HomeMy WebLinkAbout16-17395 CITY OF ZEPHYRHILLS
; 5335:8TH STREET
(813)780-0020 17395
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17395 Address: 5207 18TH ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-21400-0090
Improv. Cost: 9,490.00 OWNER INFORMATION
Date Issued: 7/15/2016 Name: RILEY CHERYL
Total Fees: 127.50 Address: 55207 18TH ST
Amount Paid: 127.50 ZEPHYRHILLS FL 33542-2155
, Date Paid: 7/14/2016 ' Phone: 813-997-5163
Work Desc: INSTALLATION DETACHED GARAGE 20 X 30
CONTRACTOR S APPLICATION FEES
FIRST FLORIDA CONSTRUCTION & REM BUILDING FEE 127.50
� /� '
r V
� Ins ections Re uired
FRAME
SHEATHING �
FINAL
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.
' NOTICE: In addition to the requirements of this permit, there maybe 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,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�
,
�
l�/l�-_. �C r� �
GONT CT SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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� 2016089198
NOTICE OF COMII�NCEMENT
Per.oit No. � J
Property Identification 1 1-26-21-00 1 0.1 970 0-0060
Tf-IE iJNDERSIGNED 6ereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following informadon is provided in Nus NOTICE OF COMMENCEMENT.
1.Description of prope�ty(legd descripATon Z5207 18th Strcet Zephyrfiills.FL 33542
CI7Y OF ZEPHYRHILLS P8 1 PG 54 LOTS 6,7,&8 BLOCK 197 OR 8881 PG 1354
2).Genecal description af improvemeots: oPrached Garaae Rept:1776936 Rec: 10.00
3.OwnerInformation•�heryl G Rile_v DS: 0.00 IT: 0.00
a)Nameandaddress• 5207 18�'Street Ze�hvrhills FL 33542 06/08/2036 K. D. K., Dpty Clerk
b Name and address of fee simple titleholder(if other than owner)None
)
c)Interest in propetry:OWNER
m�
4.Contractor Infarmation First Florida Coniractois.LI.C. o m�
)Name and address: William Vanl,aarhoven 10205 US HWY 301 Dade Ciri,FL 33525 ��N
)Telephone No.: 866-6249100 Fax No.(Opt)352-521-7140 �N o
mz
5.Surety Information NONE �O1�
' a)Name and address: � wc�n J
b)Amount of Bond:NONE �m�
c)Telephone No.: Fax No.(Opt) (D�N
6.Lender.NONE .D 3 0
a)Name and address: . �+.�P
Phone No. �
��,w
7.Identity of pecson within the State of Florida designated by owner upon whom notices or other dceuments may be served: ��,o
a)Name and address: 'p �
b)Telephone No.: Fax No.(Opf_) o
8.In addirion to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section m �0� �• � �
713.13 1 ,Florida Statutes: ;� �j o •
c �ro� �. �
a)Name and address• ��" �
b)Telephone No.: Fax No.(Qpt.) � �.q� �
" . ��.,. 4 ,,• � � �
9.Eapication date of Notice of Commencement(the expiration date is one year&om the date of recording unless a different date is � ao �
Specified): � � � �
WARNIIVG TO OWNER:ANY PAYMENTS MADE BY T�OWNER AF1'F.R THE EXPIItATION OF THE NOTICE OF � � �, �A
COMII�NCEMENT ARE CONSIDERED IIKPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, � � K • �
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYII�iG TWICE FOR IIViPROVEMENTS TO YOUR PROPERTY. �Ag � �
' A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOn�i i�narvi�ia�iu�i �
INSPECTION.IF YOU IN'TEND TO OBTAIN FINANCING,CONSUL'P YOfJR LENDER OR AN ATTORNEY BEFORE �`�L. • • �
CON[NfENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. �SS * �
STATE OF FLORIDA �^/J Q ^ /� /f
J�/� %��L�C.s
COUN'1Y OF
�(�,-S CJ �
Signmunz of Owna or Owner's Autfwfiad OfficedDirectodPartner/Mm�ager
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PrintName�h er Y I � K t �,¢�-r � z U � W
O� � r"i.��J v
The foregoing inshument was aclmowledged before me this� �3 day of ��� ,2���' ,bY () U' �p=\ J
Cn er �4 R,�e•� as O w�Eu—' _�tYPe of xuthority,e•g.officer,trustee,attomey fp� Z U cn J '� O =
� Q � O = Q `" � n.
in fact)for (n e o;party on al who instrument was executed). LL W w F— � a 0
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Pecsanally Known_OR Produced Identification Notary Si ,� " �`^- ��`� o �I=— p Q O
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Type of Idenrification Ptoduced��veh �=�c_rcr�.s2 _Name(print)����i�C' `���G=i� _�O O � �y
Y
Verification pursuant to Section 92.525,Florida Statutes.Under penalries of perjury,[declaze that I t�ave read the foregoing and that V ¢O �O � '�
th d' it true to the f m knowl e and belief. = U U �
Y �S QF— � JQ
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t � li_ W��z OJ �
' ignature ofN Person Sig�ing Above Q � � �= Q �
F R""s,"°`'"�°°' CHRISTIN[DEL RICCIO � � v � >- � - �
Notary Public,State of Florida � p a p� �
My Co;nmission cxpires November 1,2017 � � z w �� � '+
Com.tvo. rF069093 w � Q � w� �
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813-��� City of Zephyrhilis Permit Appliqtion Fax�1378Q0021
Bulding DepaM�eirt
Date Received �—+/ � phone Cor�et for PertniKin S� Ga`� _�'oo
, Oiwner'sName �1 e��,� ���e OwnerPhoneNumber g�3_�9�-5»3
OwnetsAaaress S��o� ��'�-~S�r z�hurh'.11s��. p�erPhoneNumber
Fee Simple Titleholder Name N� ?J� Owner Phone Number
FeeSimpteTitleholderAddress rl�NL"
roeaonrt�ss 5aa-1 1�'�'�S� z e(���-l�t�lS �� 33s�Z �ors C�� 7
susnmsioN C'�L o� e,n h�-•�`.l� PARCEL IDa �1 - 2 L�-2\-U o�Q _\q�o o-o o e o
�oer�wm�eao ama�rzrr T�x Koncq
WORK PROPOSED � NEW CON57R 8 ADp/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
1YPE OF CONSTRUCiION Q BLOCK O FRAME Q STEEL Q�
DESCWPTIONOFWORK a�?�30 �e--l��.eo2 C�c 2� -�=o� c5�a(� �,
BUILDING SIZE ���3� \ SD FOOTAGE ,S� H9GHT �
UILDING 3 � ��� VALUA110N OF TOTAL CONSTRUCTION
QELECTRICAL 5 ���� AMP SERVICE Q PROGRESS ENERGY Q W.RE_C.
QPLUMBING a N��� ��J ���J
QMECHANICAL S � � VALUATION OF MECHAMCAL INSTALLATION � /
p�as Q ROOFlNG p sPEcu►�nr 0 oni�a
FINISHED FLOOR ELEVA NS �S v ROOD ZONE AREA �]YES NO �
. BUILDER 1� �O COMPANY �-'�S L F-/o�i�YQ ��yl�/4 c�dS.G LC
SIGNATURE ( �� � REGtsr�rsED Y/N �cuwten Y/N
Address davs �S �w y3�� /�`+�PC�y L3�.S�� License� V-�G/.2SG99�
ELECTRICIAN �� COMPANY
SIGNATURE N� r�cisr6tm Y/N FEEwr�. Y/N
Address Licensa 8
PLUMBER 1 I �� COMPANY
SIGNATURE /V� �cisrEreEo Y/N �cuRrsen Y/N '
Address Lioense f
MECHANICAL 1�L COMPANY
SIGNAiURE �� �tsiHt� Y/N �cuw�n Y/N
Address License�
OTHER � J��� COMPANY
SIGNAil1RE I�� rtEWsrmEo Y/N �cuRrse� Y/N
Addfess License f
111111111111111111111�1111111111111111111111111111111111111111111111
RESIDENiIAL Attad�(2)Pki Pmns:(2)sels of B�g Plans;(7)s�of Enet�r Forms:R-4W Permit for new aoashudion,
Mmimum ten(70)woAti�days aftcv submiqai date. Reqwred onsite.ConstrucUon Ptans.StomMrater Plans w/SQt Fe�e fnshalled,
Sanilery FealiNes 81 dumpstec;Siie WoAc Pertnk for suhdivisionsltacge projeds
COMMERCIAL Attach(2)complete sels of Bu�ding Plans ptus a Life Safety Page;(1)set of Energy Fortns.R-O�W Pertnit for new construdion.
