HomeMy WebLinkAbout15-16835 CITY OF ZEPHYRHILLS
. 5335-8TH STREET
• (si3)�so-oozo 16835
BUILDING PERMIT
PERMIT INFORMATION . LOCATION INFORMATION
Permit Number: 16835 Address: 39320 9TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: NOT APPLICABLE - Lot(s): Block: Section:
Contractor: PRECISION GARAGE DOOR Book: Page:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est.Value: Parcel Number: 12-26-21-0300-00000-0380
Improv. Cost: 1,232.00 OWNER INFORMATION
Date Issued: 12/16/2015 Name: MITTEER SHIRLEY M �
Total Fees: 67.50 Address: 39320 9TH AVE
Amount Paid: 67.50 ZEPHYRHILLS FL 33542-4702 '
Date Paid: 12/16/2015 Phone: 813-783-1034 �
Work Desc: GARAGE DOOR REPLACEMENT 8 'X 7 '
� APPLICATION FEES
BUILDING FEE 67.50
i j �d �� � C�-- ,
Ins ections Re uired
FOOTER CONSTRUCTION POLE SHEATHING ',
FOOTER BOND 2ND ROUGH PLUMB FRAME I
ROUGH ELECTRIC DUCTS INSULATED MISC
1ST ROUGH PLUMB LINTEL SEWER
DUCTS INSTALLED PRE-METER MISC
PRE-SLAB WATER INSULATION WALL
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 properly. 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 pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
c�L- �
CON CTOR 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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City of Zephyrhills ��
BUILDING PLAN REVIEW COMMENTS I
Contractor/Homeowner: ��k.C�S !v►l� �00� �C�V I�C'
Date Received: �2 - /0 � (S
Site: 3`� 3 z � Q�'� f-1 VL
PermitType: 4ARAC�t ODOI� /��PLAe1=rf�ErUj
Approved w/no comment5: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall b kept with the permit and/or plans.
1� � �� �.�
Kalvin Sw r- ans xaminer Date Contractor and/or Homeowner
(Required when comments are present)
. . ' �-----._._ j ' 8uiiding Depe�#nent : .
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Date Receive,d .f�— '��� ' �hone Contact far Permitfing •-�1� g�G. �.�`u��",� _
' � . •, , . ,. ..
Owner's IVame r'�;t'�-c�yr ' j+7�"Ct.r' � _ - 4wtteT Phone'Nutitber. `F1 J 3 ' 7$�� '��3'-f '
. � . .. • ,
owner"s Address 3f� '� '. �'�'G . �',�"J��i!/s;,�'� 33t"'!2 ' OStirner Phane�lumbe�
. i • . - .
Fee Simple�7'itleholder Name �- � � � ` Ouvner Pitane Number
i. • . . . .
Fee SltripteTittehaider Addt�•ss�' 1 . . • ' ' ' ' • �
• JOB ADDRESS �I f 3 Zc� �r�' f J-✓'+�' .Z�rc. � r Lr�I J S �G �' ;3 3 r"'"�2 LOT-# �
5U9DNISION.' • `nR.�'�'j �S7R'y►��� . PARC�I.ID# �2"2:�- 2/-a3A' �c�"-o38° •
�""' , , (08TAINEDEROMPitOPERTYTA%NOTIC�
WORKPROPOSED ' , ;; NEW GONSTR 'ADD/AL? SiGiV Q . MOVE •[� DEMOLtSH. , .
- . � � 1NSTALJ.. : e ..'REPAIR- � . . .
PRQP05ED USE - Q � SFR . ' �- COMM �] OTHEEi
' TYPE OF G01+lSTRUCTIQlY Q � BLOCK � �], FRAME' � t Q - STEEL [� OTHER I�•.� ��
�ESCRIPTION O�WORK. ' •� /Gi .�•:� �'r �� 7• /�G � �/3S'"2/-<o - .
BUILDING SIZE ' • � SQ F407AC,E�� `,.,� � HEtG1,1T • . . , .
.
' � BUILDiNG �$ �� � ��� r.- VALUATIOi�OF 70TAi.CONSTRUC7'fON �
' . . , . , .�,. � . . . - , • , .
Q �ELECTRICAL $ • � : ' - AMFSERVtGE Q PRO�RESS�ENER�Y � � ������•
Q �'�l3tUlS3IV� � ,$ � � � .. . . . � ����� .
�' I• � .. , � , . .
Q MEGHAN,IGAL $ a : : . .. ' Vq�.UA3'iC1N,OFMEG�lAN1CALlNST�t.LATIOt'�! _
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� . C.�.AS r, � �. R4QF,lNG- ,Q . SPECIALTY � flT!-iEl�- • , ,
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FWISHED FLOOR ELEVA �ONS � ' � , FLOOD ZONE AREA _ [�YES` ' �[�NO '' • '
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SU[LDER ' - � � `r •-f COMPANY ' l?��GiStOr"t ' i�oot StNic�.
