HomeMy WebLinkAbout15-16800 CITY OF Z�PHYRHILLS
' S335-8TH STREET
' �s13��sa-ooza 168
BUILDING PERMIT
� PERMIT INFORMATION - - � - LOCATION INFORMATION '
Permit Number: 1680Q Address: 5928 NEVi/BERRY GT =
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Ciass of Work: 434-ADD/A�T RESlDENTlAL Township: Range: Book:
Propased Use: SINGLE FAMILY RESIDENTIAL Lot(s): Btock: Section:
Square Feet: • Subdivision: WEDGEWOOD MANOR
Est.Value: Parcel Number: 10-26-21-0120-00000-0250
Imprav. Cost: 1,179.00 OWNER INFORMATION
Date Issued: 12J4712015 Name: KEMPEN, A�iCE
Tatal Fees: 67.50 Address: 5928 NEWBERRY CT
Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542
Date Paid: 12/07/2015 Phone: (813 788-0030
Wark Desc: lNSTALL GARAGE DC?OR 9�C 7
CCiNTRACTOR S " • APPLICATION FEES �
P I GA E D ILDIN FEE 7.50
� � � � � � � ��
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` ` Ins ections Fte uired � -
F TER 2N RO PL B Ml IN TI CEILI G
FOOTEi2 BONQ DUCTS INSU�ATED SEINER MISC.
RQUGH ELECTRIC LIN1'EL MISC MISC.
15T ROUGN PLUMB PRE-METER lNSULATION WALL M1SC.
DUCTS INSTACL,ED WATER MiSC DRNEWAY
PRE-SLAB SHEATHING MISC. MISG.
CONSTRt1GTION POLE FRRME MISG. MISC.
REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local goverrtment shall impose a fee of four times the amaunt af the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In additian to the requirements of this permit,there maybe additional restrictions applicable to this property that
may be faund in the public recards of this county, and there may be additianal permits required fram other gavernmenfial
entities such as water management, state agencies or federal agencies.
"1Narning to owner: Your failure to record a notice of cammertcement may result in your paying twice for
impravements ta your property. If yau intend to abtain financing,consult wifih yaur lender ar an attorney
before recording yaur notice of commencement."
Complete Plans,�pecificatians Must Accompany Application.All wark shall be perfarmed in accordance with
Ci Codes and Ordinances. NQ OCCUPANCY BEPORE C.O.
N4 OCCUPANCY BEFORE C.O.
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CON TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MtJNTHS 1NITHGIUT APPRQVED INSPECTIBN
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills ,
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��`�Ci S i t��9 �c�d� �i RV� 1 Ci_
Date Received: I � " 2 — � �
Site: S`1''Z�'s l��C w�r R.�.y �T �
Permit Type: RL=P�-A CC ��(�/{(;� Q��.,�. �' �7
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
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� ��
K in i lans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
• � � � ( Buildtng Dapar#ment ; . .
I
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Date ReFeive,d` , ( � f ,��( �" � Rhone Contact for Permitting
..$t3 S'trv, ,�,,,:''i32jo .
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Owner's Name �r! C tl K"'�- ��t . Owner Phone Ncimber ��!� ' ?�'S$ •. c�o 3+t� -
. � ., . .. .
Owner`s Address S^'AZ. N �.��rr+f t.f�"Zc,jt+�rr{�,��I r j F� 33S'!Z ' Ouirner Pttone l+Iumbei
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Fee Simple'Tifieholder Name �- � � ` Owne�Phone Number
• �• ' ' � . . . , .
Fea Sinipte Tif[ehotder Addi$ss� 1 ' - �
zg -c.�1,,�.,,,,, c.� .2,�p�J'r b�'(1 s, k� 3 3's"'N 2 • 40T�# •Z,.� •
� JOH AQD$ESS � � `-""l .
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5UBOIVISION.� • �w ' waod r"��+�•�� • � PARCEL I�# !o-'�:G��'"Z i -��2:0 ..ooca�v - a Zs"'� •
. . . .(dBFARNEd FROM F�tdPERIY TAX NOt3G�
WOFtK PROPOS�p ' , ;: NEW GONSTFt ADDIAL.T •Q SIGN •[� . MOVE •CJ DEMOLtSt� , .
- e I tNSTALL - . � '•REPAlR- . . . .
PROPOSED USE . Q � 8FR , [�- COMM Q ���1� ' .
