HomeMy WebLinkAbout15-16674 �
. � • CITY OF ZEPHYRHILLS
� 5335-8TH SIREET
(si3)�so-oo20 1 4
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION '- '
Permit Number: 16674 Address: 39643 MEADOWOOD LP
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-0370
Improv. Cost: 1,279.00 � OWNER INFORMATION
Date Issued: 10/15/2015 Name: MNSF II ACQUISITIONS LLC
Total Fees: 67.50 Address: 4701 HEDGEMORE DR STE 500
Amount Paid: 67.50 CHARLOTTE NC 28209-3310
Date Paid: 10/15/2015 Phone: 813-404-1506
Work Desc: GARAGE DOOR REPLACEMENT 9 X 7
CONTRACTOR S � � ` APPUCATION FEES
BANKO OVERHEAD D R I C BUILDI FEE 67.50
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� Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MIS INSULATI N CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 pertormed in accordance with'
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. �
NO OCCUPANCY BEFORE C.O. �
CONTRA OR 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 CONIMENTS
Contractor/Homeowner: _ ��� (��'��2¢t�
Date Received: �C��—(�—�S
Site: _ �9� �.3 !'l/l�dL�Oylf�,�
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Permit Type: � �,e l C�x 7
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Approved w/no comments: Approved w/the below comments: 0 Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans. �
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Kalvin S e —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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. . ' �'-----�. ( ; Buiiding Depatiment : .
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. � . �. �
, Date Re�eive,d` , , �— � � ',,�' ' �hone Contact for Permitting � ���•• r- �'�`'��
� . .� . „ ..
Owner's Name /�/ I � • �wner Phane�Number ,3�1,� zfL�i...f..S��' �
:�. • ` � wi7l} dfc•..�,n . .. • . ,
Owner`s Address �.N.S • �• L L� L1�""�e. S� r �vYCter Pttone Nutnbei .
: .i uye t r C�;?2a� • �
Fee S3cnple 7itiehalder�1ame I• � ' ` Owner Phone Num6er
i. . • . .
Fee SicriptaTi�lehalder Addt ss''' f ' • . ' ' ' . -
• .lOS ADDEtESS ��I� D��Gdrs �!•'II . �.?S�I2 LOT�� :3�' • •
SUBDIVIStON.� • . . .4a�p,fj 'r�lGIG7��!?�� . •�� • PARCEL ID# �.3 '"�"Z�l����'�~03'''� � ,
, , � . .(oBFAtNED EROM PftpPERIYTAX NOTIGE}
WOF2K PROPOSED ' �, :: NEW GONSTR � 'ADDlALT •Q SIGN �[� . MOVE �Q DEMOLtSN. . .
� tNSTAU..• '•REPAIR
PROP05Ep USE - Q { SFR . ' , �- COMM Q OThiER ' •
' TYPE OF CONSTRUCTiOiV � � BLOCtC �, PRAME ' .C] • STEEL. Q OTHER
f •
o�scwPnoN o�woRtc. � �. /� � ar.►�'�.C�� �� . ' „�X i��"/3 . �
BUILDING 51ZE ' I SQ F007A!C�E�__�,,;_� ' HEIGHT
' [�' BWLDING $,, t �VALUATIOf11 OF TUTAL CONSTRUCTI�77N
. . .z�t .-,1 . . , . . - . , � .
Q 'ELECTFtICAL �$ ' , �, : ' AMP SERViCE Q PRO�FtESS-ENER�Y - Q 1N.R.E.G.
' ' . L.. �� � . . .. � ' .
.� PLt3N}B1ttitG ` $ � "'--� . ' / / • .
�} � , . . .. V � .DF ECHAN1CAl.INST�tI.[ATION . r �` .
MEGHA�2ICAL $ A�.UA"�'tCiR! M s �
0 , , , � , . . , ,
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� � GAS r, � �. R{}OF�N�- ,� . SPECIALTY � `OTFiEE�" ` , .
FINISHED FLO�R ELEVA ONS � ' . ELOOD ZONE AREA , �YES` ` r0N0 ' '
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8t}lLDER �" , ("�� � COMPAHY �trae�/Yt? �C�/�'tGf?��Gi�'�.S .�'/JK.:
SIGNATURE � � � 11/ � FIEGISTERED � Y N " '�cu�ENr: �Yi!N '
. Address tS �'/7 s ts.�3'� � •�36 3�/ - ' � . uasnse�.' l�/f'fS2. �
. � � , . , ,�,
E#.E�7'RICIAN.. . • . ' ''`C�ME�ANY ' . . .
SI!GNATURE tiE�is7�Ren . . .° .Y/ N •���cuttReNr - Y!N '
Adiiress • ' � ' � �{ � - E.icense# �� ' �
. ,
PL.UMBEI2 '' _ � ' . `. � '+ "'. , . . CpMPAfi3Y. .. - � '
SIraNATURE• ' • RecIST�RED Y i N FEE CuRRENT ' Y!N
_ Address � - . .. • ° �llcenSe#� .�-
�
M�Cl�fANtGA� � ' ' � ' ' ' � COMPANY " � `� . .
