HomeMy WebLinkAbout17-18912 �
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 18912
' ^ BUILDING PEFtMIT
PERMIT INFORMATION �-- LOCATION�INFORMATION �
Permit Number: 18912 Address: 39352 8TH AVE
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: SUNSET ESTATES
Est. Value: Parcel Number: 12-26-21-0310-00000-0840
Improv. Cost: 789.00 OWNER INFORMATION
Date Issued: 10/10/2017 Name: HEWLETT ANNA JEAN
Total Fees: 60.00 � Address: 39352 8TH AVE
Amount Paid: 60.00 ZEPHYRHILLS FL 33542-6808
Date Paid: 10/10/2017 Phone: 813-997-3858
Work Desc: GARAGE DOOR REPLACEMENT 16 X 7
CONTRACTOR S APPLICATION FEES
DISCOUNT GARAGE DOOR , INC BUILDING FEE 60.00
�'�
��G
� �� � !
�
Ins ections e uired '
FOOTER 2ND ROUGH PLUMB MISC INSULATION 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.
� �
�
I �
i C NTRACTOR SIGNATURE PERMIT OFFI R
' PERMIT EXPIRES Ild 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WE14THER
\
_ e �� o .
I�LO 111 U fl
���'����
.�Ys�- ��`"�osY
�
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �(��h�, ,
Date Received: ��. 7�''��
Site: ,��,�j S� � � ��` b�`�-
Permit Type: Y �ti�
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.
��,
Kalvin Switzer s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
a�saso-oozo City of Zephyrhills Permit Application Fax-813-780-0021
• Building Department
. �
Date Received �� / i( Phone Contact for Permitting 7�Z 3 -- s���
1 1 1 1 1 1 1 1 1 1 1 1 1
Owner's Name �7�'1r10�+ J C�� Q�il) e- Owner Phone Number O J" [ �' 3�SO
Owner's Address .7 l J.7Z � /� �' Owner Phone Number �a
Fee Slmple Titleholder Name ����} Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3�35z � �✓e--• � �r /I � �J�� LOT# �
SUBDIVISION c,J �r� � � PARCEL ID# �2'Z����D�IO"O��QD" O�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK Q.�D aCe �" Ccf/Z'G—
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING $ �� B� VALUATION OF TOTAL CONSTRUCTION
�
� QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
OPLUMBING $
OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � v�� v
�
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO ,
. . . . .�. . . . . . . ; . . . . . . . . . . . . . . . . . . . -
BUILDER COMPANY �►S GC/L CCr t�GOI�S �t-�!G
SIGNATURE REGISTERED Y N FEE CUR n Y/N
Address � . License# e C 2 S
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER . COMPANY
SIGNATURE - REGISTERED Y/ N FEE CURRE� Y/N
Address License# �—
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address � License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# ,
111111111111111111111111�1111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)wor'kirig days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 tlumpster;Site.Work Permit for subdivisions/large projects
COMMERCIAL � Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten,(10apryorkin�days.�ft�r submittal date. Required onsite,Construction Plans,.Stormwater,Plans;wL SiIt,F�ence install'gd, �.
Sanitary Facifities&1'ciumpster Site 1Nork Permit for all new projects.All commercial requirements must meet compliance �.,
SIGN PERMIT Attach(2)sets of Engineered Plams: - � �• '
""'PROPERTY SURVEY required for all NEW construction.
_ _ �r_ ��.JL__�_1_�__�_a_.l__�_.�.._L• .—L�__-���_._�._.�n_ — _ _" __— _ __ — ---
- --Disactiar�s:• - - � —
FiII out application completely. ' '
Owner&Contractor sign back of applicatfon,nqtarized . - •
If over$2500,a Notice of Commencement-is required�. (A/C:upgrades over$7500) � ' �• ,.• •
" Agent(for the contractor)or Power of;Pttomey(for the,owne�)would be someone with notarized letter from;owner authorizin�same' � : , ,� ., � ;,',.. ,
OVER THE COUNTER PERMIITING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways.:needs�ROW, ' �^� : ,,;:�;;,� �,t,•,,. . . - •
' ' �- " � ' '� ' . . ., . ,r. ; . ;�,t,..,. , . ' �,., � ,
_ .. . , . , , , - , . . . -. � .� �, ,,,�,
, ., � s ,., . _
$�3asa-oa2o City of Zephyrhi((s Permit Application Fax-813-780-0021
NOTICE OF DEED RESTRICTIONS: The undersignediaurogie��mm��h�t this permit may be subject to"deed" r�strictiar�s"
which may be mare restrictive than County regulations. The undersigned assumes responsibility for compliance with any
appficable deed restrictians.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBlLITIES: ff the awner has hired a�contracfar ar
contractors;to undertake work,,they may be required to be licensed in accordance with state and loc�l reg;ulations. If the
contractor is not licensed as'required by law, both the owner and can�ractar'may be ci#ed for a misdemeanor violation
under state 1�w. !f the owner_or intended contractor are uncertain as to,what li�ensir�� requirements �rr�y-apply far the
intended wark, they�areadvised to contact the Pasco County Building Inspection Division-Licensing Section at'727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor{s} sign