' TYPE OF GONS'IRUCTi4�1V � � BLOGK [�, FRAME' '�,Q • STEEL. Q OTHER I— �— •.�� —�
DESCRIPTION O�WORK, ' �G�D� G?c«✓a�.c, (�e r •q'.X �I. ' FG '�'` . - .
BUII.bING SIZE � � SQ FOOTACtiE� �� ' HHICNT • -
.
' Q BUILDING . $., ��� 7 cr, p o , �VALUAI'ION OF TOTAL CONSTRUCT(47N _ . � :
Q 'ELECTRiCAL ($� : _ '�, AMP SERVtCE . � PR06RESS�ENERGY • Q �•R��.�•
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� P�utiitBlNG ` � � �-�'� . , . �j� � �� -
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Q MEG!-iA�liGAt. $, � � ; - .. .. � �/A1-UATE£7I�l.�}F MEGHA11tIGAL(NST�1l.tATlON .
� .
� • GAS r, � �, ROOF,tN�- ��. . SP�CSALTY � `OT!-IEE�• ` , ,
FIMSHED FLOOR ELEVAT ONS � ' . FLOOD ZON�.AREA , QYES` � r0N0 • '
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BUiLDEii , . - ""9� / t � COMPAMt , �r'�G t 51 d u� �¢,se" �-+c.r+llrc.�t, .
SIGNATURE ���Isr�En Y/ N � '�cuR�rrr .Y�l N
� �Address /3T3� �t-o�b,'t-� 'r31,.d- G 1�.,r-w��.•-,F t�.337& � . 1 . . t.tr.�nse�.� � G,�L'`"z�"g 1 ta 3
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E[.E�:'1'ttiClAt+i.� . • . ' ''`C�MF�AHY� ' . • . .
SIGNATUFtE � tiE�isT�Ren . . .'� .Y/ N . '�E cuR�Nr - Y!ht '
Adiires� � ' � ' � � - t3cense# C ' - �� E
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P1.EIMBEFt ' '' . , � . ' ' *c . . C�}MPANY �
81GNATURE� ' F2EGIs7E�tEo Y/ N FEE cuRRENT ' �Y/N
Address I � ' '' �l1Geilse# � �
M�GWAHIGAL � ' ' � COMPANY " ' .: "
• SiCaNATURE � � � � � REGisi`�t7ED Y 1 � . FEE CllRREN� ` Y t N . � . .
Address � ( � - - - � ' ' , . .l.iaense# � �
'_ OTHEf� . , " - ... . . . - ._ � . ' .
SiGNA'i'IICiE �_... _.�.�_. _.�.._.._.._._.—..__ ' teEc�lsT�REu ' Y! E+l FEEcuRFtEtit' . __ _
• � . - - . • , , . • � �
Address ' License#
FtESID�NTIAL Attac�(2)Plo Plans;(2)sets of Bui[ding Plans;(1)set of�nergy Forms;R O�W�Permitfor nein►constnuotion,
. . °N1lntmum_ten ,0)working,days after svbmi#tal da#e. Requ'ued onsite,ConstrucE[an Ptans,Starmwater Plans w!Sflt Fence instailad,
•� •• Sanita�.FaciO es&,7:dut�tp5#e"r,8ite Work Pemtit{or sukrdi�isitins/iarc�e pro)ecfs
COMM�FtC1AL . ,Aitac�i.(3)ica plete sets af 8uilding Plans plUs�a Life Safely Page;.(1)set�oF Energy For.ms.Ft•Q-W�'emut for new canstruaGan.
, �Mirili�um ten 0}working days after subcttitta�date. Required a�isite,GQnstruction Pians,Stotrawater Plans wCsltt Fence�InstaUed,
__ _ Sani�ary Faail'ties 8�1 dumpster.8ite Work Permit for ali new prajecfs.All commerciat reqnirements mdst mee#compliance
' SIGN PERMIT Atkaoh(2)set�of Engineered Flans. • , - - - � .___ _ ____�_ __ �
'";`*P�OPER SUt�VEY requiced fctr a11:NE111t.�onstruct�on, � - ' - .
Directians: " . I � � . ' '
�ili outapplica(tan co�nple#ely. . - . ' • - - -
Ovuner 8�Contractar$ign b�cktof application,notadzed - ' ' .
If dver�25qQ a Natil�e of Go�nmoncem�nt is required. (AIC upgrades over$5000) - - . ,.