• SI�aNATtIRE • " � �t2EGISi'�RED Y/ �l . FEE GtlREtEN� ' Y!N . . .
Addreas � � � - - • � ' � , ' _ .iicense# �� �
� OTHER' . 7( _.;:__. ..__�_...._._.�,.__ ' ._ . . Y • . .
SI�NA'i'ITRE _._.I_.. i ����zea - "Y! N �ct�iR�' � . ____
Address � . • . � • ' ' � - . l.icen5e#� .� I
,
RESID�NTIAL Altac�(2)plo Plans;(2)sets of Buiiding Pians;(1)set of�nerg'y Forms;R O�W�Pemtitfor new constructlon,
. °Mlniii�uurn.ten_ ,0}warking,ciays after suhmittai dake_ Required ansste,Consirucfion Plans.Sf�rmwater Plans wi Sttk Fence installad,
Sanitary:FaciU es&1,dumps#ei;Site Wotk Perritit for sr�bdivisitins/iarge pro}ea�s•
�GOMMERCIAL• . ,Attac�►.(3)co plete sets af Building Plans p1US'a Life Safety Page;.(1)set�oF E�tergy Forms.R-O-W 1'.e,rmit for new canstrucUan.
, �Mlriii��srri fen �10}vuarking days aftersubtnitEa!date. Requirad 4{�slte,Ganstrctction Flans,Stormwater Plans wtSttt FenCe•insfaUsd,
Sanitary Facit.4ties&1 dumpsEer.Site Work Permit for ail new projects.Aii commerciat cequirernenfs mcfst meet i:ompliance
�' SIGN PERMIT Aktach(2)sets of Engineered Plans. . _ - � - �" . -
_ - �"`*P�ROPER� SUI�VEY required it�r all•NE1�1t��anstcuctinn. ' ' - -
pirectibns: ' . I � � . � .
�iti out appttca#ton coi�plefely.: • - _ ' • � ,- - -
OWner&Gontractar�ign b�ick+b�f applicaiiori,notarized ' , , • _
If�ver�2500,a Notice o#Cotnmencement is required, (A/C upgrades over S500D) ~� '- � " ,
** Agent{for the contra�tor)o�P wer o[Attorqey(for fhe awner}wauld be someone wlth notarized letfer irom awner anfharizing same -
OYER THE GOUNI'ER PERMf?`f I O (Fror�k of Applica8on Only) , '
.Reraofs 5etn�e�s Servtce Llpgrades AlC Eences{PIo#lSucueylFoatage} . .
DfIVBways-Not ovef�Counter F on public naadways.:needs RO1N , � - ti r • ,
` � • • • � ', , . _
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Nt3TICE UF DEED RES + 1CTICIMS: The undersigned u�derstands that this p�rrrtit may be subject to"deed°i�estrictEons°
wh(ch may�e more resf'r cfive ff��an Coifntj►regutations: The under'sig�ed assumes respon�ibitity for comptiance viritFi any
�PRlicable deed testrteE�o�s. � • `
UNl.tCENSED CQNT CTUR$ AND CC?NTRACT�R RESPONS1Bil1TlES: tf the owner has .hired a cant�actor or
contractors to undertak��ark, they may 6e required to be ficensed in accordance with state anc4 focai regulations, if the
canfractor is not ticense� as re�uired by iaw, boih fhe awrrer and contracEor may be ciEed for a misdemeanor violation
under state Iaw. If the 'wner o'r intended conhaetor are uncertain as fo what ficensing requiremenfs may appiy for tf�e
intended wark,they are�dvisedito cantact fhe Pasco Counfy Building Inspection Division--Licensing Section at 727-847-
8009.;�Furthermor�, �f E e owner h.as hired.a contractor or conlraatars, he is advtsed to have the contractor(s} sign
portions of fhe °contract�r Siook" of this appiiaation for which they wit! be,responsfbte. ff.you, as the owner sign �s #he
cantractor; that:may.;be an indi�afion fha�he is riot property iicetised and is nof entiftet) to permitfing priviteges in Pa'sca
County. ' . j _ ,�-� .. . .. • . .