Mmtmum ten(10)woAring days after submiffai date. Reqidred onsite.Caistrudion Plans.Stnrtmrater Plans nd Sat Fence insfa0ed,
Sani[ary Faplities 81 dumpster.Site Work Pemtit for all new projeds./W commerdal reqiri2meMs must meet c�mpfiance
SIGN PERMIT Atladi(2)sets of Engineered Plans.
""PROPERTY SURVEY requQed for afl NEW c�struceioa
Direetions:•
FlII out ap�cation completey.
Owner 8 ConUactw sign badc oF applicafion,notarized
If orer:2500,a Notice of CommencemeM is requ7red_ (A!C upgrades over;750D)
" �qe�rt(for the contrador)or Power of Attomey(for the awner)woWd be someone with notarized letter hom owner authamng same
OVER THE COUNTER PERMIT7ING (copy of coMract tequired)
Re�oofs if shingles Sewers Servi�Upgrades AIC Fe�roes(PIoUSwveylFaotage)
Driveways-Not over Counter if on p�fic roadxrdys..needs ROW
NOTICE OF DHED RESTRICTIONS: The undersigned understands that this permft may be subject to"deed"restrlctions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with arry
� 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 re.gulations. If the
contractor is not licensed as required by law,both the owner and contractor may be cited for a misder�anor 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 cor►tact the Pasco County Building Inspection Division--Licensing Section at 727-847-
8009. Furthermore, if fhe owner has hired a contractor or corrtractors, he is advised to have the coMractor(s) sign
portions of the"coMractor BIocK of fhis application for which they vhll be responsble. If you,as the owner sign as the
� contractor,that may be an irxlication that he is not properly lic�ennsed and is not entiiled to permitting privileges in Pasco
County.
TRANSPORTA710N IMPACTN71U71ES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fces and Recourse Recovery Fees may appty to the construction of new bu7ldings,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 urxlersigned also understands,that such fees,as may be due,will be identified at the time of
permiiting. It is further understood that Transportation Impact Fees and Resouroe Recovery Fees must be paid prior to
receiving a"certificate of ocxupancy"or final pouver release. lf the project dces not irnolve a certificate of occxipancy or
final power release,the fees must be paid prior to_permit issuance. Furthemrore,if Pasco County Water/Sewer Impaci
fees are due,they must be paid prior to permit issuance in aocordance with applicable Pasco County ordinances.
CONSTRUC710N LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's .
Protedion Guide"prepared by the Florida Departrnerrt of Agriculhire and Consumer Affairs. If the appliqnt is someone
other than the"awne�',I certify thffi I have obtaireed a copy af the above desaibed doam�r�t and promise in good faith to
deliver it to the"owr�e�°prior to commencer�nt
CONTRACTOR'S/OYVNER'S AFFIDAVIT: I certi(y that all the information in this application is acxurate and that all work
will be done in complianoe wilh all applipble laws regulating oorutruc6on,zoning and land developmerrt_ Application is
hereby made to obtain a permit to do wark and 'mstallation as indiqted. I certify that no work or installation has
� commenced prior to.issuance of a permit and that all work will be performed to meet standard§of all laws regulating
construdion, Courriy and Ciry codes,zoning regulations, and land development regulatioru in the jurisdiction. I also
certify that I understand that fhe regulations of other govemment agenaes may appty to the iMended woric,and that it is
my responsibility to identify what actions I must take to be in comp6anoe. Such agenaes indude but are not lim'ded to:
- Departrnerrt of Environmental Protection-Cyrpress Bayheads, WeUand Areas and Ernironmentalty Sensitive
Lands,WatedWastewater Treatrnerrt.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seauiralts,Docks,Navigable Watennrays_
- DePartrnerrt of Health � Rehabifitative Services/EnvironmenFal HeaHh Unit Wells, Wastevirater Treatrnent,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement
- Federal Aviation Aufhority-Runways.
I understand that the following restrictions appty to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly pertnitted.
- If the fill mffierial 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�ermitted building using stem wall
construcbion,I certify that fill will be used onty to fill the area within the stem wall.
- If fill material is to be used in arry area, I certify that use of such fill will not adversely affect adjacerrt
properties. If use of fill is found to adversely affect adjacent properties,the owner may be ated for violating
the cond'Rions of the building permit issued under tl�e attached pertnR appliCation,for lofs less than one(1)
acre which are elevated by fill,an ergineered drairtage plan is required.
If I am the AGENT FOR 7HE OYYNER,I promise in good faith to inform the ou+mer of the permif�ng condfions set forth in
fhis affidavit prior to oommencing oonslruction. I understand that a separate pemtit may be requQed for elecdical work,
' plumbing,signs,wells, pools,air conditioning,gas, or other installations not specifically induded"m the appliption. A
pertnit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,atter,or
set aside any provisions of the technipl codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of arry codes. Every permft issued shall become invalid
unless the work authorized by such permit is commenced within snc months of permit issuance,ar iF work author¢ed by
the permit is suspended or abandoned fo�a period of suc(6)mordhs after fhe time the work is commenoed. An extension
may be requested,in writing,from the Building Offiaal for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecxrtive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM NCEM NT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS T�YOUR PROPERTY. IF YOU 1 TO TAIN FlNANCING,CONSULT
WITH YOUR LENDER OR AN TTORNEY BE ORE RECORDING YOUR N CE CONDIIIENCEMENT.
FLORIDAJURAT . 1 .03)
�OWNER OR AG ` CONiRACTOR
Subscnbed andsw�tn to(or before�8iis �d to(or�tnmed)byfore me 1tdS
by C:h¢r+l 2�\e..� 9/�l0 ��i//iG�l�/VGly/44v��/UVe�
Wlto Is7are personally Imown to me or hasThave produced Who' a personalry knovm to me or hasThave produoetl
S 1,�Cw�S as identificadon. as identiTiratia�.
{'y(. /��[�CL'�Notary PubGc `L� � CC"�v NOtary PubGc
Con¢nission Na. r {— Q�4 1��� 'sson No. f �U6 /���
CHRI Chc-��-�t�e 7e����Fo
or sNamped Plarne or Nota�r h�.P�d or stamped
Notary Public,State of Florida CHRISTINE DEL RICCIO
N1y Commission Expires Novem�er 7,2017 Not�iy Public,State of Florida
Com.No. FF0690�3 My Commission Expires November l,2017
Com.No. t=F069093
N1A.P �F SUR VE Y NORTHE4ST CORNER
�� . S�CTIDN 1� TDWJVSh4'P £'f S'GLTl� R�4NGE E'1 EAST, PASCD CG!/NTY. �O1?ID,4 BLOCK 197� FClR 1/2° �
i � PLS 2673 • �
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CITY OF ZEPHYRHIU.S, i I . • ' L�T 5 ^.j;;�;.�<;;: :.