** Agent(for the'con#ra�tor)o�P wer o[Attr�rtaey(far the owt�er}wauld be someone wlth nofarized letfer from ovuner authorizing same -
OYER THE COUNI'ER I'ERMITTI G (Frorat of Application Only) , '
Reroofs Sev+�ers SecvIce Upgrades A!C Fences{PIotlSarvayl�aatage) • .
oriveways-Not over�ounter f on pubiic roadways.:need5 ROVN -�
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NOTICE C1F DEED•RES FttCTIQNS: The undersigned understands that this pe�rmit may be subject#o�deed"i-esfrictions"
which may be mors res#'r�ctive th'an County regulafions: The undersig�ed assumes responsibitity for compliance w'it[�i any
appticabie deed restr�cho�s. , . , .
UNLiCENSED CtJNTRACTORS AND CONTRACTt3R R�SPONSiBILiTlES: if the. owner has hired.a._cant'ractor or
confractors to undertake work, they may be required to be iicensed in accordance wiEh sfate and iocat reguiations, tf the
contractor is not license� as're�uired by law, be►th the awrrer and contractor may be cited for a misdemeanor viotafion
under sEate 1aw. If the uvner�r intended contractor are uncertain as to what liaensing requ�rements may apply for the
fintended worfc, they are�dvised#ta contact the Pasca County Building lnspection Division—Licensing Sectian at 727-847.-
8009. Furti�ermor�, if fhe owner has hired a contracfar or confractars, he 'rs advised fa have the contractor(s) sign
portions af the "contract�r Btock" of this application for wiiich they wili be responsible_ if you, as the owner sign as the
contractor; that:may be an indiCation that he is riot properly(icensed and is nat entifled ta permiffing privileges in Pasco
Caunty. � � �_ •
TRANSP�RTATIt3N tM AGTNTILiT1ES tMPQCT AND RESOURCE REGt�VERY FEES: The undersigned understands
that Transportafion Imp ct�Fee�and Recourse Recovery Fees may appty to fhe ConStRlet'ton of new buildings, change af
use in existing butldings or expansion of existing buildings, as spec�ed in Pasco County Ordinance number 89-07 and
90-D7, as amended. T e undersigned also understands, that such fees, as may be due, wili be identi�ied at the flme trf
permifting. iE is further nderstood that Transpart�tion tmpact Fees and Resource Recovery Fees must be'paid priar�to
receiving � °cerEificate o occupancy" or finai power refease. if fhe projecf does nat invotve a certifiicate af occupancy or
fli na! pawer'release, the fees must be paid:prior to permit:issuance. Furfhermore, ff Pasco County WaterlSewer impact
fees are dae,fhey must be paid prior tn permit issuance in acccrrdance tnrith applicable Pasco County ordi�anc�s: • .
CONSTR.UCTiON LfEN L.AW(Chapter 713,Fforida Statut�s,as amended): IF valctatian of wark is$2,500.00 or mflre. i •
aerEify that 1, fhe appli anf, have been provided with•a copy of the �Flarida Construction Lien �aw Hameowner's
Protection Guide" prep red by`the Florida Depa�ment of Agricuifure and Consumer Affairs. if the applicant is sameone
oth�r�than the°owner", certify�tha#•I�have obtained a copy of the above described docurnent and promise in gQod�faith to
deliver it to fhe"owner� rior to camrnencement. � � . _
CONTRACTOR'SIOWI�ER'S��FibAVIT. 1 certifjr that al1 fhe informafion in fhis appiicafion is accur�te and tfiat ait work
will be dane in complia.ce wiRh all applicable Iaws regulating cansfrucfion, zoning and tand-development. Applfaation is
hereby ma@e to abtaic�a per�rnt #o do work and Installation as indicated. I ce�tify that no work or instaDation has
comrnenced prior fa issuance(af a permit and that aH work w�l1 be pecFor.mec! to meet standards of all laws regula#ing
consfruction, Counky a d City;codes, zoning reguiafians, and land devetopment reguia#ions in fhe jurisdictian, I aisa
cetrtiify that I tinde�stan�that#Fie regu(a�ions of ather governmenf agencies may appiy to fhe in#ended work, and that if is
my respansibifity ta ideri�tify what actions I must take to be:ln complrance. Such agencies inc(ude.but are nofi timited to:
- Deparfinent of Environmentat Protectian-Cypress Baylieads� Wetland Areas and Enviror�mentally Senstfive •
Lands,Wa srNVastewater Treafinen� ,
- Southwest F[arid2 VVater-. Management Districf WeNs, 'Cypress Bayheads, Vtieflanci Areas, Aifering
Watercour�ses. { � �
� - • Armq�Cor.p af Engineers�Seawa}!s,Docks,�lavigable VlCaterways. `..