TRANSPK}RTATION IM{ ACT/UTILlTIES IMPACT AND RESCIURCE RECOVERY�FEES; 'The undersigned understands
that TransporEation imp ct�Fees and Reeourse Recovery�ees may appfy�a the cat�struction of new buildings, chang�of
use in existu�g buildings or expansPon af existing buildings, as spec�ed in Pasca County t7rdinance number 89-07 and
90-07, as amended. T e undersigned atso understands, fhat such fees, as may be.due, witt be idenfified at fhe fime of
permtEting. !t is further nderstood that Transporkation tmpact Fees and Resource R,ecovery Fees must be'paid privr�to
receiv�ng � °eertificate of occupancy" or final power release. If the ptcrject does not involve a certi�cate of occupancy or
final power�release, the�fees.must be paici prior ta"permit issuance. Fu�fhermore, if Pasco Caunty Wat�riSewer Impact
fees are due,they must`be paid prior fo permit issuance iri accardance�wiEh appiica6fe•Pasco�Coanfy ardinances: •
CQN5TRUGTlClN LIEN LAW tChapter 713,Florida Statu��*s,as amended}; if vatuation of work is$2,500.00 or more, I
certify #hat i, the appli ant, have been provided with�a copy pf the "Florida Constructi4n Lien Lav�r—Home+�wner's
Protection Guide" prep red by'fhe Fiorida Deparfinen#af Agriculture and.Consumer Affasrs. !f the appiicant#s someone
oth�r�than the°ovfiner", cerfify�thaE•1.have abtained a copy ofi the above des.cribed dacument and promise in good'faifh fo
deliver it tv the"owner° rior to commencement. � � . .
CUNTRACTt1R'SiC1Wf�ER'S AF�fDAVIT: i certify that al!the informa#ion in this applicatian is accurate and that a!1 work
witt be done in camptia�nce wi#h ali applicabie taws regufating constrvetian, zan}ng and land devefapment. Applfeation is
hereby made #o obtair� a p�r�rrif to do work and insfailafion as indicafed. 1 certify that nc► wark or instailation has
comrrienced prior to issuance�of a permit and fhat alI waPk witl be pertor.med to meet sfandards of ati laws regutafing
canstruction, County a�d Ciky;codes, zoning regulatians, and land development regulations in the jurisdictian. i a!"so
certify that i undersfan�#hat tiie regnlations of other gvvemment agencies may apply to#he fitendec!work, and #ha#it is
my responsibtllty to ide tify what acfions 1 must take�to be:in cc�mpiiance. Sucfr agencPes inctude bu#are not timiked fo:
- Deparkmen� of Environmental Profecfion-Cypress Bayfieads, VNettand Areas and Eriviranmentatty Sensifive �
Lands,Vtta erNVastewater Treatment: , .
- Soufhwest Ftorida Water; Management District Wetls, `Cypress Bayheads, Wetland AreasT Altertng
, Wat�rcour�es. i � - ,
' - - Army�Corp af.Engineer�-Seawalls,Docks,�Navigabte VVaferways.
- Departme t of Healkh &��#�ehakiilifative ServiceslEnvirontm'ental Mleaith Unit 1lVeils,.Wastewater Treatr�ent�
. Septic Tan s, � . '
- � US'Enviro k menfat��Profection Agency-Asbes�as�abatement,.. ,
Federal A`iakion Aufhorify-Runways. ' ` '� ` ° � , ' •- . � , . - ,
i unders#and tha#the fa!lowing�restrictions apply ta the use�f fll[:� -
- Use of fiifl is� not ailowed in Fiood Zone"V"unless expressly permf#ted: "
- If #he fill �nateria� is ta be used in Fioad Zone °A", it is understoad tha� a dra9nage plan address9ng a
".compens�ting vo�ume°wi11 be submiffed at•time of permifting which is prepared by a professioriai`engineet'
llcensed by fhe St te oF Florlda.
- tf fhe fiil material�fs to be used in Flood Zone "A" in contiec�ion wikh a permitted bUilding usii�g:stem wall
� consfructi�n,,F certify#hat fi(1 w�fl be used anfy ta fiil'the area within the stem walf.
- !f.fill mat�rial is fo be used in any aFea, i oertify fhat use of such fiil vi►iif not adversety affect.adjacent
_ properties lf.us+� of flt! is found #o adversely aifeot adjacent properties, the owner may be cited for viotating
, the condFtTons•of�the building permit issued under fhe attachecl permit applica$on, for (ofs tess than ane {�i)
acre which are elevated by fi}t,an engineered drainage plan is requ�red.
If 1 am fhe AGENT FOR TNE�CiWNER, i promise in gopd•faifFi to inform the awner af the permitting conditions set forth in
this affidavit prior to commencing consfruction. ( undersfand that a separate permit tnay be required for etecfricai wark,
piumbing, signs, weli , pools; alr condi#ioning, gas, or oEher'installations not specifiaa0y inctuded in Ehe appticatiori. A
permit issued shall be�cansfrved ta be a ticense ta proceed with the work and not as a�thority to_viotafe, cancel, alfer, or
seE aside any provisio�s of fhe technicat codes, nor shati issuance af a permit prevent the Build9ng C?ffic9al from thereafter
�cequirl�g.a;�orteation:�Qf..eGr:o[s:irt.,pla�s,;.constcucfion.o�'viotafions of any codes.•Every permiE issued shail,become•i��a[id- �--�•.