portions af the "contractor Block" af fhis app(ication for which #hey will be responsible: If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privilsges in Pasco
County. •
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY�FEES� The undersigned understands
that Transpartation lmpact Fees and Recourse Recave.ry F�es may apply.to the.cons�ruction•of"netinr buildings, change of
use in existing bui[dings, or expansion of existing �uildings, as specified in Pasco County Ordinance number. 89-Q7 and
90-07, as amended;, The undersigned also,understands, that such fees, as may be;due�wilf,be identi€ied at the #ime of
permitting. ' It is further uriderstood that firansportation Impact Fees and Resource Recavery Fees must be paid prior ta
receiving a "certificate of occupancy" ar final power release. If the praject daes nat invalve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. fiurthermore, if Pasca Gaunty Water/Sevusr lmpact
fees are due,fhey must be paid prior to permit issuance in accordance with applicabfe Pasco Caunty ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500A0 or more, I
certify that 1, the applicant, have been providect with a copy of the °Flarida Gonstruction �ien Law—Nomeowner's
Protec#ion Guide" prepared by the Flarida Department of Agriculture.and Consumer Affairs. If the applicant is someone
other than the"owner", !certifar#hatl_hav�e obtained a copyof;the above�tdBSCTi�?'ec! ciocurrae�it'and pramise in goad faith to
deliver it to the"awneru prior to commencement. �
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with a11 applicable laws regulating canstruction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work ar installatian, has
comrnenced prior to issuance of a permit and that all work will be performed ta meet`standards of all laws regulating
constructian, County and City codes, zoning regulations, and (and development regulations in the jurisdiction. I also. �
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility ta identify whaf actions 1 must take to be in compliance. Such agencies include but are not iimited to:
- Department af Environmental Pratection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wel�s, Cypress Bayheads, Wetland Areas, Altering
Watercaurses, � •
- Army Corps of Engineers-SeawaNs, Docks, Navigable Waterways.
- Department qf Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protectibn Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply#o the use of fi(I:
- � Use of�ill is nat allowed�in�Flood��one."V'•�3nless expressly permitted. -_ .. � , .. � ;
- !f the fill material is to be used in F1ood Zone "A", it is understaod that a drainage"�plan addressing a
"compensating volume" will be submitted at time of permitting which is p[epahed;6�r:a-�professional engineer
licensed�by the Sfate of Florida. ' ' � .
- 1f the �II material is ta be used in Flood Zone "A° in connection with a perrnitted buiiding using stem wal{
construction, I certify that fill will be used only to fill the area within the s#em wall. ,
- If fil! material is ta be used in any area, 1 certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the awner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one {1}
acre which are elevated by fi11, an engineered drainage plan is required. '
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set farth in '
this affidavit priar ta commencing construction. 1 understand thaf a separate permit may be required for electrical work, �
plumbing, signs, we�ls, pools, air conditioning, gas, or other installatians not specifically included in the application. A +
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, ar ,
-sef aside any provisions of fhe technical codes, nor shall issuanee of a permit prevent the Building O�cial from thereafter
requiring a carrectian of errors in plans, construction ar violations af any codes. Every permit issued shall become invalid
unless the work authorized by`such permit is commenced within six months of permif issuance, or if wark authorized by
the permit is suspended or abandoned for a period af six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building O�cial for a periad not to exceed ninety (90) days and wi!! demonstrate
justifable cause for the extension. if work ceases far ninety(90}consecutive days,the job is considered abandoned.
WARNENG TO OWNER: YOUR FAILURE TQ RECORD A NUTICE OF Ct3MMENCEMENT MAY RESULT tN YOUR _
PAYING TWICE FOR 1MPROVEMEMTS TO YOUR PROPERTY. IF YOU INl'END TO OBTAIN FINANCING, CONSULT
WITH YC?UR LENDER OR AN ATTORNEY BEFORE RECORDlNG YOUR N TICE UF CQ ENCEMENT.
F�ORlDA JURAT(F.S.417.03} � � '
OWNER QR AGEN7�'{��'D rYlit Gt�:�,�� CONTRACT L:+G��""—
Subscribed and swo to{or affirmed}before me t is Subscribe nd sworn (or aifirmed}before me this
�'-!�-(7' by �hwR"�n� .�fDr a ivt - b Jqrs�G pI'�Ke-�'•l/f�l
Wh�is/are oersnnallv�k -own to me o�has/have.produced o is/ar er onally known to me or has/have produced
""� as identiftcation, as identifcafion.