- Departme t of Health &+�Riehatritifative ServPcesiEiiviro�rtienta! Nealth Unit WeEls,. Was#ewater Treatment.
Septia,Tan s. � .
- US'Enviro mental��Protection Agency-Asbestos abatement.
Federai A iation Authority-Runways, • , . •
1 undersfand fhat the f llowing#resFrictions appty to fhe use of ftii:� �
- Use of filt is} not a(tawea in Flood Zone°V"uniess expressiy permitted. "
- !f #he fill rhateria� is ta be used in F,[oad Zone aA", it is understoad fha� a drainage plan addressing a
°campens�ting vo�ume"will be submitted at�time of per'mitting which is prepared by a professioria!`engineel'
ticensed b�r fhe St fe of Ffortda. - � '
- : If the fill r�aterlal�is to be used in Flcivd �one "A° in connec�ion wifh a permitted b�tilding usit�g:sfem wa41
constructi n,.!certify that fi!!will be used oniy to fitl'fhe area within#he stem wati.
- If fifl mat�ria! ts .ta be used in any a'rea, ! 'aertify that use of such fill wilt not adversety affect.adjacent
properfiest If.us�af flli is found to adversely affect adjacent properties, the owner may be cited for violating
, fhe condif�ons�of�the 6uiiciing permit issuecf under the aftached permit appiieation, fvr fats fess than one (1)
acCe which are elevated by fill,�an engineered drainage ptan is re,quired.
if I am the AGEfilT f�R THEiC1WNER, ! prornise in gQpd�faitii to inform fhe owner of the permifting condifions set fiorth in
fhis afftdavit prior to commen�c�ng consf�.tctian. 4 understand that a separate permit inay be requtred far electrical work,
plumbing, signs, weit , poois; air conditianing, gas, or other'instailatians not specifically included in the applicatiori. A
permit�ssued shal! be�construed to be a Iicense to proceed witit fhe work and not as autharify to_viatate, cancei, alter, or
sef aside any pravisio�s of#he technical codes, nor shal! issuance of a permit prevenf fhe Buitding Offtciai from fhereafifer
�cequir:.ing:.a;corceefion:��afi.err:ors:;in.,plans,;.constr.uctlo�.oi�"violations of any codes. Every peEmft issued shall-become-i�valid- �--�.
unless the work auEhorized by such permif is commenced within sfx months of permit issuance� or if work a�ithorized by
the permit is suspended or abandoned for a period of six(6)months after fHe time th�work is aommenced. An extension
�may be�requested, in�wri6ng� #rom the Building.Oificiai fnr a-period not•to exceed ninefy.(90) days and wiit demanstrafe
jusfi�ia5te cause far th�e extensfon. !#warK ce�ses for ninet�(9Q)consecufive�days,fhe job ys considered abandoned. ,
WARNING.TO..OWN�Rc Y�]UR,FAILURE•TO RECORD A NOT�GE QF CQMMENCEMENT MAY RESULT �N YOUR
—PAl�fll�G�7WlGEFOI.�;�Me13�.71�EMENTS'TO YOUR•PROPEt�TY. iF YC}U iNTEND�TGI..OB'TAE�f F�NANClNG,,CO�lSULT
_.__�, __...
WITH'YOUR LEN�ER OR�•AN.A"iTdRNEY BEF`t312��R�IC01�ai�1G�Y`OU�t,WO�TEC���Fr CONill+lEWCE�tiE�NI:� _
FI.ORiDA JURAT(F:S.11�.43) �
� ._ ., , ,��C�� .• , ' ~~~
QWNEit OR A.ri�NT " CONTRACT'OR �. � ��
5ubscriba�nd swom a�rme efore me ' • Subsaribed and swom•fo ffirmedj tigfOr+a�e#h1s/.
/?-1�l � b �� � ?_ ' � t
Who is/are ,ott�(I tnCr�rtTi � e br ha �ave praduaed Who(s! pe kn n fo as/hav prodviced
� as�Idenli�caHon. as idenfiScatlon.