untess the work authorized by such permik ts commenced within six months of permit issuance, ar ifi work aUfhorized by
#he permiE is suspended or at�andaned far a periad of six(6)tnanths after#iie time#he wark is camrnenced. An extension
��may be�requested, in�wr.ifing� from fhe 8uitciing C3fficiaf far a�perioci not to excesd nlnety.(9Q} days anc! will demonstrate
j�st�fabte Gause for t�e extension. tf work ceases fior ninefy�9a}consec��ive�iays,tF�e jo6 js cansidefed abandot�ed. ,
WARNiNG.TCt-,OWN�R: YOUR FA!l.URE TO RECORD A NQTIC.E OF COMMENCEMENT MAY RESUtT iN YOUR
-'1PAltatrlG°-T�.NtGEF41�;�M�RC7VEiti1�NTSTQ_YQUR•PRQPE�tTY. IF .Y,OIJ lNT�t+]D,TO.f�BTA1N F!N%s►NCING��CONSULT
WITH`YOURi.ENDEFtE)R,�AN;ATTCIRNEY"BEFORE�R�CORDIN�'�'°"C�UR��NQTlC��OF�CCIMM�d�,��E�VlE�ITe "
F�ORIDA JURAT(F:S,91 03) �,�--� " ' � � r
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OWNER OR AGENT � • <�4�l�=lf CONiRACI'17R� ���
Subscrlbed and swom 8r a mne before me this ' • SaBscribed and suram {�afFirmed)ti fore me this .
/!�- �/S— ' fis-..S'�'.�,,,s- bv .2:�i'�_____�iir'''C� �
Whn Is/ar e onat y na o me r has/have produced Who lstare onativ knov to me or has/have produced
a idenGfication. as identiftcaBon.
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Notary Publ�c �- • Notasy Public
, . -
Cammission No. _,_, CofitfliSSiOn t�t0. �,S�Ni�s�l,�,___._ '
Natne of 1Votary LyPed4�prf�►ted or st,1,�P„�,a k��'�I�'f������ �ame of Natary typed,printed�of:sEarr�ped -�- -- --- • /
' ;�'< �q p°+ ! '��v�;�;'' �`3��A�! ��9�'�°������
`4• 'i•� :*' ivd ��yVitl1IW�OVtV1\tP��UIlY.7�J • :a� ��":•
=Q�%j,�;.,�'; :°,- ; ° ��Y COMMiSS90iV#�Et364�J59
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<„•° .� � • =XP!R�S.�aflt►ary 13,?0'!7
f4�7'?09J`4R;� FinrlqPNr!anr5r.rvir�.�+vn � ;���i'+`
+^I•"'�-Ac��ce t:rn?P�n'�,�..�CG,tih..8.*.�"�
' Florida Building Code Online Page 1 of 3
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rlorda Depa�cmentd BCIS Home � Log In � User Regis[ration � Hot Topics � Submit Surcharge I Statr&Facts i Pubiiotions � FBC Staff � BCIS Site Map � Links � Search �
Busines Cy��(/)
ProfessiVl"I�I �°�� �n ProductApproval
�USER:PubllcUser
Regulation
Product Aooroval Menu>Product or Aooiication Search>Aoolica[ion Listp Applicati DeWil
FL# �/ /FL13521-R3
Application Type A�rmation
Code Version 2014
Application Status Approved
Comments
Archived O
Product Manufacturer marr Garege Doors/Entrematic � �
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1309
danny.joyner@amarr.coGrL
��11'Z,vY'v1�
Authorized Signature Brandon Gentle �1�CUA��S��aLL�Jt�j�-
brandon.gentle@ama�(r;�
�� G�ODES F� Ly►vi i iY�,�
CITlr p ZE� NALEL����ABUILDING
Technical Representative Brandon Gentle
Address/Phone/Email Win tonrSalem�C 27105 �ILLS p����SND
(336)251 1308
brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner >
Address/Phone/Email Amarr Garage Doors `���1�� //�
165 Carriage Court ��'���i � S�rg��iC
� �;,� ' 4r � ,
Winston-Salem,NC OS Q
��.
djoyner@amarr.com' ��f�r�����Y�L,���� �,/�
'�E:
Category Exterior poors s�iA'�1JV��� L�
Subcategory Sectional 6cterior poor Assemblies ^� /r r
��?=
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 Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quaiity Assurance Contract Expiretion Date Ol/01/2016
Validated By Steven M.Urich,PE
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL13521 R3 COI Statement of Indeoendence revised.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1996 2009
ASTM E330 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards
---------------- -------------- -----------------------------------
—CerEi if'—edBy------ --
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 �Yes ONo ON/A
FL13521 R3 COC FBC Sth 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 Stretford,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 Drawinq 7-10 FL.pdf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf
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 Report
7-10 sealed.odf
� Created by IndependentThird Party:Yes ,
13521.2 Stretford,Heritage and Oak Dwg.IRC-6009-150-15-I,Thru 9'wide.
Summit Models 600,650 and 950
i Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13521 R3 II IRC-6009-150-15-I Drewinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf
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.pdf
, Created by Independent Third Party:Yes
13521.3 Stratford,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 Drawinq 7-10 FL.odf
Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.qdf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+45.3/-51.2 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6009-169-15-I Evaluation ReDOrt
7-10 sealed.odf
Created by IndependentThird Party:Yes
13521.4 Stratford,Heritage and Oak Dwg.IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600,650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ;No FL13521 R3 II IRC-6016-140-24-G Drawina 7-10 FL.pdf
Approved for use outside HVH2:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579
Design Pressure:+29.7/-33.8 Created by IndependentThird Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort
7-10 sealed.adf
Created by IndependentThird Party:Yes
13521.5 Stratford,Heritage and Oak Dwg.IRC-6016-130-15-I,Thru 16'wide.
____�___ _____ Summit-Modeis-600-650_an_d 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 • Installation Instructions
Approved for use in HVH2:No FL13521 R3 II IRC-6016-130-15-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:+25.6/-29.1 Created by Independent Third Party:Yes
Other: Evaluation Reports
FL13521 R3 AE IRC-6016-130-15-I Evaluation Re�ort
7-10 sealed.odf
--- Created by Independent Third Parly: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 Drawino 7-10 FL.odf
Approved for use outside VHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf
Impact Resistant:Yes Verified By:Thomas L Shelmerdine R PE#0048579
Design Pressure:+26.7 31.6, Created by Independent'i;hird Party:Yes
I Other: Evaluation Reports
FL13521 R3 AE IRC-6009-130-15-I Evaluation Reoort
7-10 sealed.odf
Created by Independent Third Party:Yes
Back NeM
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Produd Approvai Accepts:
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14GA LENiER H1NGE PTTPCl�D 13 GA COMMERLIAL E�
13 G0.GALV,COhIMERCIFL o V/�4)1/A' 3/<' IF�-.�- 70P FI%TIIRE ATTRCHED V/ I
ToP nOLLER eRACKET HE%HEAD SCREVS I 2� �4)1/�'K 3/0'HE%NEPD SCREVS �j
ATTACHEO V/(4)1/4'r PDJUSTAHLE SIIDE eRACKET PTTACHED
3/�•XEX!¢AD SCREVS � I V/f2)S/16•a 3/4'BOLT AND NUTS
PER HRACKET � '
3•20GA STRUTS ATTIICHED
V/(2)1/4•x 3/4' 0 �5 f•A c_KiN fN600 I1M650)
HE%HERD SCREVS AT 24 Gp SKIN(M95W �I
CENTER STILE - f�
DJUSTPHLE ROLLER CNRRIER
.. �. .. . A FCHEO V/f2)5/]6'%
3/4•BOLT 6 NUT PER -"�"'" i
�\ ....:�,..,,.
BRACKET
_TYPICAL TOP FIXTURES/ q \ SEE PAGE 2��R OPTIONAL f
N.LS 1 GLAZED SECTIDNS STRUT � SPLICE TRACKS AT iH15 LOCA710N
AN➢sT7LE LnrOUi �1 W/(4)1/4'-20 TRACK SPLICE
sEE t7AeLE 2>ON PAGE 3 FIXt TYPICAL CENTER HINGE �
RELDIIXEtmED SELTI�N CMffIGURATI�N � N.LS. L BOLTS dC NUTS,SECURE'�f0 JAMB
v�ni(a)s/�s•oia x�-s/e•
1 e �nc eo�rs �;
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HOTTdM HRACKET 6PL1CD ff
'� 2'20GA SiRUT _ 13 G0.THICK ATTACHED (��5/16�DIA%1-5�8�f�
ATTnCHED V/ V/c3)1/4'X 3/4• tAG BOLT ATTACHED TO Jf1MB
2)L4'%3/1' HE%HEND SCREVS pT EA.JAMB BRACKET ��
HEX f�AO SCREVS
7 AT END AND CENTER I�
R�) STILES o 0 11�q,lNGE
1
3 •�• � �z ca cuv.s�a.
tiHauUGM JqMB BRACKETS '
� ATTACHED W/(1)1/4';j20
D TRA(;SPLICE BOLT&NUT
T���� 2'10 BALL STEEL�10 BALI OR 2 RIVETS
EMDOSa�EMS �] H NYLON ROLLER V/5'STEM � I'
ra7 ctaenT � 4 TYPICAL BOTTOM BRACKET/ n � t g
-* 3•x 20 Gh STRU7S
� �T•S tl)PER SECTION !�
6 STILE STIFFENERS U) I
B L�CATED]N HINGE lOLECS) �
ON TOP SECTION @!LY p
�^ ���� A
HOLES FOR STRUT 2•x 20 GA STRIIT
SEE TABLE 4 ON PAGE 3 � A ATTACHMEM CIF STRUT /(ll ON H0TT011 SECTIN! SEE CTAHLE 3)ON PAGE 3 !�
�o¢s71LE PLf�CEMENfS EE RAHLE 1)PAGE 3 IS REOUIrtED) FOR JAMH HRALKET SPACING I
9_o � FOR STRUT SPACING .._ OROM BRACKET
ATTACHED
INSIDE ELEVATION VENTS PROVIDE 70 sq In. '•�����, w/(3>t/a'x a/a' TRT�K CONFIGURAlION FOR 6�6" UP TO 74'TALL DOORS
(62 sq.InFOR OPTfONAL MIX HEAD SCRENS �
N.T.S yENf)OP UNOeSTRULTED
AIR FLOV EALFi O O CoN7.STEEL RETAINEft �
0 wi coNT,an�seni.