� tary Public � Notary Public
Commission No.__,,,�.� ��2`� Gommission No. � Q
L.�,�•R� �-n� K�-K,� h a�t-f-�-- � ��► � l -Z �
� Name of Natary typed,printed or stamped Name af tVotary typed,printed or stamped 't
�
::�;+""ttd L►NpAAtdN KRUM3i0LT� ;:�,,k�`T''"�'- L11�lDAANN KRUi+rE�£�L�°�
�,-. �:
=r'�'����s,�: tv9V COMMf$510N�FiF91�028 •• . �;�„ MY COMMIS6a0Pt#'FF91�aF12R
i�.+ x�' ExPtRES Sep4cm#�r t17.�i�
`'%t;, EXPIFtES Saptem�r t}7.2L4g'9 %:��'*�,,•�
,., „
(A07)398•0'".�3 FbtidaNnit��yServic4.com � 1A07)9�J�I.Q'!L'! a�ufaNSxo mice.com
,
���' C�1�C(all�lt �4l�cl�t�` I��O1"�r �ri.�. �,�, ,
r--,� � � ..,
I '�� �u-�i;r�� 1=1i�;ltl I-,�th f�t�, ' L�� �'' ' `
� �
l,i-c7i�.,,t�il��.�.. E�L 3-�t��1�'1 .
�ca�ntGar�nnr6�tnc. �f�i�� F�PL'N j-;;ti�i-=�?ll-����,�I�� (N�RI{ii� s �,4`tt'4�`.r.���7iJti)�`�+,Cr}t1j �j jj�..,r ��
;• C�'atinEr,i�i far 511r�and Nii!.�all.ttialn c�f a ;vi��r• G���;��.,e 1:3u��r
p's3le �(--�I_F_..----'-
$��t�L�,. r�u�C12s,:,�i "�u�rlitt� S�l��ir� ;�d attfQrda(�kc 1'ric«" �`eclz:�`�'}��'-�'Z'-r_---
u'. rner t�arn�w;.__ y�Y►''l l ' {�_� 2``' Q'-f�L' �,P ---
° -- - -.f'-1.._—_�u�Lt�_4,"�'._'�T�___-. ,:iricirr_,:,s: �..�-?� ' �-C- ____��__'-"�-r` __ ._._.
�1ty; ...��"']_��!�.�-J__>.--- f�"ttt�n�?�+(_�� �� —!.��� _3g�� Itt5:e�311tion G>nt�V�. ._ -
` c)t�tt$ .�_____� �J.1"__ .__a___ Qepusii Call�r.t�^c $ ��� E:ai;-�n�c_E Di�p G� ..-°� — — -
, ,1__ _
'�C7dC1: ..��C.J ��3111`I D�51 r4: �� _.1---����CL��"�J _�,-!{l..
.._� �
. y _ . _.,.�n.J1f��.. V�lind•Corc• .
's's4yi L�n�ttl. �.�.L._�__' �__.._..�. C7L�n:F�����7�;1:�.��_'_.._..C�..._" t��l.B. �iY�:� C hib t'a9�3.4�i .. _�-_-�
�8iii�ig He:ght:�-U.� ��' uailin�a F-! , - _� 7 �;' r c _..______..,.. . - - —
�i�h;s or t3"c;d Gc���r��r�ic3h, .; n.l?in h ,S �
, � �,
���'r� �`L:t�(1�1I,� «_—...�_ R�[1iu�.: 1�' � 15' LHR(;:ci�!•�i qp G��7} " _____.__
_"._ __ _...._ a ._.�.
'C7f�S1f�l�! �'1CT'�NSIO�tiI Sprin���yd t�,+c��c1�� ; YE� P�J� (�{I�,�4} ., w ���,. __�
. _. _. ... .___.---�--------�- -- --------
t�
Ptl�b�i�t,s Needecs: 'YES N4�. _,' H�ader hleFd��. YLS S��J _.�_.. ,
��m�ir�cd Le^dcFlft�r��5id�:�tacks anci l�IN{�.cisr. :____'x:�;S�OC1.�f�Ut inutafh��.: . __..__.__._ � �.r_ _ a— i
�3�Iritc�tcr�xis:in��i�rt�u�F:>. �;�5C1.G�0J Y�� riQ Ty�ts of As=�hrrs. �LEE!r� 1�`;'tjC'f�LkG� ._ _.. ._._.. ,. � _�_. __ __
E � Nf �
�'i?�F: Y'�S hIC_1 ��9$.(7�:i�rlt�,]lai (�.i2fj.OGs�uuble� __._..__..__._..__. ,_ � � —� y_-----
A�. ,.�„� �
—..k,.
'VV�nda�c�s° Y�� NCl T}�pe: G'LG4�, IM�AC'�' L�ESICPIE� .......__...__.._.._.__..._...___...._..._._..,_._... __ .. ;: ____---_:,_.
�iFL5E.'(�`:.=C}f�i�Fs5a �}E;:ali11S: � _,_„ _._._�_.,__.______._._..._.__._....__.___ .____._... s ...
E`
��a�ia��€.ir����� �sac�.�o� �aE�T�or�c �e���r���c�x (:;;��.f7�} �aca �_c��;k ....._.. ...__.__.._ ,: .. � _ _ __ _____�._.