in Plat Book 1, Poge j i ;° �;,; ,.�:�.,�,,.r,pONQRk`f�,,,;'� - _._._.,.---�- -
• � ■ 140.1 Z(Ml :t,;;;: �IVEWAY:,:;:;'>-
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1P0L —Cheryl G. RJley �, e
—Sunsoast Schools Federal Credlt UnTon
� —First Anercjaln �%��'sv�o�ce �ompany �UPDATED SURVEY.' 05�23�2013
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SUBJECT PROPERTN SHOWN HEREON LIES IN FIRM YONE �. ,��, wor vura Kmpur ne�n�s u�o n+�awrorw,� ORAWN 8Y p,lL �� �TE OZ/19/04
�r.rnRniu� m rtaF nunnwi Annn in�ua�NCF a�tF e�aa. _ _. ._ __ __.. __. ____.._________.._. __..__�._
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NORTHEAST CORfJER
i SECTIDN 1� TOWNSf�1�P �� S'�fJTH, R�4AIGE �1 EAST. PASC� COUNTY. ��LI�IAa4 BLOCK 197� FC/R i/2"
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DESCRIPTlON: � � o�
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- -- I - - I- -- LOT 5 �I
� Lots
6 7 a �
nd 8 B -
, , lock 197, CITY OF ZEPHYRHILLS, � ,,, -�----
— - - - - I I .:....;......,. ,....: ..„ —
as per plat thereof recorded in Plat Book 1, Poge •.-:�;;::�;�;:;,;':};y;`.;�drueR��� _=- -=
i
' � FIRST FLORIDA CONTRACTORS
10205 US HWY 301
� �- �- -----� Dade City, FL 33525
� (352) 521-7145 Fax(352) 521-7140
__
Permit Authoriza.tion Power of Attorney
To Whom It May Concern,
I, William VanLaarhoven, GC of First Florida.Contractors, LLC CBC 1256991
Authorize Christine E DelRiccio, to obtain/pickup building permits for various projects .
If you have any questions please contact my office (352) 521-7145.
Thank you, I
�I/i I�iQl�� `//�'� �v`/�'� '
First Florida Contra ors,LL .Print)
� �
Signature
DATE: 3-a9•l6
Notary: (7i a�• ��oAo e•
� a�''ou
�cc�c� p6�n ���,�`� PATRlCiA L.JOHNSON
��¢;,�� i o u.y1�iISS10N#FF185847
Signature +Z�� E.�CPIRES.Dace�nber 28,2018
DATE: �--�1 Z'�/��
Fytorida Building Code Online Page 1 of 3 �
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Regulation �
�1!}�1}!;',7JI}�?i�'�l�1� Produd Aooroval Menu>Product or Aoolication Search>Apnlication List>Appli�fipn Defail
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n'=r•,s�a=�� FL# FL9555-R3
CTli:.=1r 1=•;
Application Type Revision
Cade Version 2014
Apptication Status Approved
Comments
Archived i�
Produd Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S.KING ST.
FAYEITEVILLE,NC 28301
(910)483-0479 Ext256
j stie by�unioncorrugati ng.com
Authorized Signature ]ohn Stieby
jstieby@unioncorrugating.com
Technical Represenqtive
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance Method Evaluadon Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C�, Evaluadon Report-Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
the Evaluation Report
Florida License PE-62240
Quality Assurance Entity Keystone Certificadons,Inc.
Quality Assurance Contract Expiretion Date 12/31/2020
Validated By Yoosef lavi,P.E.
l�/� ValidaHon Checklist-Hardcopy Received
Certificate of Independence FL9555 R3 COI CertificateIndeoendence odf
Referenoed Standard and Year(of Standard) Standard Year
ASTM E1592 2001
FM 4470 1992
UL 580 1994
Equivalence of Product Standards
Certified By Florlda Llcensed Professional Engineer or Architect
FL9555 R3 Eouiv TestEquivalent C1999 3T7 odf
FL9555 R3 Eouiv TestEauivalent C1999 8 odf
Sections from the Code
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtvOROQkZAS... 5/11/2016
�
, Elorida.Building Code Online Page 2 of 3
• Product Approval Method Method 1 Option D
Date Submitbed 03/23/2015
Date Validated 03/24/2015
Date Pending FBC Approval 03/29/2015
Date Approved 06/23/2015
Summa of Products
FL# Model,Number or Name Description
9555.1 5V Panel 29 ga.,24"wide,through fastened panel over wood
supports
Limits of Use Installation Instructions
Approved for use in HVH2:No FL9555 R3 II EvaluationReportC1999 3.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resista�:N/A Created by Independent Third Party:Yes
1 Design Pressure:+N/A/-70.25 Evaluation Reports
Other:Uplift load of 70.25 psf @ support spacing of 24" FL9555 R3 AE EvaluationReoortC1999 3.odf
o.c. Created by IndependentThird Party:Y�
9555.2 MasterRib Panel 26 ga.,36"wide,through fastened panel over steel supports
Limits of Use Installation Instrutfions
Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 4.odf
Approved for use outside HVHZ:Yes VeriFied By: Bala Sockalingam PE 62240
Impact Resista�rt:N/A Created by Independent Third Parly:Yes
Design Pressure:+N/A/-47.2 Evaluatton Reports
Other:Uplift load of 47.2 psf @ support spadng of 60"o.c. FL9555 R3 AE EvaluationReoortC1999 4.odf
FL9555 R3 AE LSC1999 4.pdf
Created by Independent Third Party:Yes
9555.3 MasterRib Panel 29 ga.,36'wide,through fastened panel over steel supports
umits of Use Instaltation Instructions
/lpproved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 S.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resista�rt:N/A Created by Independent Third Party:Yes �
Design Pressure:+27.1/-37.7 Evaluation Reports
Other:Design load of 27.1&-37.7 psf at support spacing � FL9555 R3 AE EvaluationReportC1999 S.odf
of48"o.C. FL9555 R3 AE LSC1999 S.pdf
Created by Independent Third Par[y:Yes
9555.4 MasterRib Panel 29 ga.,36"wide,through fastened panel over wood
supports
Limits of Use Instaliation InstruCtions
Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortC1999 6.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Parly:Yes
Design Pr�sure:+27.1/-36.2 Evaluation Reporls
Other:Design load of 27.1&-36.2 psf at support spacing FL9555 R3 AE EvaluationReoortC1999 6.odf
of 48"O.C. FL9555 R3 AE LSC1999 6.Ddf
Created by Independent Third Party:Yes
9555.5 MasterRib Panel 29 ga.,36�wide,through fastened panel over nom. 1"x 4"
wood supports
Limits of Use Instailadon Instructions
Approved for use in HVHZ:No FL9555 R3 II EvaluationReoortCi999 7.odf
Approved for use outside HVH2:Yes Verified By: Bala Sockaiingam PE 62240
Impact Resistant:N/A Created by Independent'fhird Par[y:Yes
Design Pressure:+N/A/-138.9 Evaluation Reports
Other:Uplitt load of 138.9 psf @ support spacing of 24" FL9555 R3 AE EvaluationReoortC1999 7.odf
o.c. Created by Independent Third Party:YPs
9555.6 PBR Panel 26 ga.,36"wide,through fastened panel over steel supports
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9555 R3 II EvaluationRe�ortC1999 8.pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistanr N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-52.5 Evaluation Report5
Other:Uplift load of 52.5 psf @ support spadng of 60.187" FL9555 R3 AE EvaluationRe�ortC1999 8.odf
o.c. Created by Independent Third Party:Yes
Back Nezt
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtvOROQkZAS... 5/11/2016
i
� ,
�
� EVALUATION REPORT OF
, ', UNION CORRUGATING COMPANY
�26 GA.MASTERRIB PANEL'
,
OVER STEEL SUPPORTS
��
� FLORIDA BUILDING CODE STH EDITION (2014)
FLORIDA PRODUCT APPROVAL
FL 9555Z-R3 •
STRUCTURAL COMPONENTS
ROOF DECK
,,
� Prepared For:
� Union Corrugating Company
P.O.Box 229
,' Fayetteville,NC 28302
�, Telephone: (910)483-0479
� Fax: (910)483-8897
� Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#b2240
, 1216 N Lansing Ave.,Suite C
� Tulsa,OK 74106
Telephone: (918)492-5992
� FAX: (866)366-1543
��
, This report consists of
� Evaluation Report(2 Pages including cover)
� `�����i���ii���
Installation Details(1 Page) ������p,LiNG ��i
.`� �G• '��S E�AM ��'�
� ��� �•GF,N ��c `,�
� Q':� ZA� :
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; Report No. C1999-4 � • O :Z�
� Date:3.20.2015 �* '• �(P�� p��:
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5 P�.�=`o.