r�v nESO�no�a��tao�a wrz er I I
14 Ga END HiNGE AttACNED
v/2�1/4'x a/a' TYPICAL STILE STIFFENER A UPDAIEDTOFBC21A0 II/19/12 pR I;
XIX HEAO SCREVS �,�,,� SECTION A—A SIDE VIEW) '
3•20GA STRUfS e N.T.S, N.LS. { B PDDFD QIIDIG NO7E 12/RO I IER II
AiTACHED V/c2> MA%SIZE a 91Ee��e11tjgplp, 9� �Q
1/{fgA➢SCREVS m TO END ST LE�(2)1/1•Txc3 4' TVD(?�ROVS OF TXREE C3) 9�x 14' �'.'i �m�ee5�. SIiE(�yFs�� oi
HE%NEAD SCREVS PER CPRRffR VENTS EDUNLS IS Sd INCHES IN7ERIOR OF GARAGE q Q. °Ey'•
oF VENTnlailmu. DESIGN LOAD �� e0�� e°�� S'° �o
_ ..,�.: ��. MAX. WIDTH 9'0' +36•8 PSF �� %�`ZQ'�"`• F•' ��
..""� �� 2'10 BALL STEEL di 10 BALL w� a 1�0 OG« :� �
o NYLON ROLLER V/5•STEH ���T 7EST LOADS �° ��+ '� *�
TYPICAL END WNGE L A R G E M I S S I L E 1 DESIGN LOADS +40.1 PSF �?o o,.fl; ry/ l;��
'3 -47.4 PSF E5 e,�: STfil[ �F I.'C'J 2
"�'�s I M P A C T R E S I S TA N T ' +120.2 LBS/FT 5�No,�2 -� o •,,���
�� -1422 LBS/FT �=� „•.�` Y-.:`i o
(1j 5/te•Dih v 1-S/B' 2 X 6 S1P OR SPF pPTIONAL VENT DETAIy C � SPECIRLRTONS AND NOlES M�E �� ��d�ii����i°?�R��;`��4�3
LAC BOLT ATTACHED TO JAMB (N�.2 OR BETIER) � IMPACT E 2 a�,C, �i�`pd; �7
AT EA.JAMB BRACKE7 N.7.5. cAO TMi m�n�°Yi�o°0°mµs�esrtxun rov aicum�es'�a' RESISTANT F°e�F� '�ac.+p�ois naa's°"0,i on
OPTIONNL ST� ME NOfIfZONLLL.ULB OF NEACFR PEQIYES NO PONTION Of 111E lDM
2o GA CENTER STILE �I�\ a ua�nuwd.wes�aivES uwmiw omcu toMS a:
„so��,� � _,.�z��, arr �
A ODOFS M1D NMDWME N1LL BE 061GNE0.YANUGACMim '
AND MSW1ID MM STANOMOS AS SEf iOflTN BY OiISUA • � ,
THE ME7H00 OF 7ESTNC WAS IN SUBSTANTIAL I.DOIXI gCTONS 91NL BE ZS GA NPL(.OID')RIX1ID FIXWm YGH7 167 CARRIPGE COUR7 VINSTON-SALEM�N.C� 27107 VW.VNRRLOM
CONFORMANCE WflH THE PROCEDURE DESCRIBED IN ASTA1 ��ou W�'
E3J0 @ E1996,AND DASMA 108&115.THE PRESSURES b.9iPPOrtiR+O mNCnIRI1 M��FH15 9fALL BE oE9aED
I
SHOWN ON iHE DRAWiNGS WEfiE CALCULA7ED USING ASCE BT A NECbIPm PROiE590tlAL EM41MEQi iUN MR1D LAMS MODEL�!850 OAK SUbSM1T SERIES l000 ZOOO
IO CA GALV.SIEEL / uIDiGT1D ON TMS ORAMW G 01 MDI110N TO OMFA 1A�01NG4
Q�p g�� 7-10 WI7H iHE FOLLOWING PARAME7ERS(5 FEET OF DOOR a�uuw uu�uvACniaES.wo oisiwe��wanr.c ooms uxua+wvn' MODEL{�600 SIRATFORD SERIES 1000 & 2000
7/16'DN.BOLT REfNNEFt W�DTH W 7HE END ZONE.ROOF AT ANY SLOPEJ: �µp�ps�y y,gµ�qp_�yiACNaEO PPrvAft u�l anFn MODEL�950 HERITAGE SERIES 1000 &�2000
(1)PEft ROLLER N1N0 SPEED MPH 168 152 745 138 133 vM n[�mWC[a'EWlvnttJiT vaooUCrs fwi wxowi,o/aPROVa ��
1/4-20 x 5/BTRACK 2'CALK SIEEL TRACK E%POSURE LEVEL B G C D D ylE pRAyN 6'( ORC DAIE 11 IB 09 dU'�NG�IAIHA
SPUCE H�LT HNp NUT ].R6EF TD TABlES ON Tff PAGE]iIXt AOOITOlLLL DOOfi 1MiN5 �/
OR(Ta RIVETS ��T����•057� MEAN ROOF H�GHT 30' 15' 25' 15 25' ���m�P�R� �
. TRACK MOUNl1NG DETAIL a vlwcL sruw oaes xm rsstm mxo�o�o cnv�eum[s B pq�gy � DA1E Il�e/U3 �R�-6�9j,130-15-I
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.033'GALV STEEL E%TER10it iNPALT VINDOV i'RAME V/S•HITE ON GLASS �;
�ECpR TIVE pI,ASTIC N CT 7p� P X 6 VERTICAL JAMe ATTA[HMENT TO WO�D PRaME eTRLiLTI1RE ��
MOLDE�E%TERIOR VINbO�FRAME 25 Ga S7EEL DOOR SKiN 5/16'X 3'LAG SCREWS STARTING 6'FR�N ENDS THEN 24'O.C�(1 1/2'EMHEDMENT)
5/16'�vERALL ?%6 V RT7-A �AMH ATTA HM NT TO .�OD PSi �N-R TE
1/e•[LEAR AtaEALEU GLASS HILTI KW1K H�LT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT) !
