-3 5'-10 5'-5
16 8 n/a n/a 36'-0 30'-0 25'-8 2Z'-6 20'-0 18'-b 16'-4 15'-0 t3°-7 12'-4 11'-5 IO'-5 9'-7 8'-10 8'-3 7'-S
� 8 nJa n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-Z 21'-3 Z9°-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-1
8 n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 30'-0 27°-2 24'-9 2Z'-10 20'-10 19'-2 17'-9 16'-6 15'-5
Slmpson s��o� 14 S 17 Sf 20 Sf 24 sf 2$ Sf 32 Sf 3fi Sf 40 Sf 44 sf 48 Sf 5� Sf 58 5f 63 Sf 69 sf 75 5f 81 sf 87 sf 93 5
nHo wa� DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE QPSF}
3 8" 3 8" FASTENER DIAMETER
2.75" 2.68" EMBEDMENT LENGTH
4" �" EDGE DISTANCE
480# 340# FASTENER LOAD CAPACITY
Zn�a chmce ao me.dacea:.pdngpoa coa�uaw m uuitding.
- ' f 1 Altemafivo dtllp�may be opjnwedby a
````,�,1��f��l��,'''' ie8im�edPm6eaalnnala�
�PP�B et[uauml elemeats shall be dal�edbye�
������S �� pto[sss'waal mgineer for w�tnd locds fn edditlonto mMlmd�.
���`"n����Rs��� //� This drewi�doo nat edd�csa the waII de�i�,bu!onjy dnor
` i.i �r ��, / ettachromL Wall eonstmctiaa is shoamanlybr�7luslcvtioa
` � �w.���� � I p�uposa+.Th06uildingdeaigueiscesponsibleforensmpg
� � g�� � � tbat We we1(is au6icient to e�cy tha door tivemmd�tioload�.
� i * L*�
+ *�', ��� ' = � ULJ � �OO none
i `. ;�� a o a L7o0 2-18-2oi5
Jotui E Scates,P.B. %",'t►,'�.�IORI��%'•� �` .
3121 '`��'' �
C�n1���m�ias�750U7 ���I/����'ON'1`�\��� A�hmellt Detail '
TXPS 56308,F-22(F3 I+�
Professional ' cer's seat rovided onl for verificaBan of w]ndload constrmtivn deta�s. C.H.Z.�W1I1g: BJA-104 ReV.-Q7 -
,
Anchor.TC4U fiapcun ar Tapcon i.DT or Simgsan Stzung Tfe Walg�All. _
xIW Ramset/Redttead Tapcon,l/4"diameter,2"long Cm'u►imntn) � ' `
Tf W RnmsetlRedhend I.ar�Diaznatar Tepcon,3/8"diame�er,2 3t4"long{mic►ixrn�m) �, ' �'� � .
Simpson Wedge-All;3/8"d'�ameoer x 2"lang{minimum}. ' � '
Usa a fastener frrr avery track bracket imlesa the quentity of festeners deteimined&vm thts ahart is mom than the quantity . "� � '
of ttack hractoeis specifiai on the doer drawing. . i .' • .
RASTENER SPAC1N�i Add uack braakets as requiced oo aatisfy fastener spacing in these charts,Mtuimutn spacfng ahown u�chnft. .: � ' :i�
2500 pst eoncrete �S�r�p��S�Y��ed w avoid interferance with door taudware and or fastening sy9tern,but nai less tltan 6"_
SImpS0�1 See chart for mittimuta edge distance rec}ninxi. �
Concreto wat�s ahsll tse mtstimum 2500 gsi conaete and ahall be of st�cieat sh�e�tgth W cesist 2aads.
StPoltg- Load per jemb=4.S z door w3dth z maz persirive pressure x doac hoight
!'TW T�pcon � MaauPactme�s insmlladon iastmafcsns mvst be foIlosved.