9 �
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• ' FL 9555.2-R3
C1999-4
• 3.20.2015
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c.
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others)
, Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
��
Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60 o.c.
(Factor of Safety=2)
Support Attachment: #12-14 x 1" long self drilling screws with washers
At end supports @ 3.5"-5.5"-3.5"o.c.across panel width
, At intermediate supports @ 9"o.c.across panel width
Sidelap Attachment: %4"-14 x 7/8"long SDS with washer @ 30"o.c.
Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test
� Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference' and FM 4470
Section 5.5 `Resistance to Foot Traffic'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. The design uplift pressure for reduced support spacing may
be computed using rational analysis prepared by a Florida Professional
Engineer or based on Union Corrugating load span table. This product
is not approved for use in the High Velocity Hurricane Zone. Fire
cl�ssification is not within scope of this Evaluation Report. Refer to
FBC 2014 Section 1505 and current approved roofing materials
directory for fire ratings of this product.
Supporting Documents: ASTM E1592 Test Reports
� Farabaugh Engineering and Testing Inc
Project No.T163-06,Reporting Date 6/7/06 �
FM 4470 Test Report
ENCON Technology Inc
C1583-2,Reporting Date 7/24/08
.,,
PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER �a �
� 9" O.C. DETAIL � � 30" O.C.
�9" O.C.--{ MASTERRIB � \
INTERIOR SUPPORTS � PANEL f \ a
�
\ �
MIN 18 GA. STEEL �-��
(DESIGNED BY OTHERS) �
PANEL FASTENER � SIDELAP FASTENER �
3.5"-5.5"-3.5" O.C. � 30" O.C.
�9" O.C.� MASTERRIB
END SUPPORTS PANEL
MIN 16 GA. STEEL
(DESIGNED BY OTHERS)
TYPICAL PANEL INSTALLATION X—SECTION t/f ; WN,�
Kp F �U N
a Z
� � �
� � Y��
I
MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASfENER � � Z n�o
- PANEL � 9" O.C. � 30" O.C. 3,5"-5.5"-3.5" O.C. Z °'
� �' �
d �� �
a �
MIN 16 GA. STEEL (SEE LO DXS AN�TABLE FOR � �' �
(DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) � _ ° �
a �g�
SECTION VIEW ' ���
��
N
GENERAL NOTES: � ���
1, ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA �� � �
SIDELAP FASTENER MASTERRIB BUtLDING CODE (FBC).
1 4"-14 SDS WITH PANEL 2. ROOF PANEIS SHALL 8E 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH
I OF PANEL = 36".
WASHER � 30" O,C. PANEL FASTENER 3, ROOF PANEIS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS
�12-14 x 1" LONG DRAWING.
DS WITH WASHER 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
MIN 16 GA, STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BEiWEEN THE MINIMUM
(DESIGNED BY OTHERS) REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
PANEL SIDELAP 6 REQURED OR EACH APPILCATION ANID A EN�THEIRESPONSIBILIiY OFIOTHERS.
7. PANELS MAY SPAN BEZWEEN FAVE TO RIDGE SUPPORTS OR RAKE TO RAKE
SUPPORTS. 1599-4
SHEET N0.
� OP �
Florida Building Code Online Page 1 of 2
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Fforida Depa�ment�� ��� i ��" I u�'�'�hon � �Top"� � Submi[Surd�afge ' �at5&Fa�s A,a;�o� ; Fsc sasr 1 �Site Map � u� I s�Rn !
Business'(� .�
Professibn�ai �,�=� �'��"�;A�"a'
Regulation
Product Aooroval Menu>Produtt or Aoolication Search>Aoolitation List>Applimtion Ddeil
� � R# FL9557-R3
��� Application Type Revision
Code Version 2014
Application Status Approved
Comments
Arthived �
Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S.KING ST.
FAYETTEVILLE,NC 28301
(910)483-0479 Ext 256
jstieby�unioncorrugating.com
Authorized Signature ]ohn Stieby
jstieby@unioncorrugating.cam
Techniol Representative
Address/Phone/Emafl
Quality Assurance Representadve
Address/Phone/Email
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sodcalingam
the Evaluadon Report -
Florida Vicense PE-62240
Quality Assurance Endty Keystone Certiflcations,Inc.
Quality Assurence Contract Expiretion Date 12/31/2020
Validated By Yoosef Lavi,P.E.
`� Validation Checklist-Hardcopy Received
Certificate of Independence FL9557 R3 COI CertificateIndeoendence.odf
Referenced Standard and Year(of Standard) ���� Year
ASTM E1592 2001
Equivalence of Product Standards
Certified By Florida Vicensed Professional Engineer or Architect
FL9557 R3 Eauiv TestEquivalent C1999 1 2.�df
Sections from the Code
Product Approval Method Metllod i Option D
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Florida Building Code Online Page 2 of 2
4
� r .
, - Date Submitted D3/23/2015
Date Validated 03/24/2015
Date Pending FBC Approval 03/29/2015
Date Approved 06/23/2015
Summa of Prodacts
FL# Model,Number or Name Descrip6ion
9557.1 MasterRib Panel 29 ga.,36"wtde wall panel over steei supports
Limits of Use Installation InstruCtions
Approved for use in HVHZ:No FL9557 R3 II EvaluationReoortC1999 l.�df
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resista�:N/A Created by Independent Third Party:Yes
Design Pressure:+45.35/-37.7 Evaluation Reports
Other:Design load of 45.35&-37.7 psf at support spacing FL9557 R3 AE EvaluationReoortC1999 S.odf
of48°o.c. FL9557 R3 AE LSC1999 l.�df
Created by Independent Third Party:Y�
9557.2 MasterRib Panel 29 ga.,36'wide wall panel over wood supports
� Limits of Use , Ins�llation Instructions
Approved for use in HVHZ:No FL9557 R3 II EvaluationReoortC1999 2.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impaet Resistan�N/A Created by Independent Third Pariy:Yes
Design Pressure:+4535/-36.2 Evaluation Reports
Other.Design load of 45.35&-36.2 psf at support spacing FL9557 R3 AE EvaluationReoortC1999 2.odf
of48"o.c. FL9557 R3 AE LSC1999 2.odf
Created by Independent Third Party:Yes
Back Ne:t
Co�rtad Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The Sla6e of Fbrida is an Aql�O employer.CoovrioM 2007-2013 State of Florida.::Privacv SblemeM::Acoessibifitv Stanement::Refi�nd Statement
Under Florida law,email addresses are public reoords.If you do rrot waM your�mail addre4 rnleased in response to a public-rernrds requ�t,do not send
electronic ma0 to this eMtty.Ir�stead,cor�d the office by phorre or by tradiUorwl mail.If you hava any QuesdOns,D���ntact 850.487.1395.'Pursuant to
Sectlan 455.275(1),Florba StaNles,effemve ORober l,2012,I�11�unda q�apDu 455,F.S must provWe tt�e DeparOrt�ent wtth an emall address If
' tl�ey have one.The emails pov7ded may be�ed for offiaal comm�miotion w�Th the froe((�see.However Ema�addrpsses are public remld.Tf you do not wish to
� wpply a personat addres,please pfovide tl�e Department with an ana�add�s�vhitl�on be made availaMe to the public.To deLamine fi you are a fiae�see u�er
ChaP�455.F.S..W�se[Gdc h .
Product MDmval Aaxpts'
�� FCtec1 �--.�-.r�.