� ('1r�01 5ll�a-Fciq�i..._ _..�.. ......_..__..._.------- � w_,��._--- -----
� ,
�r�ltivare P,�orn�nc� f.lpc�ra!i�; (3fJ Yaar�ld�r�ranty}, ...___.._......__._�.._._. .___.._.�._____�..__--_--_... = �f_ _a_. _
__._... _._...__w.._..._ � . 1 �•.
�ac.r t�r,•irs�r'ustl�'.+�'•r.1� �T[[:L b1rC)f_?C1 f,.`~+r!�.i��l'} FP�:RrI.�"��._ SWIf+�F�L�S'I'EFi _ ,., . _.�______._.._ �; ._._ ,..� _#
¢� G�..f!�._.�.___._..� '�fie-H��ng. Y'ES M1l(� � _
�xxss.Gn�Qp+:res. n'E.� :aJ Qr�'�nd� _.LtY_`AC?�f�� � (:�,�t�,��0} � ��
—.j-.-.�.�__.__��
N��.v C9,�er�s�-�a Ir:��te�li�:t�en' �r`E5 PJ�1 �A��;��r: __�<.._�...��.._.._�_Tt.an,. .____.w�_.______ I{i�4'I��r.l _...._____.�_=.,�.r.x.. � .._,.___..�e._. _�
�
i't��e�; ..M�Gt,r'�t.., __...�.'�lt���_� �'✓��(������._,.���acr4w ��a�ra"t�r�ub-+�t;�l._......._._ � _.,__,_ ._.—
� } M `
��.�i��.�,)- �.�t_�_S.,C1It��l�����._.�.L'�._.��1r.��k�..�i�._..m_,�..-��.r.4lisc. __.___. . _ . , . S _-� �
� ��
�` �. �-�_`_..__-----_-____. ..___ ._ ..� . �..�_ ..v..____ f��:nr�i€ �.._._,�._..___._..... .__ � .—.._�.� �
�UO�TE ��L`� � � �(��� �C�LCD / ��f� _� �
Trt�! __.�_._..__._..__.� � ._L.��,____„_�<,—..�
�.�.�_-
� u,���:�E�.:�s to t,�tr�o and�lear;C3't�ac}s anci�rnc#II�oP.�puriiric�.It nc.�k!l7r��L�a�ll E?v�i�,�i�°`C��per I�aux�;I'��rg�tc,ino�>c i;ems,�r�au_harz�e��U lr�r�ss:n�,;�ale th� � ,
tr����iF.3t;;!?:�lGiP i,°t��t'{�llOfl�?t1t56ir.tfil�C:if:?.'�I�.i17 E�i��ii?li.}.;Udl(��:^ll��ttons. �
t���.+?,��a�rri��rr,der,ateirc�che terms�n�1 cor=.dr,<ni5�o;h sba'��Ti 3nt1�rn lna rr!vnrs�yf Il�is d��cumeni.i�tiin+�riz�O�U to p��ri��;r�tttie vrork Eisi�;�i arn�apr•�e 4�, ,
t1Y+h:c'I:lipJ�i�Si.S`?C�,t�;i@Ifl�f��c'1'j�f1Q h�j`'L+i1C C.=1f�':� IT"i f atC 'Iii�UfE t7t'.It7J1d flUllinr�es CaC717 la ch��r��r�iy CEItC��:tIIYfiUFit:t Yt3 fi491:3f+:�IS`.Sl:rt['jfrg2TTtt?ilf.
I � �4/�L+"15s.7.r� ��'�`.'rV� 4 Y � 1 ��...:.e ��
�i,iJ�O��P.�:J'1..I'k{FC�_.._...�-«� -�..-W.. �� ...._ -m... ❑cl� cTM -.m�,....�..- � �•_—__;" : R_
_ �........ �a'_a........ ....... , '"�.`-`----_
p_� C��C�1T��IRfl #__. n ^ � �EXP, DAfiE3 �V � �5�.CFiECK# �_� DR1'���'� LlC�t��E # ..� �'
a ,,.. __�� .�._ �I ..�, �.. - _�..
_�.._d.___ ..� _�.......�_�� ��____�__--�}�Yt�4�._...��.__._......�-.�..n.--�,��-...�..�.._._.���1
� - . _ - � ._.__. .__ . .. .._ __ .. - _ ._ _ _ _ -....._._.. .� . - , •
_ �r�,_�. _.____.a_._._,_._.,_._._____ "� �
----------— —-- -— i
r
..�
1 C �'�
STATE WIDE ARODUCT APPROVAl.Sl18MITTA�
Revislon Date:5124f04
AppticataoniPermit#: Building Address: Owner- Cantractor' Discount Ga�age Doors,!NC
Openings: Slidin Glass Doors,Exterior Swin Doors,Overhead Doors,Fixed Gtass,W(ndows,Mulfions,SKytights
'*Pressure . Produd Approvat Product Modei#or Glass Attachment Approvat Expiration
yQ� p T Manufacturer Category Num6er!Seq#: Name ' series TypelSize Method Entity Date
� �� . b{M � d�o 4.d6.s'i./ � 0 4:.
r �
��� � N`�'� /�
�`� . ,�t���
�
. ��,���t�l��
« �`���'��
� �,`:'�:r��':��°�` �
. �3u��� ;�� �!��, �,�\�.�
� .. .. t3�����-..: .�� - - .