3!$« DOCIR WlDTH feet and inches a4�a iven D�SIGN PRESSURE PSF)
Wedge- � � � `
1/4" 3�$" �ut 14psf t?psf 20p 24psf 28p 3�psf 36psf 4Upsf 44psf 48�sf 53psf 58ps fi3psf f9psf 75psf$Ipsf�7p 93psf
24 36 24 24'-3 2Q'-0 17'-0 14'-2 12'-1 !0'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-1Q 5'-4 4`•11 4'-6 4'-2 n/a n/a
2� 36 22 26`-5 21'-9 18'-fi 15'-5 13`-Z 22'-7 1�'-3 9`-3 $'-5 7`-8 6'-11 6`-4 5'-10 S'-4 4`-11 4'-6 4'-3 3'-11
24 36 20 29'-1 24'-0 20'-4 1.7'-0 14'-6 12`-9 11'-4 10'-2 9'-3 $'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4
24 36 18 32'-4 26'-8 22'-8 2�'-1015'-2 1�#'-� I2'? il'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'•6 6'-0 5'-7 5'-2 4'-IO
24 36 16 36'-3 29"-10 25'-4 21'-Z 18'-1 15'-10 14'-t 12'-$ 11'-6 10'-7 9`-7 $'-9 8'-p 7'-+4 6'-9 6'-3 5'-10 5'-5
2x 34 15 nja 31'$ 26'-1122'-5 �.9`-3 16'-1t� 1�#'-�.123'-5 12'-3 11'-2 10'2 9`-3 8'-6 7'-9 7'»2 C'-7 6`-2 5'-9
�1 32 14 n/a 33'-8 28'-7 23'-1Q 20'-5 t7'-10 15'-11 14'-3 !,3"-0 11'-11 10'-9 9'-14 9'-1 8'-3 7'-7 9'-0 6'-7 6'-1
1g 3fl 13 nja 35'-1I 30'-6 2S`-S 21`-9 19'-�. 36'-1115'-3 13`=10 9.2'-� 11'-6 10'-6 9'-8 8'-1Q 8'•1 �"-6 7'-0 6'-6
17 26 li n/a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17`-7 15"-a 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 S'-8 8"-1 7'-6
15 2� 10 n/a n ja n f a 31`-9 27'-3 23'-1t!21'-2 19'-t 17"-� 15'-11 2�t'-4 7.3'-2 12'-1 11'-0� 10`-2 9'-S 8'-9 8'-z
13 20 8 n/a n/a n/a n/a 32'-S 28'-7 25'•5 Z2'-112Q'-1819'-Z 17'-3 15'-9 14'-5 13'-3 12'-2 11'-3 10'-6 9'-10
9�0 16 n1a n1a n!a n1a nJa r�ja nJa 3t'•9 28"-7 z6'-o 23'-la 22'-7 x9'-9 18'-2 16'-7 iS'•3 14'-t 13'-2 12'-3
9 14 n/a n/a n/a� n/a n/a n/a n/a n/a 3Z"-8 29'-9 2?'-3 24'-8 �2'-6 26'-9 18'•1117'-5 16'-2 1S'-0 14`-0
8 �.Z n Ja n ja n/a n ja n Ja n/a n/a n ja n/a n/a 3t'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 1?'-fi 16'-4
ITW Tapcot� $�mp�'„ 14psf 17psf 2bpsf 24psf 28psf 32psf 36psf 40psf 44Rsf 48�rsf 53psf 58psf 63ps#69p�sf 75psf$lpsf 87psf 93psf
$��� DOt3R WIDTH(feet and inches)at a given DESIGN PRESSURE(PSP)
rie
1,�4" 3f 8�• 318`: FASTENER DIAMETER ��ti1ti�1111!/j �°��°��'��°��°a�s�a�an�
]�.?5 2.5 2.68 EMBEDMENTLEIVGTH �``1� �,����! P�n°Ienytincerfocwimilaedaa�addi$,oauootherloadt
�� n u �� �. s ��� �� Tl+fa dtawiug doee not edd+esK tha wall design,bat on�daar
�'"ti ..���`���� / atmchmeoLWetloonstmctiou3sahownantyfnrEtMshatinn
2.5" 3" 4" EDGE DiSTANCE ` ,•"�,,�� #E �ti � putposFs Thebu�ldingdesigat�Iszeapans�skfatrig�u�gE�Qt
♦ e . I tha waU is sv�alent io eaxy the aoor Lhro eod stHic Ioeds.761�
5�M$# 764# 340# FA57ENER WADCAPAdTY � ; �.517$7 : �„ �msao�naaa�,n��g�a�w�.neg;�a
.r r j r At'�'fcxeimtoi en�Iueer mnY APi�vui an n3tem�ive dtsign.
� i �*` M I���p�C� none
Jobn�.Scates,P.E. �"0�; 8S�� * = �CtULiO��L�0�7 I
�izkr��sm� � • .,,�� 2-182415 ��
CecrollSon.Texas 75007 �� `• �`•` � °
Florida.P.E.#51737 �"/'/� •����«',Or• �~��` • I
r�ss�a.�-xao.3 '�ff�*����I'A`��t�� A achrnent Detail �
i ;
Professional En ' 's seal iorided anl far vesi�catia��f wmdI�dow�sizuuetiondemitc, C-�I.I.Drawing: 8JA-105 Rev.-(16
�
Santhem Pine(SF�specific gravity=0.55;alloaahle losd pet anchor=607 povttds.
Spruce Pine Fir{SPF}specific gravity a 6.42;ellownble load per anchor=439 pomds.
�i"minimnm isg screw edgc dismncc reqnired.
1�i"minimum lag screw embedment into stsuctural wood.
L.ag screws most hc seated in full heigM trame members.
Lag screw:�6"dlatne�er x 1-���minimum long; �
mnst conform m AN5J/ASIVffi Bi8.2.1
�
�
n
�
�
�
w
0
DRY WALL/ SHEATHII�TG �
�
..
w
�
0
�
.�
�
III y
TRACK BRACKET MOUNTING � �t«��! �
SURFACE MUST BE FULLY ``������•�p�.<<,<,j��i���� �
SUPPORTED BY WALL STUDS � �;�w �e'•�' � w
� .� .5173T � r. �
.
5�6" X 1 5/" LAG SCREWS + *� � *�
� �� $TA�� ' �
: �
�/� ,�'�•�LOR1�f�:d ��-
�....•• •
���//��I�'ON;`���``�
�� none
Max9mam load per jamb=05 x{door height}x(door width)x(ma�mn�positive pmssme) �����0O� � 2_18-2015
Alterrntive design maq bc approved by a licensed p¢�ofessional engine�t.