SIC,NATURE � � /` RE�Is�REo Y/ N ., •FeE Cutt�NT: .Y 1 N
Addres.s 1�737 �r�.b,�l< R.J• Gltar..r+her�G.t -�'�3T�2 • � . . l3cense#. G�3G /2T�"t1G3 �
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ELE�TRiC1Atd.� . - . • :-`Ct1M�'AMf ' . • .
siGNA'I'I�RE ��isi��En . .� Y/ N �FE�cu�Nr - Y I i3 '
Addres� � ' ' _� � - t.icense# �� ` - �
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FLUMBER '; ' I . . ` . 't -. . , Ct�MPAl+IY � . - ' . -
3IGNATURE• � � R�Gisr�t�o Y/ N FEE CURR�NT ' Y!N
- ' � �• ' • ` - ' �
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Address 1 ' � • ` ` �UGeitse#
M�CPlANICAL ' � � ' �`� ' � COMPANY " • '., . •
• SI�NAi'Ul2E � . - = � �RE�x�Et� Y t t� , �GtT�REi�3' - Y!N . � . .
Address � � � - • • • � � ' _ .Liaense# I �
.._'�' .OTFIER ' • .. . � - . .. . " .
slCat+tAT1IRE �_'_. w.�._.. .._..._._..._.._._..__ ._ t�E6is�EttE� " Y/ N FE�GURREAis � • __ _
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Address � ' � • I.icerise�
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RESID�NTIAL Altac�(2)Pla Plans;(2)sets of Bui[ding Pians'(�i)set af�nergy Forms;R 0=W�PermiYfor new constnuction,
_ . , °Mlc�tcnum.tea. ,0)wodcing,days after submittat da#e_ Re�quired ansife,Constructian Plans.Stamlwater Plans w%Sitl Fence lnskalled,
•� � Sanifar�F2tciii es 8�,9.diunps#e'r,Site Work Perinit for subc3ivisidns/large projea�s
COMMEFtC1AL• . ,Attar,�i.(3)co plete sets af Building Plans p1Us�a 'Llfe Safety Page;.(1)set-of�nergy Forms..R-�-W 1'ermit for new constructian.
. �Minli�um fen �14)wortcing days aftersubmitEat data. Rsquired a�isite,Gonstruction Plans,Starrnuvater Plans inr/'SUt FenGednsCalled�
Sanitary Pacil.Ges&1 dumpsfer.8i#e Work FermiE for atl neuv projec#s.A!I commercial requirements mttst meet cotnpliartca
' SIGN PERMIT � Attaoh(2)se�of Eng[neered Plans. . _ - - ---- - -- . - -
. �"*P�ROPER SURVEIG required fQr a21:NEW.�onsiruc�on, - ' - .
, birecti�ns; ' • l � . ' ' '
� �iit outappitcatian cor�pletely. . • • • • ' � ,. - '
Wmer�ConEracfor�ign b�tck+o'f apptica{ian,nofarized , •
If ove��25pD�a Noti e of Cotnmencement Is required, (A1C upgrades over$5000) - ,
"' Ageni{for tt�e cont�a�or}a�P er a�Attorqey(for the av»zer}would be someone witii notarized tet#er fcatn awnec atstizocizing same -
DVER THE GOUNTER PERMf7T1 G (Fror�k of Application Only) , '
.Reroats Sew�ers ServiceUpgrades AtC FenGes{Plo#tSarvayi�ootage) � -
UrivBways-IVa,t overfGounter f on public raadways,:needs R011V
GC';'_,., '2 y,;J.'.J::i!;'q, ..�` _ �^��r,.�e t, ,f,.
'°a'.�" ri �. ' _ ,., ' *�v_. 7 �
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$ �.�if'• . � ,
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NOTIGE OF DEED RES RICTlC1NS: The understgned u�derstands that this permit may be subject to"deed°testrtc#ions°
which may be more rest�ctive th�an Cot�'nty regulations: Th�under'sigi�ed assumes responsibility far compliance witti any
applicabie deed restrict�o s. �
UNLICENSED CON�CTORS AND CONTRACTUR RESPONSiBii�lTtES: if the owner has hired a cant'ractcir ar
cQnfracfors to undertake ork, t�iey may be required to be 1[censed irt accordance with state and I�cai regulaE�ons. If fhe
con#ractor is n+�t license= as re�uired by [aw, both the awrrer and contrac#ar may be cited for a mtsdemeanor vialation
under s#ate law. !f the c�wner Qr in#ended contraetor are uncertain �s to what licensing requirements may apply far the
intended workt they are�dvised�#o contact fhe Pasco Couniy Buitding tnspection Division--Licensirig Section at 727-847-
8009. Fu�hermor�, if fhe owner has hired a contracfor or confraators, he is acivised fo have fhe confractar(s) sign
portions of fhe "contracf�r Biack° ofi this applicafion for which.they wili be responsible_ If you,.as the awner sign as the
cc�ntracfar; that:may be�an indicatian that he is rloE properly licensed and is not entitied #o�ermitting privileges in Pasco
County. �' � . . . • .
TRANSPORTATION IM AGTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The underslgned understands
that Transpor#atian tmp c#•Fe,e�and Recourse Recovery Fee� may apply to fhe ConStruction ofi new buitdings, change of
use in exist�ng buiidings or expansion of exisfing buildings, as specifr`ei3 in Pasco Cvunfy Ordinance number 89-07 and
90-07, as amended. T e tandersigned also understands, that such fees, as may be,dae� witl be iden��ed at the tirrte�f
permitting. I#is fur#her nderstaod that Transport�tion Impact Fees and Resource Recovecy Fees must be'paid pciQr�to
receiving a� °eerti�eate o occupancy" or fi�nai power release. If the project does not involve a certa�cate of accupancy or
final perwer release, the fees must be paid prior fa permit issuance. Furthermore, if Pasco County WaterlSewer Impack
fees are due,fhey must be paid prior fo permit issuance in accordance with appiicabie Pascv Coun�y otdinances: • .