4.Y'llil�\'�Ili7"ItIC'S
�
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, • ,
� EVALUATION REPORT OF
' . UNION CORRUGATING COMPANY
' �29 GA.MASTERRIB PANEL'
OVER STEEL SUPPORTS
! ' TH
FLORIDA BUILDING CODE 5 EDITION (2014)
� FLORIDA PRODUCT APPROVAL '
FL 9557.1-R3
; t Pr�NEL WALLS
' SIDING
� � �°
Prepared For:
�' Union Corrugating Company
�
P. O.Box 229
, Fayetteville,NC 28302
Telephone: (910)483-0479
Fax: (910)483-8897
, Prepared By: -
� Bala Sockalingam, Ph.D.,P.E.
� Florida Professional Engineer#62240
, 1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
� Telephone: (918)492-5992
FAX: (866)366-1543
,:
; This report consists of
. Evaluation Report(2 Pages including cover)
� Installation Details (1 Page) �
� ����t����ir�ii�i
Load Span Table(1 Page) ���� �CKALIIVG�i,� '
� � . . �
���Q- .,. �N.S F.'9�j'! ��i
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Report No. C1999-1 = • E OF :�:
, Date:3.20.2015 %9:. S�A� ��.:�'e�
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• ' FI,9557.1-R3
C1999-1
. • 3.20.2015
Page 2 of 2
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c.
Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Min 18 ga.,min 50 ksi steel supports.Must be designed by others
Design Pressute: +45.35 and-37.7 psf @ support spacing of 48"o.c.
(Based on testing) (@ 3 span condition with FS=2.0)
Panel Attachment: #12-14 x 1"long self drilling screws with washers
At panel ends @ 3.5"-5.5"-3.5"o.c.across panel width
At intermediate @ 9"o.c.across panel width
Sidelap Attachment: 1/4'-14 x 7/8" long SDS with washer @ 24"o.c.
Test Standazds: Panel assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1404.5
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum support spacing listed herein shall not be
exceeded. The design pressure for reduced support spacing may be
computed using rational analysis prepazed by a Florida Professional
Engineer or based on Union Corrugating load span table. This product
� is not approved for use in the High Velocity Hurricane Zone.
Supporting Documents: ASTM E1592 Test Report
ENCON Technology Inc.
� C1514-1 (Test#1 &3),Reporting Date 9/S/07
��: ��,
PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER `9'
� 9" O.C, OETAIL � � 24" O.C. �+�+�+
�9" O.C.� MASTERRIB / � �\ �
INTERIOR SUPPORTS PANEL
�
� /
MIN 18 GA, STEEL �—��
(DESIGNED BY OTHERS) �
PANEL FASTENER � SIDELAP FASTENER �
3.5"-5.5"-3.5" O.C. � 24" O.C.
�9" O.C. MASTERRIB
END SUPPORTS PANEL �
MIN 18 GA. STEEL
(DESIGNED BY OTHERS)
V �O
TYPICAL PANEL INSTALLATION X—SECTION " W"'�
� z rn
F c�N
� Z�M
PANEL FASTENER � � � N��
3.5"-5.5"-3.5" O.C. SIDELAP FASTENER �+STERRIB =4 ��
t/4"-14 SDS WITH P�E`pANEL FASTENER � = o�
WASHER � 24" O.C. �2-�4 x 1" LONG � �
�DS WITH WASHER
� �
a W �
MIN 18 GA. STEEL � a
(DESIGNED BY OTHERS) • � �
SIDELAP FASTENER
PANEL SIDELAP m � �g�
� 24" O.C. MAX 48° O,C. � �n�
(SEE LOAD SPAN �
TABLE FOR �
ALLOWABLE LOADS '
AND SPANS) GENERAL NOTES: � � j
1. WALL PANEL HAS BEEN DEStGNED IN ACCORDANCE WITH THE FLORIDA � "
BUILDING CODE (FBC). �� � �
MASTERRIB 2. WALL PANELS SHALL BE 29 GA. (t = 0.013"). EFFECTIVE COVERING WIDTH
PANEL OF PANE� = 36".
3, WALL PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS
DRAWING.
4, REOUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT,
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS.
PANEL FASTENER 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FlORIDA
� 9" O.C, BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
, REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTftOL, ,
6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIB{LITY OF OTHERS. I
MIN 18 GA. STEEL 7• PANELS MAY SPAN BEfWEEN BOTTOM TO TOP SUPPORTS OR SIDE TO I
(DESIGNED BY OTHERS) SIDE SUPPORTS. 999_�
SECTION VIEW j"`oF°' �
Florida Building Code Online � Page 1 of 3 '�
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Busines5'�'� _
Professibnal +�; 6R��R:�;"�"a'
Regulation
produtt Aooroval Menu>�r2duct or Aoolication Search>Aoolication List>Appliedon D�all
�'���'-=�,?:���_ � R# R12765-R4
�:�r-�-�.--=•
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
ArChived �
Product Manufacturer )anus Intemational Corporetion
Address/Phone/Email 134 East Luke Road
Temple,GA 30179
(770)562-2850 Ext360
curts�janusintl.com
Authorized Signature Curtis Schroeder
curts@janusintl.rnm
Technical Representative Curtis L Schroeder
Address/Phone/Email 134]anus Intemational Blvd.
Temple,GA 30179
(770)562-2850 Ext360
curts@janusirrii.com
Quality Assurance Representative ]ake.Lyons
Address/Phone/Email 134]anus Intemational Blvd.
Temple,GA 30179
(770)562-2850 Ext304
jakel@janusintl.com
Category Exterior poors
Subcategory Roll-Up Exterior poor Assembiies
Compliance Method Evaluadon Report from a Florida Registered Architect or a
Lice�sed Florida Professional Engineer
� Evaluadon Report-Hardcopy Received
Florida Engineer or Architect Name who developed the ]oseph H.Dixon,Jr
Evaluation Report
Florida License PE-7768
Quality Assurance Entity National AcQeditadon and Management Institute
Quality/Lssurance Contract 6cpiration Date 12/31/2018
Validated By Gordon Thomas,P.E.
i� Validation Checldist-Hardcopy Received
Certificate of Independence FL12765 R4 COI 29018 cert of fi. indeo.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA SOS 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Sbndards
Certifled By
, http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsmFBcODh9XI... 5/11/2016
Florida Building Code Online Page 2 of 3
,
, � Sections from the Code
C�J I affirtn that there are no changes in the new Florida
Bullding Code which affect my product(s)and my praduct(s)
are in compliance with the new Florida Building Cade.
Documentadon from approved Evaluadon or Validatlon Entity �jYes GNo �%N/p ,
FL1Z765 R4 COC 35008 self affirm 12765 R3.odf
Product Approval Method Method 1 Option D i
Date Submitted 03/10/2015
Date Validated 03/10/2015 I
Date Pending FBC Approval '
Date Approved 03/15/2015 �i
Summa of Produets !