5upporting ahvctural elements shall be designed by a licensed�uufessional John B.Scates,P.$.
engiaeer far wind Ioads in addiHon to other loads. 3121 Faagate Drive Attachment Detail Lag Screw �
The suitnbility oF the structaral bnilding componants must be verifiad by tha en�uer of cecacd fa�the bwldiag. C�llton,Toxes 75007
Florida P.Fi#51737
TXPE 56308,F-22U3 C.H.I.Drawing: BJA-106 Rev.-03 -
s
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� .-�'�������-.... .. ::. ..:�:
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�ll�D�'l���II���:� . �.o����:.
.... -. ,:. -: �:�'Ei�1E��-:.� . ��:....
� .�.iS�ri�s�.�.:�
Suprplemental [nstructions � � � � �� �
Residential Pan Doars
H�gher wind pressures and lerger doors require additional reinforcemen�
/� Prematnre failure of door system may result from imparoper applica�ion.
��/�iVT��� See chart in lower left carner of drawing sheet one far tl�e approved w�nd
pressnres and r�aor sizes.
These sapplemental instructiorts do not contain basic door inst�Aatian
steps and related safety�nfarnaation.
��A ��r�R�� Faflare to follow bas�c installation at�eps and related safety infarmation
J1 ��� ��I mgy result in injwcy or dea�t.
Door installers must follow a primary fnstraction maaual for basic door �
�tnstallation steps and related safety infarmaiion. �
Tt►e cornect sel�tioA of door az�d framing mai�ials.9n edhere�cc with local �
buiIding code dizectives�is the responsibiliry of the building owaer/designer. "�
Use of a r�infom.ed garage door does not canstitute sutomatic compliaace w�th � �
any build'uig cade. I.ocal building code officials det�rmine compliance Qitenia. �
�
The percantages charted 6etow red.uce sxposure$wind sgeeds frtsm the lawer left corner of page cme �
af each drawing to approximate mph far mean roof heights H�d exposu�es B,C,&D. �
4
H B C D *
,� 1S' lUQ°Ir� 9Q% $2% �
�
;� 20" l0U% 88%a 80%a '�
•� 2S' �OQ�� 86�10 78%a `�
� 30' lOQ% $4% 77% ,����1���tllJ/���� �
� 35' 9'7%Q 83%a 76°lo ti�� �,,�,��t���.,� ��/i
a,� 44' 95% 81°!0 75% ,,�`, � ,, i �
� 4S' 94°l0 8�%r� 74% ` � No.b1737 ; � p
�*� a
� 50' 9�% �0% 74% � '�'; * ; � Digitally slgned by John E.Scates,P.E. �
=� SS` 91°l8 '79�0 73% ,,�0�.� '���..�+�� �ate:zaz�.o�.a���:�3:�7-vs�no�
ai 60' 90% 7$% 73% ''r,,j'�'F•.!�o�!0•• t�i`,���� JohnE.Scatcs,P�.
'�{t �'�'!ONl�+�{•�'�>> s��r�r�u�;,�
���1/l l l l I 11���1 c�,ron,��,�ox��sar�
Fto�aa P.�.�sir3�
TXPfi 563Q$,F-2243
c�a�c 2ozs cH.r.o�a n�� U � � �lJ lJ �11 I1LS P�e 1 of 2
�
Strut placement options ,
(hinges shawn with six screws,see drawing for actual screw quantity requirements) '
(single hinges shown, see drawing for double end hinge requirements)
struc
5trut
End Hinge
or top bracket
000 �
Auxillary
Carrier
Top Fixwre Bottom I�ixhue EndIi'mge or
bottam bracket
Sttut above top(ixture Strat above a�lllary carr�er Strut 90 center of sedion
Strut
Bnd H'mge
0
� o0o Shuc S�
Strnt ��ge Bottom Fixrim
Sh�ut
above below
1�Be (see below for optlonal locatio� ����C bottom tlxtnre hinge (see below tor optlonal location)
SLut $nd Hinge
Strni tnaY Strut may be B
SCut ��y�ll� lnstalled on
on top ha1P ��m�
oe� af hinge
lnstead of instead of
End I�'mge above below hinge �
t►in8e to to avofd S�
avoid door S
Strnt on top halX of hinge components. ���a o� Strut on bottom half oP hinge �
�
b
m
0
�
A locking system must be installed if t}ie door is not electrically operated. �
0
See drawing for smp molding requirements,on doors not more than 1"wider than opening. �
When using stop molding,secure molding with minimum 8d nails or 2-1/2"long screws. �
>
A gack bracket should be installed at a distanoe not exceed 10 inches from the bottom of the uack w
Another track bracket may be required at a distance not exceed 5 inches from the bottom of the irack. ;
Locate track brackets as required to avaid other fasteners or defects in wood. r ���{{I 11/1/ �
Add track brackets as required until the specified quantity is achieved. ���1 //� 5
The distance between track brackets should not exceed 28+/-1 inches. �����' 8���/j� a
The distance from the top track bracket to the flag angle should not exceed 38+/-1 inches. ��$,••b16�M+E'••.� �/ B
.