GONSTRUCTION L.tEN L.AW(Chapfer 7�f3,Ftorida Stata��s,as am�nded}; If v�tuatian of Vuork is$2,500.00 or more, i •
; certify tha# t, the appli ant, have been provided with•a copy of the °Florida Consttuctiarr �.ien Law—Hameowner's
Protectton Guide" prep rsd by�the Flortda Qepartment of Agriculture and_Consumer Affairs. If fhe applicant is someone
oEher�than th�°owner°, �cerkify�that�khave obtained a copy of the abave descrbed document and pr�mise in good�faith to
deliver It to the°owner" riar to commencement � - � •' -
CONTRACTOR'SIOWR�ER'S A�FIbAVfT: I certify fhat atl the infarmafian in fhis applicafian is accurafe and fhat ail work
wiil be done in campiia�nce with aii appiicable laws reguiat�ng consftvat'ran, zoning and iand devel�pment. Application is
hereby made to abtair� a p+�r�nit to do work artd instalfation as indicated. f cettify th�t no w�ork Qr ins#a(lat�on has
commenced prior to issuance�of a perrnit and fhat a!! work will be performed to meet sfandards of a!1 laws regulating
construction, Counky a'd City;codes, zaning regulations, and tand deve(opment regulations in �he jurisdiction. [ also
certify that I tlnderstan�tF�at tNe regulatians of other governmen#agencies may appiy tv the infended work. and fhat it is
my responsibility to idenfify what acfion�I mus�take�to�be:in compliance. Such agenc�e�inciude�ut are nofi timited to:
- Department af EnvirvnmenEai Protection-Cypress BayFieads, Vilettand Aress and Enrriranmentally Sensifive •
L�nds,Wa erlWastewater Treatmen�: , . '
- Southwest Florida V4fater; Management District Well�, `Cypress Bayheads, Wetland Areas, Altering
Wat�raourses. ' " � - ,
� - • Army Corps af.Engineer,s-Seawalls,Docks,�tavigable 1lVaterways.
- Departme t af Health &`Rehatiilifative ServicLs/Erivironmentai Neatth Unit Wei1s,..Was#ewater Trea#rr�enE,
Septic Tan s. i � � .
- � US�Env[ra mental�Protection Agency-Asbes#os abatement.
- Federa!A�lation Aufhority-Runways. ' � •
1 understand that the fqllowing�restrictiQns apply to the.use of fill:
- Use of fil(i§ not atlowed in Flood Zone°V"unie�s expressiy permi#ed: "
- If the ff(t rfnaterial is to be nsed in �tood Zone "A", it is understaod fha� a drain�ge p{an addressing a
�carnpensating vcr��ume" witl be submitted at�#ime of pertnitting which is prepared by � professiciria�l'ettgirteer
iicensed b�#he St fe of Florlda. - . .
, - !f the fill n�taterial�is to be used in Flood Zane "A" in connection with a permiH:ed building Using:sfem wall
� constructic�n,.l certify that fill ruill be used onty to filf the area within the stem wali.
i - If.fill mat rial is tta be used in any a�ea; 1 certiiy fhat use ofi sueh ft11 wiii not ac�versety affect.adjacent
ptoper#ies� If.vse of fili is found ta adversely aiFect adjacent properties,the owner t�ay be cited#or v�ofating
, the oondit�ons•af�the building permit issued under the aftachecl permit applic�tion, for lots less than one (i�
acre which{ are elevated by fi!!,an engineered drainage plan Is re,quired. .
If!am the AGEFJT FO�R THE�OWNER, I promise in goad�faitii fo infarm the awner af the permitting condifions set forth in
this aftldavit priar ta c�mmen�cmg consfruction. i undersfand ihaE a separate permit inay be reqvired for electrical worlc,
plumbing, signs, weit , pools; air conditianing, gas, or ofher'instaliatians no� speai#ica{ly included in the applicatioti. A
permif issued shaii be�cons#t'r.ted to 6e a license to proceed with the work and not as author3ty to_violate, cancel, alter, ar
set�aside any provisio�s nf the technical codes, nor shatl issuance af a petmit prevent the Suildin�Off'icial from thereafter
�Gequ�r:.ingt�;co�:ectian:�of-�n�rs_Ja.:plar�s,;.consti'.uctto�.oi"vio}at;ons of any cades_�Every permit issued shall:becamea�.v,alid- �--�-
unless#he work autharized by such permit is commenced within six months of permiE issuance, vr if work aUfhorized by
the permit is suspended or abandoned for a period of six(6)rnonths after flie time fhe work is commenced. An extenslon
�may be�requesEed, in�writing� from fhe 8uilding Gfficiai far a-perio�i nak•ta exceed ninety..{90} days and wilt demanstrate
justi�abte cause far thle e�ctensicin. It work ceases for nir�ety. (90}consecutive riays,ihe�ob is considexed abandaned. ,
WARNING TO.,OWN�R: Y�?UR FAILURE-TO RECCIRD A NOTICE O� COMMENCEMENT MAY RESULT tN YDUR
PAYIt�(a-TWICE_FOF�IMLF�OVEIVIENTS`_Tt�YOUR•PROPEFlTY. tF YUU 1N'i�#�[Ci,Tb..OBTAiN�'�NANCING,,CUNSULT
WITH`YC1UR LENRER�R AN ATTCIRNEY'"���OF�E�RECOR�Ii���Y`€D�D6�;NQ�`!G'E�C1�=�t?{1t1�1l�t�iCE�ltlIENT.__ ____ ____
OLC1RiDA JURAT(F.S,1 i�.03) ' " '
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Snbsc I�ed and svvom.1�(br a�rm }befate me thls ' - Subs ri and swom•to ffimted)ti��o re me this
-y2 8 rr bY ��1G'..�� � ��c z'� I B/,.r" by �rv��:Xevr��.