, _ .. .
- - - ° p� P� ,�
�
.�
'•Oniy one entry mqvirod tor Moitipie units oi thc same size and Dcsign P�esaure _
'•D=Destgn VrcssuT T=Ma�c 7est Pr�ssure Page 1 of�
NDT S:
7_ IMPACT RES'�TANT GLAZING OPTION- IMPACT 13 CA HORIZ ANCLE
RE512TANT Cf.AZINC SYSTEM MAY BE INSTALLED M
TOP OR INTERMEDIATE SECTION (1MTH OR N7THOUT A YO CA CENTER STILE ���R � REVISIONS
DECORATIVE WSERTS). CLAZING SHALL BE 7/4' 16 CA END STILE STATEDTHA�T LOUVERS
PO�YCARBONA7E.MAXIIAUM CLAZINC DIMENSIONS 13 GA RAC ANGLE . EET 2
SHALL BE 11' x 1Y CUTWT,FASTENED WITH gB% ARE NOT IMPACT
7' SMS: 3x ALONG 7HE HORIZONTAL AND 2%ALONG � RESISTANT,
THE VERTICAL SEE DETAIL E ON SHEET 2 FOR �6 CA MIN HORIZ � - CRT 6/29/07
fLSSEMBLY DETAILS. TRACK
'm' ' P2 MOpIF1ED JAMB
5/16x7-5/8' 'm' BRACKET SCHEDULE
2. NON-IMPAC7 REISTANT GIAZING OPTIDN - ,090' LAG SCfiEW(MIN 3 ' , ALLOWINC REPLACEMENT
MINIMUAI SSB GLAZING IN MOLDED FRAMES SCREWED AS SHOWN) m ° o pF pl WITH JB-US.
TOCETHER WITH A MINIMUM OF (10) �p8x1'SCREWS • m ADDED UaPACT
INSTALLED IN TOP OR INTERMEDIATE SECTION (N�TH (4) 7/A-20x9/76"LARGE m RESISTANCE TO DOOR.
OR H7THOUT DECORA7IVE INSERTS)MEETS UNIFORM HEAD TRACK BOLTS OR ADOED NA% CLAZINC
STATIC WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 STUDS iMTH p . DIMENSION TO NDTES
GLAZINC SHALL HAVE A MN(IAfUU HEIGFIT OF 10.69" 7/4-20 HEIt NUTS SHEET 1, ADDED TRACK
TO f'LAC CONNECTION
AND A MA%IMUM LENCTH OF 16.94�. GLAZINC IS 0 � NOTE.
NOT IMPACT RESISTANT AND DOES NOT A1EET THE 76 CA MIN VERT
REOUIREMENTS �OR WIND-BORNE DEBRIS REqONS. 7RACK ' GRT 71/10/07
3. VIN7l OR WOOD DOOR STOP NAILED A AIAXIMUM 1/4-2Dx9/16' TRACK �m C � P3 MODIFIED lOUVER
OF 6" O.G MUST OVERLAP TOP AND BOTH ENDS OF BOLT AND 1/4-20 HE% B HEET m UCENSE NUTABERTTO S
PANElS NINIMUM 7/16� TO AIEET NEGAlIVE NUT A7 EACH ,1B-US EET m 7YP
TI1LE BLOCK. ADDED
PRESSURES. JAMB BRACKET LDLATION � IlAPqCT RESISTANT
4. KEY LOCK, SUDE LOCKS, OR DPERATOR GLAZING.
REOUIRED. 5/16x1-5/8" LAG • 0 GRT 9/1g/OB
SCREW pT EACH � .• 0 ' P4 UPDATED TITLE BLOCK
5. LOUVER OPTION — .040'1AINIMUM LOUVERS IN JAMB BRACKET 0 • AND IMPACI GLA2ING
MOLDED FRAMES SCREWED TOGETHER H1TH A
MINIMUI.1 OF (10)BB�t�SCREWS INSTALLED IN 1HE � ,�, I GRT 4�75��Z
BOTTOAA SECTION. LOUVERS ARE N0T IUPAC7 • .�•
RESISTANT AND DO NOT MEET THE REQUIREMENTS 75 GA STIFfENED I m
FOR N7ND—BORNE DEBRIS RECIONS. JpMB BRACKETS m '
.�.