� t� No.51737 ' % m
: � m
� : �*` .�
Push nut detai� ;� *; * , � w
(Push nut shown, see drawing for push nut requirements) �p�. ��� ,:� � o
.
P U s h N l t t D e t a i l (u s e o n a l l m lla s,i f d epic u d on d r awin� ''�/�F���R�a'•• �\�` w
uu 3/S"L D.on bottum fixmneroUer s�m ''��js����1�`,```` �
use 7/16"L D,on end hinge and top fistnre roller st�eems �
Ja6n E.Scatos,P.H
Pash miC Slide roller inm Fiatuce snd tap push nut anto 3121 Fairgate prive
mller stem�u9ng a 1IZ"socket and hammer. I.eave an CaQoIlton,Texes 75007
1/B' w 1/4 space between push nut and Pixdue, Floridu P.E.#51737
c��rnzois ca.r.o„���n�
�� � �O� LSW[S ��page2aof2
Florida Building Cade Online ��� p � Page 1 of 3
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������td BCtS H�t�o :tAp In -USlr Reg(Strat�0� HOk TOpip : SubmlC Surrharye ' �.s&Fad5 PuWtcaUons f8C Sts}f ; 8C15 Sfta MaP : Unla - Swrsh
�u5�114��� Produt�Approval
Professi I t�. US£A:FUW1cUser
Regulation
�'!� Pr�Ju�Anntaval Mer�u>Ptnduck or Aoalk flon Search>Aodkatten Lkt>Appliptlon betail
j�r����'�Z
����, "' ;R�k FL993-R12
�AppliCation Type Revislon
Cade Vers3on 2014
Appllcatlan StaYus Approved
*Approvcd by DBPR.ApprovaiS by DHPR shaEi be revlewed and�ati8�
by th�PDC and/ar the Commisston if necessary.
Camments
Archived ,.
Produck Manufacturer Klnro,Snc
AddressJPhone/Emall 2703 College Ave.
Gosher�,SM R6528
{�74}535-1125
rmantheyt�lcii.aom
Authcrized S�gnature Rtck Wright
NckwC�rwbidgconsulta ms.com
Ted�niqi Re�resenEative
Addrass/Phone/Emall
Quality Assurence Representative �
Address/Phone/Email
Category Windows
Subcategory Singie Hung
Complfance Method Certtflcadon Mark or Usting
Certiflcatlon Agency Ameritan Arcttitecivral ManufeCturery Assodaqan
Vattdated By Ryati�.King,P.E.
� VaitdaUon Chedciist-HardCopy Received
ReFerenced Standard and Year(of SWndard) � Year
AAMAIWDMAJCSA IOifI.5.2fA4�44 20�8
Equivatence 4P ProduCt StandardS
Certlfled Sy
Product Approval Method Method i Option A
Dste Su6m3tted 02/24(2015
Date Validated 02/25/2015
Date Rendfng FBC Approval
IIate Approved 03/02I2U15
fi1e:/I1C:iUsers/Dia�ae/AppDatalLocaUTemp/417RYQUH.htm 7/24/2U15
Florida Building Code(Jnline Pa�e 2 c�f 3
Summa ot Products
FL# N9attel,Number or Name Deserlptian
993,1 a.975D SH Extruded PVC Singie Hung Ttit Window°Non-lmpact"i/8"
Annealed Insulated Glass with Nall Fn(Overall Frarlfe Slze
Max.A6 x 64}
L3mits of Use Certification Agency Certificat�
Approved for use In HVHZ:No FL493 Ri2 C CAC 993.1 A�4Mp Cert.odf
Approved for use outside HVHZo Yes Qaallty Aseuranc�Co»tr�et Ettptcation Dnte
2rnpact Resistant�No 04j28I2dib
Desipn preasureo+50.0/-b0.0 installation inatructlans
Others SeB INSI'993.1 fpr Install8tion iRSb'Uciions.(NOte- F1493 R12 II Inst 993.1.pdf
Glazing Shail comply with ASTM EZ3Q0-Q4) Verifled 8y:Cyndun F.5Gtimtdt,P.E-43409
Created by lndependenC Third Party,Yes
Evaluation Reparts
�93 Rx2 AE EVA(--4��si.odf
Created by IndependentThird Party:Yes
993.2 b.975D SH 6ctruded FVC 5ingie Hung Tilt Window"N4n-Impaet°lJ8°
Annealed Insuiated Giass with Nati Fin(avereEl Frame Size
Max.36 x 72)
4imFts of Use Certtf6cadan Agency Certflieate
Approved for use in HVFi2:No F1993 (212 C CAC 993.2 AAMA Cert.odf
Approved for usa outsld�9 NYF12:Yes Quality Aesurence Contract E�iradon Date
impact Reaisten�No OS/2o/2016
Deslgn Preasu�:tS�.QI-66.0 Instaltt�tton xq�tractFac�
Giher:See INSi'993.2 for tnstaliadon TnstruGtions.(Note- F1.993 2 iI �t 993.2.odf
Glazing Shall comply with ASTM E13p(1-04} Verlfled By:Lyndon F,Schmidt,P.E.434tl9
Created by Independent Third Parkyr:Yes
Ev�luation R�gorts
,�L493 �12 AE EVAL 993.2.odf
Created by Independent Third Yarty:Yes