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�, �,����.���"-�i'�""� Natary Publtc .1.--�"����T' Nofary Pubiia
commisston Na. ' Commissian No. •
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t*�:::;'e DOUG BUHtET�
Name of IVotary typed,printed or � d �(�,lIS$1Q1+{t fF 935353 � Name of Noiary typed,prinfed or st�, * MY COMMl3S1flN'�f F 935353
* * ptpiRE5;tdcuamber ti.2019 EXPiRES:Navemher ti,2019
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Florida Building Code Online Page 1 of 3
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�On��na�((p���� BCIS Home � Lag In � User Registratlon � Hot Topi6 � Submlt Surcharge � S[ats&FacCs � Publiptions � FBC Staff �,BCIS Ste Map � Links � ,Search I
r� �
Busines
Professi -aI ��' Product Approval
+USER:Publfc User
Regulation
Product Anoroval Menu>ProduR or Aool(cation Search>Apolication List>Application DeWil
�f�. FL# FL16650-R2
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
, Archived ❑
Product Manufacturer Haas Door Company "
Address/Phone/Email 320 Sycamore St.
Wauseon,OH 43567 p
(419)337-9900 Ext 243 f��v�Ew��t� ' —{ �
• mschwei�er@haasdoor.com i �
C��OF z�P�lYRH1LLS F
Authorized Signature Mark Schweitzer P�qNS EXqi��p�ER � )
mschwei�er@haasdoor.com �
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
ALL WORK SHALL COMPLY WITH AL]
Category Exterior poors pj�,�1AIIING CODES�FLORIDABUILD
subcate9ory Sectional Exterior poor Assemblies CODE,NATIONAL ELECTRIC CODE A]
Compliance Method Evaluation Report from a Florida Registered Ar��'��d���'��ILLS ORDINANCE�
Florida Professional Engineer
� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed John E.Scates
the Evaluation Report
Florlda License PE-51737
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Kurt Dietrich PE
G Validation Checklist-Hardcopy Received
Certificate of Independence FL16650 R2 COI Cert of Ind Scates 2015s.odf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2005
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS6... 12/1/2015
� Florida Building Code Online Page 2 of 3
� .
Product Approval Method Method i Option D
Date Submitted 04/13/2015 �
Date Validated 04/25/2015 I
Date Pending FBC Approval OS/01/2015 �i
Date A 06/22/2015
ummar of Products �
FL# Model Number or Name Description
16650.1 HT 60 ,700,2000&800 Series HT Series sectional sandwich type garege door 9'2"wide
Limits of Use Instaliation Instructions
Approved for use in HVH :No FL16650 R2 II WL-0600-33-37 rCs.odf
Approved for use outs" e HVHZ:Yes Verified By:]ohn E.Scates 51737
Impact Resistant:Y Created by Independent Third Party:Yes
Design Pressur • 33.2/-37.0 Evaluation Reports
Other: FL16650 R2 AE EvalReot r2s.odf
Created by IndependentThird Party:Yes
16650.2 HT 600,700,2000&800 Series HT Series sectional sandwich type garage door 16'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16650 R2 II WL-0600-30-33 rCs.odf
Approved for use outside HVHZ:Yes Verified By:John E.Scates 51737
Impact Resistant:Yes Created by Independent Third Parly:Yes
Design Pressure:+30.0/-33.9 Evaluation Reports
Other: FL16650 R2 AE EvalRept r2s.odf
Created by Independent Third Party:Yes
16650.3 PAN C2000,C2400,C2410,R2410, PAN Series sectional pan type garage door 9'2"wide
C2460,R2460,C2461,R2461,
C2471,R2471,C2472,R2472,
C2480,R2480,C2481,R2481,
C2482,R2482,C2500,R2560,
R2561,R2571,R2572,R2580,
R2581,RZ582
Limits of Use- Installation Instructions
Approved for use in HVHZ:No FL16650 R2 II WL-2000-26-30 rCs.odf �
Approved for use outside HVHZ:Yes Verifled By:]ohn E.Scates 51737 �
Impact Resistant:Yes Created by Independent Third Party:Yes �
Design Pressure:+26.7/-30.2 Evaluation Reports �
Other: FL16650 R2 AE EvalReot r2s.odf
Created by Independent Third Party:Yes