Wha Isiare personaity knoVun to m��'i�haslhave produced Who(slare personatly known fo me or haslheve prodttced
� ��l�d�n����Qn, as identi�cadon.
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Commisslon hla. '1 '�� Commisston No. �,'�Y�j�,Y��.,�.p�p� —' --
�'* �• *1�(CAMMlS5I0 ��`'�—' � "� �` °* MY COMMISSION t FF.935353
w - � omber 1i,24i9
Name of Notary typec�r, ��� r �y:TN�t1►SlNtet � Na[[te of IdQtBty typed,grtnted or �����lo� �dedfiro9u��atKobrYSericet
� Florida Building Code Online Page 1 of 3
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Florida Depzrtment� BCIS Home � Log In � User Registration � Hot Topics i Submit Surcharge i Stats&Facts ; Publ(mtions � FBC Staff � BCIS Site Map � Llnks � Search �
Busines �(�
Professi�l lal � ";* ProductApproval
�!USER:Public User
Regulation
Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Apptication Detail
•"�' � " FL# R13521-R3
Application Type A�rmation
Code Version 2014
Application Status Approved
Comments
Archived �
Product Manufacturer Amarr Garage Doors/Entrematic '
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1309
' danny.��r��m�a�r.com
^'`��� �� o�r� �
Authorized Signature Brandba�r t1�F g��" / /�
brand�Lge�ntle am�ir�e �RHI��S
NS EXANIIN��
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurence Representative Danny Joyner
Address/Phone/Email Amarr Garage������SHALL COMPLY WITHALL
165 Carriage C
Winston-Salem��p��G CODES FLORIDABUILDING
djoyner@amarr��E�NATIONAL ELECTRIC CODE AND
Category Exterior poors CITY OF ZEPHYRHILLS ORDINANCES
Subcategory Sectional Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a
Licensed Florida Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Thomas L.Shelmerdine
Evaluation Report
Florida License PE-0048579
Quality Assurance Entity IntertekTesting Services NA Inc.-ETUWarnock Hersey
Quality Assurance Contract Expiration Date Ol/Ol/2016
Validated By Steven M.Urich,PE
� Validation Checklist-Hardcopy Rece(ved
Certificate of Independence FL13521 R3 COI Statement of Indeoendence revised.pdf I
Referenced SYandard and Year(of Standard) Standard Year I'
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards ��
------------------ — --------------------------
CerEifie�-BY------- -------- --- ---
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
� Florida Building Code Online Page 2 of 3
� .
Sections from the Code
U I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity nyes ONo ON/A
FL13521 R3 COC FBC 5th Edition Affirmation FL 13521-
� R2.odf
Product Approval Method Method 1 Option D
Date Submitted 03/30/2015
Date Validated 03/30/2015
Date Pending FBC Approval
Date Approved, 03/31/2015
Summary of Products
FL# Model,Number or Name Description
13521.1 StratFord,Heritage and Oak Dwg.IRC-6016-155-26-I,Thru 16'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-155-26-I Drawina 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+37.0/-41.0 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-155-26-I Evaluation Reoort
7-SO sealed.odf
Created by IndependentThird Party:Yes
13521.2 Stratford,Heritage and Oak Dwg.IRC-6009-150-15-I,Thru 9'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-150-15-I Drawinq 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+35.6/-42.1 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-150-15-I Evaluation Reoort
7-10 sealed.odf
Created by IndependentThird Party:Yes
135�1.3 Stretford,Heritage and Oak Dwg.IRC-6009-169-15-I,Thru 9'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-169-15-I Drawina 7-10 FL.�df
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+453/-51.2 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-169-15-I Evaluation Reoort
7-10 sealed.odf
Created by IndependentThird Parly:Yes
13521.4 StratFord,Heritage and Oak Dwg.IRC-6016-140-24-G,Thru 16'wide.
Summit Modeis 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVH2:No FL13521 R3 II IRC-6016-140-24-G Drawinq 7-SO FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retaii Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+29.7/-33.8 Created by Independent Third Party:Yes
