HomeMy WebLinkAbout17-19123 1
1 �
' CITY OF ZEPHYRHILLS
5335-8TH STREET
;�
�, ''� ' (813)780-0020 1 ' 123
BUILDINC� PERMIT '
- PERMIT INFORMATIQN -- ' � LOCATION INFORMATION • '
Permit Nurnber: 19123 Address: 38�09 CR 54 EAST i
Permit Type: COMMERCIAL ZEPHYRHILLS, FL. �
Class of Work: ADDIALT�COMMERCIAL Township: Range: Boak: �
Proposed Use: COMMERCIAL Lot(s): Block: Section: �
Square Feet: Subdivision: CITY OF ZEPHYRHILLS ;
Est.Value: Parcel Number: 02-26-21-0010-06100-0000
Imprav. Cost: 750.00 OWNER INFORMATIQN
Date Issued: 410512018 Name: (SHREE CORPt�RAT10N i
Total Fees: 202.50 Address: 385Q9 COUNTY ROAD 54 ;
Amount Paid: 2Q2.50 ZEPHYRHILLS FL 33542-6346 '
Date Paid: 4/05/2018 Phone: 352-588-2839 i
Work Qesc: INSTALLRTION ICE VENDING MACHINE ,
CONTRACTOR S APPLICATION FEES
W M.SCHARBER CONSTRUCTlON CO BU1LDlNG FEE 67.5Q �
MARTIN ELECTRiC ELECTR(CA� FEE 67.50 ,
DOLPHIN PLUMBING CONTRACTORS INC PLU BWG FEE 67.50
f,tlu.�?�.�v�-C�wn.�e.� -,..`?b5, �
� n
�,�tu..� n�es�e�-- ��3��7�
�! L �
s
:�� .
�' ,
Ins ections Re uired °
F OTER - 2 RO H P UMB M! INS Tl0 CEIL G �
FC}OTER BOND DUCTS lNSULATED SEWER MiSC. �
ROUGH ELECTRIC LINTEL MISC MISC. I
1ST ROUGH PLUMB PRE-METER INSULATION WA�L MISC. �
DUCTS INSTALLED WATER MISC DRIVEWAY ;
PRE-SLAB SHEATHING MISC. MISC. 1
CONSTRUCTION PQLE FRAME MtSC. MISC. �
REINSPECTION FEES: (c)Wifih respect#o Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local governmenfi sha11 iropose a fee of four times fihe amount of the fee imposed for the initial inspectian ar
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In additian ta the reqtairements of this permit, there maybe additionai restrictions applicable to this praperty that
rnay be found in the public records of this county, and there may be additianal permits required from other governmental�
entities such as water management, state agencies or federal agencies.
"Warning to owner: Yaur failure ta recard a notice af cammencement may resuit in your paying twice far
improvements to your property. If you intend ta obtain financing,consult wifih your lender ar an attorney
befare recarding your notice of commencement." !
Complete Plans,Specificatians Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NQ OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O. '
I „�, �
��
�
CONT�OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRE� IN 6 MtJNTHS WITHt)UT APPR4VED INSPECT'ION
GALL FOR INSPECTION - 8 NOUR NOTICE REQUIRED
PRQTECT CARD FROM WEATHER
_ •� � � ������s�
Jacc�uelin� �oges
From: Rodney Corriveau !
Sent: Friday, May 18, 2018 9:51 AM �
To: Jacqueline Boges; John Bostic; Todd Vandeberg �
Cc: CJ Funnell; Mike Perry; Bill Burgess
Subject: RE: developmental order i
�
i
After a site visit on May 17th 2018 Planning has determined that the project generally meets Planning guidelines and
adheres to approved plans. Rod �
i
I
• I
.�
r� ^ �� �
� ' i > �
� �� �,� ��; ,
ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! �
Rodney V. Corrivea;u, AICP
Assistant Planner '
I
Physical/Mailing Address:
City of Zephyrhills Planning Department
Historic Captain Jeffries House ;
38537 5th Ave.
Zephyrhills, FL 33542 !
i
Phone: 813J80.0201 I,
Fax: 813.780.0005 �
�
Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a �
public records request,do not send electronic mail to this office. ' �
�
From: Rodney Corriveau
Sent: Friday, May 11, 2018 3:33 PM
To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>;John Bostic<JBostic@ci.zephyrhills.fl.us>;Todd Vandeberg
<tvandeberg@ci.zephyrhills.fl.us>
Cc:CJ Funnell<CFunnell@ci.zephyrhills.fl.us>; Mike Perry<MPerry@ci.zephyrhills.fl.us>; Bill Burgess
<bburgess@ci.zephyrhills.fl.us> �
Subject: RE:developmental order '
Thanks. No, Planning will not sign off until the site is 100% in conformance with the Commercial Check.
Thanks, Rod
1 ;
�
. ,
L� 1 i
� y� s
1
i . �
LEASE AGREEMENT
�
THIS �EASE AGREEMENT ("Lease Agreement") made and entered into this ��`�day of ,
February 2018 by and between lshree Corp ("Lessor") and Gulf Caast lce, LLC, a Florida
�
limited liability company ("Lessee"). The Lessor, for and in consideration of the mutual ;
covenants and rents agreed to be paid herein, hereby leases approximately 240 square '
feet of space within the parking !ot of the property located at 38509 County Roac! 54, �
Zephyrhills, FL 33542 as more particularly illustrated in Exhibit"A" (the "Premises")for the
placemen#af an Ice Hause, as depicted 'm Exhibit"B" (the"Leasehald Improvement"}.
'L.� .Term: The leas� �shall= cammence five (5) days priar to the placement of the '
Leasehoid lmprovement on the subject property("Lease Commencement"), and shall �
cantinue on for a period of three {3} years fram the date of Lease Commencement.
The Lessee shall have the aption to extend the term of the lease under this Lease
Agreement for periods of one (1) year, ,up-to and:ir�cluding 3 total extensions, upon •
I�essee providing written natice to �essor thirty {30) days prior the errd of the then
. existing term. , r � . .
2. Rent: Ren#shall t�e paid manthly, in an;�mo,unt�q�taFto$600.00{the"Rent"}� Payable . , , ' ;" ,
,<, . .
in advance, due upon the 1S' day of each calendar month to Lessor or hislher �
authorized agent(which name shall be provided in writing to Lessee) at the following
�
address: 38509 Countv Road 54, Zephvrhi!!s, FL 33542, ar at such other places as �
may be designated in writing b�t Lessor from time to time. Said rent shaE! be inclusive '
af all taxes levied by any taxing authority. The first month's Renfi shall be prarated for
the manth based upon the date of Lease Commencement. �
In the event Lessor extends the term of the lease under this Lease Agreement, as
described in Section 1 above, the Renf shall not be increased by more than a
percentage equal to the percentage increase in the Cansumer Price Index for Ali ;
Urban Consumers (CPI-U) as promulgated by the Bureau of Labor Statistics of the ;
United States Department of Labar, using the Rent for the year 2018 as a base of ,
100. If there is no percentage increase in, or a decline in, the Consumer Price Index �
far that period, the Rent will remain the same as the basic renta! for the preceding
year. In the event that the Consumer Price Index ceases to be maintained by the
> `
. s� ,
. • �, ,
U.S. Department of Labor, or if a substantial change is made in the method of
establishing such Consumer Price Index, then the Consumer Price Index shall be
adjusted to the figure that would have resulted had no change occurred in the manner ;
of computing such Consumer Price Index. In the event that such Consumer Price �
Index, or a successor or substitute index, is not available, a reliable governmental or �
other nonpartisan publication, evaluating the information for use in determining the ,
Consumer Price Index, shall be used in lieu of such Consumer Price Index. !
3. Late Fee: In the event the full amount of the Rent is not paid within five (5) days i
after the due date, Lessee agrees to pay a late charge of five dollars and 00/100 �
- - ($5.00) per day until the date the Rent is paid in full. � I
4. Utilities: The Rent does not include the cost of any water, electric, telephone, sewer,
or any other utility charges, all of which shall be paid by Lessee. Lessee shall also
be responsible for the connection of all utilities. �
5. Site Preparation: Lessee shall be responsible for all costs associated with site ,
preparation for the Ice House set-up. Lessee shall also be responsible for obtaining ;
,
all required governmental approvals and permits, as may be necessary from time;to
. time. ' i
�
6. Use: The Premises shall be used as a site for placement of the Leasehold �
Improvement, which shall be used for the refail sale of bulk and bagged ice and water. ;
The site shall be used for no other purpose without prior written consent of Lessor. �
;
7. Maintenance, Repairs, or Alterations: Lessee shall maintain the Premises in a clean,
well-lighted and sanitary manner, including all equipment, appliances, and furnishings
therein, and upon termination of the Lease Agreement, shall restore the Premises to � �
�
its condition as of the date of Lease Commencement, subject to ordinary wear and � '
tear. Lessee shall be responsible for damages caused by his/her negligence. Lessee +
shall maintain any surrounding grounds, including lawns and shrubbery, and keep the ; �
same clear of rubbish and weeds, if such grounds are part of the Premises and are
exclusively for use of the Lessee. If Lessee's equipment shall cease to operate due �
to mechanical failure, then Lessee shall begin to make the required repairs within
. ' � ;
three (3) days after being notified of such equipment failure and shall make all
reasonable attempts to have the equipment operating within such three (3) day
period.
8. Attorney Fees: The prevailing party shall be entitled to all costs incurred in connection
with any legal action brought by either party to enforce the terms hereof or relating to
the Premises, including reasonable attorney's fees. �
9. Notices: Any notice which either party may or is required to give in connection with
this Lease Agreement, shall be in writing, signed by the party, and shall be served by
: registered Qr certified mail, overnight service via FedEx or UPS, or courier service, to °��-
the addresses as set forth below:
As to Lessor: Ishree Corporation
38509 County Road 54
Zephyrhills, FL 33542 -
ATTN;
As to Lessee: Gulf Coast Ice i
13257 Rinaldi Rd. z � i
San Antonio, FL 33576 ;
ATT: Bill Scharber
Any such notice shall be considered delivered (a) on the date of hand delivery, (b) on �
the first business day after the date of deposit with FedEx or UPS, or (c) on the date
� upon which the return receipt is signed or delivery is refused or the notice is
designated by the postal authorities as non-deliverable, as the case may be, if mailed
by certified mail.
10. Default: If Lessee fails to pay Rent when due or perform any term hereof, after not i
less than three (3) days written notice of such default given in the manner required �
I
by law, the Lessor at his/her option may terminate all rights of the Lessee hereunder, ,
unless Lessee, within said time, shall cure such default. If Lessee abandons or
vacates the property while in default of payment of rent, Lessor may consider any
property left on the Premises to be abandoned and may dispose of the same in any
I
manner allowed by law. In the event the Lessor reasonably believes that such
abandoned property has no value, it may be discarded. �
� �
11. Lease Termination: Lessee may terminate the Lease Agreement upon thirty (30) '
days written notice of intent to terminate the lease. Within five (5) days after
termination of the Lease Agreement, Lessee and shall restore the Premises to its
condition as of the date of Lease Commencement, subject to ordinary wear and tear.
If restoration is not performed within such time period, Lessor shall have the right to
make such restoration and Lessee shall reimburse Lessor for its reasonable cost in :
restoring the Premises. Lessee shall remove its Leasehold Improvement within thirty
- ` �•� (30) days�_after the termination of this Lease: �
Lessor may also terminate this Lease with 30 days written notice to the Lessee of
their intent to do so.
�
12. Lessee agrees to procure and maintain insurance at all times during this Lease
Agreement is in effect, at its sole cost and expense, comprehensive public liability
insurance in an amount not less than $1,000,000 per occurrence combined single
limit bodily injury and property damage liability with $2,000,000 aggregate limit for the I
protection of the Lessee and naming Lessor as additional insured. Lessor shall be
furnished with satisfactory proof for this existence of such coverage. �
13. Assignment: Lessee shall not assign this Lease Agreement nor sub-let the Premises
without the written approval of Lessor.
14. Lessee covenants and agrees that it will not suffer nor permit any mechanic's,
laborer's, or materialmen's liens to be filed or placed against the Premises or the
Lessor's interest therein and that it will indemnify and save the Lessor harmless from
all loss or damage resulting to the Lessor on account of such liens. Lessee shall
promptly pay and discharge all of such liens and claims that may at any time be filed
against the Premises or any improvements thereon. Lessor shall have the right to pay i
and discharge any liens if not paid and discharged by lessee within 30 days notice '
from Lessor. Lessee shall reimburse Lessor for any cost in paying or discharging such
liens plus 15% interest until such time as Lessor is reimbursed by Lessee.
; , i
, ,, .
�
The parties hereto have executed this Lease Agreement on the day and year first written �
� above. �
LESSEE: LESSOR: '
Gulf Coast Ice, l. Ishree Carporation �
--� c�-��„� , � ��'�..
��rt� ��13�r�4t�thorized Agent
�SC�.-S�'-i--
Date 2(�� 1� C-��-T �'�l , .1._ r � �-��..�
�`— Printed Name
. - - �ate � ��-.� 1S .._ � ,
�
EXHIBIT"A"
�.,=_L•`1,::'-�' �t Q;r^ -5:z .t w 1�`'^��'�"-;,"C"'�..�i' :\."'��i9A'. r a ' '$ "�'�^`�-'�F"z�='=�°;'•-,•,r�cL,��:
`b:.�' c��;�r; y��� S ��a�`q.,�s`'�7�`s.a .�y,�"�, }'��:?"<?�.:�F�,t: r.�� � �,i z�r���z:
_ '.���!!Y,.�° 3 s N �y �;'1''_�.,�'- ,' � r �y3r- 3� .},L?;';��s�-i;� �'�':�':�',;a' '_
,Zj= .�,' r�?t� '��.s.;v•y�...}�tj���a.:. F�,"t?r. ��t'*� c•fyr� �+•; 'S�f''� t .2-''`,T.:+qwtif-:, ti-. �.l�i::_i..r. _
��y�t�� �i}r:r'.`:�}�.° ;nyy,,,.'eYe{.�.i;:� 1-�c,�,�y'iJCi�?��• }�'�< .' r,�" 7�:�� _i� .��I��'�'.: _,��;+:�� '��F.3`.ar u'.`ioz:i��'� �
y. "Y;,^�s+i-� �`�'"'�'y:;,�^'a.l.• ';t���-:1�•- '�`t '� _ � _, -. ,;1.....� �'"�'' „'�en�,k'.-s� �,
�"^l,���ei'{' '%�,�? �y'i.F3.:'.�'ii'�:.�:H;���:�:,- :w� �b� �.` ��2_i, _ w.Yih'3F;i,•' '*�F��j .:.�..., t E�4�
e.�.,�sy..,i,Sly *.z;�.�,,. ,.vR. '7>,�;zz.�,.�'�f��::. p _.y �;;' l `J<:�'`- ::��='"�_=3 i��2;u< �ti'�j'���,
.�. "�;� �-.nt:.:;. ' ' ��._.� .�......y-->: � t'.: ^�-
' r -:-
t. .k�4 F v
��+�7L .��z`�j.,..� �-. . _ . >,.. - ' ' _
,y iy .",t+: '•LA�Y�'= c�..,.:..._., :ca�r.a: �t
.
`,�,.pe. .uy jlf.;�+' siif' v�'z c+Y'c+i�i.���`i:ir:� _ '»� .zs-^};_ s'.S."sx.�'
y;� .o.. ;r,`�N.-'�"' N&s,`v�;y.6.:.Rs�:. �r. i!it Ei a> b�' :S,r:�,�;.:�s^'a-+i� as-��.'1.T?. :��:;L. (,@'�-,;�r,"
. .,.^.;�"��t+.`,`--.z�''�„�� :nx�=:q'�`S,.�a�l'a"�`� ..!aev .?iFa. �id.C�'�G�n'.:r.��-..�i'�,a.-r'���'�'+u• '"�; y... 'ih,R'�:L }5:.?�''`�"".�g�a�{� •._'_'"
fy:.{ �� `� =c.'`'ti.:�s,��" ,,"r`� �x,�?:,���'!f°� .w�. y.���,s;>ai�ss��,.�:�r,�-�$'.,:;;e`'�'�r���,L�. �r,:�� t,a..;;..e�;'�;;�;'7';"
t�a .�i'%s :i. ,k:it;,A',G�-t•� -.�ti,L`i;c. �•- �t.t;?`f-�4. �= ..:rw�wi'�:i;,�..�,�,n.�,y.J���.r�. �i.i::a:':'�..�e��SY'.`^'4.��:` �<rn.?:
�-�t�.�':M .�1. 4Y,?J1„"z, ;�'s ';Y�.k.r°: 73';[',,i.�5n:-.i.:� - - '�:y...�. -.ticy.cf+=�r:§i-;_"�_ .�':i :�s-..,=y,r!`:'""1.l:
.�:..t� ".ir��:ti .�,,� .5 .yi�,`.<., _ - _ ,.W'3 TA. S'rs�".-`,- 'a�' :e:ri^nr
-����'�E ,� +Ya�uA,�'n„ ¢�4u .�, i+y.;:�' :ryX.t� �x..n.. �; e�X.�n:r.
+1,' �:krv :'�''�jK`•'� - - �`�"'�' - 5- � '�'�;
.t�$*g; }��;,.;a .?u��y - �:�'"r' .'�'.S•
x. �ia'-. ' � _ ' - r;y-. cK�t'ia.�'
[ ��•'^ u.r:a; `.h;i �{
`r�i..w - .z "krt .S� '�t'�,;:'�".t�� �� s�
�y�`I'1' �._.�` '�.£�.. _:J„."i:v"f-'DY '4)t:�i. - ' .:•bv° .1 .S .t -Y•
'.1.. {� %•;+ ��'' .t�w ^x� �.�c',z<:'4:�:. ;r �a }.
�"'�l t:.� �t. ..�:_s...�. `.:. - 1:`,'f47.�:5:+.e... �.,.
r��.�iyt S3i'Yr °�" -t xt•�5�, �'t� -:t. �,�:.'..,5:''ro�'�:` �a [ '`�
..�' s_f,�S'."'�Liid�?irA �Kr.� - =TL.s. .�, rrK 7f
.w�,�.di. .'�a� - a .x; r•' +%h.A�.,1:��lf:; - .-�i _.�
.� .��. .-n�# .Yrc:. a .+,�
a�. m �2.. :-�b
1r e..�
.t�'� 'x. ,3c �.t�
:•C4� �F #.s� -�: .t-
�: c
'��`=r -
.:s.
.z ��n,. -y, c�
.•-nr,i ..n�
,z :�.
�7�.... ..� :P+' S.. ..'F:�� �1
x U .$ '6{,•.s �d �r
„;. 'yt i:nn� �y
e:J .� .A' �Ya� o�--
,at vr R R��±�' - ^4" C.�^``: :'nf -
�x.x.�-f�'�, d2•r _��:�," ..'�;'i ;t:'.. 'C. rr. �y..
6+-�'..,.��' ' .�a`..33n..';`X,.,,., ..rto,t'i•.'-:'Ts.,'.�,' +.'r�.,;,� .� a t i�
�v•r?�x�' t,� r;.t�;.��t}; :�r... .+��..`�r...�.a'`' '.S$fi�:=` 4�`= - �"'ti:.., "i :'+��'i=;y",..
.J:�� �F- .;:�:3 .•er•r', ;��rt s; � �i,:,.'���: ^';X�' - _ F,�- ����,.r %��.m, +r,,}/
i:L4�.z. �j ,( �'^���ti�� ,.kr:-,<..-'.a�,,,.ti .�s„_ - ;�v� �"'^� ' �..sy� ,-� .oa}<
�:i •'i'�`j �i',,•.y, . i,.1� ..E'R�i:.'.yt..' ,i�.Jj,9aa 1�3�i:j�� :.4�`;��il.{�",3V�' r�'� 5 V
S•t�_,'�,.i����x,�r2 .4+t5;�,',: ,� +.�;;{':n�- +.�;..�._;b':S ^�'�"'•' T .r'. "'' 'c." s�E.�,'. ;w�:
'�L'.:' w'_ti'�S _;.6����4'.-hF: ,*.C;;3�v�i;;� .':'CYa'S:�+.. - zr;.,�:z�i!.%i r.. tn.��y.6�t� 'i:
t' ,i�-; �^.._.
_'q`?.s.. �"4�"l:'a�,l F.a'r 4 �..n <i, a.i,=,'� e r;r.'.e9�• ;23r::- 2i:rin;,�i� _ :��t�x'� ... .2�; r•� �'�'.} -
� ,,,�� � �:> f.f� ..':;.ti5�"%�z_ .��x .�=�`1.* �C;:. " �. , �F'c<<e.;Fi�;t,wz..�e%!-?_ �,c,�yw+.
Y�P.x..�.�,,,� �-f ,},;-k.'k� :;n,, �r fr .i .�, _ :'� i.a::., s`; :,��; .... a�:���s�, .�'tG�. ��'r r�.�., �...�.;'=
'n � J`.r_ �b. �: ,�,!�,�4` ..i». � 'fir�'-. - i'2.`-`_;%''.-'a. r's'�r"'-' �'" 4�1 .,> �.?5•�e-�s.f. -
�i�_ F_'i " ';� _.'3 :Y:�. :�{ _a, v- . .,�:T.. ;ii,".„<._��,..l:�s:i i-i t'.s .�iij�.���:r3E;.^�� Y=��.�, '���'
US �.v;! �:i�.. �$" �?�t� u.f`..r,"'.sE.:=::i:.e "!::^'�';:ti:;.
r-� p,>,"s,, .�� �a� fr ri.�.y�;.a!2'..,. rl,.,..,:,...'.� �+"�1
� o r � ��e s ,.., �;x �::�`'�`;;. :,�'_ �' �
.a� �.�f"' '� .�'%�_f..i..�ti.rt� � �"iw
��'.'�„��x�,� }.�� "''a:.:,,,,,;. ',,�24,f�, ��, .a. i,r' `'rY"'". v'' ' ,F:.,:-'� ';';t'`;; .cx�.`�1.�', i
'� :.�.. ��h'?;`� ."y.L S,.,t,a�.�iry.-s.,t.- `:�.s ia a�_.F;ti. :d:it .�,-�^��..,,-�;;,;e�:i,,�:;.?T,-,���y;�.F:•'- 1'::.,a;:::,�':;<:_r, t .��.:F�r '�'.�lk-.��=€'{.`�:,�}'t..;
�1'i;tY.' J��:iag(:i:3:� � 'ti':;'.-z':I�::7',,>��4�i 4'��' �e.t, �r '�`t' =�,5` 'r�'i5,a;:,.:r ,;7:=.:'r?;>._.�'�-�� - "_
µ_�.... ,W. ..�, S �;^ .x�= ' K., ca.��j`;;.}. :f }�y ::,c.- is� ::b_� - L°:",r,�'4.n�h' t��. �3:.r�;; -
. .. _(! �� a� � �";.�z.�° (
'�:u-�'-�-,•.r.�rc;:,:r•;i�'� �.f±q:�:.r., � ;> .�,,, :s:_•;.. �t� - - .-� �,r:.. ti3�.,'S-
.-��+��r��b�t s •�. .0 't� ii;'.1� - - if�,- z^,s :ii10,.` - Y��,;;5�i;a,,'(•.a:zr:^''.�:-f'- ���:-.:-s�y' ^;1: �..
�l.' '���:f.. Wx"d3i- }va'.'`,`�4. ..� �i�; ' ' r.� �+i .}y�'i.i'�,vr.. �n^,Y��f'��''"s�'"'."..N"
�! } y�"
.+ :f V? o���nr..� '�"y .... _2..y���.� �}
" �Y ,y��'y�,� f1�H'.FF.;` {Nj {.t: � y�� iK,� � ' � f';Y: �{l�
^'�},e',i;. 'l.sa.._ F�'. P. .3�,":"'n`�:ralSK��:wi'..c �f,� �"i�r::1,, ":=^a*i�`'g:��.��i,.{��,+�vp. T,.wS>si��:,?fi`' ";'S,' ��^ :��
- Z�-2.��-{��� {� i�?''����[.�dY•ti�i�p..'.:e.. .��'ir�`.:.k:.: •,� .15.,f �"f.�'."',"i,hC.M._ _:x4�'.�°' y c., a}..) [�fi•�.,�c:�.��i� t...�''�`.'f � $�j.