16650.4 PAN C2000,C2400,C2410,R2410, PAN Series sectional pan type garage door 16'2"wide
C2460,R2460,C2461,R2461,
C2471,R2471,C2472,R2472,
C2480,R2480,C2481,R2481,
C2482,R2482,C2500,R2560,
R2561,R2571,RZ572,R2580,
R2581,R2582
Limits of Use Installation I�structions
Approved for use in HVHZ:No FL16650 R2 II WL-2000-25-28 rCs.odf
Approved for use outside HVHZ:Yes Verified By:John�.Scates 51737
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:425.6/-28.5 Evaluation Reports
Other: FL16650 R2 AE EvalReot r2s.odf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe SVeet.Tallahassee R 32399 Phone:850-487-1824
� The State of Florida is an AA/EEO employu.Coovrioht 2007-2013 State of Florida.::Priva�v Statement::Accessibilitv Statemen[::Refund Statement
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Secdon 455.275(1),Florida Statutes,effective ORober 1,2012,licensees licensed under Chapter 455,F.S.must provide[he Department with an email address if
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, Chapter 455,F.S.,please�ick here. �
Product Approval Accepts: I
I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsHepnq4%2fS6... 12/1/2015 I
q 2 3 4 5 6 7 8
NOTE: Track configuration above
Door Width 9'-2"Shown the door opening does not offect
See chart below for other the wind load rating of the door
F door widths F
Top Bracket
DETAIL A(sheet 2 of 3) Flag Bracket
• . .. ....... .... Datall H(sheet 2 of 3)
80
m
• SINGLE STEEL END STILE
16 Ga Galvenized Steel
c
E � Jemb Bracket E
Detall F(sheet 2 of 3)
Door Height SlideLockorLockBars
7�-���Shown Manual`dioor(Socks a�e3' �
See chart required unless an automatic
operator is installed.
below for other ssz"+�_3"
door heights 54Z„+�_3�
p 382"+�-3" D
z2Z�+�_3"
� �
End Hinge Intermediate Hinge 4"+/-3" \���������/
Detall B sheet 2 of 3 Detail D(sheet 2 of 3) \\�� ��//
Bottom Bracket ) SD t�I Et(shee�2 of 3)t 102"+/-3" `\�`\0��1`�Ns'�T���/��i
C Detail C(sheat 2 of 3) � ;� No.61T37 � �
� � ,i
� i*�
This product hos heen tested per TAS 202-94 and ANSI/DASMA 108-OS (and -12) for static air pressure. Jomb bracket quantities shown are for use with grode 2 or better southern pine jambs. i�;, gTA.�OF ���(�y��
•�(/�
Supporting structural elements are to be designed by a registerad professianal engineer j�`�� \
This product has been tested per TAS 201/203-94 and ANSI/DASMA 115-OS tor large missile impact /O 1`'�2� ,
for specific wind loads. �j�` `•�OR�O.'Q \
and cyclic wind pressure. ���//�S`S�ONAV�'?��``
Modei Number � NOTICE: ��/ ����
HT_60 8 2 60 SERIES Door Total#of Total#of SWts�amb BrkLs ������
Hel ht Sectfons e�S(de These drawings ❑re a supplement
HT_61$2 61 SERIES 6'-0° 4 4 5 to the installation instructions for
HT 63&2 83 SERIES 6'-3" 4 4 6 ° standard door and only covers
HT 64&2 64 SERIES HT_10&2_10 SERIES those procedures that vary from
B standard doar installation. If B
HT_70 82 70 SERIES HT 12 8 2_12 SERIES 6'-6" 4 4 6 �ese specific procedures are not Digiially signed by,John E.Scates,P.E.
HT_80&2_80 SERIES HT_71&2 71 SERIES HT 14&2_14 SERIES 6'-9" 4 4 6 followed, the door may not D0t0:2015.04.09 15:55:20-OS'00'
HT_81&2_81 SERIES HT_72&2J2 SERIES HT_16&2_76 SERIES ��-0" 4- 4 6 perform as designed.
HT B2&2_82 SERIES HT_73&2J3 SERIES HT_32 8 2_32 SERIES �'-6" 5 5 7 John E Scates, P.E.
, HT_90&2_90 SERIES HT J4&2_74 SERIES HT 33&2 33 SERIES ��-9" 5 5 7 3121 Fairgate Drive
_ Carrollton, Texas 75007
Desi n Pressures End Intermedlate Backers Intermediate Backers Intermedlate Backers Impact 8'-0" 5 5 7 Flarida P.E. # 51737
Door Width + _ s Backers Min es /Hin es /HIn es Resistant Maximum section heighF is 21 in.
FL#16650.1 Professional Engineer seol provided only for
8'-2° 37.3 -01.5 Single 1/1 1/1 1N NO Moximum door height is 16 ft. verification of wind load construction details.