090•PVB INTERIAYER N1LTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.tl 1/4'EMBEDMENT)
1/B'cLEnR nNNEnLE➢GLASS ITV/RAMSET REDHEAD(TRU-B�LT)3/8'X 4'S7ARTING 6'FROM EN➢S THEN 24'O,C(2 1/2'EFIDEDMENTII
MANUFAGTUIiED BY GUAROIAN ?%6 VERTICAL JqMB ATTACHMENT T�H�IL�N C-90 eLOLK
SIMPSON 1/4'X 3'T1TEN SLREVS STARTING 6•FROM ENDS,USE PAIRS OP FAS7ENERS
(3'APART)AT 24'dC.(1 1/2'EMBEDMENT)
� 3 2 STRUCTURALBAUHESIVE FA TENERS(3?A ART)AT 24 N 0 C,iCR%44SEMBEDMENT)6'FROM ENOS,USE PAIRS OF {
2 3/I6'%L2'SCREV-USm TO P X 6 VERTICAL.�AMA ATTA[NMEM TO GRaL�TE➢C-90 HLOCK(200�PS7 GR�UT> �
FASTEt+niE S7[[L IXTERmR IHPac7 vlNDm+FRnnE io HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.fl 1/4' �
TME STEEL IN7ER1vR IMPACT VIPIDOV FRaME EMHE➢MENn(OR,USE FASTENERS f'OR HOLLOV C-90 BLOCIO �
7.11/64•X 1/2'SCREV-USEU TO fATTEN DEL�RATIVE PLASTIL IA�L➢EO �
VIN➢OV FRAME TO THE ASSEMBLY �LAGS AND BOLTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURfACE.
�PREPARATION OF V��D JAMHS ITY OTHFRS �
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SECTI�N B-B IMPACT WINDOW DETAIL � WDOD C�NCRETE HOLLOV HLOCK GROUTED BL�C I
N.T�S� � STRUCTURE STRUCNRE STRUCTURE STRUCTURE
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IMPACT GLAZING FASTENER DETAIL �,
N.T.S�
fEY pE50�OfN[F�140H5 DAIE BY I'�
A IWUAIFD 70 FBC 2010 II/29/12 pIR I�
B PllUFD LSAIl4C NOIE 12/20/12 RfA I�
e B 9ax sI4E "m `�o�a���SH edBBOS� _s
o` L� ...F� �� 1 ai
D+26.7 PS�F �s c°4o°��',,•�C'£I�I�j��N-� �`ry2
3' 20GA, STRUT LOCATED AT THE T�P '"� o O;b lc /f°i 3
� AND HOTTOM OF GLAZED�SECTION -31.6 PSF �LL���; R!0 004 '2��i z�
ATTACHED W/C2) 1/4' X 3/4' HEX HEAD da� �
SCREWS AT END AND CENTER STILES hsr�onos S�T w? *I ��e��a�
� +40.1 PSF po ,..� f�/` ;;��oa
TOP SECTION -47�4 P� E oe�v.�+3' $T/�1t G Oi' �V 0 =°
LARGE �3 n''"f%,•••:�C 17Q°�\��e� �`u
MPACT E 2 J`°S'�sn•Q�F�'•1'�rtiGa�o �u
: ' ' RESISTANT r'"F� `�+ao��jVF11,���°�li 9q
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INTERMEDIATE SECTIDN � � � � . � : � �6e CaRRGGE CuuRT vtNST@!-SnLEN,NL. 2710.7 WvAMnRRLOn
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GLAZING OPTION DETAIL MODEL �E650 OAK SUtdMIT SERIES l000 & 2000
N.T.S, MODEL y600 STRATFORD SEBIES 1000 &II2000
MODEL �950 HERITAGE SERIES 1000 & 200D
�PTI�NAL SHORT PANEL GLAZED SECTI�N STRUT AND STILE LAYOUT '
• AVNU9lE 7RACN CONFlGURATIONS B n¢a¢n er m�c oa� npe/o� IRC-6 09C�l�5-I
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TABLE 1 TABLE 2
STRUT SPACING(BASED ON RECOMMENDED SECTION DOOR SECTION HEIGHTS
DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #�6 #7 #8
HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21"
6'6" 51/2" 18 1/4" 36 1/4" 54 1/4" • 671/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21"
7' S 1/2" 18 1/4" 39 1/4" 60 1/4" 73 1/2" 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" a��� 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" 12'0" 21" 21" 21" 21" 21" 18" 21"