993.3 c,9750 SH Extruded PVC Single Hung Tilt Wfndow°Npn-Impac'�"1/8"
Annealed In�lated Glass wlth Nail Fln(Owerall Frame Size
Max.48 x 72)
Lllmlts o1'Use CertiFication Apency Certlficate
Approved for use In HVFIxa No FL993 R12 C CAC 993.3 AAMA Cert.udP
ApF�Y��r use outside NYFtL•Yes QusliYy Assure»ce Co�act ExpiraEian Date
impact ResisEantc No 05/20I2016
pesipn Pressure:+25.0/-25.0 Insqdl�tion In9truceione
Othew See 1NST 993,3 for tnstalladon instructions.(Wote- FL493 R12 II Inst 493.3.odf
C�7aZing Shalt Comply with A'STM EI3DQ-t}4) VeriBed By: CyndCn F.SChmtdt,P.E.434U9
Qreated by Independerrt Thlyd Party:Yes
Bvaluetl+nn Reports
PL943 ii12 AE EVAL 943.3.adf
Created by IndependentThird Party:Yes
993.4 d.975a SH Extruded PVC 5ingle Hung Tflt Window"Nan-impact"118"
Anrtealed Insu(ated GEass wEt�Aium(num F�ai[Ftn-(Overalt
Frame SCze Max.46 x 60)
timits aF Use Certilieation Apeney Certffieate
Approved for use in HVHZa Na FL993 Ri2 C �AC 993.4 AAMA Cert.odf
Approved for use outAlde NVHZ:Yes Qpality AsauranCe Contrmct E�iration Date
Impact RYsl�nt:hfo 04/28/2016
DesFgn PressarC:i-5d.0l-5b.0 insta[latloe Znatkruetiar�s
Other.See INST 493.4 for instaitation ins6ructions.(Note• FL993 R�2 II inst 993.d.odf
Gtaang Shall comply with ASTM E130p-04) Ve►lfled By: Lyndon F.Schmldt,P.E.43404
Created by Independent Third Party:Yes
Evalnation Reports
FL993 RL2 AE EVAL 993.4.pdF
Created by Independent Third Party:Yes
993.5 e.9750 SH Extruded PVC Singie Hung Titt Window"Non-Impact"i/8"
Annealed I�sulaked Glass with Aluminum Nail Rn-(pverall
Frame Sfze Niax.35 x 72}
L9mits of N1se Certitieatlon Ageney Cwrtifieate
Approved ior use In HVH2:No pL993 R�2 C CSC 993,5 AAMA Ce[[.odf
Appraved�or o�se aut�ide HYHL•Yes Quality�lssursaaa Cantract Expiration D�Ce
2mpaat Resistant;No tt5/28J201b
Deslgn Pnessure:+50,0/-66,0 Installetion Instructions
ONler:See IN5f 443.5 for Installatian instructlons.(Note- FL993 RL2 II Tnst 993.5.ndf
Glazing 5hall mmpiy wtth ASThF E23a0-Q4a YeriBed By:Lyndon F.Schmldt,P,E.43449
Greated by independent Thirci Party:Yes
Evalu�kion Raparts
PL993 R1,�AE AL993.5.odf
Created by Indegendent Third Party:Yas
993.6 f.9750 SH
file:///C:/UsearslDiane/AppData/LocallTempl417RYQQH.1itm 7/24/2015
Florida Building Code Online Page 3 of 3
, t
Extruded PVC Single Hung Tllt IMndow"Non-ImpaCt"1/8°
Annealed Insuldted Glass wfth Aluminum Nall Rn-(Overall
Frame Size Max.48 x 72)
Wmits of Uoe C¢etiBeaqpn Aqeney Certifiwbe
Approved for use In HVHZ:No FL993 R32 C CAC 993.6 AAMA Cert pdf
Approv�d for use�utcida HVNZ:Y�s Quality Assurance Co�rtraet Explratfon Dabe
Impaet R�sista�e Na 05/20/2015
Design Preseure:+25.0/-25.0 Installatton Instructlona
Other:See INST 993.6 for Installation fnstrucHons.(Note- FL993 Ri2 II st 3 6
Glazing Shall comply wlth ASTM E1300-04} VeriFled By:Lyndon F.Schmidt,P.E.43409
Created by[ndependent Third Party:Yes
Eraluatlon Reports
993 R12 A L 993.6. df
Creat�d by IndependentThird Party:Yes
993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window'�fon-Impact°
5/32"Annealed Monollthlc Giass with Nail Fn-(Overall
Frame Slze Max.30 x 60)
• LFmits of Use C�cation Apenry CertfHeate
Approved for use in HVHie No F1993 Ri2 C CAC 993 7 AAMA Cert odf
Approvad tor uae outalde FNHZ:Yes Qualily AS!luranae Contract Expiratton Date
Impact Resistant:No 10/19/2016
Deeipn Pressuee:+40.0/-50.0 Inetallatlon Instruetiona
Othero See INST 993.7 far insqllatlon Instructlons.(Note- FL993 R12 II Inet Qq .7.odf
Glazing Shall comply with AS'fM E1300-04) Verlfled By;Lyndon F.Sdimldt,P.E.43409
Created by IndependentThird Party:Yes
Evaluallon Repotts
FL993 R32 AQ EVAL 993.7.pdf