Other: Evaluation Reports -
FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort
7-10 sealed.�df
Created by Independent Third Party:Yes
13521.5 Stratford,Heritage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide.
_._ __� _ Summit Models-600,650-and 950—____ _______._
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeed... 7/2/2015
� Florida Building Code Online Page 3 of 3
i `
Limits of Use � Instaliation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6016-130-15-I Drawina 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+25.6/-29.1 Created by IndependentThird Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-130-15-I Evaluation Reoort
7-10 sealed.odf
- - Created by Independent Third Party:Yes
13521.6 St tford,Heritage and Oak Dwg.IRC-6009-130-15-I
Su it Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ No FL13521 R3 II IRC-6009-130-15-I Drawina 7-10 FL.odf
Approved for use outside VH2:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L Shelmerdine R PE#0048579
Design Pressure:+Z6.7 �1.6, Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-130-15-I Evaluation Reoort
7-10 sealed.odf
Created by IndependentThird Party:Yes
Baek Next
Contatt Us::1940 North Monme Street.Tallahassee FL 32399 Phone:850-487-1624
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Under Florida law,email addresses are pubiic records.If you do not want your e-mail address released in response to a publio-recards reques[,do not send
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Produd Approval Accepts:
� � eCMtl �
securi[v�tr.���uc.,
, �
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14G0.CEMER WNGE ATTACMED 13 GA LOMMERCIAL if
13 Gf4 GALV,C@99ERCIliI o V/U)1/�' 3/<' 2. T�P FI%TURE ATiPCY�D V/ !i
TOP ROLLER BPACKE7 HE%HEAD SCREVS (<)1/4'%3/1'HIX HEAD SCREVS
RTTACHEO V/C4)1/4'% o ADJUSTAHLE SLIOE BFFpCET ATTRCHE➢ II
3/�•HE%XEnD SCREvs � �/<2)S/16'x 3/4'eOLT ANO NUTS �
PER BRACKET 3'20G0.STRUTS AiTACHED i;
V/C2)1/4'�3/1' 0 a5 f•A eK1N(N600 BM650)
HE%HEPD SCREVS AT �, 24 GA SKIN<M970) �i
CENTER STILE
OJIISTAHLE ROLLER CpRRIER (I
A ACXm V/<2)5/16•• f
3/4'BOLT 6 NUf PER •r��+•: �i
HRACKET
..,�....
TYPICAL TOP FIXTURES SEE PpGE 2 POR OPTIDNAL I
N.i.g 1 GLAZED SEC7lONs STau7 SPLICE 7RACK5 AT 7HI5 LOCA71ON
SEE C7AHLE 2)Or+PaGE 7 FO(i �S7iLE LAYOU7 TYPICAL CENTER HINGE o • W/(4)1/4'-20 7RACK SPLICE
RECaw�r�n¢n sECTlart Cauc�IGuaA7ION N.ts G BOLTS k NUiS,SECUREI70 JAMB
5 A vnni(a)s/�e'DIA.X 1�5/8'
1 S u�c so�Ts (
BOTTOM BRACNE7 GSPLIC� I
,� 2•20G0.STRUT 13 GA THICK ATTACXEO
ATTACHED V/ V/C3)1/4'X 3/4• (1�5�16�DIA z 1-5�8�I;
(2>1/4•X 3i�' HEX HeAD S[REVS LAG BOLT ATTACHED TO JAMB
ti[x�an s[a[vs � -- AT EA.JAMB BRACKET ��
f E% _ �
T AT EN➢ANO CENTER `
R�� STILES I END HINGE , I�
3 I •o• 19 G0. C I
(THRDUGW 72 GA GALV.57EEL
� JAMB BRACKETS
A7TACHED W/(1)1/4'i,1`20
D TRACK SPLICE 60LT k UT
TNRDUGH 2'10 HALL STEEL OR 10 BALI. +!
m0�S � ^ H NYLON ROLLER V/5'STEM �� OR(2�RIVETS I�
fnacu�uY Y TYPICAL HOTTOM BRACKET/ ,f \ 1 j�
� N.T.S �T
`-3'x 20 GA STRUiS B j
U)PEF SECTI@1
fj STILE STIFFENERS fl) k
B �OClTEO IN HINGE/mLE(S)
�=� ��=� q ON TOP SECTION ONLY A
HOLES FOR STRUT 2'x 20 GA.STRUT ��
SEE TAHLE 4 ON PAGE 3 I..^ � PTTACHNENT 4F STRUT (�)pN HOT70H SECTI@!
NR STILE PIACEMEMS EE RAHLE D PpGE 3 Is aEGUIaEnf / SEE CTf+BLE 3>ON PAGE 3 i
9,_O�� FOR STRUT SPACING .. OTIOM BRALKET FOR JAMB HRACKET SPACING Ii
. ATTACHm
�_�;��'�ti���� w (a)t/4'.a/a• iRACK CONFIGURATION FOR 6'6' UP TO 14'TALL DOORS
INSIDE ELEVAl10N VENTS PROVIDE 70 sq Iru = H�ic Heao scrsExs
N.T.S t62 s4�FOR OPTI�NpL � N.T.S.