'_" " � ��1-ye=u`�:v::�':r•. >.i�" � .:5.t����:�" ih� R .P�-�`.9iw ::Yi=. y�:..wfi�5 '1`..'..i::.�,i4�:r7�,,yf 9(y4:�...:4 .y,"sr��^lI iC"ti�����a'_-��.5„�
_ r � ;:�':= ��>'"+;'..":L':- 'it,;; 4. .•�t.. - .;+:,[�;���;��.;R�._.7,(,y: "�4's-:nSF, s:.:At.�..l;,��,' _ K1�r W.R. .�-�+��,� -
. '�y�1'. .:.�{\• y ii�:{�f�y�\:�: �� Y 1��. :fr.�g'�y�ti�+�: ;-�1'•aM" .�(�. i�`4.�.�- ;.��`{ /"'{!1?}7� �i��u'1
.r �'CULpN�f�Q�Y�P.b.�(+,r,.!"��•.- �.�,y-7C�"�"y �:�, �c��,_�.:>`•.1 ri�'.4��._`.'.,.:F�:,4^=i.r`u:'=.�:.:rc ��.y �i
4 '.;W.":7:; ���`Su7'w,+�'�� -;):� ,��,::��:",:i _ �.,\�:jsa• ;.-�.� h'e'i���`±t.zY�.��..��: Yi_ �y�E �;��� .
• .!�' c:d.. (�M1'�- 3}'yZ•r •�` � "` ��'�=i._�.''� 'i.:,�la1'�'4if; '1�' {�
�Y. ..;C:."?.Tf - i17�1'�;,"�.fi:�Yiw�l�.lyyzi4..
7 �,�Ci , '�c.�:_c�:� :;.-� �.�i:l,li.r.: _�s'� :e. -:i;�fr,';<'?�.�,: C�::r,x
5 � .t"Tr:_�.j ��,r; _ :;;� '��.c.,.,��:,;�,.�. _ <t,��-. �g. U,��.:-;��::..�;,}.,:.(a �c
5�,�,y �:.. y. .,A ::a,�FS.;i,':E�•rir'e;..'.�:�;:•.,,.t.,�.4;.-`..}i,' .,i�l.e.n r. :�+r: -_
� �. ,r. _ 'y`�` a•-- -4,.�.;..,_.-��:�.�.;; �'-';:F..-e� .t, �m�.?"i.
3i; __ _ ' ii`::'::�.,,. _ ^x. t'!
�:�:t - '=r-* _ . �.r� - ":er`�:::.';:.. -_�s" ..h:'.. ,t
hi�l�, r9'i.�i;% _ �}� _,.Y')"7S�G::>�,.U:,x.y;%`_- .r.;� .l£.
^Y, f - sr.n �'`��� �
,i. '�
^.+�:�;: :}: - �-tii�.'�=...
i. . '-t - y:.'�:::�'..�:.:c::-;`.-ti':':�-<4.�-. i:7! d:�;�'
- - •.� ��,:. - __ :�c'` ' _ �-: �C� -:r..,:.I.d �+�.2
� ' S:::YY�' -^t�l. •�hc IN�. s•v).;' '�,Lr� _ y,�.�' .�4" :2�.::`'+a
't �.�, .I".".�r� �:i..T�.wP:'i.�- � .��f� 4A'�;-� }. •15 _ '�Ll]�), _
k 'c�c� �.�,�w.�'." - , - ���� Nr7�ri1�. �^`�1����0� ;�`.a"� 4, �E�;a.';v�c„fis.,
'� .r_ �r�.,��e r, r. .�.d,,,�'{„_,�r'r3?;5 fa:s'`.�;.�r:;:�';.., _�y�
:t :.'3.Y'� :f,:� - •��.. �:Y:}'� p �!•. :9� '� - r"..i'�i �'�
�M 'ie�J_ N'%� ;. .;., �:2.. �;Ls.- a�i.' "
2 �:kJ> .�� a;7'S •.a�,�^ - -rT',=' +`';i�,..�:.*2�F.. �.i"� 3f�K.`.F: �;w;j+'; .-3:��:{
A �, _ ' - {':J::.:".�. _ ...Lv ..rJ•. `L^�X rli�-:-'.�-,-. .�C..Li:..
..Y i=i�i��:�;',.n,'�{ - ' " " ' r(t.':i.i'. ..�1+.�. 'r.�_+ r.7 ���
;�;'�.W"�i�'?�'� :i^:: ;L};'.t: � ;i3,`>Z-:tr•'.c;!�� �1�: -ii.`::;�;'�.�.c.�a..£•t�.e::o '"t
f�V _ ,�, .. ,!w ._,i Y,�:;U.��,...�`;..a.,+,•. fef,�:+,.,i.f
6 Y.,; r�S'' Kd;s'��. .�� .i.'vOJ '14 .rl%- N:.t
l� ��'` - ti'��-:"�
l ".t.... `,`�_ ^` .�' _ ', it�.';' �.f��' ,t;� �-
(� <j,Y.:...5' �m�R: v' +�7:: _ ��� nix y.Rs'"a"c1;,yt:j:X:`>::i.���:T' �t�t.a
'�i�4' t:f?�'_i;�� 2':r;i:;$;i:+�'°`' i`�r.;��:,,,rl;�:e�r':-.}�: ;,fti-:;�`'x.:$.h�
�5. :�..:�'k:; ;,a., :;,�,-�;a = .e� .�:�i R:'::'r".... ��_
,�� ,.i,s.?ai FtS. :��;it;�:,r�;.�:. � i. l:} 't'�'.;i�.n.= f"5:.',.';;=..t�. _ ��
��, y� ;�,z. _ _ �<'��.:.,y._;�ts!;��a;}4;•;;:i`,.='r. ��g
- :.0•- - _ - r,. �ti�, : _ ''+ �.. i;.t . _ ti�v��.�� :�!]I ,J5
�:�` _.±,,;:1;; `�'t: �.'.�✓.:' ';r'. :'`,�� - .a.�:i:�=i£�;<:�rs"' �r!:.'3. „Y
,<;�e�:.�i.,;ie.?�i;' - 1:(,i 4.,,;", !;�•-t:i4::.': - `a:�s�:;.. :.�r�c' a
�3;�.�ri t';.:1 ~,�`I�. r�.�,��.i?;:c� t�:.,-ti,(:.�,_:'c'`;n'.Z�.�?:<2'z�=£,''r':':S- ::"tr-.,
;:5,,1• .y�. _ ,r,n�,,'t ��fi'` � s. ,..t��s:;.�.- �,,�,� .�� ��L,,.r,::?„ j,� �,�;'
-�::` :t t,��.{�f7 ..i:. �.ts::.::. - ' _ ' :��-.�., +y.i.. '�`:x. .$7..i." y,
- e7.�;` `-:i�t_-:•}t2 _ _ .,`;!f` .--.rL.�_„r...::.:�✓;:,r.,-�..:='"..-::-..:�'=.�...� ^a.rs,;. .�.1:^w!.h'si �.
��i: �.=3�����si".... - ?:� -�: . - - [.r.r,Y�:���.� =f;}it... ��:\':�l.a:a:. �k'..," �s
d.r:= ��; af., ���'s„i'`- -,.A - „i�::..�:��"� 5:•,.c;,� t.
" :`;5.. '_ ( _ "_ �.C.-�..il+.G�. .�Mi
'��•s:; - - -s�
,,5. .'t•r - +x?
=;;%i;.,::,-;.,-
�� �
:�i=Y �t :
�%� �..��` - Y:i 4 ,.r`' 7,. ;�d
._ '+"r`a`�5.<.a=' r::;�;,�
=���'�a f r'f^. .��A�r.,4-r . N. +�'�t'. �'F�
�.♦ 4
+x�r �eS.': - _ ' .�'f,'- :h!u.%w�i '��
�ti:.
>.tii y�'�'!;�� -
'�:y. s{,i� .'S;a" ')�c;'�-
"�> x�,,. t�' i
i.
`:C_;.:'-k v1:
p
,rf. ?-,`�,.`'
��.._' -
.;;�`� '=`-�;:�..,
;�:;M�,.
"i:.. - .�;..,.E t
.�r=' ' -
4+
=•47'i .46.�+L
.�+'•
' ' �^tti �_
_ �.r,•
`f4
'.6: b. ' �:�- _3{+
-"r'p<- _ `�i,:� �.e ,..,rr'�, ub
' e=^f _ ' .l,:�
' .�' '
`YF:�:. ^�-�' `'I .�
tf.-,a - f,- ' _ �-'t:-:�a..=�ir',.;,z.=-`.."-`.�-re�:•�. .��e7S� �a�.�a`-`'�
- :'•�et='t"�^ `::''��. '!"%'� "Y'�'�'''N'N'�" '`__. �'4�A?aT,'!��:q-�:.-�-': - " -- ls•r. _ .n
' "Y.� _ - �'S:. �t~�':��-' - - .�d. .;Z'�` ;r:::'sa%f, ...n
::57:�>'':::;-,"„i� ,?�+,�a�„,.�,1�. :;7.r-. .r
- u;a.t<.�y! ' _ ./,� •o'„2�U%:��..ns. � {� a���
5�.,:� ..�'" :'I,�::-;��� -' - f, t�.. ..:`Y
�` `i:Y;�;p 3".;', �Io'ri• .s;=„� '
.,7��� ��«� ..l•� '!�n.+x�:�y::..�%r::xr::�> -x- ' (R:,..;,�.:�.�n�c�;s ..s..sr.. ":�'.t
- ,ti' �ta4?,;-,:`.. •.Yr:r1-:-:' -,rc�'t-c;,r a r-.±b�e
, rca` ;ft. T .�j�'` ..ro. <...�.., tt..,.. ,-�e�1�x..'i�e, d7�i,�� �,,:'
. ;c.�1"��.:.ck>: 3s.v a:k. "'..,�?;r.�: ^,�,,.� �e{��:.:: -:.r�.r�.a .t .�',��,.
.rl:rr �#.,.. ��"' 5.�... .,5�.�� - _ 'S.!�..::... ";'1��. ��� +�i r�.
a. p�r�:; i.%"' - .�.�..;I�'�"i;;':,:-;.` .:_ =°i-` f
��$'}^w•:.':.L�.`x v;}`��« �S- '�"t..�..'%,F��'�:'i-....' ''�.�,...�l-..�K�j4'.b\'.'...,.;r., :.��'14 J i u .
v,.�r �.V.m. t� '.,J�, :_�.�{:: � _' ,`.',':f`�:.�z.'1........<..a..ein..-?^7.S�=.i.x.....1 " _
:3 is�'r�y �a....�'fe_ '" � `:s-ir��',::t:: - - ' - '.-r_sa„Ftr'Y�.i-' _7`*.'.:.^''h4:��-.•
_'*, t '�a�-.t:z:: ' - ,�.`,lP, ' _
. .-.r r }s.� �y, ...t- - "`�'..,:«. -
�y.�' ��.:" ^'Y z -
_ ':d. 1./�� -
?i .i� ♦1
.i� �.+fi. -
.(b. %4
�
•it. .H'::. _ (`_?�..
:S``h
[` ' >.�h'`'�`
'.�,r
�z1 t�i
:5..F
�:�:e +....'��'." ,.4 �Yc•.•i,
;t7y,.r. w..1. �`;{�` 'r,=.0 Y -.j,'
���' •t^' �L� t =Y�r +3:w �.l..r". ��r'
a � - `:�
. :�,. .s:' _rs, :�,;t�,,.
';i�i�. .41:.,.,,,;�;� - _;r:.
'� t `at,.; .1}:.'-.'� ' .:i' r.
3.�� -7:1.•:':�. s:�7'
�_: :t� � �,s� �� _ �
�x.: z- lrs'-_�-yt� - ��,.�
�;wj a. /} ='n,; '�.x�:..:t��., r.�,..�_.
' E. -�r: 'ae.�t,c :r;?': � �,�n<✓d'w F� .:��a.t U��"��
M1�.x, ..-5� ''t+."y• x.4,`.$`r.'�'.'!t;� ��:�°�. ^s j'
' r"�`.i �[, i`.�'". .Vi<-.•�. .4��. > p.h. - fe
n:! � '�t•:�� �.i�'} f,�y�•)"w t yS.{;
.<:�£x(� yiS'h��t�. �� '`:1 . v�e` t��:'�i%-: �'."u'y"�
-a��'. �.s'b, .i.. '•A ��Xw�S:.hts�a�t:�:..Y.� s•... ?'`�. a �:,v�ti y�r�,{jN .�;..
.r�a .1, ( (r'-�a'„4 ,ay�, �i-, _ �..��: �L4.�r�,.���lv'�4 ,-,r v'l�j',}"3 �
.-�'z9s �„a=1�3.^- ~-�-d*' �SL. .;Y:°:Z;.�.".�t ./;.a.�j a{ ;:LS"''��,�T.s.�A� � ^4..
�s i3.y��.� (� ':�. •t�w :r�h,._.. �,^�"• s':f4:�-.e�..ii� 1,p`u•. ^l."�'
��: "s`:.. '�F` '�.,P-�`- ,,,�t �,''ry; s... - . �:��t`'.�rr• r '�j��.s._ .�
�;py.�y -�.�nhi ^.�� "`3i.-':- mk.`._ ..ti,:y�4:i,: , - ,�,4-�bC`u..y,�(.�.y :r.�•y.- `:�•-�
���h, •-:;r 4'�;r��e�vi;.;^• �it.4�•:/T.. _v'w�..'.. rt., ... %�� .�'r� A'�*�
- ��.�.:t-'Y��;,,t.� -f.. «.3%.',c TE .�. ���h�r's �1'f� Y'ckr.,j�'�,�'d��'1 u�� .:i;�ti "v�j.t�'2/`�.
>r'; �,t,-� .�,��;� '�a�;%° •-:�.. .x.��sr���:�;_ ^s�.U,�..•'rt`:;t. , `'��:;���t Y��z�r x� �.��� �_. 7,f:;.
- ;�-S7k.,s4s'$k�a:t .r. ,h ,r,r� `t%��Cs�,.t.� _ z z „1. :riw��, �;§�;'t.u'�V% +,S!?�,�'
`��'r' w 3.?rr. 3•::r^,r."'Y.:, ..a:�r__: ',�<t21;`: , _ . . `.;z„ �.
.}'^,tc{zzd ^�.. ::�4�.i`j ;�a w�5;;• , . �.r,+t .ks .+.��`-±ykr,,�,t::g{S>'.•;����:Wl;�.49�y, vr .»Y,
�r�. J�. -t; - .5��=�r. .'.,.�Y:.,n,..,� _ ��' �ff. `+^af' �.r�.
- .,i'�cr*�3-�;F.� r<i ;'r,` .'t���`�;i='.�F�,:::C�:�wi§^!'":•: . - - .,�'!^�' ,3F,�;,.'�°,ry. J',�Yt��{�,� �.
�t ^.Y- ::i�a�i".'�3,;, �:}�i i^�l.� r_tA,�v.. _ _ _ .n,.,,,�,'tt�.^_Y.(ke+:��.. �r��'�' '7.� ..tr.rr��
- sl'/."�. 4�n... ..,K�_ - .�'.- �r.a:tri3:,l':` - - .a't..Y'
�-l'r ;i' T_��'^ - - ,.�'�. �i -,.
.�a.� 'i�t�`:. ..;.�,;{; :�a� _L..-ws",�'"a�.. ...�:- - - �^�� - n'k�«a,ce..=.:
�t.�a' - :';���� 'c�.. �- '%t, - .r ��
.Ae� -w,�it. �.a�.� -
r:s �.. � .�.; - ' _
4� ��1ei;•Gi i 5-• ' _
tT � _ _
t.. �}. s.�'Y,: -
�'i.. j .,.{,i,
���i �M :+R*Iv'
�M��rl�::..%-��+�+ _ "
�'�+� v1~
£.1 fr,.,� �j
�. '.{'.'-«'i e l.
`L.S":�, ^.�;�,,,,'��.
r r'� -
'�,
�,a y,`* .t.��'.' '
`u`� "!
`3 }:: .� - - -
..¢`.' ..r, S.j: ..�4.:i'
:.F ;:^li' .�c' 'h•.,�'._
Y'.,. - ^=2Y.'...J.'''��
:t n.. F :�'..
`�.�,j '
�' -s:�"^�. a ..it=:^�,
�`'• _ '
� '�"i t ,:::�;~..J�-��
$. ,_,
,� .S^' .�-�
1,,+,�
�.
�,- <:"
.� .�• ,:
��,y � �';�,,' ,{
"���> ��� r.
�"�=
•.ic� �.-
..g'x.''' .: .t-.W t,rt+�. - - •.<'�i>�.
�
'"'r{wL -
� ���.
- �7' s.';::k_
' `.,,,,' ."� ' _ '
.R..-1 DJ'!
:�a�s. ��...,�.. ;a�t-:.�_"�.
- i .s-
f'�- :T����,v- > _ -d_.'.�r:.'.'.:6'�`-::
- - •.c. .-.+1L.. �e.i2,i - SF: -�x:.;-r.- '
- ' ' :i-.,%,.,s - "
e�-N�i �}��
..J. .ac��- '
r.W.ivi -
'.Hib �ns+r�Gc^
..y'J'eSr�� �t�.�,�1^ �
,:�"' �^'ti ').�.'Iti t`� 'r&3 ':f^e'..-..7 _
�.G:]`..:i�_a3"z:.u..,,:Z113::,�cc,F.�.�.�.4'u�..f'�y.. v:d^2L.�.:.��L�'%'r_v�� ��-�� .+..tv..+.!+.�iL:�-� •'.^ctt^',-lta.Wh"C.�
`.�. '� � _ . "U.'v-`�it,e+''-,�'.t::S�JS.a�:� ,..;i„�
�,�c;=,��°�'7e'r�'_��(,,"'��'., t�'��k?i=...�''.-.��.,5'G?:z.;: 'i;"�.'���..;�'ir�._ _.��'!(� >rJ;,. --- �..,, .rr� ':as<�irz.g��"�"<,-
n�a.`�C,�',;.r��; ?�#'._1�S'r:.. :�.��'�+tv�`.r :,zjw�;5„��.:�,h�.{u�'�y'„'fYl.`*,;..,, � ;;^:£aB�;T�t��l:��::m• ,i�..s}'';�?^�;'Zz..;�t� ��,� :i:1: /-5 rA..
yt'�,n .�:_rt:�:t f::i�'-�5�� <�',�,3 t..s ,'h'.�5'sL�`� ,c 1_ -_ -�:.z�,,t -�»-ti..��i�� _:;_s. �r+..�,�`�y�M�.v�.�r�:,:;,y k�.. � _;,,::�;°.'�f�,-�c;Y;t������
�-:."i�'',,,.a .�,: :..;�>:. �SN, •�„5,..�d,;{:,:�:,y.�i� - """" �r. __-.:k. .4..4,�.�, _ �t.�,i..s:' �M�'�'C.,.'.�_..n:. -v�.,..,-':_�
�,x �4,'L Yy,,,,� �., �::C�.r3.v-5�..� _ �z�'.'-'ke".'r= -- su. �.:t2.:t-." .�..:'J
l.,��._''st... :y, ,=..j;,l...... ,ui-c:» ".' �:,�f+k;; _ '-.'�',-`ia�.:....�._ :.r:���t, i';r:-�jv:-.,,.�:.:':'>....:ic; 1:..•ei't�..:i�;��
+�a�:..-";j.�..=({.t�. _A`:" .."'�'.:.:�� ..�;,t�. !s�'.'T�iY:•7�.iY.rI�FJ' ` ���iS�"`i='7. �.�^.s�t;'��. `.3.`.�'7
�>t �i*`;;�a" d2-2 ��-G�GQ1:;c: ,:�:.-'�,- ��... �, r�COUNTYRO�D54 �n"i.;;�'�".c;F;�:=t,.<�%:e=v';�i:.Ky�,,<;;•'r+}•:�;.`
�<�~%' -�;_ �;r .�.. T;� , _
_i�Y«'s.•;;.a::.y , 7�,vki 1.-,-Z'��.'-��,` -{,;.,.�._._'� ...'�.s-ti:-tt l 'x,7;. „z::�.::.�::j:� � =• .:;3:;t
-s:f,�*.� .i� r.:��.`".�- �i,.x."f- -ter- >;1.;:^.7.:a=��'��..�a�.',N'��,:ii^N!'s:'lx�_:,.�:n.,�:H,.. ,A4,•.r�;;�.....,,-r.-g.y +'._.,e;,?;::;�.,:o=�:,�.,,. - �-.r;_=i':�;'::j;3.: ":�a•
��?:; �xjiS-�:i �_�„wr � '.;a'y ' _ �s,.4.:�r_;�-a..�Zau-_ .:,f.� l.F=;-.r• ;'�
�
.,1:�:
. .
'+"1 t:
C ,t;..r;,;,,.:":� ,.� ,.��...�ZEP R PARK-',s;'i j;°,�., r�;:: ""�: - - �•,*s,, ==r�, ���.
E•iS'e -,±45 �e- .,s'h:, r..{ - :�'>` � '�'S`�.�-; an:;,:y`";,. .�ti��,�',.. 4Y' ..�x?:.:s.. Y�;.
- 3h.w ;�.• �+'N ^-r''.'� J,->ii4..^ �a�y� ,�,W{Sr:.�%ts-.ir:,_:t i'"L;`i�' :�� �rS�f.v2Si1 •�`7�
�;t r',.� v � ��i.�.-j,1> �� "'�h n4.`�"-fa�,... 3•"n"'�ra ,Y{,�:�::-a, r '3�^ t. 1_w>.- .�
�« �t ki`, rf{�;:.ri �2� a.t^.e,�rz„_, ` ��
r,. _��s: ,,:� i�f': s.�'�i�rs � � -a �'=t5.rq��f,c2�-
t� 5 c-C.-Y'»'�.�^-�`. y.,:, �}_P. {;F�
����- �-:i>;,i`� P 3 FC.arf 4�•,'.,. ,n:3��:�:���.,�'�:.'_�.:Tu�"'r��>.��• .k�4-,��.�-��:''��...� .x..�:..n�w�:-���.,•��.,�-_�>�-.Mc%1�f
C jyA � _ _ �.a9€'�. .,.�3�:.,.:t.�- c' '�;,z �..,'_,�+-�R'•
�.s ✓i�a�'„+;�::a:d :'+.�s,z..: ';`ri::��^ y�h,M,!°,,,.:,� ,.:^...v'i:. R<:1:1�::+aa _ _ .�.c.r'�.a... .-axr•
y 1+.: y;r.'v _ ;.'2i - _ .�;;�i yua.:...:'i,k.,tis-'�,ti.`;z.:�
� .,..�, w ��!'�-�� ;I� •.4K �.h.�v ' �>'t..
..>''.�i-.,.,='-•.��5 2"�Y� �} �� v'.'+.'S' - !:4�.3:i�'-:w'"-'.%/'.�'�'.'i'-�
.:X+: �L ;,`3� fi< fq, ' y't.:"-;i'^`fA•s'.'.i t.�n*, i''d.'.`^:.,�,
v-=m _l _i`J�n ..I,: ��`
?:�z-^ - �1.�'i T'" 'J.' }3 �.t
�,r .:i..:::_..,.y'
�u� �+-
�:�)'%� .'S . zl•
� ��:+„'=+ .Si" ,�.>.�
t rf� -
' ••0�J` �`' 1.. _
- �:i':=
�i. r: r• ' '`:i,:''<." '�:�r<'.