FL# Model,Number or Name D�crlption I
12765.1 Series 1100 Series 1100-26 Gauge Door Assebmly Max Size:8'-8"x
14'-0"
Limits of Use Instaliation Instructions
Approved for use in HVHt:No FL12765 R4 II 29018 Dwa T1012 Rev A.odf
Approved for use outside HVHZ:Yes FL12765 R4 II 29018 install 750 1100.�df
Impact Resisqn�No Verified By:]oseph H.Dixon,]r.7768
Design Pressure:+24.4/-27 Created by Independent Third Party:No
Other:Not for use in High Velocity Hurricane Zones Evaluation Reports
FL12765 R4 AE ER-09-0008-R.�df
Created by Independent Third Party:Y�s
12765.2 Series 1100 Series 1100-26 Gauge Door Assembly Max Size: 10'-0"x
14'-0"
Limits of Use Installation Instruetions
Approved for use in HYHZ:No FL12765 R4 II 29018 Dwa T1013 Rev A.odf
Approved for use outside HVHZ:Yes FL12765 R4 II 29018 install 750 1100.odf
Impad Resistan�No Verified By:Joseph H.Dixon,Jr.7768
Design Pressure:+19.4/-22.7 Created by Independent Third Party: No
Other:Not for use in High Velocity Hurricane Zones Evaluation Reports
FL12765 R4 AE ER-09-0008-R.Ddf
Created by Independent Third Party:Yes
12765.3 Series 3100 Series 3100-26 Gauge Door E�ssembly Max Size: 16'-0"x
20'-0"
Umits of Use Installation Instrucdons
Approved for use in HVHZ:No FL12765 R4 II 34012 Dwa T1004 E.odf
Approved fo�use outside HVHZ:Yes FL12765 R4 II 34022 Mod 3100 inst instr.odf �
Impact Resistan�No Verified By:Joseph H.Dixon,]r.7768
Design Pressure:+36/-41 Created by Independent Third Party: No
Other:+36/-41 psf at 12'-0°wide.Varying loads are Evaluation Reports
shown for widths 8'-0'to 16'-0".Not for use in High Velodty FL12765 R4 AE M3100 FL12765 T1005G P2.odf
Hurricane Zones Created by Independent Third Party:Yes
12765.4 Series 3100 Series 3100-26 Gau9e Door Assembly Max Size:20'-0°x
20'-0°
LimiYs of Use Installation Instructions
Approved for use in HVHZ:No FL12765 R4 II 32041 FL T1005-F 0002.odf
Approved for use outside H!/HZ:Yes FL12765 R4 II 34022 Mod 3100 inst instr.odf
Impact Resistant:No Verified By:]oseph H.Dixon,Jr.7768
Design Pressute:+35/-38 Created by IndependentThird Party: No
Other:+35/-38 psf at 16'-0"wide.Varying loads are Evaluation Reports
shown for widths 15'-0'to 20'-0".Not for use in High FL12765 R4 AE 32041 ER-09-0007-R2 120112 0005 odf
Velocity Hurricane Zones Created by Independent Third Party:Yes
12765.5 Series 750 Series 750-26 Gauge Door/lssembly Max Size:3'-0"x
12'-0"
Limits of use Installation Instructions
Approved for use in HVH2:No FL12765 R4 II 29018 Dwa T1000 Rev B.odf
Approved for use outside HVHZ:Yes FL12765 R4 II �9018 install 750 1100.odf
Impact Resistant:No Verified By:Joseph H.Dixon,]r.7768
y Design Pressure:+35/-45 Created by Independent Third Party: No
Other:Not for use in High Velocity Hurricane Zones Evaluation Reports
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqsmFBcODh9XI... 5/11/2016
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".'y,. C.��'L� `•� �l,lS•.����e� �"V � — DRAWI G ELEASE it-l4-02 DM
HORI20NTAL 3j' TO WJTSIDE UF BRACKET •� p� "a� o� V � A NOTE R V1S ONS �-1 -4 DM
NEADRUOM LEG CBOTH ENDS) ^��. ���1 °�d'�"� "` `� �i��q OVERaLL
• � \ '�• TO END OF A%lE� �� B NQTE REV S10NS 6-17-D9 CS
q�•� •o :•.��S �:a 4 `�� �R. CBOTH ENDS)
!0'-0' MA%.VALL OPEMNG�F9iJi �
Q CCLEAR OPENING) ' �7�±�� }a,��7� 20. 2�.
� '� � � �, 1 A � 3 e y y � � e, � ` � � BARREL ASSEMBLY Re 3 •
VERTICAL '{ 5` F �1 q`� C ,,� '� j � g }• •
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.0�7'MIN
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GU1DE
CONCRETE/ CURTAIN PANEL DETAIL A
�AMys B��K ASTM A653 GR 80 ZWC C�AiED S7EEL 2�• II
GVIDE PRE-PAINTED VITH FULL C�AT Oi' PRIMER AND i
STEEL HAKED SILICONI2ED POLYESTER FINISH COAT
�AMBS 26 6A CURTAIN ➢ETAIL ea�cacrcirn�ee n4oeK du+es ' ',
USIN6'J/16•%2-I/4'TAPC6V KL
2�•
ALL C01�@lENTS SHAI.L 1E ni
«�-�� �STM A653 ST[[L V/MIN �
M�' 1'Y•3]KS[WLViWiiEO I I
26 GA 9/16�I�E
VALL CURTAIN 24 GA <,022) GALV� PER I1S M A693 G-90 t 1E•nc,w�x
OPENIN6 STEEL Bi1TTOM BAR 1 i
HEIGHT �*�- . _
CCIEAR�ENING> ASTM A653 W/MIN, �
FY=33 KSI
z�.
DOUBLE 1/4'QS THRU BOLT W1TH
HANDLE LOCKING NUT LOCATED AT EACH
END AND MIDDLE OF ANGLE� STEEL J/iWS
INTERMEDIATE SINGLE HOLt
LOCATED 24' MA% d.C, us�Nc w�i-��x r T6KS P1INCIUfE M[AL
2' X 1-1/2' k �105' 16 GA (,063) GUIDE MOUNTING DETA]L
� GALV. STEEL ANGLE
ASTRAGAL ASTM A653 W/MIN, pPENING VERTICAL HDRIZONTAL
FYm33 KSI HEIGHT HEADROOM HEADRDOM
CONTINU�US FULL
CURTAIN WIDTH THRU 7'-4' 15-!/2' 17-1/2'
HOTTOM BAR ASSEMBLY
SIOE VIEW
INSIDE ELEVATION OVER 7'-4'
BOiTOM HAR ASSEMBLY THRU 8'-e• �6' 18'
OVER 8'-B' ��. 18-1/4'
2.000 S.t25 I THRU 10'-0•
� 95, � � ,641
HEADR❑OM REQUIRED
�»�'> � T16S[CmiIDENilAL DOdAtENTS SUI14ttCD lY JMIUS CONTAIN INFOFMATION OF�pROPR1ETMY NA7URC '�R'"�� JANUS INTERNATIONAL CORPORATION
�R.I09 .836 11ND MAY NOT�C RCfltOWCEO Oi USCD TO N�NU�IICTWE�NTTMING IN PART 0�7 W Vl�.[F�R M7Y
PURPOSE OTlER TH�N TW1T VHICH IS NECESSMY�UR PR[Pi1RAT1�J OF)IDS O'CNGIIffERING VIT/�UT ru�K� 134 JANUS INTERNATIONAL BLVD TEMPLE,OA 30179
9Y ' tos z,563 2x R.o�e ��E%PRE55 PCRM1S510N OF JANUS YHICH MAY REtALL DOCIAENTS 11T MlY 7I1�. ��Q.$FZ-28$OIFB%��O-5B2-ZZP�
MPLI[D f71USW
Rt.a00 UNLESS OTHERWISE SPECIFIED DIMENSfONS ARE IN INCHES AND TOLERANCES OO 2012 Janus Internallonel Corporatlon All Righls Reserved
ARE� �����
�x R.soo CERTIFIED WIND LOAD RATED
WINDL❑CK DECIMAL FRACTIONS ANGLES HOLE DIAMETERS �wwf '"T� 26 GA SERIES 750 DODR ASSEMBIY
__ 95• + GALV, STEEL, +,Oo� ��' MAX, SIZE 10'-0' X 12'-0'
.836 ASTM A653 �XX ±�03 t 1/16 t 0°30' UNDER ,251 -.003 BECKY NELSON I1-14-02
� WITH MIN� �XXX f�005 ,251 to ,500 +�006 �c�o� s�:c on�wwc�m �n�'
1563 FY=33KSI OVER .500 +•008 DON MILLS 11-14-02 g T 10 0 3 p
-.003 �vw�cv[a Sw,u sN[cn or�
DON MILLS 11-14-02 NONE 1 2
,q143QttISa;!`�+ _,
, `�,��Q`� �' p�-ka f�,fi .
`�` �����o�.���� � �Y �/ �
4 Q�,�•��GE�VS�, . � r �
+ �; Wo. T7S8 � � � .