9'-2° 332 �7.0 Single 1/1 1/1 1N YES Doors taller than 8�-0" will be provided with commercial
��,,�.`.,, OESCHIPTIDN:
10'-2° 27.0 �0.1 Single 2l2 1/1 2/2 NO tuli angle track having brackets and jamb mounting 9•z•xr600,�oo,x000&soostae�swumioan
A 12'-2" 18.8 -21.0 Single 2/2 2l2 2l2 NO spaced at 12 inches. �� 4 ,� � SEC170NALDOOR A
8'-2' 332 -37.0 Single 1H 1/1 1/1 YES ��•1`e'� DESIGNPR695URE+33.7F37PSF
IMPACT RESISTANT • - on•�o xo=�wb�,y3� S�: I OF 3 �, c
This product is designed and sold by PSF The AHJ ar Engineer o( Record is responsible for determining the o�ieoxN:4/9/ta onawMBi: nrvS
PSF required for any given site. �a�m�or,aio osn
m c,mum=we MOOEL�SJ: See Sheet 3
1 2 3 4 5 6 7 8
. �
1 2 3 4 5 6 7 B
PUSH NUT 24' END HINGE TEK SCREW 24n
7/16" INTERMEDIATE HINGE
F See p�7��1, far push nut 14 Go Galvanized Steel 1/4° X 3/4° Hex Washer Head 18 or 74 Ca Galvanized Steel F
� placement. Self Drilling (3 per Botkom Bracket) o
� ADJUSTABLE TOP FIXTURE o� BOITOM BRACKET TEK SCREW
� q 13 Ga Galvanized Steel °�° 1/4° X 3/4° Hex Washer Head
�Z Ga TEK SCREW y Self Drilling (4 per Hinge)
TEK SCREW o 1/4" X 3/4" Hex Washer Heod
Self Drilling (6 per Hinge) PUSH NUT ° °
0 1/4" X 3/4" Hex Washer Head 7�ig"
Self Drilling (4 per Bracket) � PUSH NUT See �Alj�_I fof pUSh �U�
7/16" placement.
See D TAIL I for push nut
e DETAIL A DETAIL B P�°Ceme�t. DETAIL C BOTTOM SEAL DETAIL D e
NOTE: The location of the intermediate hinges is
indicated by the toggle lock dimples at the top
2" x 3" E STRUT of each section.
18 Ga 50 KSI Minimum
Galvanized Steel
JAMB BRACKET (�
�3" 12 Ga Galvanized Steel opopo SLIDE LOCK or LOCK BARS v�
��7 o (not required with operator)
O �
° ° TEK SCREW
� .Zu aQo 7�4�� X 3�4" Hex Washer ��4n 32' �
TEK SCREW BOLT & NUT . Head Self Drilling (4 per
1/4" X 3/4� Hex Washer 1/4-20 X 5/8�� Carriage S��de Lock) DETAIL I ROLLER
Balt & 1/4-20 Hex Washer
— Heod Self Drilling (1 per N�� � 2�� Diameter Nominal
( per Jamb Brocket) There should be a space of Eleven Ball N lon or
DETAIL E End Stile & z Pe� Intermediate DETAIL F DETAIL G , a° between tn� roller n�b Y
Stile) � Ten Ball Steel with
and the outside edge of the a Minimum Workable
roller holder which is set by Shaft Length Shown
NOTE: Details on some views omitted for CIQI"It)/. the push nut.
Double end stiles and hardware may be
� required on some wider doors. �
\ 1111111///i
' o0 oomc� �\\1 /
o FLAG BRACKET \���`�0�;?�G s��.s,���i
�� � i
� , No.51737 ��'� y
� 3/e", � 3/a", z"ac�. BOLT = i * ��r=
POLYUREfHANE FlLLED DOOR SECTION O� 5�16 X 7 5�8° Lag Bolt �*� '��
Min. Min. (4 per Flag Brockef�. �•4�� gTATEOF :�,�(y\
of t" Minimal 26 Ca Galvanized Painted Steel Skins of 1" /� � «/�
B � %��.r�SS IOR�Q��O?�� . g
/� /ONAL \�
h VERTICAL TRACK BOLT & NUT /'����������``\
2°Namtnal 13 Ga Galvanized Steel WOOD JnMB 1/4-20 X 5/8"Track Bolt John E Scates. P.E.