---�--,-��� Created by Independent ThfM Party:Yes
993.8 �h.16000-R VS Exb�uded Aluminum Vertical Slldin9 Window°Non-]mpact°
1/8"Annealed Monolithie Glass witfi Nail Fln-(Overall
Frame Size Max.30 x 60)
L'emite of Use Ce�tlflcation AQency Certificate
r use In IIVNZ:No 12 93.8 AAMA
Approved for u�outslde HVNZ:Yes Quality Assuran�e Contract Expiration Dabe
Impact Re�fotant:No 10/19/2026
Design Pre9suro:+40.0/-40.0 Instaltation Instrucllons
Other:See INST 493.8 for Installation Instrutdons.(Note- FL993 R12 II Inst 993.8.odf
Glazing Shall compty wlth ASTM E1900-04) Verifled By: Lyndon F.Sd�midt,P.E.43409
Created by IndependentThird Party:Yes
Evaluation Reporta
FL99'� R12 AE EVAL 993.8.ndf
Created byIndependentThird Party:Yes
993.9 I. 18000-R VS Extruded Alumfnum Ve�cal 511ding Window'Non-Impact"
3/32°Annealed Monolithlc Glass with Nail Fin-(Overafl
Frame Size Max.40 x 63)
Limits of Uae CertlPlcetfan Ayency Certlfieate
Approved for use In HVHZe No FL993 R12 C CAC 993.9 AAMA Cert.odf
Approved for use outaide HVH2:Yes Quelity Assurance Contract Expiratlon D�te
Impact ROsistant:No 03/Z3/2016
Desipn Pressure:+25.0/-25.0 Initallat(an Instru�iong
Other:See INST 493.9 for installation Instructlons.(Note- FL993 Ri2 I Inst 993.9.pS1f
Glazing Shall compty wlth ASTM E1300-04) VeriFieA By: Lyndon F.Schmldt,P.E.43409
Created by Independent Third Party:Yes
Eveluation Reports
FL993 R12 AE EVAL 993.9.odf
Created by IndependentThird Parly:Yes
eack N�
[ontad US:;194�NorM Monrce Street.Tailaha«e R���a�Phone•BSO�F67-1824
The 57atp Of Florlda Is an AA/EW employer.C�e+mnht 2007-2013�te af Florida.:;�::A�vlblticv S�eemer�t::Rdund Statement
untler Flor�a�w,emau adQ�sa are puElk records.I1 yau Eo not wantyour rmefl addr�s reieased fn respense tn�pubGc-rxarda request,do rrot srnd
ele�ronic matl W thls entlry.Ir3tead,mMact Ne pffice yy y}�ane or 6y traAitlortal ma�.]f you hava erry que5tioos.P�se oor�lact 850.487.1395.•Pur,wrRbo
Sedian 455.275(SJ,Fbrlda Statup2S,eliecUve OGpber 1,2012,Ilaer�seea�a�sed under ChepLer 455,F.S.must prmride the Deparhn¢nt wlth an emall atldr�s If
tnW have ona.The ana�s provided mey De used for olBclal e0mmunl�Hon wRh the Ilcensee.However e�ne0 eddr¢�e5 are Dublic record,lf you do trot wlsh to
suppry e persnnel address,pla3se provlde the Departrncnt wlth an emall addrgs whirh�n he made avatlable W the puOGc.To d�ertnine It yeu prv a Ilcensee under
ChapLer 455,F.S.,pleasa didc�.
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� 3. Wood saews shdl 6e Gn�tdled tolow6►g Instatallon lnsiructbns of AN57lI1��,PA NOS 2012 N � I �
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BUS�tI�SS7'�/��,, ProductApProval
Professi\lIIU� � �R:PuDG[USEr
Regulation
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HAA1Kk Aporoval FScnu s Prudutt e�Amlkstion S�rth>Appliwtfon lht>Appituticn Dpt�9
•��i���;.���.r �_.�i
� FL# FL7561-R3
�'�'� ±- h i� Appllcadon Type Revlsion
Code Version 2014
Appllcatlon S�tus Approved
Comments
Arch(ved �
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Emafl 4650 Lyons Technology Paricway
Coconut Creek,R 33073
(954)949-3200
dk�dokimengineering.net
Autholized Signature Do Kim
dk@daldmengineeliny.net
Te�nical Repmsentative Dan Cooke
Address/Phone/Emall 1801 MN 64th Street
Ft.Lauderdale,FL33304
(954)491-3700
efitealum�aol.tom
Quality Assurerrce Representative
Address/Phane/Email
Category Rooflng
Subcate8ory Products Intmduced as a Resuit of New Technology
Camplfence Method Evaluatlon Report from a Florida Registered Archltect or a LJoensed
Florlda Professlonal Engineer
s�� Evaluatlon Report-Hardcopy Recelved
Florfda Engineer or Architect Name who Qeveloped Do Kim,P.E.