VEl7n OF UNOBSTRUCTED �
AIR FLOV EACFi �
O COpIT.S7EEL flEfAINER
0 W/CONT.BTN SEN.
14 GA END 19NGE ATTALHED IRY DFSO�IIUN(F RYSGS DAIE BY �;
V/f2)1/4'x 3/�• A UPOAIFD TO iBC A10 11/79/11 pR�;
xoc H¢nn scRevs TYPICAL STILE STIFFENER
3'20GA.STRUfS N.T.s. S SECiION A-A (SIDE VIEW) B 1➢DEn QAIDICHOIE �Y 12 iER I�
ATTACF�D V/(� N.T.S
I//'x 3/4'FffX � 14Ge1 ROLLER LFRRIERS ATTACNED MAX SRE m a1eee�91�t���ae�,g I' co
NERD SCREVS TO EHD STILE V/(2>1/4'x 3/4' TVO(y ROVS OF THREE C3) 9�x 14� �'.� 0 00 ` S�F��`j� �
F�%HEAD SCREVS PER CARRIER VENTS E�UALS 15 S�.INCHES IN7ERIOR OF GARACE g A PS�.••°••••.,(C s �z
OF VENTnLA730w DESIGN LOAD �y� �,O,C�� e•�G�t�Sc'• /7 °e
- ,..�,: ��y. MAX.WIDiH 9�0� +}6•8 PSF '€ ntia4~O na� ` '1`t� g
`"�"''�' 2•ID HRLL STEEL OR 10 HALL w4 ^>�^���9 N�O OG^
NYLON ROLLER V/5'STEM ��•�� ¢ p�e �� �ov�
' LARGE MISSILE �-� ,�ST�°"°5 �� � �' �
TYPICAL END HINGE 3 +�.4 P� �3 � ��a
""s I M P A C T R E S I S TA N T DESIGN LOADS � ���
+,zo.z�ss�r .�- ��: sTr.�e o�
(i)5/ie'oiw x 1-S/B' 2%6 SYP OR SPF -742.2 LBS�FT SEE NOTE 2 ��E �� ���,"�`�n �;e�\4J��`
LAC BOLT ATTACHED TO JM.� (N0.2 oR BE7iEx) �PTIONAL VENT DETAI / yEdi1Gl10N5 ANO NOTES MIPACT �d ced6,a{.`�� 'rZ� ��(,�a,�ya 23
AT EA.JAMB eRACKET KLS. � ;„ �a cf n��;���'e��� „�
''mou TMc`m�TM°e'�TMo i°s00,n�ws'�'co�r�'c°�nne,�`u"aev�.s�O`' aEsisrnrir � FL �a�'a�utsonea�°' I
OPTIONAL ST�P iNE NOGIZONTAL JA48 ON NEIDER NEmYcS NO POHIION OF iME lOAD �
MOL➢ING ip�NSiflwm fA04 T1E oWn.
20 GA CENTER STfLE 2 GOI K]t11CAL J�4B5 fiECflY6 YAVYW OE9CN LOA05 Oi: �
\ il]0.2IA5/iT k -N22{HS/R a�
J.OOOPS AND HMDWME Y�ll BE OE9GNE0.YMViFCMim
Mv PISfAIlED YAM STANOMDS/S SEf fMM 6Y DASM�I •
THE METH00 OF TESPNC WAS IN S1185TANTIAL �,oWli SFt110N5 SHALL BE s3 C�.YPL(.oIB')pq1ID FIX1um uCxT 167 CqRR1aGE COURT V1xSTON-SM1LEM,N.C. 81105 WVAIYIpR{@� �
. CONFORMANCE 1NTH THE PROCEDURE DESCRIBE�IN ASiM �Cna/1 auu+n'
E3J0&E1996,AND DASMA 708&115.1HE PRESSURES S SVPPat�wo meucNwLL Rp1n�15 sW�eE oEseNED �
20 GA CALV.S7EE1 SHOWN ON TiE OfiAN7NGS WERE CALCUUIED USINC ASCE er A NECsnED VPOR59aUL EHGwEFR NR xtrm lAws MODEL �650 OAK SUbAfIT SERIES 1000 �C 2000
woiana m mis os�xwc w noomon 10 omm w�o�ncs
END STILE 7-10 W1iH 7HE FOLLOWINC PARAMETERS(5 FEET OF DOOR MODEI. �600 STRATFORD SERIES 1000 dC�2000
7/18'Dll BOLi RETNNER W�DiH W THE END 20NE.ROOF AT ANY SLOPEJ: Q w�uNNv�CNxES AND DISiPoBu1E5 CArtACE oo0x5 Ut+uErt Yu1Y �
(1)PEFt ROLLER �MD IABELS PlElg SEE AYNUi-NIlM1fACIVREO PNVATE IAffL WARI MODEL�l850 HERITAGE SERIES 1000 dt 2000
]/4-20 x 5/B'TRACK WIND SP� MPH 168 152 145 138 1}3 fOR HUEIVQICE Of EOIWAIFNT VNOWCIS FON Y4NOtL/D IPPROYAL `I
SPIILE HOLT NHp NUT 2'CALV.S7FFEL litACK EXPOSURE IEVEL B L C D D ].R6Ex l0 1IatE5 ON TFff vAGE]iat IDoma1F1 GoOR Moii6 qg ��� pZ[ pp[ 11 B W DRAIBHG�IR�R