6. SECTION STEEL TO HAVE A MINIMUM 26 CA SEE SCHELDUIE FOR • �m�
THICKNESS. OUANITY, LDCATION, •
AND T1PE
7. h1E DESIGN Of 7HE SUPPOR7INC STRUC7URAL 9
ELEMENTS SHALI BE THE RESPONSIBILItt QF THE q
PROFESSIDNAL D�RECORD FOR THE BUILDINC OR KEY LOCN OR SLIDE LOCK �
STRUCTURE AND W ACCOROANCE N1TH CURRENT EACH END(NOT REOl11RED
BUILDINC CODES FDR 1HE LOADS 115TED ON�THIS µ77F{OPERATOR — SEE "m� �
DRAWING. NOTE 4�. SLIDE LOCK m
B. DOOR JAMB TO BE MINIIAUM 2x4 STRUCTURAL SHOWN FOR CLARITY D m
GRADE LU6IBER. REFER TO JANB CONNECTION � EET 0 0
SUP➢LEMENT FOR ATTACHMENT TO SUPPORTING �m�
STRUCTURE. N9�_ (4)SECTION SOLID
DDOfl SHOWN. SEE SIiEET
9. FDR LOW HEAD ROOM LffT CONDITIONS, TOP 2 FOR U—BAR LOCATIONS
BRACKET SHALL BE A 13 GA LHR 7/4 TOP ON DOORS N7TH OTHER
BRACKET WITN A MINIMUM DF(J) 1/4-14x7/8" SECTION WANTITIES AND N9�;_, 16' DOOR SHOWN. SEE
SELF DRIWNG CRIMPTI7E SCREWS IN UEU OF THE SEE NOTES 1 AND 2 TIilS ' SHEET 2 FOR HINGE AND Si1LE
BRACKET SHOWN ON THIS DRANANG.U—BAR ON TOP SHEET FOR G�AZINC ��• LOCA110N5 ON OTHER SIZE DOORS.
SEC710N SHALL BE INSTALIED ON TOP DF LNR TOP OPTIONS.
BRACKETS.
SUPERIMP05ED DESIGN PRESSURE JAMB BRACKET SCHEDULE
LOADS ON SUPPORTING STRUCTURE NO. OF JAMB
DOOR N0. Of BRACKETS �A�K LOCA710N 0 CENTERLINE OF,1qM8
� -DOOR DOOR UNIFORM LOAD�EACH JAMB' PI.F HEICHT SECTIONS�EACH�JqMB) �E � '� ' _ �BgACKETS h1EA5URED PROM BQrT0A1� -' --------�-- -� -
WIDTH HEIGNT � � 6,_6, 4 6 OF TRACK (ALL DIMENSIONS.3"2'� ,
10�-0" ALL +750.0/-167.5 6'-6' q 6 FAT (�-u5�. 14' (01). ZJ-i/2� JB-US). 34' JB-US). 44' (01,56' (JB-US)
12'-0" ALL +7BD.0/-201.0 �•_0- 4 6 a' ��-US). 10"(JB-US,21-3/4" JB-US). 39"(JB-US), 48' (J8-US), 57-1/4" (�8-US)
14'-0� ALL +210.0/-254.5 7'-0 4 6 FAT (�-US). 14'(01), 25-1/2� (JB-US). 34' (JB-US). 44' (01). 63-1/q' �,Ig_�g�
IS'-O' ALL +225.0/-251.3 7-6' S 8 oI �`�'US). 10'(JB-US),25-3/4"(JB-US),36'(,s-US),52-1/2' (,JB_US), 63-1/4' (,IB-US)
�(JB-US). 14'(pi). 26-1�2 IJB-US). 32-1/2� (JB-US). 43'(QI). 49� (JB-US). 62-7/2'(pI), 72'(JB-US)
16'-0� ALL +24D.0/-26&0 7'-6' S B FAT �(JB-US). 10'(JB-US).22-3/4'(,18-US).yfi•(Jg_�s�. 45'(,IB-US). 54-1I4� (JB-US). 63�(JB-US).74-1/2"(,1B_U5�
8'-0" 5 8 01 "(JB-US), iq'(01), 23' (JB-US), 34"(JB-US).46"(pi), 58"(JB-US), 66-1/2' (p!), 7$-��p•(�g_US)
B-�� S B FAT "(JB-US). 10'(JB-US). 25-3/4' (JB-US). 39'(,1B-U5)� 48'(JB-US), 57-7/2� (JB-US). 66'(,IB-US). 75-1I2' IJB-US)
B�-4 SEE NOTE BEIOW
NOTE:
(JB-US)f"OILOWINC DIMENSION DENOTfS AOTTED JAMB BRACKE7 ATTACFIED TO TRACK N7TH 7�q_Zpig��6�7qACN BO�T AND NUT.
(01)F�LLOWING DIMENSION DENOiES OUICK INS7ALl JAMB BRApCET INSTA�LED IN BUTTERFLY SL07.NO ADDI710NAL HARDWARE NEEDED TO ATTACH TO TflAC1C.
ALL DOORS GREATER THAN B'IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANCLE. SEE SUPPLEMENT TRACK CHART FOR DETA�LS.