the Evaluatien Report
Florlda License pE49497 i
Quality Assurance Entity Quality Auditlny-Instltute Ltd. I
Quality Assurance Contrad Expiratlon Date 11/30/2a20 �
Valfdated By ]ames L.Buckner,P.E,at CBUCK Englneering
•� Validation Chedclist-Hardcopy Received ,
Certlflcate of IDdepe�dence FL7561 R3 C�I Cert of Independence.odf I
Referenced Standard and Year{oF Standard)
Equfvalence of Produ�t Standards
Certlfled By
Secdons from the Code
1709.2
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqsqJkzX72Beu... 1/27/2016
Florida Building Code Online Page 2 of 2
Product Approvai Method Method 2 Optlon e
Date Submitbed 04/30/2015
Date Valldated OS/01/2815
Date Pending FBC Approval OS/10/2�15
Dat�e Approved 06/Z3/Z015
Summa of Produets
PL i� Model,Number or Neme Deseription
7561.1 Aluminum/Aluminum ComposlEa 3'y4%6"x0.D24°xllb EPS Composite Panel,
Panels 3"/4y6°x0.D3Zx11b EPS Composite Panel,
3'y4°/6"x0.624°x21b EPS Composite Panel,
3"/4°/6"x0.d30°x21b EPS Composite Panet,
Llmlta of Use Installation Inseruetioeu
ApprovEd for uae in HVHL•Yes R7561 R3 II Elite f�.7561-R3 2014 FBG[nctailatlon
Approved!or use outsldc HVF12:Yes pwo.odf
Impaet ReslstalM:Na Verifled 8y:Do Klm,P.E.PE 49497
Destpn Pr�sure:+80/-80 Created by Independent Third Party:Yes
Other.]n HVHZ,not to be used In struetures oonsidared 6vaivapon Reports
living areas per FBC Secdon 1616 unless Impact probecdon FL7561 R3 AB Hite Alum FL7S61-R3 2n14 FBC
is provlded.See lnstalladon drawing for nominal allowable �valuation.odf
deslgn pres�res and spans. LYeated by Independent Thircl Party:Ye5
Badc �
�p�g�f:19�0 Nor[h Monroa are¢'.T911ehe�+ ��phone�85Ua&�-i82a
7he SteG.'cf Fierlda Is an/WEW anplaycr.Gvnnloht 20D7-2013 Stale ar FloAda.::�:: ::g{�g�
Under F�rida law,emiil eddrcssas ere puhlie records,p you dn rm[want your efnail address 21exs�in�po�e W a publirremrts requ�t,0o not svod
elecuordc mall ro tlds eRlry.lnstesd,mnmet Mre dfice by pfrone or 6y tredltlonel man.It you neve ael'Questions.Plense tortb�8�.487.1395.•Puravant to
SeCion�55.275(1)r Ror�a SbtuUs,eHeGlve O�per 1.Z012,IlQnse�Il�sed under Otapta 455.F.S.m�st prvvlde t6a DepartrneM wlth en emell addr�If
theY Awe me•Zha erro�ls D��ed m�y be ised T�altldal oommimlotlon wltl�the Aa.�ea Mawever ema0 address�s are puhlic�eooM.if yau do nnt wlsh ta
suppty a per�nal add�em,plmse pravlde q�e aepe�bnent�vl1h en ema0 eOEress whlcrt cen be ma0e avaFlaWe to tl�e Dubl�o To de0ertnbrc Ifyou ere a Ikemee under
Chapter455,F,S.,please dldcp�.
Pr00YCt ApVrovll AcaDtsl
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ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be mult�piied by 1.67 to derive ultimate loads (ps�. �
3' x 0.024 x 1 - LB EPS PANELS 3' x 0,032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D� KI M
CALL�WABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS7 CALL�WABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) q ABBOQIATE9,Ll.O
NE7 MAX.ALI�4A9LE SPAIJ CFT) NET MA%.ALLOVABI,E SPAN (FT) NET NAX.ALLOWABIE SAAN<FT) N� MAX.ALLOWABLE SPRN(FT) CDNHULTIN�
p��p�/pg� ALLOMAHLE AI.LOMAHLE ��-�'�� STRU CTLI RAL
LDAD CPSF L/80 L/120 L/IBO L/24D L�AD CPSF'� VBO L/120 L/180 l/240 LOAD CPSF� L/8D V12D V160 l/2�0 LOAD(PSF) L/BO L/L2D V180 V240 gNOINEERB
IW] 6 LSD3 lua 0 17a0 .9 S 1a 17.66 10 C B.
20 13� 1222 16a 20 � . EV 6 18L6 Eo .1
3p yy7g �p x1l 6.60 30 1 ] 1M6 ILPl 436 30 1fiA0 IB�b 30 17. 1 Y E9 �Dy��'
�0 92P 922 bW ¢es 13.69 6 9ab Lfi' 90 4U 1s� �495 3 7�pq��tp
SO &7] 61] 3J9 50 Gt! 1 6 50 18 0 IS7� GS 12DS T�y1n!l�R9f!