8'6" 5 1/2" 18 1/4" 39 1/4" 601/4" 781/4" 91 1/2" 11'6" 21" 21" 21" 18" 18" 18" 21" �
9' 51/2" 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" 721/4" 90 1/4" 103 1/2" 10'6" 21" 21" 21" 21" 21" 21"
10' 51/2" 18 1/4" 39 1/4" 601/4" 78 1/4" 96 1/4" 109 1/2" 10'0" 21" 21" 21" 18" 18" 21"
10'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 115 1/2"
11' S1/2" 181/4" 361/4" 541/4" 721/4" 901/4" 1081/4" 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' 5 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" i
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" 18 1/4" 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"' � '
•PODITION/LL STRUTS MRY BE AO➢ED TO DO�R VNEN G�pZEO FOR CDUNTERHALPNCE PURPOSES
TABLE 3 TABLE 4
DOOR TRACK ATfACHMENT SPLICE Section Center Stile Location Max Design Loads .
HEIGHT A B C D E F G H S Panel Type (Measured from Left
Allowed
6'6" 3.5" 21" 39" 57" �p�� Width Ed e P�itiee Negitite i
7' 3.5" 21" 42" 63" 76" �ft) 9 ) (PSF) (PSF) � ��o�m�s o�/aypz�x �
7'6" 3.5" 18" 36" 54" 72" gz�� S'�0 Short,Oalc Summit 48.000 29.9 35.4 B ILUFD RADNC HO1E ��o/is ax i
8' 3.5" 21" 39" 57" 75" 88" 8';0 Lang 48.000 29.9 35.4 Mnx srzE �_ 0o��oae�eeeagloen � =2
8'6" 3.5" 21" 42" 63" 81" 94" 8';2 Short,Oak Summit 49.000 29.3 �.7 DESIGN LOAD �� q,��°�5�:SNE(p��PO�; .eQ
9' 3.5" 18" 36" 54" 72" 90" 100" 8'j2 Long 49.000 29.3 34.7 +26.7 PSF w� 44�p�;:���ENSF'° �`rs�a
9'6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Oak Summlt 50.000 28.7 �,O -31.6 PSF ���*��n; �yo 00� 1 ��°d�i�
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10' 3.5" 21" 42" 63" 81" 99" 112" 8'�4 Long 50.000 28.7 34.0 �sr�onos d°e'r� � :���
10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'i6 Short,Oak Summit 51.000 28.1 33.3 ±474 PSF ��yfi� ;��i°'`
11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Long 51.000 � 28.1 33.3 �„ 'd���• ��%��� �� 'LIa-°
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11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" S'i8 Short,Oak Summit 52.000 27.6 327 issaE A� ` ;�{O rs t�p�e��` 23
12' 3.5" 21" 42" 63" &4" 105" 123" 136" 8"8 Lon 52.000 27,6 32.7 IMPACT ;? 'eo��;���ti�,�:��,°s��
i 9 RESISTANT €"FL 6Djaae;aaaca�a' I '�
12'6" 3.5" 21" 39" 57" 75" 93" 111" 129" 142" S'�10 Short,Oak Summit 53.000 27.1 32.0 i.
13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'(10 Long 53.000 27.1 32.0 (,�]�" !
13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" • 9'�0 Short,Oak Summit 54.000 26.7 31.6 • ii
167 CPRRIAGE COUFT VINST@I-SALEM.NC. 2J10!VVVAMAW2,Cm7
14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" 9'j0 Long 54.000 26.7 31.6 i;
NL TRACK ATfA01MENT SPAGNG+/-Y ALLOWED N1TH SIP OR SPF N0.2 OR BEfIQi ONLY MODEL�650 OAK SUMbSIT SERIES IOOO ECi 2000
MODSL �800 STRATFORD SEFiIES 1000 &�2000
MODEL�'950 HERPfAGE SERIES 1000 & 2900
SIIE OAA�'I BY DRC UAIE I1�I8/09 D,4A8WG MA�ER
. B WEIXEll BY �c oarz npe/o� IRC-6009-130-15-I
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