' STATIC PRESSURE RATINGS
����� APPROVED SIZES SCAIE: N.T.S. SIZE: A
DESIGN (PSF): +30.00/-33.50 MAX IMDiH:
16'-0" DATE
TEST (PSF): +45.00 —50.25 NAME
LMK A.SAX9CKl PC / hAAX HEIGHT: 14'—
Z50�SL£N7ASVhl�XI)5067��Z� ������ �MPACT/CYCIIC RATED (1'ES/NO)- YES MAX SECTION HEIGHT'Z7" CHEC ED 5/22/p7 �RT
� � I MRB
fLPE 7261] MODELS 8000/8100 SHEET � oF
7�PE t0679f �I�ISION OF OVERHEAD DOOR CORP Z
PROfESSIONA�ENdNEER'S SEµPqDViOED OtJIY fOR 3795 ADOISON DRIV[
V[RIflG7iON OF K7NOLOAD CONSTRUGTION DETAilS. PENSACOLA, F�ORIDA J2514 WINDLOAD SPECIFICATION OPTION CODE 1123 DRAWING PART N0. REV_
(850) 474-9890
32��» Dd
3 GA ROLLER SLIDE ATTACNEO TO
SRACKET WITH 5,��,5-18 BOLT&NUT
N CENtiER SLDT AND 1/4-20r9/76' �u7Fp SIItf d NIl,alr/A�A7l MN[F 1 �•"' REVISIONS
'RAGH BOLT h 1/4-20 HEX NUT
'HROUGH ANY TWO ALIGNINC HOLES � - _��5• STA�EDTHAT LOUVERSO
3 GA COMMERCIA� 'A'FRAME ' ARE NOT IMPACT
'OP BRACKE7 ATTACHED H7TH � RESISTANT.
4) 7/4-14x7/8� SEIF . p ' fI-BARtLCVX1yr GRT 6/29/07
)RILLING CRIMPT7E SCREWS , �v�'�'�:��� � I (12) 3" 18 CA _ P2 MODIRED JAMB
/ � (B) SECTION DOORS H71H BRACKET SCHEDULE
BO KSI U BARS ALLDWINC REPLACEMENi
•- LOGATED AS SHOWN� OF DI WITH JB-U5.
�DD (2� 1/4-14v7/8" T � I_ ADDED IMPACT
�ELF DRIWNG CRIMPTTE SCREWS � 74'& 75' . RESISTANCE TO DOOR.
INSIDE OF EACH END HINGE) ADDED UAX 0.AZING
DIMENSION TO N07E5
j � (7)SECTION DOORS N7TH SHEET 1. ADDED TRACK
" NYLON STORNGARD ROILER , . a I (11)3� 18 GA 80 KSI U-BARS TO F�AC CONNECTION
IITH 4-1/2� STEU AND ' • j LOCATED AS SHOWN� NOTE.
/16� PUSHNUT AT EACH � � ` � GRT 11/70/07
OLLER LOCATION. 1/4� MAX
�ETNEEN PUSHNUT AND P3 MODIFIED LOUVER
RACKET OR HINCE . ' � _ OP710N. ADDED TEXAS
72' LICENSE NUlABER TO
TIi�E BLOCK. ADDED
4 GA H7D BODY END
(6)SECTON p00R5 N77 ��PAC7 RESISTANT
IINGE A7TACNED WITH ' • I � (9)3' IB CA 80 KSI U-BARS GRTZg/19/OB
4) tI4-74YSI8' SELP ! � �'�'�'� �t LOLA7ED AS SHONTI�
APPING SCREWS TA� � P4 UPDATED TI7LE BLOCK
AND IMPqCi GLAZING
� GRT 4/16/72
10'
(5) SECTION DOORS WI777HHH���
4 � , � � I �B) 3' 1B CA 80 KSI U-BARS I
° � LOCATED AS SHOWN i
8 GA NARROW BDDY � '
JiERMEDIAIE HINGE ' � • i I
�TTACHED N77H (4)
/4-14r5/8' SELF
APPINC SCREWS _s'
(4)SECTION DOORS W17H
DETAIL C (6) 3' 18 GA g0 KS� U-BARS�
a cA BOTiOu BRAGCET LOCATED AS SHOMTI
�TTACHED H7TH (2) � � �
/4-14:7/B'SELF DRILLING / INiER10R FRAME
RIMPTiTE SCREWS THRWGH
�TRU7 AND BOTTOM BRACKET . •
ND (1) 1/4-i4x5/B' SELF / SHEETMETAL SCREW
RILLING TAMPER RESISTANT
CREW
\ �- I I
7A� EX7ERIOR • •
FRAME / r
,._. - - . f � , �
\ / 1/<�FOLVCARBONATE •
TAI ATTACH U-BAR YdTH
(2) 1/4-i4x7/8"SELF
DRILLINC CRIMPTTE SCREWS
AT EACN STLE LOCATION, TYp.
� STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: A
������ DESIGN (PSF); +30.00/-33.50 MAX WIDTH: 16'-0'
TEST (PSF); +45.00 DATE NAME
MnRK A SAINCK�PE ����� /-50.25 MAX HEIGHT: 74'-p' DRAWN 5/22/06 GRT
- noi s.$uh Hw,r iz�,sui�c 2pp IMpqCT/CYCLIC RATED /YESA1 0: YES MAX SECTION HEIGH7:27" CHECKED 7/22/07 MRB
LfNtSVILLE,7%730fi7 1 /"� �
fl PE 72613 MODELS 8000/8100 SHEET 2 OF 2
7x PE i0629i DINSION OF OVERHEAD DOOR COR
PROfE5510NAL CNpNEER'S SCAL PROVIOED ONL7 FOR �395 ADDISON ORIVE DRAWiNG PART N0. REV.
vEH6'Ka7iDN Of vnNpi,Dqp CONSTRUC7�OV DCT�45. PENSACOLA. FLORIDA 3I514 WINDLOAD SPECIFICATION OPTION CODE 1123
(850)474-9g9p
3�7m� o�
,
SCFiEDULE 3 '
. ' 3!8"�!A3Q7 HEADED OR NOOKED ANCHOR BOLTS!N NORMAL WElGHT CQNCRETE :
MAXIMUM SPACWG OF ANGHOR BOLTS PER JAMS(IN)
LOAD PER 20Q0 PSt 25Q0 PS! 30Qb PSI
JAMB LBIFi'NOYE3 CpNCRETE CONCRETE CONCRETE
100 24 24 24
120 2d 24 24
140 z4 z4 Z4 �
i6Q 24 24 24
i80 24 24 24
200 24 24 24
22d 24 24 24
240 24 24 24
280 24 2� 2a
28Q 24 24 24
300 24 24 24
32Q 24 24 24
340 24 24 24
360 23 24 24
380 • 22 24 2A
400 20 24 24
420 19 24 24
440 19 23 24
460 18 22 24
480 - 17 21 24
5dd 16 20 24
520 18 20 2A
540 15 19 23 :
564 14 i8 22 11���11111l1///rJ
580 14 18 21 `\\� � �. �a`�`,�7. //�i,
60d 13 i7 20 �� ��`�.���pj$��F�t /�
620 13 16 20 ,�� �,'�'� � �`� /�,,
6d0 13 16 19 � e+ �a.5�737 'i j„
6&0 i2 i5 19 ' i� �
680 12 15 1$ = * i * ;•Qr `—
7oa t i 1 a i� %�4'*� STATE�'� �'
.'�Ij�.'`.
720 11 14 i 7 �� `. .`�► �
�ao 11 i4 js �ii�'c��`F,�OR��P"G�,��ti .
?80 14 13 i 6 r�j/�/ss jONA`�'����
tlt1
soo io ys is
1.BASED ON 3!8"P1 A307 HEADED'OR HQOKED{1.69"MIN.HOOK LENGTH}ANCHOR BOLTS WiTH A 2"O.D.WASHER
WiTH A MINlMUM EMSEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISI'ANGE OF 9".
2.PROV(DE QUAN7ITY OF ANCHOR BOLTS AS REQUlRED TO MAINTAIN MAXIMt1M SPACiNG AS SHOWN iN
TABLE WlTH A MINlMUM QF THREE(3)ANCHOR BdLTS PER JAMB. ANCHOR BQLTS AT 70P AND BC?TTQM
OF JAMB SHALL BE i'LACED A MAX(MUM OF 6"FROM THE END OF TNE JAMB.
3.LOAD PER JAMB CAI�CULATED BYTAKlNG DESIGN LOAD(PSF}TiMES DOOR W(DTH(FT}DIVIDEO BY2.
EXAMPLE: DES�GN LOAp=30psf
OQOR W ID7H=16tt
LOAD•PER JAMB=3dpsf x i BfU2=2401b/ft
I 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-Q"MAXlMUM pOdR HE(GHT.
5.DdOR JAMB TO BE 2xS OR lARGER NO.2 GRADE SPF(SPEGIF�C GRAVlTY>=0.42)
LUMSER OR BETtER MOUNTED TO SUPPORT STRUGTURE.
(F MOUNTING OVER DRYWALL,WGREASE FASTENER LEtVGTH TO ACN(EVE MINIMUM REQUIREd PENETRATlON.
6.DESIGN OF THE SUPPORT STRUCTl1RE SHALL BE TNE SOLE RESPONSlB!!.lTY C7F THE BUlLDfNG DESIGNER
' AND SHALL BE DEStGNEd FOR THE JAMB LOAQ LlSTEQ IN A80VE TAB1.E AS CALCULATEQ PER NC1TE 3,
Digitalfy signed byJohn�.Scates,P.E.
Approved Date:2Q15.02.20 09:57:27-06'Od'
John E.Scates,P.E.
3121 Fairgate Dr.
Cerrailton,7X 75007
FL pE 51737 TX PE 56308/F2203 Revision P16
�I