7.W 6.39 69B 0 � fR �b7 W 52
70 I.A - _ �p - _ 70 1 G6E 70 11V R.f6 �9b � Ib�A D09tlI
W 33 ' ' _ ' 80 10E - ]PA6 iN3 E7E L5a b�I��ro0.iRo0uLT
�m AOPr+ovAL
4' x O.D24 x 1 - LB EPS PANELS 4' x 0,032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0�030 x 2 - LH EPS PANELS ���,���
CALLOWABLE CLEAR SPAN CHARTS> (ALL�WABLE CLEAR SPAN CHARTS) CALLiIWABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS)
a�ew�wrzmiaFsa
�T NAX. ALL�WABLE SPAN <Fn �T MA%.ALLOHABLE SPAN CFP �T HA%.ALLOVAHLE SPAN (FT) �T MAX. ALLOWABLE SPAN (FT) e 401'��A�`�µ
ALLOVABLE ALLWAHLE ALLOL�ABLE ALLOWABLF.� � em FNenpA00LC�6n
L�AD (PSF)� L/BO L/120 V180 L/240 LAAD (PSF� L/8D L/120 VI60 L/240 LOAD (PSF� L/9D V120 V18I1 L/240 LOAD CPSF> V80 L/12D L/180 V240 u�rmru
u tAm �xro t zasc eau iezs � xL m eu� eu� z 7 e
� ISN vLl vm 9 � 9 2 UA9 I5.'JI 7 1 1 � �� �N �t �� �
90 25Y IPSO 12SU U� 70 dl E 70 1 ] SS T 1
0 �y )p,p ggp N IP21 &74 10 1 F �0 ELSI 031 �9 1d91
SU .2 992 H 50 DEB 49 S2� 50 17A6 lAJ3 L61� PLi15 lBbB 16HD �
6� 7.91 361 6o I 7 eo 1% IS% fi0 � M.7D f/� �
B-. E SSB Ol 70 72Ao - 14 145Y .7B �j
� 7y� - W ]695 BJ4 L - !D 7.lJ SSl W 1 10A9 � Z Z d
Q
6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANE�S 6' x O.OP4 x 2 - LB EPS PANELS 6' x 0,030•x 2 - LB EPS PANELS �°a o ���
CALLOWABLE CLEAR SPAN CHARTS7 <ALLOWABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) � �a�
b
NET MqX. ALLWABLE SPAN (FT> NET MA%.ALLWABLE SPAN (F7) �T MA1(.ALLOYAHLE SPAN CFT? NET �AqX, ALLOVABLE SPAN<Ffl �c�LL g��
ALLOWABLE� ALLaVABLE ALLUVABLE ALLOVABL� �7�� O�a
LOAD (PSF) L/80 V]20 L/IBO L/Z40 LOAD (PSF)� L/BO L/]20 L/180 L/2�D LOAD Q'�)� l/80 L/120 V1B0 L/240 LOAD(PSF) L/80 L/120 L/180 V2�0 E c�� V g
w z+m 0aw eu� e w uo eua ea.�a t es�a za.ac �co . e�n� e �
leDfi 7eUfi Ien E3.31 E3R1 tL6G EP.16 eo 9 3 F-U �_'�.
d7 (R13 ly3 1 2L6� 1AIE VLd 3� 2L�7 30 �91 P2,9� 21A5 �� (�
�0 13.3� 1531 13� em] V L@ 13.92 1� 79 � �0 2EE3 �dEa e3aS �HS 8 p^ g�F
�p dIY 1210 I810 1G.91 17.6C � 166L 5� EI12 EQ 1'A07 � �� 9� p U I�L �
(O 11] J 1 ) &13 b0 1838 1689 2E2 �Ai 6� 1 �9� � �� �t �M1 0.07 Q
70 tOM 144� Sf7 "Io 17d� LS.30 � 1?2 70 1 1 BJ9 �.11 E611 14f1 t]Yl W�b (� �
W 985 � 6�7 317 B 1 !SR �2 Z b0 1691 I E 19A� IR87 I68B Q a O
ui
GENERALNOTES g�u.mNi utrH �
!. Compoaikpenot9nhal16emrWcuccedmingq�ps3003-N154dmni�mmfaoinµs.lor2PCFAS7MG578awpee�ah�dEP3 cWTDxA�ac�a�
adhem to almaimm�fwinga wilh Nhinnd C1r�nen12D7AD ISO grlp.F.hcir�tion ta be by Elite pencl pmdutu enly in �
¢ccordarca w8h epprovcd fabrieatim mett�ods O�O O O O O O 0 O °PA�'^"' °"1
2. Elke roof panels msinlain e UL 771 S(f�)elnse B'(a�t)cd'mg and wc NER-501�pprove+L )O O O O O O O O O O C ai oHca¢o er: orx
3. 7tio speeficetion hns 6xn de�igned and sMall be fabjleahd 3n eccofdnn�witt�the teq¢ieema�m of Iha Flu�idn Bullding Code �: ^'�10N'"
S"Edition(FBG�,composite p�nel�oomply u�hh Chapler 7 Seclien 77A,Chapta R Stctlon 803,Clese A ioterim Gniah,md •-� '��
Cheptcr2G5eaian26Q3.Allloalbuildingmdeemerdmenbshallbeedhe�edtnasxequleed. trrtilaocrrN�oma t[crmN ��T�[x� Y.
ee
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