=:,1,''n1= �Fii�.7:.
i�i.G'.' ,'s�<r� � ��� ::74�"4 �'�a'.:. - ¢`h� 3
.`C'a`a _ ti_ .�h ?.-r�'•.'- -
,{, :Y�� p2..:. -.:r:c,t.�,
- ��r�n-� +z,� .�� - - - '�'F•-:_'
..�, .�- - ' - _
ET=._.
�y` -,F.x _�. - ,,.5.
d
`�.<<'_ -'.�;:�
;�r°- '�:"_ :lS.: i>':•', -r, �.t`^. ,�...�� ;:`i-',�?` ' - , d�;
_�.;i'�'t�.s<.. ,,.:t�' fq�%' - - -
.�+' �:�:_ �:z;- "
f+'-.se.. �fkT�
'ti.'.�..¢. '��
hl' ' '
�
r' ^:���' .xi�y
':kt�. i'7:: _ .:.i'�r,� "
�.. �.. t.; 4:�:.:_.
n� � .c.
�.
t �7�� - �}�, k.�'"
"'. _
�:rzri :�r, -
,'�°�i-.-
�::
:?i� a ad :G„
.i- ,�
r��
ue. -
.,}.
�� �xa
'fi;
s�F i
3, 3"
�'
`'�i JYR
_;r: :e3�.
.7:
y; -
�:,��,�. -'�_• _,�x:.� _�
- �t,',.�.'•�`�
,��:LL .,_ .ti;�.��r�;4.�r: Blnck C '�I :~�-'�__..= =:��iey�:�`�i::,�°�?.,," '3i�:y*1
'�•x'",:..�'t¢,'G"`'`"f';ir;l'"t.•;,,P.'"'N s;,�,�.`#;�.,-�t. ,.�.,,rJNrd,-�i•' 'rtl,'r� _ �;.i- � ji0::;�
,y..?;S.,fo_i^..`,��� .:;{.};•'��in(St;a'�!`;1:�'fc'2:t'.. -�?' s5.:"�''t �"'J':.i:t�'+� ,�'.ry__�.� 1�:"i-.+=�:�.r_ i -
�'"ns .}�:' �s, �:7�.�:� b��+.,. �:. .�,-� sr, i.. �!"`f' �,";,..r;.':;':���;
�v+�.Y".+"'u11.:3r.�1'�S!�='_":�«^L�.{]5"i'.W�:tiWdn..,� . ��:�:..�:jri'-;.+'��`.�,�•.ti..�'�. rr..S.4..` �.��;SD�'L"�%„` ''.y;<;:�:.;4:'���
_..Aa�G*ul_ .:F"7.;"si.=.w Y�� R�.hz�:<.-,s..� . _ '�
Le43��a�t� �.��v-o v�n�'.
: .
Exhibit "B" II
�uCf Coast Ice, ��C �
�� � �
Jarrod M. Scharber
13257 Rinaldi Rd. `�. � � ��
San Antonio, FL 33576 �
x.
(352) 588-2839 _� ��
jarrod@wallerandscharber,com
www.icehouseamerica.com
�� ,
' . �� �//��, - � �
`Pyf^4'�c`Y�:�'^y+� _ li
.i�3�°�'=' � -- � .' ,
- - (i.:��"�^
'^4. . �h,;= �- ..p t.•-I�•' : , ,' �
.. � , -, i M ~'��' '• ,
5.:'' +�`�F'qF�"=�'.:<r�t}�,,,,,,_"
__ , .{�`n�,t ����d�i � �..�i>�.'._ .,te.-:�-..:>r-.>�.� - _ .��,�
'� -�3 ;.���.�=='w• -a,,Y;} .
' ,�> � ;.wu�r ;;;,...>. _>s,.. ` � ��;���='..�:.iy;,,,.:<e.,. - YF' �• �'1�?'�a Y
�,,.x gs�":.� '{e:„:.:;..:y Yj,?,:�` =,tF.. � i +..�,.
� x.:.- j .5�:��:��'�:���•�?.f:.' -y;k`��;;:,;:�:�� ,���: �K
_ �.,,,..i�: ,r,*:t::�?�t7%:s:.'�s.."• '`r �` .,t,Y'�..cv.2C�.;. � +..
Gv'x'y'i�::s",`'�r���...,y:�•a.r ��;r
r;i;'.l;��.?yx�;fr, ��:'�:�iu. i L.<'ivpa.�>}.L 6' s..gy
'J t� t.•'S:a�`.,�;�:? - t �,t:;'""'t`;.r}=:�e`;' A.
�L x,Y`t5;�=�`(°'i'.�kC'�521^i,:_rP'�'S'���4s�i���,�.�}:f.•`.i���,`�����.a},i:r.�� ���I"F�, ^ �
- ^°v�}Y't ��n�ti�'J'.�!"�t;�L YS.�Z'A�..' °., L ..uA . L''5 :.3.����i
. . �.,t�F Ji f V;;l� s_>`..; 7`,�.,:_1r'1,LT�i;�?�?.�:�..,i;Tr.:-:' .���;.��'��. k�i},F`�`�`.�'�.`r.�--
4r'�ts,N: �.se�`�":�=kC.�`'..�,-.1?...r:�r',j' y>;�v,4, r,..�:=;;:s ��d E rs" -.r
.4.��.-'r�tek.>� �`,��; v 5-".:'t,.....:M1.4=�«;s��r``''���;�G•F;" � . �.41Ysh.ai✓'�"-�E,�.���r��jt�:�'���:
.�•. � 4 zr;Ti,: .,.�
':4�;i�:�sW!{�t`+-=.�'sk$ '�/(; i.�e:r1;�•"•�z;'.��•x;c... f.t : '«�`. `�b' flt.'� +s',.
S�k`'";l;T?c �4t''}'+Y � 11t1a`:�;': _ �oy.z;',.;��t....� ' '..x �,"��'..,a' ��` ,tt � ,�x
fr;.�'.,�;:.y ^-`at'Z�
L�,7'.'3n {�'Ni•�� �7.'� S/i.' }��K�Y`C:•e 2 '��[ �' S •�� Vy�� �i��
.�:i a�-'"yt'• 7(� r ,.�„ E't"-'�;;,y��� .rr,�:``�'.'�4':4a'i:''.`Kl Ej',_•{ _^��.,p _"i2 j�.L ��`� ,
.,,^'..'^( y,'��''��i��N��=i Y ti �t}�.`'.l•�ItS'i �� � �..r �
.�iws...:v r',< 'i �
�..��.U,,,>�i � 'f �' k�'-,c,.,'!,. ~��:nY u'F-:^'%4.'r.t�:�Yl.t 7� J
µ�,.S:.' >rj{C.,iit':�.tfli� �.^'.,ih't!.`if' �v`'1�'{wS� i t k�^-•;. �y`.'%.`..;`.,...;.._ ..._..r.'r_ I
� t:,.: .c.:,.;4;�. :�. 's ..9:::,�:t:�:'�?��„F'e"jj;' i
'�' r� V . �;i+`•' f'"'��K •r jnr. �
�S;ti.;. ,� "" c, c,}:.-�' ��'�.,-... 9.r`g.,�;;�-�c
_ s�' ';�-''�'`,'S":;,;:�r'�i�'t�r� �'� �'",;,,ti.;s iK 'r'�; tq.. 4,a+t :��;�*:�a.� ,�.�'r'�. rsi.��
f,1„r, Ty�rr +. 1 ;.� ..r+.,q:.r' � . 1'�..s-...-.
`f�• �i' 7 :�':? dq.=�.�u ' ��;�'.`1"vaVa:�w�7�a.,.:a.:�>i.:i.�,wu^1.?c�-.� JT��„.s:_ a:K-� �ft:.o::�
�'T.��''n 57,.�7'�s '+,{�j�%9,x j•:� c-ri , cZ,c. �.,�"`f=:•,�a "r£j` a, '{f� „ �,
, '-"<}�' aa,'1� �w��:;rt:i ,s. � ,s k..:;}.K�'•,'' .l '".�;;, -r �
,���.,1,��'p..,»'4£. �i.L'r-"'�`'� '�3 • .)�`,x'.. �`'. �'...�� .s,� ;y� f�:� 5%.,�2,'7.�.•� U'�S`^,'.�
���e�4�?'?�5;��:"rt,.`;. t'..,�'..1Sz`� �l�i.;��`"'��r.... � ,3,:t: -'z�;�`rti4:�l,;;;•.:a: c:�, g'.��+ �
?'X,'^'s-' �c% v��Y�.#. +��,:� f��-��., �,`".�i..,.?.:>J:"":::yti<:�=+.i'ri:J k.`, 1,'3 :t���
g4;� t4 y:,,•h,Gtd.,n',�t��ce'ss-`�=-4"�-,%�< :'`[cili« ' �,���,,-",`«^��t ,r,:�s�c�,:C:'� ;:%�r��..���-.ti t�.�,;:�; -G�,...,�,,,a c'�u"•�ir�.
�' '`k^ Y�.',� � 3,:�1�� 3 ..��"'. {__'^'w. �,�`c'.+'� K �;�,.+4 r Jr�.a
�A,,q4��`�,�''�.cs`C-C�.Q;i� . r. .�*{!'"�% w,.u g t"t`£ti's5 s " . J 4':,:i?Y� ���S`..: :'�t"y't",.'."
� r�^'-, � .,.. 3�:`:"}:s;�s:..' } yc�r:e.:�r
:ax �'xy± �r£;:�.� �}�t:.-�.,,.i;; �f.-.s�? i3 h;e L-7J'..� ;�,*. '"s^:sfi:s;S' F,:.. _ %`1'k'sf,�.=�^�'.-�� �
��.� �s�g �..�., �M,.�:..' �',�` s�,
.A3.4ii����� ''P�i±:F, � 5` 'K... f3 S C'�"s�{�f�s�..�.Y���.��
+s':'�:S �S �i�`. .,�v+ti,'3`'Jee...�f�: ='S`,�,Lti:.}.A_�y`�,',,,.fr�.�(�C%nAr,a�;f ;�'S.y r" t'�8;J_t;�{n2�=' ?�'!'+'�. i
�Y'i'xt'?'.K„ �a��i n ti, a} :,�."_�,'� ,t:�.'��:: t �„�:�'^r;�.�.
i�.-n.�f- `sr, ar.�nk�:t"�w"�aP' i-���: t.*�.3i �,j.i.r.'ii'..r. ��.y�..i.y��e.£ .�-:t.. � r.. ,i'. �
,3t {:�y''"'. -c�i:sr�...t�xr�_':'�s..:1+-'::� .�.,�;::r,s,�r•,w':-"d',S�cr'y�':�•Y':a.i�:.,,t'3: �fx :k>'Y,'j.`;�..y;:r� s�"�XpKt:�k,..n!"�1
'�,,,� M,.�;����.+�.r,..—_. :.. K? � -i�;" j ii:• t'� • S.�_ke.�Tei'3.�.6,rT':r.�: �/y,f
n.�;c_'�`�t� ...;:�; '✓`Y `�ISTiY 96p.- ,,''ky%,y;�J y
�`c-` �?r�� t3a.:^r'� c��:'�i-i;�7.::Y;Z`, ss.,. .s ' -__...' ,�...1 tq�,y�;;;A; -
� �e�+-� �.;'v�`:•_
'� �3.°; 3' �u, :L' L !r '{.:,t� :: �: 1:,.;.�, s_��" :.f..,_
'�`:�'r�."S-Yjj'1fJ ^u_ei:�^ °i2� 1�Erh1"":ar S::t�,M`Pp{v:�:',��rz�{9� -fp> ti�e'
�:'f:�e�i '�,'.$!F1�j.,�,_+�J.�:�i�'i.u'��ilY�...`tlti�T<!Y ,t''._U`i�0','i. ':y.'2'tr.:{L.;,�`i:t9��{a'�'XPT' .:.�il+n�{�^�"'� 4'Lt' �
�4'. .i��Y �4 t ?�: "„"',�. L.'1.' �t:-. s:�c `�:LY�`,'J• .
��_',�"_.t�-'�k.;=,-a'.� .�*i�":r�E.fy}r}.����F',:�i2� �}ti_:«,t�.j;�.?:,,:.�.-.,,x«s.:,,�;�- <§� -,�.�-.�' " ��';� � .l;r,y�
re3;'"'`'e';�,{.y.�..ri�k:'^�:�a�z?Y'C.�:�'�r��L:'.'�:�:4.+ry.�.f'+:;�t k`�P�.}fr� �; >�_'5��7�3��f��i:' �,S*.*`�' 4 �,��,��.a .r�d - c�ra`�'Le..i-�#
�;-}.`'.t'a��'iwf`,�,"g{t•'�`�' �..;s.�=a,;;',»°i,':at"�£�.£ 'fPr�'ia.t�?'�''�,,:xzi�'$«e�r-;„Gr;,9L�Ku�ry'un.". +.`i�..�"''�ni.k�a�`�"�, �•;;^r�+xt'«.L�''�tY��'a N�"..=r;.u'!
:b:<:.�?_�� t���tn,.�-,,,..«+�a, x ty F:� E. �,h:rS, ar � 3; w.;ac=,}�riw,4�;:!.:,�yi {�t� ,wr-�. Kt t
'Y,�;i'tsti:,%�,. �_`"�r�r";xa;s�'�:Y� ah: '�1�+''FT'-'�.�.:s::>;y�`�g?�`,�� '` ��w I{�{'x''?Xv�'+�"`r"'r`-.��i5� �'"`�i�f �' �r�,�;e"� •'` ��.��--'
�>`-"t��, :,,2��;:�,- r;�j'.,xth�'�-.;..�':,+3'"`. a:�.� � y�-.�.., -�..+ t „�'w.'��5, i +.r'..` f'S`�'r�'a'�1t V:� '
e r'� �,-,. . � ��j;�y�.^f:"'�1 �Ia^�i;�. Ju re"� '�'�, �'a't"'_. ;`�"•�r«`;'W t
�`�-�,�:s :w ��,,;��`r'a'"*�.a:��"`r'�t`�`�"'� u�.t`��``,��`_' �; ''�*'r,�� z°..��2�",:��^�:` � 'u�'w_����x;�a°` �
�E��°" ,�yiw,�,?�•�-.��'la a,�.� �.�._'r:,� � ���-�f �y,;', �:.,~,:,�4_"
,� �. .;r.w��p �.,. t.��...-�{,r;`,!r�%�.^� c..-4:,x�{'h�:,.�_ +c5��,�*E.rt;.���
-ta: '��5.'� �!,�_� -s� ir.'B, z ..,�� �„�;tt� �"�c`;'S'f'.�;s,.y�<:C.�tir A'`a `tir,- t�-�'`.L.o�..-.���,,,'- a:.wi'•`:Y r. �..��' .t'.:5=„
�,' �, �-"• -r�_,K-';'.�'�.���'.ajh;�,w_,=��'�
,',.�j-� ��1�. .4`u`�#"i;^�je < � .,i, ,.i��t%a,,;.y`t- -gt y.","'i'L�'•,,,�n��e",yt:�c>L''� �-;�'�t,'�..'.�.-�Y':'`�<h��u;s�?'a?::s^a=eL�,-','• ::1,�:�."`.t,� �
�sta'�i±z-��3 .^�ev_ t cS.:'iL:::=aas:: �u-ri i'o'.:"., ___'�.:.zs 45`.`"°.....,
Ice House Information: Height: 9 ft. ;
Width: 8 ft. -4 in. i
Length: 24 ft. ,
Total land space required: 200 sq. ft.
Ice House America
www.icehouseamerica.com
J
Jacaueline �oges
From: Rodney Corriveau
Sent: Friday, March 16, 2018 9:45 AM ���
To: Jacqueline Boges �
Subject: RE: Commercial Check
Correct and I will bring over in a few. TY
�� � I
� -
.�
r-, .�` ,�y ,
�3 � I � � ;
�..., �',' L..i "��:
ZEPHYRHILLS-HOMETOWlV AMERICA IN THE HEART OF TAMPA BAY!
Rodney V. Corriveau, AICP
Assistant Planner ,
Physical/Mailing Address:
City of Zephyrhills Planning Department
Historic Captain Jeffries House
� 38537 5th Ave.
Zephyrhills, FL 33542
Phone: 813.780.0201
Fax: 813.780.0005
Under Florida law, e-mail addresses are public records. If you do not want your e-mail,address released in response to a
i
public records request,do not send electronic maii to this office.
From:Jacqueline Boges __._�_______�._....__�_-____..___.___---_________�_____.
Sent:Thursday, March 15, 2018 5:01 PM
To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>
Cc: Debra Ruffell<DRuffell@ci.zephyrhills.fl.us>;Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us>; Kevie DeFranc
<KDeFranc@ci.zephyrhills.fl.us>; bmscharber@gulfcoastice.net; chetan.patel@hotmail.com '
Subject: RE: Commercial Check
i
Need the plan back when will you bring over? Indicating all on the cc form is what is needed at final? i
� , � � �
�h :�^ ;
' �.� ` , �
.�
��, ...�
k� '�' I
- ��. -d
dackie Boges -- : �`':
_:�.--
i
� . �
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
public records request,do not send electronic mail to this office. ,
From: Rodney Corriveau
Sent:Thursday, March 15,2018 11:07 AM ;
To: 'bmscharber@gulfcoastice.net'<bmscharber@�ulfcoastice.net>; chetan.patel@hotmail.com
Cc:Jacqueline Boges<Ibo�es@ci.zephvrhills.fl.us>; Debra Ruffell<DRuffell@ci.zephvrhills.fl.us>;Todd Vandeberg
<tvandeber�@ci.zephvrhills.fl.us>; Kevie DeFranc<KDeFranc@ci.zephyrhills.fl.us>
Subject: RE: Commercial Check
Thanks Blake. �
Chetan, remember,you, as the officer/director of Ishree Corp. are ultimately responsible to keep this
checklist up in the terms we all agreed upon. Mon-adherence will result in reporting to the Code
Enforcement department and citing for infractions.
Mailin�Address
38509 COUNTY RD 54
ZEPHYRHILLS, FL 33542
Registered Agent f�ame &Address
PATEL, ANKITA
682 MAITLAND AVE
ALTMONTE SPRINGS, FL 32701
Officer/Director Detail Name &Address ;
PATEL, CHETAN I �
38813 COUNTY RD 54 UNIT 4
ZEPHYRHILLS, FL 33542
Thanks! Rod i
�
. �
� .`, ,,--,
� � �� �1�
ZEPHYRHILLS-HOMETOWN AMERICA !N THE HEART OF TAMPA BAY! '
Rodney V. Corriveau, AICP
Assistant Planner
Physical/Mailing Address:
City of Zephyrhills Planning Department '
Historic Captain Jeffries House
38537 5th Ave.
3 I
�
Zephyrhills, FL 33542
Phone: 813.780.0201 �
Fax: 813.780.0005
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
public records request,do not send electronic mail to this office.
From: bmscharber@�ulfcoastice.net<bmscharber@gulfcoastice.net>
Sent:Wednesday, March 14, 2018 5:53 PM ,
To: Rodney Corriveau<RCorriveau@ci.zephvrhills.fl.us>; chetan.qatel@hotmail.com
Cc:Jacqueline Boges<ibo�es@ci.zephyrhills.fl.us>; Debra Ruffell<DRuffell@ci.zephyrhills.fl.us>;Todd Vandeberg
<tvandeber�@ci.zephvrhills.fl.us>; Kevie DeFranc<KDeFranc@ci.zephyrhills.fl.us>
Subject: RE: Commercial Check
Sorry for the delay, I've been out of town. We are going to start taking care of these items next week. I
will get with you the first of the week to make sure we are on the same page.
Thanks,
Blake Scharber
Gulf Coast Ice, LLC
13257 Rinaldi Rd.
San Antonio, FL 33576
(352)588-2839 Office
(352)588-1008 Fax
www.icehouseamerica.com
, -------- Original Message --------
', Subject: RE: Commercial Check
From: Rodney Corriveau <RCorriveauCa�ci.zephyrhills.fl.us>
Date: Wed, March 14, 2018 4:58 pm
To: "bmscharber(a�gulfcoastice.net" <bmscharberCcz�gulfcoastice.net>,
"chetan.patelCa�hotmail.com" <chetan.patelCa�hotmail.com> j
Cc: ]acqueline Boges <jbogesC�a ci.zephyrhills.fl.us>, Debra Ruffell
<DRuffellCa�ci.zephyrhills.fl.us>, Todd Vandeberg
<tvandeber�]c Ca�ci.zephyrhills.fl.us>, Kevie DeFranc �
<KDeFrancCa�ci.zephyrhills.fl.us>
Have you guys started on this project? I have not heard anything and would like
� an update please.
Thanks, Rod
� I
. �
���, r � �-�, �
,
�M� ��' �' ��;
ZEPHYl4/�ILLS - HOMETOWl1l Al►9ERIC�I IN T/�E MEART OF TAMP�! BA)'!
� 4
i
Rodney V. Corriveau, AICP
Assistant Planner -
Physical/Mailing Address:
City of Zephyrhills Planning Department
Historic Captain Jeffries House
38537 5th Ave.
Zephyrhills, FL 33542
Phone: 813.780.0201
Fax: 813.780.0005
Under Florida law, e-mail acldresses are public records. If you do not want your e-mail address released in
response to a public records request, do not send electronic mail to this office.
From: Rodney Corriveau
Sent: Friday, March 09, 2018 9:37 AM
To: Debra Ruffell <DRuffell@ci.zephyrhills.fl.us>
Cc: ]acqueline Boges <iboges@ci.zephyrhills.fl.us>;
'bmscharber@gulfcoastice.net' <bmscharber@gulfcoastice.net>
Subject: RE: Commercial Check
Debbie,
This is part of a larger project, the ice machine that you have plans for or will be '
, getting from Blake from Gulf Coast Ice very soon. The owner of the gas station,
Chet, wants to rent U-Hauls and prior to issuance of biz license, he knows what ,
he will have to do and has agreed to do, as indicated on this list. �
The attached commercial check must be completed prior to Blake installing the
�
ice machine. If it is easier, Blake said he would help out with the list. i
Bottom line is the store cannot get the license for the U-Haul and Gulf Coast can't
get a final CO until all work out there is complete for U-Haul commercial check. ,
I am copying Blake on this.
Thanks, Rod �
�
. �
� �� � �1�
5 _
I
ZEPh/Yl2HILLS, - HONIETOWiii e4MEl�.ICA Ilil TH� hiE�IRT OF T/�N1Pi4 Bi4Y!
Rodney V. Corriveau, AICP
Assistant Planner ,
Physical/Mailing Address:
City of Zephyrhills Planning Department
Historic Captain Jeffries House {
38537 5th Ave. �
Zephyrhills, FL 33542 '
Phone: 813.780.0201 �
Fax: 813.780.0005
dDnder Florida law,e-mail adclresses are public records. If you do not want your e-mail address released in
response to a public records request, do not send electronic mail to this office. '
From: Debra Ruffell
Sent: Friday, March 09, 2018 8:43 AM
To: Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us> �
Subject: RE: Commercial Check ,
Why do you need me to get in touch with them ?
Do they not know this information if you had meeting. �
Jackie just told me its in your hands until its approved. ,
Sorry �
Debbie �
From: Rodney Corriveau �
Sent: Wednesday, March 07, 2018 2:47 PM i
To: Debra Ruffell <DRuffell@ci.zephyrhills.fl.us> '
;
Subject: Commercial Check
Deb please communicate to applicant. I met with him last week. Rod
� �
' � �
-�, r- � ��� �
� �i� � ���l� _ ;
,
ZEPHY/2I,IILLS - HONIETOIniN�4MERICA IN TH� HEART OF TAMPA BAY!