'� �R(PJ RIVETS TRACK TNIIXNESS,051' Alm 1HE61 OmCN PIES91P6 ��
TRACK MOUNTING DETAIL MEAN NOOF HEIGHT 70' 15� 25' 75' 25' g pµp,n�yp DOES NOT ViECT riWOIAAD C/PAB¢111E5. 6 aEaan er mic onh upe/a� IRC-6009;130-15-I
N.T.S
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.033'GALV STEEL IN7ERIOR IMPACT VINDOV FRAME WOOD JAMB ATTACHMENT TO STRUCTURE i
- A33'WLV STEEL E%TERIOR iMPALT VINDOV FRANE V/5•WTE�N GLASS
� MOI�EDTE%TE�lOpl2�VINI10'���E 25 Ga S7EEL DODR SK]N 5/166X 3RTLAG`SCREWS STARTINGT6'FROM ENDS THEN 24'TO.0 tl U2'EMBEDMENT) '
5/I6'OVERALL �%6 VERT7[AL JAMH ATTACHMENT TO 2.000 PSi GONCRETE �
1/e'CLEM AMrEALED CiASS HRTI KWIK BOLT 3/e'%4'STARTING 6'FROM ENDS THEN 24'D.C,f2 1/2'EMBEDMENT) I
090•PVB WiEtiLAYEti H1LTI SLEEVE ANCHOR 3/B'X 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.Cl 1/4'EMBEDMEM) 1
1/8'CLEnR aNNEALEO 0.ASS ITV/RAMSET REDFffAD CTRU-B�LT)3/8'%4'STARTING 6'FRUM ENDS TNEN 24•D.G(2 1/2'EMBEDMEND�
MANUFFCTURED 8Y GIIARDIAN ?%5 V RTI.A IpMB ATTA.HM NT TO NOLI.OV C-90 HLOCK
SIMPSON 1/4'X 3'TITEN SCREVS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS I
f3•APART)AT 24'O.C.Q 1/2'EMHE➢MENT) �
SUREBOND SH-190 HILTI 1/4'X 2-3/4'KWIK-CON I1+SCRE4S STARTING 6'FROM ENDS,USE PAIRS OF I
3 STRUCTURN.ADHESIVE �ASTENERS C3'APART)AT 24'�.C.fl!/4'EMHEDMENT)
2 3/16'X 1/2'SCREV-USm TO P X 6 VERTiCAL �AMA ATTA[HMENT TO f.ROUTE➢C-90 eLOCK(?000 Pci GR�I1T) I
FnSTEN THE STEEL IXTERIOR INPpCT VINDOV FRAME TO HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FR�M ENDS TNEN 24'O,C.C1 1/4•
TME STEEL INTERIDR 11PqCT VINDOV FRAME. EMHEDMENT)COR,USE FASTENERS FOR HOLL�V C-90 HLOCIO I
J.11/6�'X I/2'SLREV-USED TO 9ASTEN DEC�RATIVE PLPSTIC MCilOED �LAGS AND B�LTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. �
VWDOv FRAME 70 THE pSSEMeLY �PREPARATI�N Oi'V�OD JAMBS BY OTHERS I{
i
SECTION B-H IMPACT WINDOW DETAIL � W000 LONCRETE HOLLOV BLOCK GROUTED BLOC I
N.T.S. � STRUCTURE STRUCTURf STRUCTURE STRUCTURE
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1/� 2-3� 1-L2'MIN � �,
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IMPACT GLAZING FASTENER DETAIL �I
N.T.S.
IffY DES(1�IIUt1 ff RE1190l6 OAIE BY I�
A IWDARD 10 FBC 2010 II/79/12 IpR I�
' B MOED QR➢IC NO1E 12 0 12 f6R I�
B B MA%SIZE O1 ej0B1�11100Adpg� �� -�
s'■i4' �n ees� L_ SNf( "�e'' 3i
` 3' 20GA. STRUT LOCATED AT THE TOP �+P6.7 PSF W@ oe���p��°�,\C+�NSF��ee� 5�
AND BDTT�M OF GLAZED SECTION -3t.s a5F �LL�j1 a IL'0 004 �S7 z�
� ATTACHED W/f2) 1/4' X 3/4' HE% HEAD aa� �
SCREWS AT END AND CENTER STILES i�si�onos ,5',��w; *� ��.;�I �2�t
� +40.1 PSF Eo`c��Ze '^y' .I���a
� -47.4 PSF E5 e;�l �T/it[ ��' �ll��n�
T�P SECTION �e Y,()'.n ''�((,o" �4
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MISSILE E2 d,;•Si�LC�,-�',e�P(1��4 �3
RESI TANT t."'F�6`sa^a�0?VF11..9q09`°°�� 9�
� COH�S !