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. ..,
— '� � STAT�OF ; ; ���5'oNs
SELF-DRILLIN6 TAPC�N XL • � REV 'DESCRSPT]ON �DATE APPROVAL
PANCAKE HEAD SCREV 8/16' X 2-1/4' �E� j �11 +� j� i �/ � A NOTE IN V SIONSSE 4-16-04 DM
N12-14 X !'L�NG P�• E 12' MAX. O.C� . : � y ,r/ `^P . j��
B 12' MAX� U,C, � . �' . •.' t �� R� �O�1Y ��� `��/`�� H NOTE REV SIONS 6-17-09 CS
I� V1ND IOCKS ATTALH '{4�';'�•;r:�.�r:: ,380 �/ ������������ �
i VITH 2 EACH 3/16'1d -Q
--,{ RIVETS-21NC COATED ;�r•;�� .. , �.WI '/IS Y A1 ���`��, m.270 X2
I
� .'. EXISTING C�NCRETE ��,. +rA �1�� a,53o�- 1.750
viHn�ocK e �8• �+*,� ��,uN 28• �I f I j E! 1� /
EVERY OTHER VINDLOCK B
CORRUGATION EVERY OTHER ' ,812 5� 10
� � CORRUGATION R.234 X2 �
OPENING VIDTH+ 2-3/�' 3'� 0f.016
CURTAIN W1DTH* 2-1/2' I��,-�y Q v d 03,@00
STEEL JAMBS CONCRETE/FILLED BLOCK JAMHS I T 3.732 01.220
LH GUIDE MOUNT SHOVN RH GUIUE MOUNT SHOVN R.B31 X2 �
� 4�788 �
/ R.345
Vy+9B fPLF> VY i98<PLF) �'�'.+''j ..�.,. ` a6� Q %2 1.000' O.D.
f� ; .. :;s' / ' � , .a STEEL PIPE
i' :.. �` � 1.oat
'. • y t=,065'
I� ,r.�;•,.. ,' � 't'
c-_cr._�__ . .
Vx+299 Vxa299 Q '
CPIF) wrnw cuaT�a CPLF) ,
Vx-�OS Vx-q05 g90 3.542
<PLF) <�F> • d
VY'115<PLF) .739 9,746 •'
VY-115(PLF) i•I9D jV0 1/4'➢1 PONERS
WEDGE-HOLTS W/ 1-1/2' 1L682
MIN, EMHEDMENT IN
CONCRETE OR TVJO 1/4'A� ASTM A653 WITH Fy = 37 KSI
STEEL JAMBS CONCRETE/FILLED BLUCK JAMBS STEEL SCREWS W/FULL GALV, STEEL IN ACCORDANCE
�H GutDE MOUNT SHOVN RH GUfDE MOunIT SH�vN REAR VIEV PENETRATION INTO MIk. 1/8' stn[v�cv
STEEL, IF EXISTING ]S MASONRY, WITH ASTM A653 G90
SUPERIMPOSED L�AD DIAGRAM FILL CELL W/2500 PSl GROUT,
DOOR MDUNTING,BRACKET DETAIL
GENERAL NOTES I1� GUIDE TO JAMB ATTACHMENT FASTENERS BEG1N�'FROM
B DESIGN BASED�N CERTIf1ED TESTING LABORATORIES,INC„TESF REP�RT
ND, CTLA-983M-3 FLOOR AND END 3-1/2'BELOV TOP OF 1lALL OPENING.
l. TMIS ROLL-UP➢OOR SYSTEM IS DES[GNEO IN ACCORDANCE V[TH THE FLORIDA 9 ANC1i0R NOTES� 12• TEST DOOR VALL OPENING S12E�10'-0' x 8'-0'�
HUILDING C�➢E. A. EMHEDHENT LENGTH D�ES NOT INCLUDE STUCCD F1N1SH,
2. THIS R�LL-UP DO�R HAS BEEN TESTED IN ACC�RDANCE VITH ASTM E-330 AND B, fOR HOLLOV MASONRY,P1LL ALL CELLS C ANCHOR V]TH 2500 PSI GROUT.
C�MPLIES VITH ANS1/DASMA 108. C� ANCMORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURER'S
SPECIFICATI�NS
DESIGN LOhO�'19'� PSF 30� DDOR OPERATION TYPE TO BE PUSH-UP.
-22�7
3. VIND LOADS FOR BUIIDiNG�PENINGS SHALL BE DETERHINED BY A PROFESSI�NAL
ENGINEER US7NG APPROPRIATE WINO SPEED AND DESIGN CR[TfR10. THIS DO�R . .
NAY BE USED MHERE THE DESIGN LOAD MEETS�R E%CEEDS THE DESIGN LOAD ��T�DCR
FOR THE BUILDING OPENWG. 1Kse carn�o[N1[w mtwrtNis su�Nttt[n ar duas caNi�fN�raat'uilw�or��aoaRsi�nr ruiva[ JANUS INTERNATIONAL CORPOR/1T10
FND Nl1Y NOT!E REPRGOIK[0�R USED TO M�MI(/�CTW[ANYiMiNG IN PMT IXi IN VM0.E FOR I�MI
4. SUPERINPOSED LUADS ON THE JAMHS FROM TH1S DOOR ARE DESIGNED AS Vx P�POSE OTN[N TWW TW1i VWCX IS N[C[SSAItY fOR PREPMI1T10N 0�DIDT 0�[NGI1&ERING VI71WT �Tn+�w� 134 JANUS INTERNATIONAL BLVD TEMPLE,GA 3017
AND Vy HEREIN� CONTRACTORS SHALL NAVE BU1LD[NG ENGINEER VERIFY 1ME E%PRESS PERMISSION ff JNNUS VHICM MAY RfC/iLL DOCW[NiS�T Ml7 itME� ��Q-$s'j-ZBSOIF07(��O-SBZ-2ZEO
ADEQUACY-OF BU3LDING STRUCTURE TO RESIST SUPERIMPOSEL LOpDS Vx,Vy i1PPUCD ftWSM �c 2012 Janus(nternallonal CotpOtBtlon All Rlpht9 Reserved
AND eRACKET �oAnS SHOVµ UNLESS OTHERWISE SPECIFIED DIHENSIONS ARE IN INCHES AND TOLERANCES �„�T�,�,�,
5. PLL VELDING SNALL BE PERFORMED BY OUALIFIED VELDERS 1N ACCORDANCE ARE� CERTIFIED WIND LOAD RATED
V]TH A,V,S� SPECIFICAT�ONS,LATEST EDITION. ALL VELDING EIECTRODES SHALL DECIMAL FRACTIONS ANGLES HOLE DIAMETERS "PaiOV"�= °"T` 26 GA SERIES 750 D�OR ASSEMBLY
CONfORM TO A.V,S�A5�1 GRADE E-70.
«,00+ "'"�" MAX, SI2E 10'-0' X 12'-0'
6 DDORS SHqLL HE PROVIDED VITH IOCK MECHANISMS AT THE OPTfON�F iHE �XX ±�03 t 1/ib t O�3O' UNDER �2SS -,003 HECKY NELSON 11-14-02
OVNER. .XXX t,00s ..00b �E° S"` °�""'"`"'"�� T 10 0 3 B
.251 to ,500 _,003 DON MILLS 11-14-02 B
7 ALL 8[ILTS AND VASHERS SMALL HE GALVAN�2ED�R STAIM.ESS STEEL V1TH tD08
A MINIMUM TENSILE STRENGTH OF 6D KSI, OVER .SOO -A03 �P�6 sa�t� �Ei' 2 " �' 2
DUN MILLS 11-14-02 NONE
Florida Building Code Online Page 1 of 3
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Florida DeparJnent�f �"°"� I ��" I �����n�HotTopi6 j Submi[Surdia�ge � Stats&Facis ' Pubficatiorts I Fec smn ! sas sm�►�wP i � i s�Rn f
Busines��'�
Professibnal t--�_4������"�"�'
Regulation
Produc[Aooroval Menu>Produc[or Aoolication Searth>Aonlicatlon Lis[>ApplimLtion De��l
r.�..�
��-;='.:; c - �# FL4904-R7
'�-=f+':?r':-,
� Application Type Affirmation
Code Versfon 2014
Application Status Approved
Comments
ArChived _i
Product Manufatturer Masonite Intemadonal
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-3667
sschreiber�mason ite.com
Authorized Signature Steve Schreiber
sschrefber@masonite.com
Technical Represenqtive
Address/Phone/Emai!