Rodney V. Corriveau, AICP
Assistant Planner
6
- �
Ph=�sical%Mailing Address: '
City of Zephyrhills Planning Department
Historic Captain Jeffries House '
' 38537 5t" Ave.
Zephyrhills, FL 33542 ;
Phone: 813.780.0201 �
Fax: 813.780.0005
Under Florida law, e-mail addresses are public recorcis. If you do not want your e-mail address released in
response to a public records request, do not send electronic mail to this office.
i
'
i '
�
j
7
� I
- i
813-784-0020 City o#Zephyrhiils Permit Applicatian �aX-a��-7ao-oaa�
• � Building Department '
. i
Date Received ��,r^ f..- '�'j'`��� S�� d 1� _ �j,��,, i
Phone Contact far Permitting �
j
Owners Name �'[� Owner Phone Number �!>Jt�"'�� �q i
�
; ! � � I
=r- Owner's Address A� �.�t{ h l�1S F� Z Owne:Phane Number '
i
� � J
i
Fee Simple 7Itteholder Name Owner Phone Number �
Fee Simple Titleholder Address
JOB ADDRESS t�+�O t tai � K h i!1� I �i LOT# ��
r�
SUBDIYISION �� �� PARCE4ID# GOZ-ZG=Ll"4010-0(,I QD �(J�0�
{O$TAIWED FRBM PROPBRiY TAX PS0T1G�
WORK PROpOSED e NEW CONSTR 8 ADD/ALT �] SIGN Q C] DEMOLISH
tNSTAi.L REPAIR
PROPOSED USE � SFR � GOMM � OTHER �i 1 ��r � i
1
TYPE OF GQNS3RUCT18t+1 � $LQCK � FRAME C� STEEL. n � i
�Escw�noN oF woR►c � a�l ( G►P NJo�tl '
�
BUILDING SI2E ,��� X ��u � SCl FOO'CAGE L...VD HEIGHT ��
QBUILDING ��� VALUA710N OF TOTAL CONSTRUCTION ,
� �
[�ELECTRICAL $ O�,p0 AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
�..,,y .„� � � J �,� �
QPLUMBWG $ �I�����%C �` � 3
�- 3s�.po �� �� � �
QMECHANICAL $ � VALUATIOIV OF MECHANICAL.INSTALLAl'IC)N �� �
1�.
QGAS Q ROOFiNG [� SPECtALiY � OTHER � r �f j �� �
EtNtSHED FLQOR ELEVATlOIV3 F�QOD ZbNE AREA QYES � ���'���'��j
r...■ ■..■_.r ■ ■..■..■ ■_■..■ . ■ ■ .. . ■ ■ . . ■ . . . . . . . . . ..■ .-�. ■. ■ . . ./� � �
�� � - s
BUILDER � ���/,��� COMPANY S p �A ��
/� .� `
SIGNATURE �,�d�������.:.� REGISTERED Y/ N FEE CUFtRER Y!N �
J /' �
Address J �.5� ' � � .7�' !J���`Ii�O I• License# ���Q„�S�'�q � i
�, �35 , / ;
ELECTRICIAN —' "` GOMPANY /�h �/�/"�lG
'..�---�a
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
�^� 3
Address (/ •j �" License# �c-'13�D13 �3 �I
PLUMBER ♦,,..,.� �`' COMPANY AIt1� r1�1'1 �g/'W► yl I'�f,
SIGNATUR REGI37ERED Y 1 N FEE CURREt� Y/N
pddres O p0'�c ,�,�,.3 .�+"� �i�� .a Ld�a� License# a,... C.. ��-2�LCa
MECMANiCAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �� ��
OTHER CBMPANY '
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N i
Address License# � �
IIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIII .IIIM111111111111111
RESiDENT}AL Attach{2}Ploi f'lans,{2}sets ot Building t'lans;('!}set af E�ergy Forrns;E2-0 W Permit far new construction,,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Wark Permit for subdivisionsllarge projects
GQM34}ERClAL Attach(2}complete sets of Building PIa»s plus a�i#e Safety Page;{'f}set of Energy Forms.ft-0 W Permit far new construc#'son.
Minimum ten(10)working days after submittal date. Required onsite,Canst►uction Plans,Stormwater Plans wl Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Warlc Permii for a!I new projects.AI!commercia!requirements must meet compliance
SIGN PERMIT Atkach(2}sets of Engineered Pians.
"'*'PROPER7Y SURVEY required for all NEW construction.
direCtions. �
Fill out applicatian completely.
Owrier&Corrt�actor sign back of applicafion,notarized
If over$2500,a Wotice of Commencement is required. (A/C upgrades over$7504}
"' AgeM(for the cantractor)or Power of Attomey(fpr the awner)would be someone with notarized letter fram owner authorizing same
OVER'�HE GBUNTER PERMiTFING (copy of corrtract tequired)
Rerabfs if shingles Sewers Senrice Upgrades A!C Fences(PlodSurvey/Foatage)
Driveways-Not aver Counter if on pubtic roadways..needs ROW �
,
; i
I
W.M. SCHARBER CONSTRUCTION CO., INC.
13257 RINALDI ROAD
SAN ANTOIVIO, FL. 33576
(352)588-3065
FAX(3 52)5 88-1008
bkscharber@embarqmail.com
Eebruary 7, 2018
City of Zephyrhills
5335 8th Street �
Zephyrhills, Fl. 33542
Please be advised that W.M. Scharber Construction Co., Inc. (State
Construction License #CBC045149), and William Scharber,
Owner/Contractor, do hereby authorize Blake Scharber to act on our behalf
as our agent for pick up and delivery of pernut applications, permits,
packages, and other miscellaneous paperwork related to permitting in the �
City of Zephyrhills, Florida.
Please contact me should have any further questions.
Thank you, '
�'� ��vi��G. �
William M. Scharber
I State of Florida
County of Pasco � /. � 1�
The foregoing instrument was acknowledged before me this !
' by William M. Scharber, of W.M. Scharber Construction Co., Inc. a lorida corporation, �
� on bel}�l,f of��orporation. He/she is personally known to me or has produced
�i'L� as identification.
, �/l �� W�/l/�`"� � ' l./ ,,?o�:*:="'�,, MARIAPJ E.WHITMIRE
.`i, ys
:�.:�:: Commission n FF 936920
:;. •�= Expires Nouember 17,2019
���°,„i�`��� BondedThruTmyFzinlnsurance8003B5�7019
�ary Joiner Yage 1 ot 1
���`�� ����,�� Pasco County Property Appraiser - -- - ---- -- -- - -- - -- -
;_,,.,_-_�_�,.,-....,-..�.._..=r..,�,.,_.__.>M..-_..-�a�-�T F;�....-_-•-�:�- - - - - - - _
.., ;.�-,-: .-;�R-�--�-, -�.;�-
.,_..._.:-:. ' ' ._ - . .. .. .f.�� �����§. l � .
�.c,p,v.�.,f.;�,a
. ::b. �.-r'�''r.��'A,sr,` - :�7R�,.e�^',y�",<�;'w�' _� �:`" i -
-�.r,•. '::a�`� - n s a. .t..�'> - ��:%� '.��:~
a��,'. ..t=�" ,.tu. ,'i.��=fN' .�7+c - ,�':� .f -.a_�':,.�P."_'s.� . - - f, _
c-'.:, Fa r:;'�' pa".� .i �::a�._ ;F�';rn_. . -'�C'°•
.:� .rC. 'T.f",,..w (�' _ .,y�^. ��• i 1:: n :N. �!.��
,'B.'�uT� :'i:-.-: ..31r-"y:�. :F:`-
+�'�.i t':�i•1)...•�� ��i-� ,
��B-.' _4�, .:�4`-`�.�n`i -.x-='"• ..*�" ',Cl;,;. '�b','�,.M,,.,.a:...rn, _ ..t+`s:
_ �,, i.'k`4.w �.i�M��.^ :r.r�3.� ,.:r�':�. �.'.�'. �.,n.'�`,�`.e,--..,.�t..�., .,r,;3;����..
.._ ..
-�t,- :�..r> .e?r._��r::., .�.%;•�.•..a. ,,.�.,�=c�•�� •c�. :� ..'�.�°4^.ti� 3�.>• • -
- eF� ',t, ,'�.�,...._. .,y,z,,,;,.a:':c:.,x...,r.. r� �s �.r�_,.
R:;� . �.S r =s�..�.., � .
.e � fi..,.
�f efi�A� -
,�.-� ,�.:..: ,,, �
�'. '�;
:-�..
:F`� :«8�' s •_,,�: �;,,�.:.6,,� ;�,y;,
,;,[,
t:
F_ .:, �;.�A,
f,``r' rrs;',.:;?r:" :.�;°:.-°r
�'. >., �+
.5 ;'l�k�",'. �,,..
.�. '�`r:i'" °.�:�i.,,r',^. ,�
�.�. .:�� �•:,.� _
,� �; ,�;
•"�Y' �7 c,,, ,x'�'s�"'�'°,' .
i�`+'
�;fi.<
-.ia -'oe - ii� .�..r.,���. ,,.:r°W„ "�9,:�.
y,�
;� ',�.�.��. .�� ,.,c,..j
',"�°`. •.�� ,a..
r ,,� e.��-�
x
:�r �,C?; .e-
.y; _
,.xw`
�
:..,
�'.�.
. .. . ....: . . . .:. . ._...
'!�"
. ... -. �.... . �:;' �. �:..t�..:".�.::{� . ` :,t ;-" .a�. "4'...:., vu'.:�e -
.s�. .�'.t.,�,i.:i;�r'� i'x,,r�`� . - f�r-�
, _
� ;{.,
„,,,
. __. _ . ;x^ ;._. - ��,..�.. ,.;r . rr:...;:,
M^,i' �;i`�.'. '`O7: ��.�,�: ����, {
_ " r'�Pa, �:'A fi".�`��:- _3' - L
.�•�Y.�� c✓f'. �:5 S%' - .� t.J���-
-}-•> ..b.. ::+»�..ut f"'Y�.�a ".4';.: �
x�.�
��.
'k..'.�. •S., .,} '0�
1
F ..�:."'' - }�: +`�,.� -�
i� 7L.. .��. .:��,'`-, ,
_ ;.h_ � I.� �i
- �'�' s.r. ��d..._.. ._�..m... ,af. �L$`' ��
• . !!si'�' t7: .
- --=s.�.• - .�! a �2i ���
^:"3-:_�" .s.�%-'=�
' " -'it.',.� i:1e'
;�.v, _Je� ,��.,.. �' ,,.�,',.
" ' ' :"5^c .:'l�^A'. ' '
- V.. - '`G: r s
- t �
r 1
s:".
- �-,�'� 's.. . t-._.
.$=.r�:�,.a� -
.� °t "';+:n.�-� _:''-4'.v.:s a.`.l',.: - _
- h.' _ e _'.� _
- �rt: 10�'; :�:.-;..
�'�
�. �,,.�.^ ` a.-r-'
_ _ -x:-:s:s::;rX:.-�S+:;�`-`";''j°..t�Y��,r'•i,.,:'':,g; .�rY.,..�C�," .na.
F'
.�. �.. .a"'" `
6'=� ';;..i i y. .'y+..i';"�-.. �.'...x::..t��'.
q
>a..?.... �.t�;'.b-
??i.:: 5�.. - n. �4-� .
'x�. .M-== - 3'�����,>
:.�=. �. ��i�;,4 F�,�' �
�i
'.2. ] . .�?`.:
- :�:- .'d-:
�c
.:i� `=,�..:, .�.k'�"
- ?.',2=,.`. .a
� �''c" '
S:, ( .l•y
_ 5..:' ..k� - .T'-� U.
:�:.
;ti-: �� v.�'„'. �s;':.�; . "
�I�����y�4 :,`,J�. �n .c.:+..w,�.� _ $,
_ �i,=.'M1;,, ...,�:_"�:�':`::`�x`�:'�'x�''�' k.^:�
t
,i�N:�,i��'.Y�- _
�a.+.. .K', �; »�-f. `",1='' =a�=,` -
w'�:` a` -
r-�-., w,r. .z,£.., �.�:Fso,.:�r:.:,- s:J=o- :�"�,:...� _
�t-..,,,..<., i ',e' �)'�..
- . _ ...E;fs.�a�.f _ ,
C.
.j
a�. ��-�..'
.'lr::, .i'...... t �.�.
.'�':!"n'� k', I`�
5. U_ -
� '
.. �.
- ���is'�z� .;:rP,:_�.,R�
i,a;u7.��.�r"'i7F'r;E� '�k� {i P. S�wv�'- ^;Q._ t.k3f
�v^
. 4, ,.ta.. �'.FF„;=;.:,.."?,, ,4,`K"=�.
..�:�.: .�n .5, si,d!,�=F.._,� .�
- �:i'� ws.r�;;:<��.�.r _ ��;:�,; -
.,,.:,.., .. .. �
s ;
:>d' ,v. .r. - .,. .. ' .. ,,.
, ,._.z,..
.,
:.. , . , . ,. ,
: .
. ,`:k . :�,�.:,: x� ' :.k.„., -
,.. _ .. . � ' ...u,"�-
,,,
. ,� � ,�,. .: �. �� , � t...ru_ . ..� •..:: ,� . , ., ., . . �'��" ,.�`: s,{,::::rg..,.; M i
. , ,a, �x ..�. s. ,.�.. �<C:'�. ,.y':._ '��,
o,e•., ,.�,. �k .e*.. `,�',;, r,'�''^.,,,. q; _
- w "'�
.-,�4 .t� ��s.:-�.�,
�'. �A .2"9_.,�.
�.. I •'�
,.#:: .::�'.1� _.,�. � .j.... .'c<,.,•-. �'Y�;;'t
7�
_ ';�^ Jb :`,�'x!;i
�.::, .:s::;;.�...
,.:�'.���
i
.�
�...
�"'s:a;:,,�,_,
_s r* ..:C�..
. �:� 'r`:c _ .,.;.'=.�c"�:�. ' ..c<.
°#'�'' "'�»'�,'`--,.. I
1_ �e �.�u
' :'�1
H✓%k�..'r.r. �j�te,'.�' 4�y,�^a.
4_1�' `_9'.'iti�'.
=a:. -
,'� I 3s
r- �< ,�.
,.x�: � ~�s
- Ti;�::.; �,.i;�..
�Y.:'.. �,y�.�,." �" - iP:...`."n!..,
�^a� i�:ir�' I
'�Cq`,
- 5,,..
�
. ',%y ':i>'`.
:� -,-.'E'=-
- - :.�.' ,.r,_...
.`i�.
:e
..}^. „H;_.. .�.yc-f
_ ,K..'r :�y� _
- B..`... - r,
.r':� .a
��..��•
' �rl.'��..Y K..^r.
� ,��:,�� '.�,�.>'�> ,
ti� E r
,•F4.:• M�-,. .�L >
_ ��'ztiF. " '
.^.'-c .T'�" - 'sL'i�::
:1`, �,:.,., '.'�';.,.,.;_;, J.
.R:1..3 '»1). '^�;�.^n•
i•..��y,,, :v.'
'�, :.�..V '=���`���� -
b'•. _ Yy'.;:
3',. I
- �s. . �•�r,.,
_ � _r�ry�:,. .�
0:1. ,���, , �.-,
�. �F
t.�:
- _A}"� �..:�� �,p_"�
i� } .:.br'i'�°:-> .:''�..,._ ' -7
•..l�.,,.r:..,Si.:�,i:a� Q4. Xrv,'��+.•4:i'
_i,:•�� 3;S�y,�'�'F. _
riv" �1
.� -
;�t�.t..i.' J� .
�t�ti .
f. I.-
..r�." ..d%.:i'� At^"� �:qr'+''15�.'.^�f _
j,.A?,: _ I•.K„.
- .,fi. r�:Sa`
:y,:� .4"r. c',�:r:,,
s��f�. �. 's�' M��
. �
.. .
-,;<:.,��-
..�
�,,,,.;.,r.......
''�`� �m
,.,r ,:, .�..� ,
�:.. '
_,v,n
. .�
.,
� �� �.. ,:,�ro»�,'
,.;;
...:. := ,
...� .,�,. � ,
:9
,.
� �.�., .,, ..,... :.at.w,s.�, ., ' �`.r. .
�c y,w+^�a'. �wfi s:r';�s;.1_��� •�"�;'.C�,. ��S' �,�;.. ,..�..r,,,r'b� `� .:;'y'., y� ,..�v�
. ,,.�.�...t��a � �,,. '„�.��e s � "
� - - �' it t ;.p�',wi.: ' ;.�y�,: ,:�..- <9��r, �t� , -✓'� ..�,,.c, •�•� ,a�
�'Y.. �'',4�^r:��' �",�:7" r`:Yc �X�r'� �;.i'. �4��� `^B' `i
�":u" "�4. _.�: � � ..�.�'^ �� y�.. ��a.
...� ��'� t��,., �' „�t4' r:bz �..
"'�: ' �a� - :��, •i<=•r .���5� '' ��,-.
•'•w,'g_ =$ � a2. �Ta Y `i�'',�a ,.,?. - .;€:.k.
p .;�+� - _�����'�`�' ��''` .�. `� �\ k ,aNSI
�`_, ;:i=. - 1' ,,;:;: ns^' _.t _ �,,� LF;
� is:
r,w
.,...,..,;�.. . . ,`'
{`i
, ��i
q ,.;s .:
.-:k:di• `:r '� r'�7� `',t_t2,i�. _
;.;5��.;:.�'� i:
,^�„
... .�
'4� �r:°p,v_:°i� ;�ii .rc F., '- ' " ' ' " " _ _'_ ' _ '�'y:.r' »:A��` .•:��
, . :c:: xtr�C.�����:,. � �:.�r.r, .t•
i 3 13�"
. ��
�;;a-' .���� .�rF+`
'�
_�
..�. � �
� �.
+T. s. '
��
a
.F '.�Rµ a�b '�oriM -
�*.eY":�` ^T++"` v3.^�.:-.;t„�w..::'., �we.�rv;.
- _ ':g'� �;,;1:i �'T� �,��yY%.r.-�M1.�_..
..H! w�t
?.:S'v ',_�k� .1 4: Vx` ��k�.�A��"�i�F':"
- �=#'�:u'L^:+'., .+.1:,.-ri.%
- NAC•"_' .�"vu= ,.d�%n..',. �+'ri�i,;� .:%naY"e"'
�:g�� 'y"' ,+, �':"t,'F',
, �YF„.„ .b '?4"P' `';�3�
� ''ti;:a"'';.:- ;"-fri�':�r
+4.n _ .'�S'.,'', fu',
..4"'a x:L�
, �f..� i�.{'o-�.d;-•y.. �Y.�v
t r� ...ss S - ,���.
� � ��A'�'..�-"
. �. �`�- r��• �_ �:�r:
,.��.. x.r .,��., «.s*
.k...,r;..,,_ ,i..,. ,>.;:
r. .;q.;. 'k�.,�,. }' ;°"��
r::r,.: .,:a,^. ,.
,
..
,�
�.: '�.:.,..�. -..:1 .. � .:..
, ..
. '. . .. ^: , . ' •..+•. ... W._.�+'.'jv' p�, .
's.,: :�::"''r _
,:'
��.:.:
� .a�..: <�:._�
.. . . ,. ,. , _ ,�4A.
�
. . . . -. .. .'�r.� r . . -��,..: . : �. ...«. ..;a:.,.'%' +.'��".4£+v�.h;: 4..-,:..:.'"'�
s. k�'<.,,�,.<u-,:.,.�, ,.>. -,...:.z..,.�...�._.�-.:r�:f:��# '"'i, i ,.;,J>:� �,ta,.:
r <.1". .;c: ` - rt.,. ...y.._ ,..��s�:, -?=i-`'.,z.-., :�k3::-:..:+v", - ""'I-y; .f.:
. � � ,.... , s,_,. �,,�a.-: '-. �--<..S�. :�a .....-qr. ,.'7r. - - .,7.. �"t: .�"� ✓'c„<
` , •-r. .L-,..^y .�;��,.;c.•".' ��`"�"
.� .
. _, _ ,, �a �. l..,_.,..} _. ..: . ......;�.-a�.,,,- :.< �.:tn.,..
, ... _ . _. . ' _ ...- r, .,n .o. ... . -, . . _., .- 4.. . _--a, ..��„.. �4_ _ ;� =�i�. ..�, ..-`'�r.a w,A`:t�
. .`a�. ..3_ :�`,_.-} ..<a cC � e. .£`. ::k;�.c�>�.'Y�:�1>:�."". - .`"c'���._�' -
_ � ,..�',,.. ,.-s.: ,�A, - - �;ci"'..A.+it''�"-,...,, o �
+J. .5.: F' - ��S� `f. - ' '
_ .�:
. �.� - ' +^k,sit, x �y.�
`�y,''' p� �.R;' '
. _ - N���"'� �
'''�`` >.
U4-' - t
:'S`C..+
:ki'. " _ _ ,.�;,a. e:-a`'r.
} `i:.�. � �'f+ev .!�
'�0.�•� -.;-'�;,-� 't,5` ' _ o sYr
�$ - r AfY-..
+� _ _
! '%��^e
.*', i
f: - "
_ ;�_,a:.;..;,.. _ - �r.�:::�::;,,'
..���- :�'.,
, - ��
�
..;�a. .:, ��..�K- - jy�,
- ra•.
�• '=9'.`::;- - .
- a4r
„*
.ti"
- i :�1`�' i:�n�-
`,�- c
�..s' r,°i"r��' - :�d�'
:h' � _ _
�A ,
`�,�n
1�� - " �4 A��'ti'. ''R s
,�.'.,�� ' _
�.f P
_ "�'3����',lt'- F`..r�.+�i"rr�'
�l:i`'i.�::��:i.v'� y�, '['�'u
��:;5�:`+e w w.��.:a" 5.
.�. �A�= - ,'3?-���
n'�s '��:...
�J+;+: .N-. j tk: �'1�-
.:.i' ,}: it.. `;7. P�.
��y (�,�
- i:�' ��E:S .2. - � .7�
::ti�'�<.� ,i..
f ;�.`'+'1 r "
x1�'�• 1. 3 �Y'�a=.
�'1 .(:t�•,
�}�v�7•,..�ya�n+ ,.N.,n.�.o:+k"-, ' f. [,,
:t+,�, y 5'q��, ,t.v`.��y. ,.��:ii>�y .J
. �,Y t
�'>:K:r.'
� 4'�
���' � ���t
- •.�. •1: ..,d,r b]++i .=r�%a:: Y :.h
_ '�.�.^„ ,.�'� ��,y,,,.
.�•;'_�'� ��f
- .�Ji'�y' .�
�NrS^�d' ��, i'„
`,t�r..� �.����e� ."t'a.
- �:.�:.��:. _ .M
'-1 ,i1nn�, ` .{�.,.:.�
..0 �5. �
t, � �?; il.,.,K.j.�,:.
_r
.��.v s.,
i
_ .y�i.
r�i[}� �, �����
..1:�'�.d:: _ �w,.
' �']'�ij�'. -�i„
- �t
� tl
:�V�
- ����•:�,��>� !h
i 'i '�.
_ � �t',1.�` f:+:y.. :S
- ��.�C.�.x�'_..;.�... -
`.!��",' - �..'s3?�:.i:s�"-'� .
��..�.�.L':.L�r_���^`p J� r"�'
' - .,s�4.,::s.iu.-,."
��� �.r'.
- _ - - :�.:.:�� ���4.
- ye��•...x
,�. ,.., ,. . �: �,. .�. ..,
�. .. :..: -� -�:" .�
.....:.. .. .�:..:_w�.�� �.:j:'�.:=._.....�._.::w...._... " ' '_
_..