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: $ � . ,;
INTERMEDIATE SECTIDN � � � � � � , � 169 CqRPG1GE COIIRT VlNST@I-SnLEN,NL. 271oS VwA��.C6M
I;
GLAZING OPTIDN DETAIL MODEL�850 OAK SUMbIIT SERIES 1000 & 2000
N.T.S. MODSL(�800 STRATFORD SERIES l000 &��2000
MODEL�'B50 HERITAGE 5ERIES 1000 & 2000
�PTI�NAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAY�UT � sr¢ pBpiNBY DRC DAiE nhe/o� owuwctan�n
AVAM1ABLE TRAp(CONiIGUMT10N5 B ��BY �IG �AIE II�B�O9 IRC-6009-,1'�30-15-I
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TABLE 1 TABLE 2
STRUTSPACING(BASED ON RECOMMENDED SECTION DOOR SECTION HEIGHTS
DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #1& #7 #8
HEIGHT A e C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21"
6'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 67 1/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21"
7' 5 1/2" 18 1/4" 39 1/4" 60 1/4" �3 1�z" 13'0" 21" 21" 21" 18" 18" 18" 18" 21"
7'6" 5 1/2" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 81° 12'6" 21" 18" 18" 18" 18" 18" 18" 21" �
8' S 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" �Z,Q 2� z� 2� 2� 2� �8 2� I -
8'6" 5 1/2" 181/4" 39 1/4" 60 1/4" 781/4" 91 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" �
9' 5 1/2" 15 1/4" 33 1/4" 51 1/4" G9 1/4" 87 1/4" 99�� 11'0" 21" 18" 18" 18" 18" 18" 21" -�
9'6" 5 1/2° 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1!4" 103 1/2" 10'6" 21" 21" 21" 21" 21" 21"
10' 51/2" 181/4" 391/4" 601/4" 781/4" 961/4" 1091/2" '
10'6" 51/2" 181/4" 39 1/4" 601/4" 81 1/4" 102 1/4" 115 1/2" 10'0" 21" 21" 21" 18" 18" 21" �
11' S1/2" 181/4" 361/4" 541/4" 721/4" 901/4" 1081l4" 121 1/2" 9�6" 21" 18" 18" 18" 18" 21"
11'6" 5 1/2" 18 1/4" 39 1/4" 60 1!4" 78 1/4" 96 1/4" 114 1/4" 127 1/2" 9'0" 18" 18" 18" 18" 18" 18"
---�--
12' S 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 120 1/4" 133 1/2" 8'6" 21" 21" 21" 18" 21" �
12'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 126 1/4" 139 1/2" 8'0" 21" 18" 18" 18" 21" �
13' S 1!2" 181/4" 39 1/4" 60 1/4" 78 1/4" 96 1!4" 114 1/4" 132 1/4" 145 1/2" 7'6" 18" 18" 18" 18" 18"
13'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1!4" 102 1/4" 120 1/4" 138 1/4" 151 1/2" 7'0" 21" 21" 21" 21"
14' 5 1/2" 18 1/4" 39 1/4" 60 1!4" 81 1!4" 102 1/4" 123 1/4" 144 1!4" 157 1/2" 6'6" 21" 18" 18" 21"' i '
•ADOITIONnL SiNU7S MAY HE AD➢ED TO➢O�R VHEN GLAZEO FOR COUNTERHALANCE PIIRPOSES
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TABLE 3 TABLE 4 `�
DOOR TRACK ATTACHMENT SPLICE Section Center Stile Location Max Design Loads �
HEIGHT A B C D E F G H S Panel Type (Measured from Left Allowed
Width Pasitire Negiti�,e f
6'6" 3.5" 21" 39" 57" 70" Edge) � ����s oa� er ;� I�
7' 3.5" 21" 42" 63° 7g�� (ft) (PSF) (PSF) e uroe�nroFecmm n/asl�z Mx i
7'6" 3.5" 18" 36" 54" 72" gz^ 8'�0 Short,Oak Summit 48.000 29.9 35.4 e �nom aam+c xme i 2o/is wt 1+ I
8' 3.5" 21" 39" 57" 75" gg^ 8'�0 Long 48.000 29.9 35.4 M,vc sizE ;, o�sooueee�sep �' �^
8'6" 3.5�� Z�" 42" 63" 81" 94° e�X�a• �� �oc se -
S';2 Short,Oak Summit 49.000 29.3 34.7 vo 1.. SHF�n�. oA i
DESIGN LOPD �� qe��``.�?,.••"'•••• r��'-`'e?
9' 3.5" 18" 36" 54" 72" 90" 100" 8'i2 Long 49.000 29.3 34.7 +26.7 PSF W€ wn�q•,.ti,�GENSF•• �,''�, �o
9'6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Oak Summft 50.000 28.7 ,�},O -31.6 PSF g���:'F�� oon 2<"��&
10' 3.5" 21" 42" 63" 81" 99" 112" 8'�4 Long 50.000 28.7 34.0 TESTLOADS adA:r� �•�;���
10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'�6 Short,Oak Summit 51.000 28.1 33,3 +40,1 PSF �;v,,,r,: ;��;�
11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Long 51.000 2g.1 '�'.3 -47.4 PSF �N'�-�. ����E OF :t�e qa
LARGE �@ `:✓� •.� . �^'��h" 3u
11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'�8 Short,Oak Summit 52.000 27.6 32.7 MISSILE an ' ,�;^{L':s9Q,=�,`��a` �3
IMPACT e? �d�uy��' •e.�oe,�.`J,,�p(� „
12' 3.5" 21" 42" 63'• 84" 105" 123" 136" 8'�8 Long 52.000 27.6 32.7 RESISTANT �"F� °�su,a�;�090�a6„se ?� 9;
12'6" 3.5" 21" 39" 57" 75" 93' 111" 129" 142" 8'(10 Short,Oak Summit 53.000 27.1 32.0 �,
13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'(10 Long 53.000 27.1 32.0 (x]7' ;
13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'j0 Short,Oak Summit 54.000 26.7 31.6 • i�
14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" 163 CFRRIAGE COIIRT VINST@!-SN.EN,NC. E7105 VVVAMN3i.C@I
9'�0 Long 54.000 26.7 31.6 $ODEL �650 OAK SUMMIT SERIES i000 &jz000
Al1 TRACK A7TACMMENT SPACING+/-2'ALLOWED YATH S1P OR SPF N0.2 OR BETER ONLY MODEL {/600 STRATFORD SERIES 1000 &lg000
MODEL�950 HERTTAGE SERIES 3000 & 2400
4� OAAIBI BY ptC OAff 11/IB/W D.RAWNC NI�FR
B f7¢IXED BY e�c onrz npa/as IRC-6009-1;30-15-I
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