& 1/4-20 Hex Washer Nut 3121 Fairgate Drive
BOLT&WASHFR The vertical wood jamb (asteners Carfallton, TeXas 75007
5/76'X 1 5/8"Lag Bolt dc 2° O.D. x 7/16' may 6e countar sunk to provida a (2 for Horizontal & 2 for Florida P.E. # 51737
I.D.Flat Wosher flat mounting surtace. See jamb Vertical Trock)
NOTE: Jamb bracket must be tn direct contaet attachment details on sheet 3 for Professional Engineer seal pravided only for
with the 2x6 (No tlrywall ollowed), attaching jambs-to the 5v�����a. FL#16650.1 verification of wind load consfrucFion details.
DESCRIPTIDN:
9'2'HT 600,700,7000&BOO SQOES WIIiD IAAD
�� � SEC170NALDOOR A
A , °�::A��B%: DESIGNPHESSUR6+337/-37PSF
DETAIL H IMPACTRESISTANT � ON►WIXCBO:WG06003}37 SHEEi: 20F 3 �,. �
� U11iEOlitl:4/9/14 OpIIWNBT: MV9
,azo�
R�m� .
w.�..a oNo�nn
m���=� Mooe��s�: s�sb��s
" 1 2 3 4 5 6 7 S
. �.
� 2 s a s s � s
F
FASTENER TO CONTINUE
PAST HEADER
Mt�DEL NUMBERS � �
0 0
MODEL NUMBERS AVAILABLE
� HT 14&2 14 SERIES ° ° E
HT 16&2 16 SERIES
HT 32&2 32 SERIES ° °
HT_33&2_33 SERIES OPENING 2 X 6 GRADE 2 OR BETiER SOUTHERN
1-IT 10$c 2_10SEF�IES HEIGHT o PINE JAMBS. ,
— SEE CHART EOR WOOD JAMB ATiAGHMENT
HT 12&2 12 SERlES TO BUILDING STRUC7URE,
HT_60&2_60 SERIES
p HT_81 8 2_61 SERIES Ma�tiMUM aN p
HT 63&2 63 SERiES CENTER SPACING
— o
HT &4&2 64 SERlES
HT_70 8�2_70 SERIES FIRST FASTENER 4"to 10" .
HT 71&2 71 SEf21E5 ABOVETtiEFt.4012 � OPENING _�
— — WIDTH
HT 72&2 72 SERIES �
HT 73&2 73 SERIES
� HT_74&2 74 SEF2iES �
HT $0&2 8Q SEFtlES M�ntrrtum M�n�rtw,n a4a�amvm Atbwame �111111(t/j
Buiiding Mintmvm �dge on Center an Centar Tenston
HT 81&2_81 SERIES Swcture Fastenorrype Embedment Distence Spacing Spacing Load ������ �, s,�{C�r//��
HT 82&2 82 SERIES Mtn.2000PSiConCrate Tapcon1/4'w/1`ODwashar t�s� 2,sm a.00• za� eaa ,`���p`�`yENig•�'�tfi f�i�
M7r+.300D PSI Caocrete 7ap�on 7!4°wlt'OD washet 1.75° 2S0° 4.00" 24° �. 508 '"+ �; �" /
HT_90&2_90 SERtES `' �
Mln.4000 P9�Concrote Tapwn 1!4'wH'OD washe� t�s �,su• a.00• za• aae ` ; r}p,51737 �'� '�!^„
Southem Plne 3t$°iag wft V8'OD vrasher 7.50' 5.50' 1.50' 24• 820 � � R*�
Sptuce Plne Flr 3/8'La8�+'��1/8'00 washer 1.50° 1.50' 1.50" 24' 482 �"'k� *
��Og;� STATE�F +'�yj`
NOTE 2X8 mounted W the wall must be Southam Pt�e Grada 2 or better, j a.<,•,,�lpFtlpr:p��� ,
B �t�/j/���ONA;�'��t�'� 8
John E Scotes, P.E.
3127 Fairgate 6rive
Carrollton, Texas 75007
Florida P.E. # 51737
• FL#16650.1 professional Engineer seol provided only for
verification of wind load construction detaiis.
DESCNPTIUN:
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�� ' � � SECIIONALDOOXt
A ' +�`O'�C:, DE3IGNPRISSURE+33Z137PSF A
IMPA4..T RESASTtu'l 1 .��N�WINONO:WL�G600.33-37 SHEET: 3 OF 3 flEV. C
' �pSR� OA7EDILY:4/9114 nR,ti�88i: MVS
meo°ma,roaia°o�isn MODEL(S): SeaSheet3
• 1 2 3 4 5 6 7 8 I
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