'�.:.� ' ' _ " ' '.-' "_'
;ir.�L:�`,'_'T'i,�+.;>o-^eF.'„+'v.,.- 7�^„".''T�.r•.-.,�:t`'-,'.Rr,y. " _S i..S"�'�1'i`_�.t�k:=_�'..: .�'�`-4^T�,',.'r�,TM _ =' " "' _ _ '_ _
3 _�^...s:. f. .,s. ,a. ::�;,« a���;--=;?;'D. ��-�xy�+- .
�'.*�? �s� i�r, s.
t,. - ...".�"'i�'
='f. i$
,t. ��F: - .�, 5
r>1a ' Sx; zJ'.'.i` .
- '�•; 't
4.;:�, b;
:n,, �e
;�i: r_x .w,-'� ;E. � :`�.'.�,`.".•
,a::',,..;'� "'f.=:.. a
�2'`� ;1�'°c ...��
��7, s
a.
.f� '��" t➢,�.
:,t�r'i: :,v.' `�.g',� �i�F?^,`�.. -.
�,c ;� ^.:1;: c.:�5;`� •�.
Y" �4'
:::tf'� r..� X
.ti -
^�'- .c. ir`
a^ 4'
"h;as, _ �J�"-�:
�%J ,.-t.. ;;r;i
�.I ,�t4;�y �'s:' 3.
�g N�, '
I t+
:"'.$ti'n'r� }c. Y;p�
.;.k'� '�;r. Y':�rW �z,, :�
�i''�
,,� °:ur�,.
�;tiT�� .�i�• .�i �f
Y.. 1+�.
t'.S'T,'� �tl.....; M•M,
..ye.>>'' :'I�,�.rn,:�i•i:;�`��:�''`iv� ,.t,�i���i:�
4� �4�. �,'Y('� 5�.:...
`W, „C� ,�c;.�
=-1�. N:'` �.t�
:.L.
�"{v y'�' .��_ ,'.��: r �'�
�C". :t'e
.1' -$:��,.�:'� '�. .:x;,u.;
- i.4, �`'.,
`:�,.s:,�,
•,-•'�.� -^F.vs ,7 d, 1
p?`%i,.. .E,o
�..1';� �s� s
�;. -i �'b s
'A
1 ���j">:';:
.7�L t�T�'�` . �$:^r. a ,,�
,u%•, °'?�:..�'" 4 -
:`n* .4.n,.+.�i.� -
MA.�f .:�
,r,�.:'�.y'<: !c`, ,��-
��
e�,� .t
'q .;,- '� � p .,a.
€
��.Y�"' :9' .:R.'�a
� _ '`ti,:.e:,:�v:_;:���" b$.� r.,4M
�: �
��5.`- ;n, '�,x.w. 3 �.�'^�' '3.% 2� L..
�y.� -:a ''�
+`ft. _ �:. ,:M_
�. ��t,� .r-
sa� ;i7'�� ;�'&, - >u��
:3' c' ��-'":�a"' c .-''�;�,`' ::t x:'^
.�t„
' - e a ..3.,�
r� - :Y - - '�,a... �E..
"�L �f, ....a: .iYc
.:�;.. '��-.'�''.J`� - - '�'i
r�, _
- _ �y�; _ �.,
�-�.�-:<` ' _
'§:ri $�a �'
L _
�L �
"K�"+ , -
r�a
,,+ .�'`'.:.,..,.u,
_ �""';"•- +`r.
b -�`er ,c�;; '9�
:tx�'". �°n
.,.-y„a.� J:.;��j; �r. :�° �
„�`: _ �='''�. .:�aP;!.
�="`,�'a. .;!� i 1-�
'"'�t',. ,�` ^`:�R v ,i& S
n, rT <t`::i.��- ti`:<`=._' - •ls_4�->;�:-
s, ,�-� -
zK".: :�,,.
'y^y,_ "`1_ - - "`�°''
s '`Fj. 'i�?� -'y�,'.`�'��5?'%. .f. ,��f v.
�F�tw. ' �.1��: .
��
M �
`'�� ��:
:�
- _ ..4y.ti.�.�.� - - -
k;_.,,:'_.,,:,,.,,.;; �; ��. ,�:
...�,.
,.,�_
a 'iy - ::�=-�...s..; n.���, _ ,�':�+.'
-�r, V�7�' �r- "-:�rta.r
v`F� "••f�`•.`' _
�Y
^3T"k S«�' ���", i 1 �:�" .,��`� d ..`G ( .w1T-
_ h'8� ..,g, ,'�,�..
��. .S.':'. 3� -
K:
`��a�e, .,r...
.`-,r,a�� - .�,
�' - >
ti
�,
- +�s:; - ';; .
,�K:+, �(
,�� -?��'t, `^i
,a'�'?..`.'' fi.r - . 'v� �.a
r' .,
�
��Y '�, �7�5���`�
���,-
�
,.�
�
`�..
d }�
tn .d.-'�;. 1!. '='�%=` - �.i�_" ";�;:;:`
�:��.. K�ry �iy..�.. ,e:F
lu',, sv'`^^;z`.
.;�., "i:�� ~,7
�4
"li .`y �50e
' r�-
�,i� ..�.J� ,��������r� ':�Yr'. �`.�
. Ul:y'
� �'R- ;, �-�;�`�
- � �.: .,,..,,:w=a;�'.
�
=f .,� �.
,7.`' .1:� J y.S� v�vy
f.:.% r�i
'.�...'Y�. '�wi'.� ",�'rrc:.' 1� �n
.`"��Y .4G'(' r.
:ty.r
_ .��vi
',�. :'r: a�: --
'a' - -�
�a
- �' � s '-i�' x, x�s^`''
':�=s: 'r`=' �,�r_- ..�' -� i� x
a��. .
�.�
=F.
l _ ��
_' .,�
- � @�
.:
: .. � ..
.. ...,�� . . .
- rr` .i a.�` -
_ .,a..,�,.<„ a'�.�'`�':
��.;: .'�',.....
;,�'� -
�D _
� -n<
9 x�
di?'- - e.r:`
_ +;�
?;.ir`�c�. :.r.:�.._ --
�-g.:: ,:�y.,, "=+�'" ---
�': �
. .
..;
4. � � fr= - ti / �
�r
_ 4�• ,-v.;:::__•
;yr�'�: 5,,�'::`.`'� ',f.
;.:�' - - . �.
i
�
I
_ _ ,sj"l-'':n�:
_� �n.
'�s
- �;-a�::��.:>. .:;�
.:�5.'.. - - �i'
.�
x �
�{ �<'Si'
�;.�:,
.-�r+
_ `.
�T��� `t• :.`f',,�,' y '�ft$'�"w
u5:,•
.au..
�';F.,^„ �: _
wav.N^^ ^'fd.^i
- m,.. �, ...'.
-.��* r<W' - .b
,�..., _ f) 'y.'' F V
i '1;�'�"4�� �r`.�t',.e�� ,
u. .�: �r s�. :'.�,,:- ,.0 :;�.
r �� �- �5.. .,'-� -
i:�f'u'';`�"� •rk
4:,:.'� J r�^�:.y.:.�
�:+-11:^.:'a ;r� �I,('' SL�� }
�','.s �
+.t
>. ��Y., -F.•,,: .;k�. �,fiq.
..,C�. :wi1:� ����.
Et". h4'. {'� f-��y•
.x
-`.� `iC�� W
,x. -.�r�= ,:b�, '.S
!1. ra
_ r';+� ,�^i
,..t'`r. x •:�� :i,' �^:;iL„
W; � �. }��.
`�r'��`.,, `C'. ;"
s �'::.z-;�';.��'..,.�,: ^.��:
�[S :.T-.,. �r�, �'�•:vti�:� �,_"Tn �5'�e-'^7.�i. ".rF
�:�`. Y, ,y's
�
Ss:r�� t',. �'." r-h. 7
��_ixn. � y-
�•« x� -
'�
.��`�`<, h�t'_:
1 r
.�: � "ti.": 4'=:fC_"n.
:i'i+�` jP1'n.,. ."'rj•`,�
�'cu... �Q
>t. .tii:;'' �.i-�•: ,,.v�
r:��:,�,. �a. �• ��o'..��
�;P� h�
'ar�� .a .s �.�. .g�a�
_d. �SY?.--
�t F
5'
_ 'F*<
' ��4 -
. :•3!��F s�`:"'�:�.�I�s�����
w✓i.c�
'::�" :;�a . Y Tt.�':.`�,,
...:�s.'� ��,.`� :;oc _ .'#",',�:'� i 1
_ ,t;` _ 't:�,`,. ,.,�-, ;'p':
F' r.�r ,s�_� S-`i:,���.
�;�`.< ,�&,
.a 4, ,�.. �'s'' .] '">"�raF.
..c �t-z.
�`4•�� .3.
:�' ,,�„
_� ��.
--�-., �';` - - .,�.
.:;,..,
;,„„�;.",
�ii ,y rS
x
--�`.''<;5 .'t�i='% ��,.
���.v.;';, -'
_ }� sJa„�r'. ".i:F ,.z'. �
� - {
r:'��
�� 'r`5'`
- ;:7.
K�'
'rt
�-
�,y
;��:; - _ - -
."sl M - �'Y'`,_ k;.., g
y�.G - c.+."'I`f.
,�y:
r.�i�
c - " J
T'1�' dL.
ji ~^�)i': � - ,.j
;�4: ;'Fr[,'�a`.r�
.'�
* -n
_ ,�=
C��..'
..1� .� ����.
�J
�1. rv�:`�' - '�i'� -
y3'';^
1��n
,q�i"; �%i 9...
�1�.� L.�. n>
_ y��}`..�a."a
Y�
v��;..i, .�'e�:�� ,,i':,-'.
.a9 +"'
.,k °G
:a. � ,,:�r,,. ,�i;.:.
'�. ;:p''
..�,, �-
w,_ ,.,t.. �h;
- �� f
- � ,��
;;� , ,'
.r,. S;r
s-= - c��, �.
or;,•��`i;`:^
, �w75�<�:L,.:�>,.
>i�'*"' _ ,y{�,i.r
_ �:��},, �,�.
�!iM._. - 4.
[-» -
,,.�'�y'k - _ _
�^
-�-�,-r��'" ___
_ Q;
�'�, - i<':'�
a!y.::"1�•i+.�r'� 5
_ �i�
i: ' _' '
_z
,r'`� '
_ , +,�y'
��..r:�<'.'`•.,
_ ;�/
..� "
y. . _
' ' /
'�. i•` S _
�i�`'�''� - ' ; - :
@'
�t= �. "���3•;�'...' �i":..::��.%1''
_ '-�.:�=�-�.�-t+y�.iY"
=t..,:.; - - 'i�''
,�� >t;.�,. _
S.
- _ ' ,_y:`{;�,�:. _
-��' .�e
"'.:i' - '�`.�`'F�-.^,...
�
'..Y , - �{
_�... . _
..:,�. . .. '
�oc:., . , ..,..-;„
....... 3-_ .. ;,-. ' 4 :
. �. , ..,
.-
x,:":'.
s,'�. .a .,, � ,.. v- .t ...-�•: . 'r•� "`,."'..:_.� .,k'�7 ' .l_
. , ..`
.�, h�r-.,_r.
_, �
� r:'�sIX�, . . . . ...`r = ... -� � . : _ :��. _ ' �/ _ _
;..:� J 4�.. '�. " R.� _ "_ ( _ _ ':7� :7�"�� - - -�
,,;.
�^ - �F
� ��..
_ '.�'.;;,•'`
�; �.::. '�:":'/�::
� _
.� ,�
�ac` .'r.n" ,i "�-6� :$�r
..�� _
.'C, •.�..' `'i r'i..,r,�
'`:.,F� �
.:fd'.^ L�ct . :a;`'ed
.r-4�' ����P:�:
�..
-►
.2..- 8�:...
�T::°
s,�. :a,..
;aK��. & n� .
.����; - rv�' „�„'
r:^- r
s t. �'.:. `�
Ft• ,�q,�:^T',�,.»
v.w �„
1 '�
,:,j`' !j�, '. - .
�r
l: ,:�%::� 111. 'M
- t.�
it4i': ���c'.::r.. ,
;� .dt'� {
-.:y,. '�':�:::.., `.Gvoyi't°., :�:y
f, �> $
_:..-a
,i�;.
'i^ 1
aL.p �,dr'
.7.""��', �b '
.�ta-
i�
- ,�.` .'�: ' �s T r
.Rt S
_ �'�
ai�:�.v �%.:
a roen
� ..C..
q_r
- :�a �'.: ,-��, �,i
.s� � �c}� ,r 3 T..,�,g..:-�
;;�...� :'i��'• `•.i^ .� ,�.
t ••'I �a'
�^^ _
.�:..
-r 4. - '''s2t'
y,w
-3
- i�i��`.,.-
F::ir.Y'e F,'
"�'` - ,
_.:i�, _
::'��.,. - :;F-..
', =-`¢��..��_
_ �o�... �
..�,`:;,�_
..�.�-��,l_ 4'"i
��'
��,,� ;'.7�'. '•F'<�; ,t
ti��;�. �..�- �:,,µ�;.
.�: �...
��
�.�� - �
- =,._:
- �-�
.,�,:;,�_ - u•n
:� ,
,.:;t ,;.
-� � -
a, f,.� �;��
!;y��::��r
'� -
....yy.
.�� - ,r`t Y�
,::�
�ff - 'i:':.
t. :-,"
_ ".t', '`� '�w' _ '
- 0 -`6 �.�;��
2 2 21�'i G�J .x�
.,J - `.h� _ �t�`:r"
v„ qp,
<'d s 'kA. '.ii�s.
*,%r.
t'a.
��; •'.�x 1:. �'`.
_ •'{
��C. �;
.?+� .�'_... t i'�
2�!� u;�_,7
�L-
;>:i:.
:c:s,. ^''�;.1„v.,x
�:�. a,.•
e"u.
a
.:1'�+
'�.
•::.�. ' �Y�..�v.Y
e}�
- 4,y
- .11� �.� r,
�l f...
v�1:�:..i::a.✓1��".y,...: :r%.v.�
..��.: y
' �, S�t� fi:-:e..
'S:r-' �. } 9.:.
'i'v 7 C' _i ::'S�
,��a�'�3*• --:'r_. m �.` - t�¢
'�;G-a� �'�i�"�:�.:�:r' �`
�EPHYRHILL., COLOPIY.�COPv9PAh!'Y. _} •-�;.. ���.,.� ,�.�
_ -.�� ���;r��,,;.�� �:�-.- --
i�,=,- . _.m
`:;� };a�,, ,y��• ��,_
a�, � : ---� -'ci" .�i�;;
� �16`
��,.�"' - ' ,`r: L
- - �,-._.. - `a�
iz
_ f�? _
<�
':�?�"`r.a•:5��4� ' ' -- ''� . . .
.."�`:;"-a�..`:,.�-- _
_ _ .`z' - .� -
t:kc���:c^��� � f
>3.. 5!PB�i PG 5�. ,t= �� - ,� `'�>�
;� _ �;
�-`. - -
_ �„�:,
;'t?� _
'`�.� Mk.,
i�"`
_ ;,.,,,
r� -
;�`�'� , _
w�::.u
�:�,�y.
xs ''
_, - ,� ;y..:;.
- - �-*- "r
ty
'�!' .,,
�,_
- - -i�.
'��' ��
`'`r"'?, - - -
`a
r.,.
rc:�,
i ,:t` »`'�..�
;f,
- - ;�=t-,
1 z=':_.•-
�`�y- 1 -
_ - '��^.�` -
�'�`' -
- ��;;� .< .
., ` -
��,"�
': t
=s rv ( r,.'
,.,���
' - ' 1 -
- - - - - ':F:;' - �'��
���A��',";:��, .�,
,��
Y::i�'. '�'�.;� ,��4�w: -.�::� -s'�' : x';'�'.'„ ..1 a F:'�'"
- 4 "kv..
+ - -
t�' - 4 x�::';�
":ti i:t
�
.:�, `.4t,`
4.n. �'.7.i::a•;
_ ,.,�;,
:'.r - , , ..i
�£i:' -
�a��'i .,s _.
.4 r r.,:-.V,,;.
- �,:z�. _ y�? :,.,h -
- /`w..
_ 'f.
o`'S7�{�514�;Ae' .o,;�.,� {
{ :�,`
u���
li- J. � "�k,� '�:'
;:}� y.
xr,>,.
�i �Y
F 1''.a. .s':ki a:>�t..s
[t �1'f
_ (.�r`i� �f {a,��tili_•
t
:,',f✓
''� a
.
�'::�
... . .,,..,:: „
-'i:
ci "r"' -
^.;,.' �..;i•�.s..� ..�•'� -
�•,
�si
�:r.;,
.. 4�.....;��'i.
:�
.v':i.��::aS:J::Yy .....: �-; _
.. .
a..-.-: ;
� ".;.��::�
:.v'
�h:i.
�i. :,...n.,:. ^^"....!r'.q .
1; �
�
Y%
:1�.�.5�.'.:..:..,..'.,=T:.'.,'�u'•.•• !�'..:.' ��'F`�'u.
:.4.
�i"i
�.. �.��:.;��''l:�
i.'r.
.e
�
rt,.
. . a•�� j' �.'.
::i.-
....--
� �i;4
�.,��
.-..'�t�� .:^i; ..,.- ' .`t_�':'.':'_:...,,.�........ .. .�_4...�'._...`i� `.d:_ i' . ,..... '�"�v.�.
... �... . . -.. . ^ ,__.l� . . - - - _
..- ..���� ..
- �_f
��-.... v. ... ..�. �..:.-.,. ,..... . .r:.=:._.-. .,_�-�_�. �r...� - - -•.r• __ " ___ "
' :�'
- - �
i l; �
- .,..Yi' ' ' :
'.�� . ''^'"�,
- �� '
. ..�F,�:�:L.'±.�.: �„_•T....1. :_�.; .-., ..t.y.. .,,._
t - - '
-�`�'� '
r.y, -'h,.
�.�.
,•' . -`.�=--
- �_;_ ;�.a., ;,:;,
,_�„
�,_
�., , - ��;=: :.� -
���� �
.,.......�,. ,,,, „--.
-:�,�. -
�,.. - ���<='����;= M;.:n:.:s-..��..
.�
r..»;:_,s.:-.:..a
. �.M:'�. ri�.
. ,. . . �•-:•>v;", ."
...y.r r„,:.. .,.,:`;�':;�`�,,-�. �;,,.:,�.,.:��. 'i'; .J
s.:.... .
..1 t'+' " _ yrmy..."y,..
.\, -
: .:....t,r
:1i T"'�
,'
.�:.� .� �. �.. a:�..,. .I. .,-. r�..',�.:_,. . �.. ,� '; """"�:^� - ��. ' '.1�y. ' "
1�
.� �•�:..
:t�yw�.-: _ ' r`'�-'S.F.L'?�,
Y �.
.
:
.�. . ��,�n ..i r.n•.
�'�'��
n a.:a. i.:��„� ,.. .r .- :en., F1.� r'�„��
5. �,...=c;•::'F. ��.'. . . .:.t� .... "
.. ;:
.'1 ,a ..�.. . . . �.. � . ... .•.. � . . , ..�. .• . � ��Mm� � ' �*i±�o�.iW 't-
i
. .,- `� ' �, y. , '. _
1 .... , .. � � ��.. ..el..a. t .� .:.,,.'r �:-A . . +^: :''�E� -
. . .., ,. . . ... . ....:.
.,. .-., . . ...: : , . ...�r .:..,... _�. , . . . .., .,. . .. ._.. 4T •�1�."'?.�"S*`a+.w�` - *.y:;fry`;,. ,,_ . .. `3 ;}, :r
. , r,t.. F ,.. . .. > s ,, ... ... . .� _ , ... ,. . . -, __. .._---__ :.`'<'� ;,:.r'"�+- -.x-
„ .
_:�,:�
:
J 1 `F
., . . ... ,, r. •. � v _ �,;y '�. �.e_n'.n:�-..e .. .'.��
.a�.u..','.^
..,..�r�.�-.�.-.t ._. �£�...� �:..i'.i-, i . - .
. . ._)+. . .. Y I� _ . I . :�•.c..�-:�A.r...., .�- . :� a•* � � t�.._...: � � . �:
)<k1.a'�?'.if. t(5;:�.y%Y .r(�ti iM",�'.�'fr" '';3.�Sa'':�•x".:' �
r_ d �r �,,�"°. ;.�.,y.,�" `;t:,a:w
- - 3 :';':. .r�
- - v
_ ::itrY,t �W�
� Li..}
' " .�t."gy.j'.::y,:' '�. '
�r
"- , 't a ' ' ' _
.ht. �°.1
- _ '�r.
�`.:�=.'� I- �:�'+1'�n.�r�._� - �i"�'�l'' .Y"��1�•
.. - - � - _ _ _ ' �Ry :
- G:C�""�^ - Y'��}
_ ' •t-`~ 7iY' Pr`'
�:y: "
.:<'- ':i - _ >-�,
_ .:�:::.. _ _
��^ - - ,:�,„.,,;...`�:;:':
�
- =;a:�' -
- ,�. _-- - - - •�
- ' - - z,_.- -
- . ..�.;:. - �:a. �.'�1:
- r�i' - -
~-F�" - -
- ��� - -
�:i•;..
- ?t.-';, f:,: -
- _ s�:t°> -�:�
.. - - �i.ar� ,t - -
1��. .:.,�.,..�:
.,'�s.y-�7j .�'
. ,n
a"�
. ..;i. .. ... _ _ _
_ � ..m.-•,_:..
"r '"
., • . .+...:.�.-�%�� - -
LM
Z'
Y.�.
:`�
. _
' +..,� ��f. ��,
u�ryc^ry �,�] �{ {
��.,,?i:. .�r�,." -
{`'� -
�.
."�w: . 1 S'�.
�
R LL�i t%ut5 „��'� } �f°r:.x:� �'i.�. . .P.. ' '
,S � e t�. �w�C:.•�r�.�. �a•yy.,.:
�' _
i:.- ""^S�. .q'K�✓."'n`''
._ . :'P;..��,:..:.. r,ti+� .'^�;
_ " . ,.�..y� _
, v{�,i'.:=:i„:; '
, ' .,y� ...4':`:,:^.i,' _ "";"k
.���,,: ''?�.. _ 'y:.,
, :-+:^
�,->".�s.•�> - = - -
- ,:��
" i.:: 5:::.. - .�
1� f y�
' � .-�:'�� -
- :h�:.;
`il� . '.i"' �'1=�-`,xY'� �Z�.4
�
`��"..�
t
_ �;,(�,''i;: � :'j.c'R•�:` _
�I
' �'-xx'� .�.`7,'., 't%�„� '
�{ .r�'•:'� '
y�.'-�`.4u.' ;:�::%
j` �:L 4 -£"�' ' r^.'�5.^+:<c,..?`;','� ,i':��='�:..�.C.. ..�
- y,p.•` } _ Y/', :.��.
i" - " a7n. :`-s�",' :,xs..�.
&„ _ t-"-,,:,.,.e;i;.
�,!�: ",�i t, ^'By �,�x
�.• �_
, : , ..,�.
,:;;':r .::=�,. ..
:
> ., _� . ,.
'� .
- ,�
,
- •, , ,
.
f . , .. .. '
.ir. Y. ��_ . . . . , _ .,....
� ya P'
<
:°•.i
.
�
, . . . � .'�; � .�... ..:.'I"'' 'f ...,��..4;; •. :i.. - ±,.�.�. ��4:-.. ,u:.y.'S-+J+-;A:..'.
�ii'.
- r1N:� 'N:(:,
:. .�.. ,..l�:.�. � v.� . : . �.J.. . :......i , .t. ... .Y'�s':,<s'
y�
y � �^$'..,�^v +Y1. .�' .K�
- { Y. a'�?N!�'Y•. ,�-A'i�'.
'!a. ,EI Z+..:..
.I q °�
�:`, ^�F �f•;` .s
La, ..i-
t ' �':
t:t£. ��'t , ;'lb.,, a^2�"'^'-'^:o ^.F=..,,;_..