Quality/Lssurance Representa6ive
Address/Phone/Email
Category Exterior poors
Subcategory Swinging Exterior poor Assemblies
Compliance Method CertifiCation Mark or Listing
Certification Agency National Accreditadon&Management Institute
Validated By Nadonal Accreditation&Management Institute
Referenoed Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS Z02 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
oGI affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in complianoe with the new Florida Building Code.
Documentation from approved Evaluation or Validadon Entity �Yes O No JN/A
Product Approval Metliod Method i Option A
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Florida Building Code Online Page 2 of 3
,
�. Date Submitted 04/29/2015
• � Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summa of Products
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door
Units
Limits of Use Certifieation Agenry Ce�cabe
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.Ol.odf
Approved for use outside HVHZ:Yes Quality Assurance Co�rtract Expiration Date
Impact Resistant:Y�s 12/31/2020
Design Pressure:+76.0/-76.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0128.odf
Florida Building Code induding the High Velocity Hurriqne Verified By:Ndtional Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 504A.odf
3'-0"x 6'-8°max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protettive system is NOT
required.See DWG-MA-FL0128-05 for detaiis.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Daor
Units
Limits of Use Certifieation Ageney CertificaYe
Approved for use in HVH2:Yes FL4904 R7 C CAC NI006110.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Con6ract E�iration Date
Impact Resista�rt:Yes 12/31/2020
Design Pressure:+70.0/-70.0 Instellation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0129.odf
Florida Building Code including the High Vetocity Hurrione Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Mlnimum Design Loads for Buildings and Other Evaluation Report5
Structures,do�s not exceed the design pressures listed. FL4904 R7 AE 503A.odf
3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Par[y:Y�
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FL0129-05 for details.
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificabe
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.Ol.vdf
Approved for use outside HVHZ:Yes Quality Assuranee Contract Enpiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+55.0/-55.0 Installation Instructions
Other:Evaluated for use in locadons adhering to the FL4904 R7 II FL0128.odf
Florida Building Code inctuding the High Velocity Hurcicane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as detertnined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.pdf
12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent'fhird Party:Yes
resistance is required,hurrlcane probective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0128-05.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelibes
Units
Limits of Use �cation Agency Certificabe
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.pdf
Approved for use outside HVHZ:Y� Quality Assurance CoMract Expiration Dabe
Impact Resista�:Yes 12/31/2020
Design Pressure:+45.0/-50.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0129.�df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determ(ned by Created by Independent Third Paity:
ASCE 7,Minimum Dasign Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R7 AE SOSA.odf
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Par[y:Y�
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0129-05.
4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.02.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqteluIwHNbblSc... 5/11/2016
�n
� � y� 749'MAX. OVERALL FF7A�lE W1DTN 0�'C �
L:1"�/��'(iCi:f�Q•��i?�iL��� � O
21" MAX 36.375" MAX. � (p
SlDE-HINGED WOOD•EDGE STEEL DOOR UNI'f D.LO.- pANEL WIDTH 37.5�� tiux. ¢ p
6'-8"DOUBLE DOOR WITH/WITHOUT SlDELlTES W/ASTRACAL � r FRAME WID7H o (Y�
GENERAL NOTES Z �`?O
1, EVALUATED fOR USE IN LOCATIONS ADHERINC TO � � � � Z O,U
THE FLORIDA BUILDINO CODE AND WHERE PRESSURE
REQUIREMENTS AS DErERMINED BY ASCE 7, AiiNIMUN 1�J ln=
DESICN LOADS FOR BUILDINGS AND OTHER STRUCTURES, � l(')U
DOES NOi pfCEEO iHE OESICN PRESSURES USTED. ^� � Z �
O ,_f-
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS N0T REOUIRED ON °D � � (n
OPAQUE PANELS, BUT!S REOUIRED ON GLA2ED SIDELITES. � �0 � � �
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN -!
ACCORDANCE WITH SECTION 2220 OF THE fBC� W r7 O �
� �
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 4
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESiING OF LITE FRAME MATERIAL: � � °'a
TEST OESCRIPTION DESICSlATION RESULT ��S �
SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F $ �$
RATE OF BURNINC ASTM D638 0.77 IN MIN ������
SMOKE DENSITY ASTM D2843 13.4R e
TE.NSILE STRENCTH• ASTM D638 7.509C DIFF ���"�
� COMPARATIVE TENSILE STRENCTH AFTER WEATHERING �� � 'm
4500 HOURS XENON ARC METH00 1 �
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DESIGN PRESSURE RATING REOUIRED TO BE 15x OF DESIGN PRESSURE o��:,7 7 1 05
TABIE OF CONTENTS CO FIG MAX IDTH I SWING OUTSWI G INSWINC I ./� �/ sc�tc: N,T.S.
SHEET f� DESCRIPTION x 37.5 +78,0 -76.0 +78.0 -76.0 +19.0 -19.0 +85.0 -55.0 W
1 TY ICAL ELEVATIONS dc C NERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +5 .0 -55.0 owc.ev: SWS
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N 0 ING LOCATIaNS & AILS pX0 1 2. +� .0 - .0 + . - .0 +19.0 -1 . +55.0 -55. '
3 ANCHORING IOCATI0N5 & DETAILS OXXO 149 +5 .0 -55.0 +55.0 -55,0 +19.0 -19.0 + 5.0 -55.0 KUR7 8AL7HAZOR ow�wuac Ho.:
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ATTACHM NT DE7AfL N��,�
1, ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ' Z
SIGNED AND SEALED BY LUIS R. IOMAS, PE � �
(FLORIDA #625T4) W�TH THE LOWEST (LEAST)
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FASTENER RATING FROM THE DIFFERENT FASTENERS �'
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BEING CON5IDERED FUR USE. JAMB, HEAD, AND �a��
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ` c�a vai�y z
#10 WOOD SCREWS OR 3/16" TAPCONS, A PHYSICAL �' Q
HARbWARE SCHEDULE a�� �
SHIM MUST BE PLACED IN SHIM SPACE AT FACH ANCHOR �cn o Z �
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a��s �
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
2. Mt1LLI0NS TO 8E 2-1/2" X 4-3/8" STRUCTURAL GRADE o�
AF 5-1/2' CENTERLINE. � om
FJ PINE ON CONTINUOUS HEAD AND SIIL UNITS. BACK TO "�o�,� •
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2, 4" X 4" FULL MORTISE BUTT HINGES �N�N o
CORRUGATED FASTENERS LOCATED 3" FROM EACH END `—' rn�N�
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD ,
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,'';" , �ti,';
12" O.C. i,5o"� . �.z5,. ,,.• • .
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3. THE WOOD SCREW SINGLE SHEAR DESIGN VAI.UES COME FROM MIN �0.25" M�N °�� � � ' .r o,�.215° z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHE�VEMENT HM '^�M a�r�: 7 11 05
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE , � A����� � �e: N.T,S,
MINIMUM EMBEdMENT OF 1-1/4". c�- �- �r,� c�- �- �,+
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4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO , ���'' i'��: Rev�dBy �s� ,,,� - ak.er;
�BRBVIBW��.��x ORAW�NO NO.:
TRANSFER LOADS TO STRUCTURE. -
5. MINIMUM DESIGN VALUE' STRENGTH OF ANCHORS 171 LBS, IYP�CAL WOOD BUCK TYPICA� MASONRY owc-r.u-�.oize-os
ANCHOR INSTALLATION ANCHOR INSTALLATION
sH�r 3 or 3