- �'. �.
s
' :R
�� - ��^x
�.I�.;�ci.�. , - .7.'
.t:� i�'��,j: •�.
ii' Y .�v
Jt�� ;-, A.` -
.C'`*� .tnr�.t
1 �'� :.:d"�is;.'.�..a
..� "�:R k 68'M'=;•;'',.
� a
`.���' ',`1F:' ra , +f. ��4,
, .o n=,
ur':✓�. _ ..,,q,�, :.`.'S�F:'yr<M, >t
-0.
� �'a!'" �'"•.;-.:
�
;,�,y ,�A� '`F a,. 3.
."�' �c`�S.
�3•
.y: .,,�},:.,,.,,�, .+., .�s
`�:I �.
;,�: ,�` „ y�
��, .e , e.
`a�� ;,•.,..: - , o-•'�tY••
:� �`
-r"> ':�:t.":y�-:�>i-,�5:.a:-�, .
�:"J. .7 �vJ�. .�..,.., +�A `T
^t
� „yi
" .,�yAe. ,r �riyr
^Y�u:.
n�+n ,,i:�.., �3
. , �3�A1�"a..,�.�, � ..
:Ka
�:�,.: j. ,•k, ''.,�`.�..,
� !u„
'..� _� T,�, y+k,
_ ',i_,. :�. .�-
.�
:�
t: � u�.e
`�;-t "+� �"` 4, F�,.
� �.
„�•": .�. S- ,�
.�.�.' r,r�.
x:r �,,.> -�+ a_
. `.t� n.
'�K..• _,t._ �:`�c':���.m::,;r�;�.;_' 4"'�
=�"�y , :°r'«
s. -� •�:
n,u }y
�s; .s �
..� � -
- .�Y� ��
"".�. .�x,' .,,.,
,,,.�t.. a-� ��--
� (
�. �'`�;F � ��
. - i 1 . �
•Y' '`L'eY+'� �
�
`r J"
�r'` - �
.bf�+ '
)_f� ��'["i � 1
.-f� F.• Ai" A e+:.
- "'k R
,., , _
��.
r .,.,
.
,
.:,
�F:i� ���
i.i :..,. .::�".,
,.
�
�i
,L.
y
..i`
...�. .�.. 1; .
�
�
.^.: � ... • : "
:
�t
:.�
.... .=- ..,:�.`%' `.' -'� r. _.��-�';7 :.ti - - � _ - .�' '•r'� r�:.
_ �:d� �� - -�;�::k ��•
F, :.
.
:::
:, ;: -
;�. .:3' t,;, .,�. �.;s T: �.ae, v. �:
';z�� 4 2.1:3 ����K =����_. Y� �,�..' �,�
,��, _ _ -,�-�: ..7,::� -:F - � -�
�� - ;s. °�'".
i�f �':Zyn -,1n4T ,�
'J� � 4.
��- �� an
,,1 I n¢
s�
" d?�.i�.w%"v.���.�.,P
_ ..i:L+;'i r:i�y, �����r�
:ff�' .'a^r`�:;i�
�
:�' ,:.7.'�:'.�> -2:.-� �k`.
,:'�� - � ''k
�.y�"'�• �.., ' -
� ;,�
��
?.i=�' ��r1 v
d.��.. - �. �..c:,.i.^.'"
ir.
.�
+.ifi '�•�,!'� 4
� .�st_ '^ ' � '�'^A"`l
-;�:.f, ,i++�
i: ' �td�]....Y'�'� �
�. - ..� �.>' ��.y''
��" �'
. ,,y.,. ,M1a�;.''+ �.
'�',
a. - ,'�^.� c
��;i.
- - 'C.�.4"'<.�.�:.�.h. - ,`p:�
Hnp:+•.
.4. - ,l. <7F�
3;,�. .,}: �J��
s1�,'
,�., r Y;`:,;"? ;� •wJ...
:.j. ��' :k�r '_'S...?..;�,. n.y�
F. "�F`....-����
-,.s, ., :�:''� .,�
,�
,� ;,;!>,:. «a. �>• �- �
� F .�� �� "3'�Y
_ _ .i`.. tJ. q `%sa. �
es"� �^`iie.d'�;...1`. -Y� +�
& _,F�-° - _ '�.. � .,a'�fr
�..I�:..;. 'G�_ .n.A
�� �'.�
' ..a+ ,•£4"'�'- -h ..`.-�
' � L.
' �YZ. -�r,.. _'$''a.,* ��
1� " _
-�_`� -,�a ,d`
_ v`L'^;4'�'t_ »y.
' C'.` i'.��`�}'��.�� .�:+f"Mi
- 2
��.5.+ G�"�� - .-q..
y�.: r����� c�.�.._.. - - ' _
' _ ' .+� °'�"
- •ec,•a_ - r�:�- FM: :'.��
:E».:":s. `=T: ie[...x ....�: ._���
ir:"
5 f. . _
��
.::'�'r i'_
.'
::.
� . � i��
"
^,
x��...�. . '�- t
.:
i
:'
.,f... '.�� __. a'.: . .
,
.
. `.
Y
.�wi.:`i' -' ..-. 4 .i: . ...
�'
��
.,...
c
�r,:
.
. . ,.�;..... �....;•
�
,. , : '}' .,:�:,:' 4.+�_. �.._., .. ., ^. ':'«..C: �.,._ - ss i<:' _s�. ,,;�'�.:�`�:,, 4'�-_
,t, s,:»
g
�
,
;, _
,.. :..„
x,,x:�,;;.
,�r
.,-.... ., F3..,3_ . _ _.. .. .�, L ,� ,� ;..- ;. s _.:.�. , ......,r�-w.�_ - ,�:,.
�,fr t,..= _ - _
�
_«.� .-�.. a
� - - - �:-s.
:�, „�:��:4:
;� - - - ..,�,,a,..e.
�:�, -�-, - - m -
. . _ „a,;-_ - " - �r. -
_ .-. ,. ._-_ .. .. .. ',.��_r�.. � . . - � � - _ _ _ ��_ �. 2:'F
. . . .. .. .o,. . �....,y�-...-. ....,� . >_•".,,^:.�.._..:..e... _ S� � � _
�
.�r _ _
, 5ee. -
:........�; , ,..,. . .. . �. .� . .u. .......�' .._ ,i, ,.. �. ,�,a., +e _ ' ' -
.,. : .-.. ..�. . . ' __. ..' . .o. .rt . .._ , t.. ..: �..v.? ...T. . '. ':: ,.A�-." ..{� :SY_"�::�'r ' - " - �:t•t�.':
� ' h
a..- .r..�..�
�. Y - - „n'"r'-� �
s�� }
£-.� `v�•..-
4�-S
j.,� �u,.. .:t -
- ../". L s:� $"+- - �'3:�'.
_ � " _ ..,�k:t::.n�io�,,.
.,L• .;.. �y - - _
lq.e P:%1':: .a')�r:.-` -
... .,...... ., . , r. '.,.�..�...
:1'� '�i" �:?: ' '
- _ :-p,,..So--
n�. ,w:. ,r.i,„'. ;i: �;�i:w.:�':
- .:,{�, <.i:i�i
- �:4,:
..� `.;C'.' ,r�,'. � '_ .2
'ti'.. - ".3�, l.s,.
,',..:, �.,..�,.. .,�... . .
..� �� ;��. . .._:�:' ' i :e "?_�• - ��'''�,x.°-:��.;: i
+�i^ ... - �'p;r�v:��J'�':J:,�^� :i�.
;� w�F� �
C
R .t•"' iY` "
.N - ,eZ'�n:'.
��.
.`:',,; p..,;;:..r„"..�.`
'^i�.`wt,. "2xe.4 ar)�,. 1
��r£i-' :iy.
,4 �5+_ ''l�,"+���':"�'
.1": :?3i`�� "i'�� ,q.,,.;
.$'
:.'r ��L��... �=:1;��
i iu.�.��:�i.. -.�.:v..,. ,.`r.�h,.:;'
;.,� '`»�,rt. _
.,,�_ �"a V,4;:: r:f.
_
�.R,.:, .•:• � �`�:.,�'�.,..{• ',N
d.. .�".''tiri..
„�' �.
ft'7..b
J..•
,''i" ..sxc:�::�;i> ...vk
;"��r;:_A�,
l. ..r�...,
�,��! i�'i�. � ,` ��1. ...<j.,le.
h'f�'.� i 3`-,�}
,\.. . :. .
.. . . , �: . -�...;
',�. �.2.:�::a,�
'f".
--r�'•
`��:
' ::1"n, y..4-�.iYS�
.�Y�`4
i :i'�- - art5-:.,:v.
�"�+'
- ":ti'-. " .4':..�.
= '':y!:aY �' _
�T.. -.:�',;:,i _ �'.:ft.:..';^•:w.c. _ _
-�'�',- �'�� �"'v+`.''"c`
q:, ��" `�`.i
:{... .y.'.:F�r .�-`y,
' .x....-.�'� � �-�..i' �lY:'i��',��^.... ..H�
�'_.}>..` 'i.��G�u n��^' - ti - ....f
*�:�.., ��^_-'
�Y^� ' _ ' .�'✓v.:✓r "
- _ _ _ '��l� - e'"�^ - - .� v
- `�:� .��:1:!:�_'�..�_ ..�`J"t..-`-""" � '�.C_"_'.`...��'.:=�
_ .�.,.{�„�'
'�.. .� � :�_ _
v.
.......at_..,-,�;..- .:..: _
_
,.ar v`.,:
-.':.t�.�i-. "..c%w:. � .:::::,-::<5:,`"'�
:�i(
�`Yi =_ _
:
. :�-�, � ...
....v'�..�:^. . . . ..
...
s:�.!r
.. ..-:.-� " :'"�'
a�
{-�.+• �ti._ . ....�..: ^...���•i�..�...��t. _ ...;: .�....�:.. _.
,
:;'�,.
- .�., � : .. �.- ......._.. ... ........-._ .- -..._. .�-�..._...._.. �'r.-.�Y.
.
:',E
..� . _
.
-= ... .. -..�-...
�..."' �..,� ..._ . . .._ . . '' "" _ " _ ' ' ' _ _"
,..._.. . n - ..-..-...... _....�...�.�r --..�'__ _""__" ... ............--,.. ..-._._.. -_ - �:4.v.�.�"
`�--�- - _ _'^.'�?.�1��' -m--rFva�eY^.
'�"'�^ _`�t'^C,
"'�.�.'
'Y,. . . _.. ^ .. �. . ..,. � . „ . .... . <u�.. t...�...� y'-�''
� .... .. , Q .., , . ..� . ..., , ,:,.._..-� .- -. ..,.' ,' . ., �: ".'TM.'
"'S wy?" .r.
., "...`;"'_T. . .- . . . .Ti- ....e.. ......_ ....:
,..,. .,.„�..Y-:�.^ '
�. !. .�. � � "aia.. �Y�,r�.. ..,'i•r!�,�"--s`c..�-=r�' - ',.��i
�*^�. _s ,n.:... y _��'�
`�... _,r.t..:�:. =5c�.
�i'�+' -`'�c>-.
.r.s_ � �.3��, .i4 �� -
��1,- .•R. .S, �.Ce, '":1 L - n..,� K
;N, '���-� -,�t.: �TM ch. CF i
4_. S, _
,.�., ::Y�'s .,e,:c.:'ts;;;��';-[,��i:;:},:.
'��-
.s� -"��.�..��,�- �n��.�,+, ,.�, :�.
�^d:.�a:.-. .3+ �Y":a
,e��' ♦.1t .�`. o=l- ,r;f�c..-'..:' '
�V; � ,'fr.;i`L' �,
�c7. .�.k' °:jv�'^"^i .ti ..f,.
�'� .�d .?'. ..%i, ���7�.
::'M:, :5 .£.�"= .,1..' �^ir�, .}r..:?'^"s'?'".�� �:,(v'%`�.
,..:�si1:..i'�i. •":^.�-':SNS�c-�„,5��_.,�...�.u.. V".�. ..e. �� .��� :,;��
e �.� vC.-�. �, ..� " �„ 'i u..�� ,�.., ,t` � ...-�'�K°,der,., .. ..�..:f.'r,.^.`��, . "::y
I i .`a� �„..n+., {`... �_1`.. .„o� .7". <?v. .�., -��-� .b - ,f �f.
,�_,. ..�� r r�x, .'�...�, �s.n- �. �'_��
��, o�n�
*,n. .t' ,,,�.• c w:8'. w:�• �t ..,�,:" �..t.` .�..^::,.,
y. .s.v�' .�'�.>
„< . . .. --«..:......�...,.....:s,.,w,;c.�'a.��•.. , ., .,.... .r.; ,-.�
..�.r... ..,� ..:.� .. _...... � .. .. ..,, ._ _ ..�,,y,,..,.. : ., ,:�t.4�r..,. ttk .tx�.� ..i .-.^:.,:. ,�1ar�H��t .�, ,d.i r�..
,�. . . � . �' _ ,. . , _.,._, n ,1C v .�:. , s. . .. ., ,,.,,.,��, ..v1,nw,o-��� .�.,,..L". .r, •�y:,.v� '��i
.. _. �.. . ..... . ., , ,+-._. . ,.r . W,_„�, .,.. �.�.'.'�,. - „1 i.. ,r. ..�i!;a .A'ti^` �..,w::e,. �rr, My,; �F:.j.,.,, a�,w,s. !:p
� �r
, 7 ... .. ,... . . ., ,..� . . ar.. .,.�.. �,.. ,. �i...,..� ,....... .� .,:.�....i....., ,r+,�-
.,.. ., . . . , . ,„ .., . .. .�. .. ., ... „ , _�. .. . .. � i�a : •;.^ ,`t'._ ..c.. �:1..� - I
,.w�..n: �, ,
� .,v..��
" , .
� :..S.e.:..
r r. . � . . . _.. _.-.. F ... .�. .�. , ..._-.i_r ...., ._, n. . , .n. ...... . .. ...' _ _ rJy:�::1+:'=^"ti'
i. ";.-:,n a;i"
.._..._-_.. . , ., .. . ._ .. ...n ., .. „�� , . .... _ _,.. .. . . , ,. .,. ..�. `�i tiY-'x'_ -
E �. s
';:'i:
_x-..
{� ,ur'.. .o-_., 'e3�
�.r. _ .��Y�.,.T
- .�-�
_�. .�;. Yo'v;:c„_c;�,iE'�;
_ .,, y_3�.
...> . _ .. ._, . ,,. ;-,
,r.,....�,-;. .,•:'�.;::�:.;r�.�-,,'.`_..;:_.." �.,.�: �'e:-- - 4 f,s. _ - _'
t
:a. ' _
:x_ ry4' ;=�`r�;i�
�j� _
- ..�" �.i�' r:'^i ' "
' _ �}_'• _
<�,k
r t"= '
- >`;+a'-'� :-"-ti�`_.. �r - 'f n -
_'�..
� e:ra� .��r,_,y ,��..; _ _
- °�.': 0 - f =c7::,.. +�
;.�•� ;� 2�2 -
���.'�,:=�"
„• :f.,'
=�..�^�'�`::.
Y
.���'r_-. �iM 'T RO'.D.�-0� :a"•
�sn-.• COU
_ �v
.y�.` - .;�:`_`
t�= _
- Y:�'
.� 1� -�<: '�"�=.
- - + �-�` ��'
z�Y::``-r �'�;:'>'...,:''':�' -
..� -,•s,,.��.:.
t =�a. ::3=�- _ ,,..,,.,. ..� 'RUA
��� Ca - y
,r�2 yU,-� �.V
- 3
�^,^'r4,.�,�s" _
�- ..n..� ^��=
3., e..��,x�_t� � r
�.,::�
:at• :. . ..��. .� y
W�-
....�+�- :',rr�
. _
.
r
..,s,
. . �.
.
.r
._. ...,"..:�;i.,:"'t"�`u'.xo.v�` ........<c.-�.i.... .,..?.4 . .-:,:�� ✓-,�....'-ic� - :�, ,:f�'
:`5
� c .
� . �
�..:,.r _ :'...�1.
.... ,_...�.. .. � . . i..... .,f.. C 11 . _,.�.�n�t...� .. �... .... r•"n'i r;'�"_ rr'.}'::'�"���-
y� 'l m' '`t��,'i'
v` _
Y., ..5.. �� ::Y:; ,,ti,1;x,n
o r!.. `{,'. 's,j.?: _
-J. - ' _ b�'� 1:,
.`"v -
�Y.:. d_, .✓,:3.5:-:
� 'Kj�, �.f%
m-,r.��, .� . .A . ,.
';.:��.�:...... ..e.s;.,�".a.�.vG,;.,J.,,.�..:..:�.: `��.:.5,�.'..-.."��:=.� :� ^.Y`+ i�h
��.� ,.!';j:.�„
�R�.a"'�'."':?" �Y i4^R�l"„
S, -�M+� , ._a'�
�{.. ��.Y''%��. '
k"'� -3..1� �:,{
P
�"-�Cv-.��j"
i '�z'�':�.::'.��:�:�=: ZE tiY
��.,°., R PARK. ,';:�r'�
•,_.,,-?�:. •;` �.,.-,,..3,
.. . .,, a., :,�..... . . _
... , . .,,_.,:._.:. ,..._... „ „:.._.
,:.-x,, ,
,
�,•��
,.,-..,.-,i�:;~=:...t ,,. .�,.,a a:
� ,�r'� ,.fi<.:s.�,.,. ..�o
" :i2;,.,.,
.
....
.._ ..,...r. . ..,.. - . „ �x�✓:� ,._�. T. .��.,.._,....�::`' �o:.�,-� "+E ,.��'"`:ti ;., �V'.it,;:«>
.,etri�:i:r,_ -.j� „�
. ,..SY�_ �. _. . .. r., , .n .. ._ .. ..a_ .�+,.. _�.,T._.r� .. .., n'ir..�,. ,.. .... .`'.W2i':`d'�:'�.n•i+::.r:v
`t t. i�% �
.-c_ ,3 -
�w .�., .�,w
r�.- ,r ��y. ' ,a-�. -
�.. e�.E..- ?'c}et'�`:`=��.::^'�.�F _
♦:L�. -S� _ ���;';�y,:...:
� x
.,g�. .,�.X v�i`l ��'
�yF, .ir .�"-�1'.:':�.ji':.�_.i,�.;f..
....�/„T - 4t'Z',"��+%' �
.:�«>-.. _ ^tir <.•"_,.,,,..,. ..3.
_ i':�.,:;.�: =y�;-v.,.Ye.
�:::fl�:z _ �.�. n:'�
.�' - ' ::i'",:";s'�=•`;'L. �-c.,
3� .�?:S"",' c"i7'tc+� ,;.�6�v:°'; -�:.ra`.,r
:?s. - .r - �C:��''"',-
�^�a- ;KS w.. .1 t�'s;:=.:e,... ,m-,..-�....:_;:,.ef .� ,t::..'�,_
-v .•�::'- �.c.. :'`�
3�
'"� t"'�
`.f.�tii.. `.$:c�:..".}!^,
�rx „j->> _
- V•T '"ti'� ,'4- f. : �. '•k-:...
� ;-k". '�.' s,?q=^w "'.k ^'r?.'�„ '�:�.e:t`�:`-� �r��-
C��. ..T �` >' -`k= y't`r; :-w%'K :�3..
,�., ,�!. '�;s`>-. S
"ttN.x m'� ���a. .,f
a ..f.� ..-.4d3S.T - �xS`� - ^.!. u.:�;ak..r- ^1'_'._
�."� �%" -.�...ii�'i'wi' -'��i., �4
j- `� t v�� s. S�Y'.,.'�'y':i:.;tr �?�'% ;.�Ps:''�'-�:""-;, ,
'€�"` ..�;:-� �` .;�� «�. P 6�3�P G,1 Q � :��.:��.;ti;, ,g:.,r.. .��; .�� �-
r �,,.�+y�� y��-.�h" -� � ,._ �� �-. .:;�,r�.-::�:.a:�_;,:;�<:>;;,..����
�a ,,�- -•�tra �#�-��,t. r��r`-: .� � ti"�.-. �.�._. %�`:�°�_: _
.�w�. ��,'.�g� .�> :=tx»r. .,�'F"=`% a%�a .#�. <"§ �,_s. "t-: _.:?a.....-r.. .rxy���-� �.?:a�= y.4'i:_r:" :"�q:.^r�4 'y,:" . .
?C„'7,'�.v �l-.��1���d.�• ••.k• � >'„�"i4'c';�...�1 Y�.�. 5'�:v,+`:'.:.c w+.-.1. �'�.....'a.lS. - .if...1'{,�� .
. "r iv"
.r�
�'£ .`.�JB r 5, i...F _.�i�.'�..^.'._^�"':R-'+"�"T^.' ":.."':-.�^:C+-. -
',1a�5-,:t5.- ..'`2 ...+$; el..�%.R J i. ,F ' - _ "_ ' _ _ _ ^.r-�•_�roea.-e:�ti=v'^`.'9T.rr^^"'+ .
- c^.P.�.S..,. M1�d/=::', ^:jS1����;aT`, Y. vMW_. .cr+.�, :.ya,---"r _ _ _ ' _
v�'.,�`.'. :�. _ �_ .,,p�.V '
I_��y>. 'i:
yr
- ' ..}. -
" !�'�v� _"`_'.��.e."`�..-�..
��
„n;e .�yv
.�q,,," .xr:.
•s. •l, yY. :2'
.✓�^ ��.F�+-�' ;R� �'
q�,w ,e; �•.�'^':`�
�:..�: .1'� :�n '�� j
� 'S��ri ':�yK.:�"
""" r� ;:�.�.:w..�.,.'.� n f -�e� .(.
�'�, .a' +�4 A.i,�� �7r 9 � 't�" .
.�ru, *t
-i...� '3� '�$ .s,..
�• �.'." -'4`.� :.S'� � nR' .3.:� ��.
,.,'3. L� � w3 '.iE: �r,
"h' '�f'.%7. �-F. .`:1:�,�.
� a .Block C
_�,: - ;��'i?`.�.. -�. _
ti. ,.
�'.
.,;..;;,'. _ ..,..,:..� ,7
=s,:` `1
�'t
�._ .'yti':J.`.l�y.�rv�
�., „[...v <'.h. `�9t M�M�? 1"l.. ..J :.l,
s �....�. _.�r..i� .__ "_'_ _� .. 2
e ...�.�,. . _.. �.�.�.�_..._...a_.�.�._.:..1:a a> ,�._:.'��:t ,.. *-.]
_... _..._�____..__...____._ _._��._.._._..� .,L�F�:�.�:�"�':�..,.�_ .� _ _`.:�:..
0 20 4�ft Z$•253 -82.180 Degrees
+....�1..,....... .............,, ,.,....,i
�i�i�ni c
L
I
_ , , i
"O�o' - ,�t-^-- �V�� IY`�� I���.
. . _ . P 1 � ' -e-�
. .�:� -:� z-
. _ _ , ��.L;� �
�, ;;:���.���. _ �
,�- _ ��. �
,
- ,
:��_.��.�:«, - _ _ ,
c��y ofz�hy��;�=� �
BUILI�ING PLAIV REVIEW G�OIVIlV�I�JTS
� . �
Contractor/Homeowner: �,���� ��i�t,f�jp�r ����(��� ;
Date Received: Z— �_ �� G � ��n ��� l"��� , �
�
site: _ � � 50 � C',�— �'
I Permit Type: � i
�° Y��.G�-C�S,,� �vc�cc.�.�-- �,�
_ ��
Approved w/no comments: Approved w/the below coxnments: ❑ Denied w/the below comments: ❑ I
�
�
�
1
� i
� �
. �
�
' ��
i
�
I
i
I
I
Chis comment sheet sha11 be kept with the pernut and/or plans. I I
�z�-�� ;
:alvin �witze Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present) I
i I
I
:,,�r.;�.,.,;;,;i, I
; ,
�
' �
JaGquelir�e Boges ,
From: Jacqueline Boges �
Sent: Wednesday, February 14, 2018 12:00 PM
To: Rodney Corriveau;Todd Vandeberg i
Cc: Audrey McGuire; Kevie DeFranc; John Bostic; Bill Burgess
Subject: RE: place in mail box plans for ice box ,
�
Okay you talking all gibberish .... Is the plan ok for permitting?
From: Rodney Corriveau
Sent:Wednesday, February 14, 2018 10:34 AM �
I To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>;Todd Vandeberg<tvandeberg@ci.zephyrhills.fl.us>
Cc:Audrey McGuire<AMcGuire@ci.zephyrhills.fl.us>; Kevie DeFranc<KDeFranc@ci.zephyrhills.fl.us>;John Bostic
<JBostic@ci.zephyrhi_Ils.fl.us>; Bill Burgess<bburgess@ci.zephyrhills.fl.us> �
Subject: RE: place in mail box plans for ice box �
Dear Jackie, ,
Kevie and I reviewed the plans for ice box and have the following preliminary comments after an initial review(we have ,
verified that this is an approved use in the C2 Zoning District):
1) Building code is 2007 with updates in 2009, this is out of Planning purview but thought we'd bring to your
�
attention
2) The plans are Eight (8)years old, as indicated as such on said plans
3) There is no authorization from the property owner(ISHREE Corp.)to perform said work on property, including;
a. Landscaping (no plans included with submittal)
b. Buffering(no plans included with submittal)
c. Driveway access (constructed of concrete or asphalt, not millings, no plans submitted)
d. Placement of ice machine (rudimentary site plan included)
4) Coordination with John Bostic is needed for water supply and meter, as well as Duke Energy for electricity
�
Thanks, Rodney �
i
. �
I
� � � ��� �
�
ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY! �
�
Rodney V. Corriveau, AICP !
Assistant Planner
Physical/Mailing Address:
City of Zephyrhills Planning Department
Historic Captain Jeffries House �
38537 5th Ave.
i
i
Zephyrhills, FG 33542, ,
.
Phone: 813.780.0201
Fax: 813.7$0.0005
i
Under Florida law,e-mail addresses are public records. If you da not want your e-mail address released in response to a
public records request,da not send eleatron�c mai[ta this office.
From:Jacqueline Boges �
Sent:Thursday, February 08, 2018 2:27 PM
To: Rodney Corriveau<RCorriveau@ci.zephyrhills,fl.us>;Todd Vandeberg<tvandeber�@ci.zephyrhilis.fl.us>
Cc:Audrey McGuire<AMcGuire@ci.zephvrhills.fl.us>
_ �
Subject: RE: place in maii box plans for ice box '
Okay you are weicome
From: Rodney Corriveau
Sent:Thursday, February 8, 2018 2:2Q PM
To:Jacqueline Boges<jbo�es ci.zephyrhills.fl.us>;Todd Vandeberg<tvandeber�@ci.zephYrhills.fE.us> i
Cc:Audrey McGuire<AMcGuire@ci.zephyrhills.fl.us>
5ubject: RE: place in mail box plans far ice box
Ok, 1 will swing by 1 am in the middle of something right now.
TY, Rod
�� �
. �
� � � ��
�
ZEFFIYRHILLS-NONIETOWN AMERICA IN THE NEART OF TAlVIFA BAY! '
i
Rodney V. Corriveau, AICP �
Assistant Planner
i
Physical/Mailing Address: �
City of Zephyrhills Planning Department
Nistoric Captain Jeffries House
3$537 5t''Ave. i
i
Zephyrhills, FL 33542 �
Phone: 813.780.0201 �
Fax: 813.780.0405
l9nder Flarida taw,e-mait addresses are public recards. If you do not uvant your e-r»ait address released Fn response to a ,
public records request,do not send electronia mail to this offiae. �
3
2 �
I
i
From:Jacqueline Boges
Sent:Thursday, February 08, 201811:55 AM
To:Todd Vandeberg<tvandeberg@ci.zephvrhills.fl.us>
' Cc: Rodney Corriveau<RCorriveau@ci.zephyrhilis.fl.us>;Audrey McGuire<AMcGuire@ci.zephyrhills.fl.us>
Subject: place in mail box plans for ice box
Hello I received plans for a ice machine modular installation to go in on cr 54 . Could you please review and let me if any ,
additional requirements would be needed. Bill suggested that we have you to look at before he reviews .
Thank you
--.
�4 - ,� �
.3 ° �
� +'~ ,i
i.� ' �� � � � !
dackie Bogcs ---_ �"
813-780-0020 ext 3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He
Himself we have."Dwight L. Moody j
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in
error, please do not read, forward, copy, etc. and delete immediately.
i
�
�I
i
3 '
� •
,- . .
��r��''�' .J�s: -�t't' • .- •
,,.s ,
k _ - + �. _ ►,, z ,ex
�;a ' , -
. • � ��;� � ��` � 1
•• �: � 4 �� `
a �..�_.. __ _ _ # �:
.
5 '� �; ' ,.� � 't�.�'E'
,�' �_ *,�+�a, .� . i = `� m�`�,
, � °� .
� � } s. [ # . ..� . - � . . � ,. .ti. .-.�.....---- -
�—R"—1 �. '•r� � �, y�:�' ..;'��. _. .
_— � �f „� �y �.��' ,� ,� �. r� •
• � .�
. � . I � .
; . � „ u
� .. ... ,,,: :, ..
. ,.:r „ n _.
,, :�.
4 Y . .v++�w•�w+Pr�.I.t . . .. . , . .. .. ._ . �'^!"�'�,-.:�+�.�'" �` �i�.
} 4 �? i�t ,'� ' `:t- � �';� �Y . , Azr * s `��f`� _
K� i . f k r n� �����.- �� :��~.
x� ' ,
. �. ;
.
, i . +� . , . . . . ,
y��„ � • �j„ . �,� . . �.:�'at , ,. � ^ • _ " . �� . .
ua: s , -
wn.N S",y :. �r�. �' � .. ". r _ tzl.'-.s `�"^+3�
.. '_. :i : t � ` � Y L...
�
_#'�yY ,'+ �._ . .f^ :
.
� � r
�Y �
3 g.�� ��,. � �. . ;{:� . ' �:.�y.,- _ �
��' f: C Et�r `� � � � � , t.�1;. ��� 3� }�.
_ at+'. . ,� .. •� ��: �,y� £c, :. �.:* ` .
b'� � �Y � h � '� � � .,� �..� .Sy �'+ . 1
l/f �� '
,"�"`}'' • . rr "r � ` �r. f rK ��'�x,.''�, �, �� * � . ' ,
//��1 , '
` �� ; � l M f� �� ' # ��'{ �r-. <��'��~ � k�y � �F '
� � ✓^ //r �'- L�� � v��€.� 4 `
�' ,►,//f�, � �
_ �'�+ . ^l� � Y����� r� 3 ���( �� w��ki��' � .
�p� ��(�
i� ��j`` '�1 '� _ ,„^ . �+P�- ' ,�{�,�,�`_ C"y,,�,,�ii'��(��' x�'� ��1�,y"�s��'i . ✓,r�,
� #,,, ��. 'qs tk .e�,���'��y.y�t �l '�`t�:+4' A; �'� �
, ,� ' �t ��:_�` � xmY ,r � �"� s �'��..J�
� � ��k y �� t; '�r++�'v ��`7+F a..n��+�.��i+a�a�'3p^� -[ �:a,7�'� .,. ..�y
�. - �a,�,;�;������'r... ±� -�1t��� � ��: y�
£�� �r' � r� � � ��.�.�r i
. ,� -,
, � �` � , ; ,n � i, ;r� � , � , -��.
� �,� rt ��� � • �
� �..
.
.� _ ,.�r, � r :�� '� � � 2�s ��'i�'�:. �"�`19i s
, , !� #' �, t � , ��
� �� " '`s' ; � �.��'�����a�
� �� ._ y�} ,
=� �' ��� r ^n• � ; . , _ . � ...: x �#,._ ��~� , �..�'
�
� �. r � +.� .. • :. � � r� ,., . . . �,' ��,�; `�t :
f �
� ' .:� �.��}, j � . . . .
�' kt .^� •.� *�. �� ��J���,�i,.�� .. -
.,1�, � �' ��..
�`s{.`�%���w y ��� - , � . . - fi yv� � 6 �� p� �'�� ..
.
# . T -Y'fE}��_ �,.t -S..L. _ ` _
� .
. -
� ,.
:� ,,? ia %i� .` `(1 ��ri+ ' �".
� � .a� " .r.-...;:�. - _' . � . . . � � -.
� . ,,. :
: �
, . .'
� �t, . � � "i" � .' �y :n..._
��. . _ � ��� �i'~��
� f 1 .� � � . '�`.t 4'Fc I`F, � ,
.�. �f�Y •• f'e+ff �K �v,l6.�.
'•.'r ' k': �
�k
�
�.:..,...t. � .` � *?}����i�����„ _-.,. �., ._�.:.,.... X ar�.
; ,�i1�` � # rtr f� . �� ��4 ��� .
',�'y _ ' .F'��,�` :��-�`rx'���� �� +� 4;c� a4.w �
� .�r �': - .. . .
�:• _ . " _ �� '
: . _ :..�.. . . � _ av.
. _ .'..l�w�N" _
. . ,
'
��e�:. ,�4.:�x-�r�-rr-..,.,nFC.,y�,c�.w `�S':" .,,,e._ �- . � 9�L"'-�--`. . ��� Y�. . .. _ .. . ..
; ' �.;:�+im..�.�tA..,+i;.ra �x�c:A*.a p ` '� #..+. -s�. �u.,,p'� � � ,, ��55 ���
_ �s � � i i, ,'w: � ' � �� :}`� �°�
� a+�>y aa zinr-
.i� y�;_. � �t,4�'r'Y;.n._ . .
. . . - , . . .r n.
�
.
,. ,:_ �^ . , ,
.. , . -
� -
. .�_ .. . •� . . � �,
��.: - . ��� �.,. . ,.
. . . � . �. . . , ,
� , � � "�, ,.�. � <<
,�-= . ,�� :� < i>;.
� ri ..::
_ .,,.� ,. +.i_�. x
�: . ,. .. .r,µ '
.. �n. .. . .. .. .' ".,s.. . >.
'.,�.1.,�r '
1. . 1 • 1 � �'■ '
� .� �. •�. •
i
. • �
Jacqueline Boges �
From: Jacqueline Boges
Sent: Thursday, March 15, 2018 5:00 PM
To: Rodney Corriveau �
Cc: Debra Ruffell;Todd Vandeberg; Kevie DeFranc; bmscharber@gulfcoastice.net; i
chetan.patel@hotmail.com
Subject: RE: Commercial Check �
i
Need the plan back when will you bring over? Indicating all on the cc form is what is needed at final?
I
�. '��� �
.�� �; j
4). , �
� "� j
�
�
dackie Boges �-- " ''"--- -
813-780-0020 ext 3�>3
"A rule I have had for years is.to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He
Himself we have." Dwight L. Moody �
Florida has a very broad public records law. Electronic communications regarding most City �
of Zephyrhills business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in �
error, please do not read, forward, copy, etc. and delete immediately.
I
there will not be co given for work doing.
From: Rodney Corriveau A �` ~ � � �
Sent:Thursday, March 15,2018 4:52 PM
To:Jacqueline Boges<jboges@ci.zephyrhills.fl.us> '
Cc:Jacqueline Boges<jboges@ci.zephyrhills.fl.us>; Debra Ruffell<DRuffell@ci.zephyrhills.fl.us>;Todd Vandeberg
<tvandeberg@ci.zephyrhills.fl.us>; Kevie DeFranc<KDeFranc@ci.zephyrhills.fl.us>; bmscharber@gulfcoastice.net; '
chetan.patel@hotmail.com �
Subject: RE: Commercial Check
I
Jackie,
I
The contractor brought the updated plans for the ice machine over today. I have reviewed and they are ready to go to !
the building department.
i
Prior to the C.O., as indicated in in this email string, all work on the property must be completed. I will sign off on the
commercial check for the U-Haul once the work is performed on the attached requirements. �
Thanks, Rod '
1 �
Chet, wants to� rent U-Hauls and prior to issuance of biz license, he knows what
h� will have to do and has agreed to do, as indicated on this list. �
The attached commercial check must be completed prior to Blake installing the ;
ice machine. If it is easier, Blake said he would help out with the list.
�
Bottom line is the store cannot get the license fbr the U-Haul and Gulf Coast can't �
get a final CO until all work out there is complete for U-Haul commercial check. �
I am copying Blake on this.
Thanks, Rod :
� '
. � �
� � � � �
ZEPf1YRl-/ILL� - f/OI►�PETOWN a4MERICi� Il1l TI�E HE�IR7" OF TAMPA BAY! ;
Rodney V. Corriveau, AICP
Assistant Planner
Physical/Mailing Address: �
I
City of Zephyrhills Planning Department ;
Historic Captain Jeffries House �
38537 5th Ave. �
Zephyrhills, FL 33542
Phone: 813.780.0201 �
Fax: 813.780.0005
Under Florida law, e-mail addresses are public recorcls. If you do not want your e-rsiail address released in I
response to a public records request, do not send electronic mail to this office.
�._-.r___.__ __ .- __--- __.__._---- - --- ----..__-_. ._. --a------- --------.---_____._-.-----.--_--..____.,_- -----___ .._. _ .__..._._._ I
From: Debra Ruffell �
Sent: Friday, March 09, 2018 8:43 AM
To: Rodney Corriveau <RCorriveau@ci.zephyrhills.fl.us> �
Subject: RE: Commercial Check ;
Why do you need me to get in touch with them ?
Do they not know this information if you had meeting. �
Jackie just told me its in your hands until its approved.
Sorry
5 �
I
�
i
i
� , �
L �� � 1`�
ZEPHYRHILLS-HOMETOWN AMERICA IIV THE HEART OF TAMPA BAY! I
�
Rodney V. Corriveau, AICP �
Assistant Planner
Physical/Mailing Address: '
City of Zephyrhills Planning Department ,
Historic Captain Jeffries House
38537 5t''Ave.
Zephyrhills, FL 33542 �
�
Phone: 813.780.0201 I
Fax: 813.780.0005
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
public records request, do not send electronic mail to this office. �
From: Rodney Corriveau
Sent:Thursday, March 15,2018 11:07 AM
To: 'bmscharber@gulfcoastice.net'<bmscharber@�ulfcoastice.net>; chetan.patel@hotmail.com
Cc:Jacqueline Boges<Ibo�es@ci.zephvrhills.fl.us>; Debra Ruffell<DRuffell@ci.zephvrhills.fl.us>;Todd Vandeberg
<tvandeber�@ci.zephyrhills.fl.us>; Kevie DeFranc<KDeFranc@ci.zephvrhills.fl.us>
Subject: RE:Commercial Check
Thanks Blake. �
,
Chetan, remember, you, as the officer/director of Ishree Corp. are ultimately responsible to keep this 'i
checklist up in the terms we all agreed upon. Non-adherence will result in reporting to the Code '
Enforcement department and citing for infractions.
Mailin�Address ;
38509 COUNTY RD 54 '
I
ZEPHYRHILLS, FL 33542 i
Re�istered A�ent Name &Address
PATEL, ANKITA
682 MAITLAND AVE
ALTMONTE SPRIfVGS, FL 32701
Officer/Director Detail Name &Address
PATEL, CHETAN I
38813 COUNTY RD 54 UNIT 4
ZEPHYRHILLS, FL 33542
2 i
I
1
�
CITY OF / / / / BUILDIND
ZEPHYRHILLS DEPARTMENT
OF ADDITION OR CORRECTION ;
� • • - •
�
;
qpD�RE� � � �� ���`T j� PERMIT�R`� �
a
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the iob
I� will be accepted. �
�
� ��`t1�b ��" ��'��il� _�d f�� �1�- �'�"C�-
�
i
�
1 ��`���C� ,, �
�
�� �� �— ,�- S''' de� �^�y� -c �sa��,N 6 ��k s� �
� s � t,�� � � � ,
�
�
�
It is unlawFul tor any Carpenter,Cantractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the woric with flooring,lath,earth i
or other material,until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION
the installation. 1� ���I���� "" '
OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR k�� � �
- J
i
. �
.�, �..., ,
Ja�queline Boges �
�
From: TQ Randolph (City of Zephyrhills Support�}:<support@zephyrhillsfl.zendesk.com> ;
Sent: Wednesday, April 25, 2018 6:39 PM
To: Jacqueline Boges i
Subject: [FATHOM] Re: 38509 CR 54 bp#19123:.ice;hut machine
I
I
##- Please type your reply above this line -## �
i
Your request (#208824) has been solved. TO REOPEN THIS REQUEST, reply to this email or click the link below: �
httos://zephyrhillsfl.zendesk.com/hc/requests/208824 �
i
.i
� TQ Randolph (City of Zephyrhills Support ) ,
i-`, . ,
`���' Apr 25, 3:38 PM MST �
Complete. 88281 7-2988329, SO #668089
Best Regards,
TQ� FATHOM Support �
I
I��- ' TQ Randol h (Cit of Ze h rhills Su �
p Y p y pport ) i
I --� , ' Apr 18, 7 52 �M PvIST �
Account created, pending mapping 88281 7-2988329
Best Regards, �
TQ� FATHOM Support �
.;.
�
)acqueline Boges '
�_��- ' �
Apr 1 7, 10.04 AM MST , j
i
New service water and water meter only for ice hut machine 38509 CR 54 bp#19123 need 3/4!
water meter. j
This email is a service from City of Zephyrhills Support .
i
I
1
I /
I \
� I
Ja�quel�ne Boges
From: City of Zephyrhills Support<support@zephyrhillsfl.zendesk.com>
Sent: Tuesday, April 17, 2018 1:05 PM f
To: Jacqueline Boges �
Subject: [Request received] 38509 CR 54 bp#19123 ice hut machine �
I
##- Please type your reply above this line -##
i
Hello Jacqueline Boges, ,
We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep
you updated on the progress of your request.
Best Regards,
FATHOM Support Team
�
TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below:
htt�s://zephyrhillsfl.zendesk.com/hc/requests/208824 �
.,, �
� _.. i
C .:= ; Jacqueline Boges �
��-�— � �pr 1 7, 10:04 AM MST
�
New service water and water meter only for ice hut machine 38509 CR 54 bp#19123 need 3/4
water meter. i
i
This email is a service from City of Zephyrhills Support . �
I
i
�
i
�
C
�
i
— J
i
�
Cit of Ze h rhills
Y P Y
Water and Sewer Impact Fee Calculation
� ;
' Land Use Type: '
Laundromat �
_---- ---_.__ i
No. of Machines �� - 1� ,
Impact Fees ,
Within City Limits Outside City Limits
Water Distribution System $ 705.10 $ 881.38 ,
Wastewater Collection System $ 1,417.25 $ 1,771.56 �
Wastewater Treatment Plant Capacity $ 793.75 $ 992.19
TOTAL $ 2,916.10 $ 3,645.13 '
!
I
I
�
i
I
'
J�cqu�line Boges
From: TQ Randolph (City of Zephyrhills Support)<support@zephyrhillsfl.zendesk.com> �
� Sent: Wednesday,April 18, 2018 10:52 AM
To: Jacqueline Boges
Subject: [FATHOM] Re: 38509 CR 54 bp#19123 ice hut machine I
I
I
##- Please type your reply above this line -## i
i
Your request (#208824) has been updated. REPLY TO THIS EMAIL or click the link below: �
https://zephyrhillsfl.zendesk.com/hc/requests/208824 �
, �
�
� �" ; TQ Randolph (City of Zephyrhills Support ) ;
�}��'_i �
Apr 1 8, 7 52 AM MST I
Account created, pending mapping 88281 7-2988329 �
Best Regards,
TQ� FATHOM Support ,
� �; i Jacqueline Boges ,
:r�_1 . '
P�pr 17, 10.04 f�M MST �
�
New service water and water meter only for ice hut machine 38509 CR 54 bp#19123 need 3/4�
�
water meter.
�.---------------- ---- ---- - --------—— ___-- --- ---�-
This email is a service from City of Zephyrhills 5upport .
�
�
I
i
i
1 �
�
;_�
� ,� r `:`r����`<_^�_.-�-��---�._`�k� �GG�� _�;�.¢.� f
� �
� zs ,3� 7 `1 � 3 '� b ,-��:;,:�, ;
�dd�� ����+p�����6Q� /��'�s@+iinn,,I ',� �
,. �`t,
COM�f E�CIAL CH�CK �=`'�`�� '
9 Planning Requirements �
813-780-0006 - �
Scheduled Date: Scheduled Time:
Business=0inrner: ��; �����A� � � - ��' �''� - '
� Busi�iess iVarne: t�.1 � �� 1.�'�y �o� ' '
, �
Site Address ofi Commercial Check: ,��J�G G� .�� �u�S�'• ;
. y
Zoned: ❑ C1 ❑ C2 ❑ C3 ❑ OP ❑ L1 ❑ Other � I
;
Present Use: �P { �
, �
Pro osed Use in Detail: � � (� �� �—� � n� �?��`'a ���'� I
p
Are there any floor plan changes: ❑Yes � �,No
Plannina Requirements: �
❑ Disapproved —See below requirements.
- Site Plan Review: � Engineer Site Plan (7 Sets Sealed)
❑ As Buiit Pian ('1 Set)
❑ Fee Required�Contact Planning 780-0006 �
- Parking: ❑ Driveway R-�-W-Contact Building Dept
❑ Handicap Accessibi�ity ---�
❑ Sidewalk(s) �-�� '
[] Sw.iftmud Permit _ �1 ��
- 006 �C�����' tJ S '
tact Plannin 780 D �
- n sca e: ❑ Con 9
�� � La d P � I 1ude.s Irrigation Q���
1 �2�S►1e.� .o�n l�l eS�- ' .
� p� , ��R �. r �-
[tl`2�' r � �� �'� � � ` �— ^ �
wl -- , I 1�
���{� 1/'�!j`n �n I`�'�c..� � � __-.�.� Y� �,_ a' ��.���jjj{((///
V "1 � \y�� -e' v,�, �r��� _ - � ��`r i '�,7� ,eY - .ysscv ' __ . .:.ti`e_._ j ' _ /
� 2�F���. _- � -- _._�._ _�_�-;'' w_��- __ ___��-�_-_��:�-:,�� .��-.. --�-- - _-�-_ �
� ,� ::.���.:� ��. . __. � ..�._ � _.. . :.� , _.��.
� ❑ Approved. Meets all requi�ements—Appraved to proceed ta the
�uilding bepa�Ement for Permits �
> , � ,
������� .
Planning Representa#ive Business Owner Representative
❑ Todd Vande Berg ,
���� �n�/ea� �� �Z a1
;
�
� - I
� �� � ICE HOUSE AMERICA �
- MODULAR ICE HOUSE DRAWINGS '
�
STATE CODE REQUIREMENTS/DESICN L❑ADS� �
2017 FL�RIDA BUILDING CODE C6TH EDITIDN> ALLYV�€�4{�Wp,�,�,��j�p�y�'���,����A�L��� I
F'L❑�R L,L, 125 PSF, RDOF LL 50 PSF C�p�$��-���p��UI(,QIfVC�(���,
SUPER IMP❑SED LL 125 PSF CICE BIN) NATIOPJAL�LECTRI�COp�, �
WIND� V„�t = 170 MPH, VQsd = 13z MPH AND THE CIT`r°OF Z�p���p�1�5
BUILDING RISK CATEG❑RY = I, EXP, = D O�INA(VCE$ �
HORIZ�NTAL - q = C75,1 psf) C0,6) = 45,1 psf ASD "`..,
UPLIFT -q = <-68,9 psf) C0,6) _ -41,3 psf ASD " � i
CLARIFICATI❑NS/DISCALIMERS i
�INSTALLATIDN SITE WILL HAVE N❑ ESCARPMENT AB�VE 15 FEET,
THE M�DULAR P❑RTI❑N ❑F THE INSTALLATI❑N SHALL N�T BE L�CATED
BEL�W THE BASE FLO�D ELEVATI❑N, '
�THIS DESIGN D�ES NOT APPLY T❑ SITES SEAWARD ❑F C❑ASTAL C❑NSTRUCTI�N
LINES CFBC SECTI�N 3109,1) �
�THIS DESIGN D�ES N�T APPLY T❑ SITES IN HVHZ Z�NES Ci,e, MIAMI-DADE AND
BR�WARD C❑UNTIES)
��189��l1 �:'�;"�'�,,,�,���r�
�!'�'�" c�3���r���'�l�t�fll��:,� .
��::r����a ���x�����l��"�-�.,.:�.— �-� _ ,
L❑AD CASES� � � -�- � �
DL+LL=DL ❑F BLDG + ICE/ICE BIN + R❑❑F M❑UNTED EQUIPMENT + �L�❑R;R❑❑F LL '
DL+LL=DL ❑F BLDG + ICE/ICE BIN + R❑❑F M❑UNTED EQUIPMENT + WIND L❑AD
�
D R A W I N G L I S T� E3 ❑PTI�NAL UNDERGR�UND ELECTRICAL RISER i
E4 GRDUNDING DETAIL
- .-C1 - ---DRA-W-ING---INDEX..-P-AGE - - - - - -- - -EL-ECTRIGAL-SPECIFIEAT-I�NS - - ----- ------- --
1 GENERAL INF❑RMATI❑N S1 FL❑❑R F'RAMING PLAN �
2 WATER USAGE AND MATERIALS S2 R❑❑F FRAMING PLAN
A1 FLD�R/FRAMING PLANS S3 STRUCTURAL SECTI�NS
A2 R❑�F SUPP�RT PLAN S4 STRUCTURAL DETAILS
A3 R❑❑F SUPP�RT DETAIL S5 STRUCTURAL DETAILS
A4 ICE MAKER/L❑CATION & ICE BIN DETAIL S6 WELDING DETAILS FOR STEEL BASE
A5 PERMATHERM PANEL INF"❑RMATI❑N ❑PTI�NAL ACCESS❑RIES
A6 BUILDING ELEVATI�NS w/ CANOPY AW03 FR❑NT AWNING INSTALLATI�NS �
A7 BUILDING ELEVATI❑NS w/ CAN�PY P4 WATER DISPENSING PLUMBING ❑PTI�N
D1 ELEVATI❑N, SECTI❑N & DETAILS WD11 WATER DISPENSER INSTALLATI❑N
D2 FRAME PLAN DETAILS TH-1 THRU TH-4 T❑P HAT AWNING ❑PTI�N ;
D3 FOUNDATI❑N M-101 DETAILS & N�TES TYPICAL F❑UNDATI�N DETAILS ❑NLY - N❑T PART �F THE�
D4 EXISTING C❑NCRETE - ❑PT, F❑UND, DTLS, M❑DULAR BUILDING DESIGN, FOUNDATI�N DETAILS T❑ BE;
D5 F�UNDATI❑N M-102 DETAILS & NOTES APPR❑VED ❑N A L❑CAL BASIS FOR EACH SPECIFIC SITE, �
D6 ANCHOR SYS, LAY❑UT F�UNDATI�N M-101
D7 ANCHOR SYS, LAY❑UT F❑UNDATI�N M-102
\\�������i�i���,,�� i
D3a ❑PTI❑NAL F❑UNDATI�N M-101 w/BLACK PAD PIER PADS �� ���y,�,
D6a ❑PTI❑NAL ANCH�R SYSTEM LAY❑UT F❑UNDATI�N M-1�1 �����Z I F/cq_`�;��i, I
D7a ❑PTI❑NAL ANCH�R SYSTEM LAY❑UT F❑UNDATI❑N M-102 �,
C�VER LETTER AND PIER PAD INF❑RMATION - �= ;
P1 STANDARD PLUMBING PLAN = N0. 43787 � '
P2 ❑PTI❑NAL PLUMBING DETAILS w/ RHT FDUNDATIDN = STATE OF ��
DETAILS �
P3 PLUMBING N�TES -t� � �
USING BLACK
EO ELECTRICAL SCHEDULES PAD PIER � '� v�(y �g
E1 ELECTRICAL PLAN PADS � �p ����
EZ ❑VERHEAD ELECTRICAL RISER
'����iiiii��`
DATE: 02/22/18 I N D E X P AG E
SCALE: NONE � 310 oodds A�e. I c e H o u s e A m e ri c a �
RE�. March p,0.Box 3689 c�
Adams& Chattanooga,Tennessee37404 �3901 Sutton Park Drive s FLORiDA �
STATE: FL � B u i l d i n g A, S u i t e 1 0 0
' � ASSOClateS pH:(423)698-6675 �
Consulting Engineers MAA J1J:18-072 Jocksonville, Florida 32224 P E R M I T S ET PG OF
904-241-7535
�
GENERAL NOTES: (MIN. REQUIREMENTS) �
BUI�DING CODE� 2017 FLORIDA BUILDING C�DE j
1, ALL D�ORS ARE ❑PENABLE FR�M THE EGRESS SIDE WITHOUT THE USE OF A KEY, TO�L, ;
�R SPECIAL KNOWLEDGE �R EFFORT: MANUALLY OPERATED PUSH HOLTS OR SURFACE B�LTS I
SHALL NOT BE USED, '
2, C�NSTRUCTION TYPE IS V—B, �
3. THE SITING ❑F THIS HUILDING IS THE RESPONSIBILITY OF THE BUILDING USER. �
4. SEISMIC DESIGN CATEGORY A
5, DESIGN SPEED IS 170 MPH ULTIMATE/132 MPH NOMINAL, EXPOSURE D. �
6, ONE STORY, 196 SQ FT
I
7, OCCUPANCY CLASSIFICATI�N� U CPER FBC SEC 312) ICE ST�RAGE BUILDING, OCCUPANT LOAD = 0. '
8, ROOF LIVE LOAD — 50 PSF, FL��R LIVE L�AD — 125 PSF i
- ELECTRICAL NOTES: (MIN. REQUIREMENTS) �
2014 NATIONAL ELECTRICAL CODE CNFPA 70)
1, ALL CIRCUITS AND EQUIPMENT IS GR�UNDED IN ACC�RDANCE WITH THE APPROPRIATE
ARTICLES �F THE NATIONAL ELECTRICAL CODE, IT SHALL BE THE RESPONSIBILITY OF THE �
BUILDING INSTALLER TO PROPERLY GR�UND THE INSTALLED BUILDING AND ANY SITE
INSTALLED ELECTRICAL EQUIPMENT OR DEVICE.
2. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE
MAIN BREAKER MUST HE DESIGNED AND VERIFIED AS HEING IN COMPLETE COMPLIANCE
WITH SECTIDN il�-9 ❑F THE NEC BY LOCAL ELECTRICAL CONSULTANT,
3, ALL CIRCUITS AND ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE
WITH APPROPRIATE ARTICLES ❑F THE NATIONAL ELECTRICAL CODE.
MECHANICAL/PLUMBING/ENERGY NOTES:
1. PLUMBING DESIGN, FABRICATION & INSTALLATION TO C�NFORM TO THE 2017 FLORIDA BUILDING CODE (PLUMBING)
2. MECHANICAL DESIGN, EQUIPMENT & INSTALLATION T❑ C�NFORM TO THE 2017 FLORIDA BUILDING CODE CMECHANICAL) ,
3. BUILDING/E�UIPMENT IN C�MPLIANCE WITH THE REQUIREMENTS OF THE 2017 FL�RIDA BUILDING
CODE ENERGY C�NSERVATION !
---- ------------- ---------- -- - - - -- --- ----
SITE INSTALLED ITEMS
I, SET UP INSTRUCTIONS ARE PROVIDED WITH EACH UNIT BY IHA AS AN ATTACHMENT TO THE BUILDING PLANS.
2, THE FOLLOWING IS A LIST ❑F NECESSARY ITEMS ❑F WORK
AND MATERIALS THAT MAY BE REQUIRED FOR COMPLETE �
INSTALLATIONS THAT ARE THE RESPONSIBILITY ❑F OWNER, ALL i
SITE RELATED ITEMS ARE SUBJECT T❑ LOCAL JURISDICTION
APPROVAL AND ARE NOT INSPECTED BY THE ENGINEER ❑F �
RECORD �R THE THIRD PARTY R VI W R i
A. THE COMPLETE FOUNDATION SUPPORT 8
TIE DOWN SYSTEM, i
B, RAMPS, STAIRS, & GENERAL ACCESS TO I
THE BUILDING,
C. ELECTRICAL SERVICE H�OK—UP T❑ BUILDING AND FIELD WIRING T❑ THE R�OF TOP MECHANICAL EQUIPMENT. i
D, WATER SUPPLY AND SEWER HOOK—UP F�R BUILDING,
E. ICE MAKER MUST BE MOUNTED IN A MANNER THAT
WILL ALLOW THE END WALL T❑ SHARE THE i
VERTICAL LOAD WITH THE REAR ICE HIN COLUMN. I
F. THE APPROVED DESIGN IS FOR �NLY ❑NE ROOF
TOP MOUNTED ICE MAKER, j
G, ROOF GUARDS FOR HVAC EQUIPMENT
FOUNDATION: \\\�������������i����� j
THESE BUILDING PLANS CONTAIN PRELIMINARY FOUNDATION SUPPORT ��� � �t_%
AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS FOR NORMAL � ��R� I F/C -'�' % I
STABLE SOIL CONDITIONS. THE ARCHITECT/ENGINEER OF THE BUILDING �(� G� -q� ��
PLANS SHOULD BE CONTACTED TO OBTAIN SITE SPECIFIC FOUNDATION `3 i—
PLANS IF REQUIRED. �= �
IF THE FOUNDATION PLANS ARE DESIGNED BY OTHERS, — NO. 43787 I
THE ARCHITECT/ENGINEER OF THE BUILDING PLANS
SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR ; STATE OF �� I
THE FOUNDAl10N DESIGN AND THE CONSEQUENTIAL �/�
PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL /� � �� P���
COMPONENTS AND SYSTEMS RELATING THERETO. /'�,�� � �
�
�����°��,,, �6 0�
DATE: 02/22/18 I c e H o u s e A m e r i c a
SCALE: NONE 310 Dodds Ave.
REV: � Marcp� p.p.gox3689 2017 FLORIDA �
STATE: FL � Ada.InS(?L Chattanoog�,Tennessee 37404 �3901 Sutton Park Drive s 8 U I LD I N G {J���
� ASSOC1c1teS PH:(423)698-6675 Building A, Suite 100
� Consulting Engineers MAA JN:18-072 �acksonville, Florida 32224 FLO R I DA
904-241-7535 PG aF
�
- I
i
i
�
I
ICE H❑USE WATER USAGE CALCULATI❑NS; j
i'
q, UNITS WITH 1 �R 2 ICE MAKERS I
M❑DEL 750 �R 1000 ARCTIC TEMP ICE MAKER �
�
WATER USAGE BASED �N 120 MAXIMUM VENDS PER DAY @ 16# OF" ICE EACH �
16#x120=1920# ❑F ICE/DAY @ 56#/Fl� F�R ICE i
=34,29 FT3 �F ICE/DAY '
=34,29 FT3 x 0,897 = 30,76 FT ❑F WATER
=30,76 FT3x 7,48 = 230 GALL❑N/DAY ❑F" WATER �
ICE T❑ WATER C❑NVERSI❑N 56/62,4 = 0,897 FT3❑F WATER
= lA FT3❑F ICE DUE TD EXPANSI�N �
FT TD GAL C❑NVERSI❑N 7,48 GAL/FT3
i
GENERAL NOTES STEEL:
A. ALL FRAME MEMBERS HAVE WELDED CONNECTIONS.
B. FRAMES ARE CLEANED, PRIMED & PAINTED AFTER FABRICATION.
C. 4" INSULATED PANELS ('A' or `B' GRADE ON FLOOR) USED FOR WALLS, ROOF & FLOOR
D. FRAME PAINTED WITH ONE COAT OF SHOP PRIMER. FRAME IS NOT EXPOSED TO THE �
ELEMENTS IN THE COMPLETED BUILDING. �
- -- - E. ALL WEtDS-iN CONTACT WITH iCE PRODUCT TO-BE--FOOD-GRADE--WELDS P€R -STATE DEPT-OF - ---- --
HEALTH (DHEC) STANDARDS ,
F, MATERIAL SPECIFICATI❑NS
� TS8X4X3/16 - A500
s 1,5x1,5x14 ga S,S, TUBE - AS00 �
• 8x8x11 ga S,S, PLATE @ EA, POST - A36
• 2'xll ga `U' CHANNEL - A36
• 1 1/2°xl 1/2°x3/16° S,S, ANGLE - A36
• FRAME CHANNEL 6° X 1-1/2" - A36
v TS 3x3x3/16 MDUNTING RAILS - A500 �
• 14 ga 2 1/2° x 3/4' CHANNELS - A36 I
• 2"x3"x18 GA GALV FLOOR CHANNEL � END WALLS �
ASTM A653 CS TYPE B I
\�����iiii��ii��
• 2"x3"x18 GA GALV FLOOR ANGLE � SIDE WALLS ���`� � �'�,, �
ASTM A653 CS TYPE ;� ��R'( I F/���
• 3" X 3" X 14 GA ANGLE - A36 '� V� ��'' i' �
�= ,
• 1 1/2" X 1 1/2 X 14 GA ANGLE - A36 - N0. 43787 =
; STATE OF �\
; �
;� P ,
.
, � 1�,���„����
DATE: 02/22/18 '
SCALE: NONE 3�000d�A�e. Ice House America GENERAL INFORMATION
March p,0.Box 3689 2
i REV: • 13901 Sutton Park Drive S
Adams& C6attanooga,Tennessee37404 WATER USAGE
STATE: fL � . PH:(423)698-6675 Building A, Suite 100 qND MATERIALS I
Associates Jacksonville, Florida 32224 pG OF
� Consulting Engineers MAA JN:18-072 904-241-7535 �
- _ I
EXTERIOR HOSE BIBB WITH I
BACKFLOW PREVENTER
INTERIOR HOSE BIBB WITH
BACKFLOW PREVENTER FOR CLEANING
TOWEL
DISPENSER�� �
I
I
SOAP DISPENSER�� ICE DR�P
Mournir�ic INTERIOR �.
HEIGHT = 32" WAL� , ICE BIN o I �
5'-0'x12'-0'x3'-9' I
DOOR
/32"x80" 2„� �
32�� DRAIN �
CLR OPN �
24'-0'�
� '
32"x80" i
DOOR OPENING SULA ED 2"x4"x18 GA GALV. CHANNEL—END
MEASURED TO o P LA N V I E W WALLS AND 2"x4"x18 ga GALV.
BE 32" CLEAR ANGLE — SIDE WALLS
WITH DOOR AT (PANEL SUPPORT)
90' TOP OF 4x8 FRAME
2"x 2" 11 a ALL FRAME MEMBERS
�`5) �OSIDES TYP. SQUARE TUBING HAVE WELDED C❑NNECTI�NS,
SEE DETAIL (TYP 4 PLACES.
BELOW B �4x8 STL. BEAM �
aa
24' 7 ' 136• SIDE 204' 2 4'
1�"X1�" 4x8 STL,
ANGLE BEAM ,
(TYP 8 i
�
PLACES)-- --- --- o,Z- _.. .- - - - CHANNEL---2"-x--14„ SP-ACED--AS-SHOWN -- a,Z. — -- - ----------- _
�m EXCEPT AS NOTED OTHERWISE =m i
� � N~ N~ �
Z
.X� X� w� i
N Q N Q p
4x8 STL. p� � �
TUBING � � '
3 3» �
SIDE �
5�� ���� 20�� 20�� 20�� 20�� 25» 25,� 25�, 9�,
24'-0" �
1 3/8" HOLE IN 2"x 2" 119a I
FRAME (4) TYP. SQUARE TUBING ,
F R,4 M E P LA N MATERIAL �
<2) FRAME SIDE 4'x8'x3/16' RECT, TUBING 24'-0'
���111111/��� I
(2) FRAME END 4'x8'x3/16' RECT. TUBE A50� 8'-4' �� i
1 FRAME PAINTED WITH ONE COAT �� �' �� ;
OF SHOP PRIMER. C8) FOLDED ANGLE 1 1/2'xl 1/2'xll ga A36 3'-4' ��� •�,��� ;
C7) 'C CHANNEL 2'xl 3/4'xll gn A500 7'-8• �� ���'� �F�C YY'� �
2) FRAME IS NOT EXPOSED TO THE �3) S� TUBE 2•Xa�Xii 9a Asoo �--a• �� G�, q� �;
C4) S� TUHE 2'x2'xll ga A500 5'-4' ON ANGLE ��
ELEMENTS IN THE COMPLETED (10) TIE DOWN BRACKETS - 7g¢ A36 BENT PLATES - '
BUILDING. ca� 1' SCH 40 PIPE I.5' FROM BOTTOM N�. 43787 =
INSIDE FRAME MEMBER TYP STATE OF �� I
3) ALL FRAME MEMBERS HAVE `�� ` ��P ��V� �
WELDED CONNECTIONS. ,
4) SEE DRAWINGS S6 FOR WELD �Ei i i�� �{� f�
DETAILS
DATE: 02/22/18 Ice House America FLOOR PLAN Aq
SCALE: NONE . 310 Dadds Ave.
Marc p.0.Box 3689
STATE: FL • Adams& Chattarioo�a,Tennessee 37404 �3901 Sutton Park Drive S F R A M E P LA N N I
� ASSOC1ateS PH:(423)698-6675 Building A, Suite 100
� Consultins Engineecs MAA 1N:18-072 904 5241 I'7535 rida 32224 U N I T M-101 PG OF
i
2"x11ga 'U' CHANNELS I
SKID MOUNTED ICE W� 1/4x5" s.s. SKID MOUNTED ICE i
MAKER & CONDENSER BOLTS MAKER & CONDENSER
�
I
,, - ,
N 10. � I I �
3. r 3 ' �
6. � X �
w
ai o �
z � �
N
� X
N �Q. M o i
� � i �
,'I �
24'-0" I
ROOF PLAN VIEW
D
A3
I
�'-4��
3'-7" 3'-11�" 3'-11�" 3�-11�" 3-1'�
2" ,
�/ 6.
12.
1.
-
� 3.
-
o a 9 I
- ----- ------ - --� 1 ---� ---- --------- ---------- -----------. ..- - -- -- -- - -- - - - ---- -
� I
4.
5. �
�
L L ,
2. �� 11. �
� SEC SIDE VIEW
WI�TH �I ELP ODLU�TI TOCBE FOOD I
nz GRADE WELDS PER STATE DEPT ,
LEGEND ICE BIN OF HEALTH (DHEC)STANDARDS I
MATERIAL/SPECIFICATI�N SIZE� 4'-3 3/4'H X 12'-0'L X
5'-0"W
1, 4° INSULATED PANEL = 258,75 CUFT ICE WGT� 258,75 �
2, 4x8x3/16° STL. TUBE CUFT X 56 PCF = 14,490 LBS ;
3, 2° INSULATED PANEL <S�LID ICE WEIGHT) �
4, 2'x2°x14 GA SS TUBE REDUCTI❑N BY V❑IDS & EMPTY \����iiiiiiir,,� �
S; 2°x2°xll GA ANGLE SPACE = 40% \���` � '�,,� �
6, 1°x2'xll GA `U' CHANNEL = 14,280 x 0,6 = 8694 LBS �� �• '�
VERTICAL ICE LDAD R� �F��' I
7, 1 1/2'xl 1/2'x3/16" S,S, ANGLE �c. �9 � i;
8, 14 GA SS LINER PANELS = 8568/lZxS = 145 PSF ❑N ; V �' �_ �
ICE BIN FL❑�R, DISTRIBUTED BY = - �
9, 2'x3°x1,75° il GA FRAME °Z° CHANNEL ICE BIN FRAME INT❑ THE ICE - N0. 43787 = �
10, C 3°x3°x3/16° M�UNTING FRAME H❑USE FL�❑R STRUCTURE/FRAME = STATE OF � ;
11, 1,75x2°x1,75 11 GA 'C° CHANNEL ��
12, 2"x5� 11 GA ANGLE ;,
13, -- N❑ L�NGER USED -- � ��� `�
14, 1,5°x1,5°x14 GA SS TUBE ��"�������`
DATE: 02/22/18 Ice House America ROOF SUPPORT
SCALE: NONE � March 3I0 Dodds Ave.
REV: P.O.Box 3689 13901 Sutton Park Drive S Q�
STATE• FL • Adams& Cnattanoosa,Tennessee 37404 U N I T M- 101
• Building A, Suite 100
' � ASSOC12teS PH:(423)698-667� �acksonville, Florida 32224
Consulting 6ngineers MAA IN:I8-072 904-241-7535 PG OF'
�
�
�
�
�
I
�
. —4' �
��2�� SKID MOUNTED ICE ,
MAKER & CONDENSER
�
�
�
`U' CHANNEL �
11 ga, <6,) ICE MAKER CONNECTION
TO ICE BIN (SEE DETAIL D) �2• �2• i
�
ICE BIN
BOLT HEAD, WASHER �• $• 8•
- - - - -- w/ R U B B ER GASKET�------- - ------- ---------__ ----- - ------------------ - - - ._.._._...,. . _
S(LICONE-- / ,
SEAL �
�
4. '
� 14. �
3—Y4" SS x4x11 ga PLATE 5. 5.
BOLTS 5" LG OR ICE MAKER
MOUNTING RAIL �
NUT & WASHER 2�
i
'U' CHANNEL E N D V( E W i
I
�
ELDED I
CONNECTION �
1-1/2 X 1-1/2 SS TUB
\\\����iiiii��,,, �� il
�.� � � '., i
�� �'��( IF��' ,
� � :
�� Gk. c�9J, i;
�: I
_ - �
= N0. 43787 =
- STATE OF �; ;
:%�' C p. ;
i
DETAIL D (DETAIL CUT ON A2) �� ,,,,,,,,, ' � l� �
DATE: 02/22/18 Ice House America R00 SUPPORT
SCALE: NONE March 3l0 Dodds Ave. ��
REV: � P.O.Box 3689 13901 Sutton Park Drive S L�G TA��S
Adams& Chattanooga,Tennessee 37404
STATE: fL 1 euilding A, Suite 100 ,
� Associates PH:(423)698-667� Jacksonville, Florida 32224 U N IT M-101 j
� Consultin�Engmeers MAA JN:18-072 904-241-7535 PG �F,
i
j I
�
O �
I j
�
CONDENSER ICE MAKER I
4x4xY4 CLIP PLATE
ICE MAKER BASE 2Y2"[
STRUCTURAL CHANNEL
- C 3x3 MOUNTING RAILS ;
_. 4" INS PANEL ;
,:.�„ .6 YZ'4 SS MACHINE BOLT
00 ,4 w/ RUBBER WASHER
N
\ '
'— i
M
I �
�
� ,
I
�
0
I
I
.9
°' ��.4 �4 '
N
DRAIN '5 5 4" INS PANEL
�
�
(4) #12 S.S. SCREWS
Z CHANNELS � 14"f O.C. '
4"X 8" TUBE FRAME W/ INTERMEDIATE CHANNELS \\\,,�ii,i„���� i
ADD FOR BIN SUPPORT \\�� � �,� i
(SEE DWG A1)
������ I F/c��, �i/ '
�: I
- N0. 43787 = �
= STATE OF �; i
' ��
R1�P . ;
�' ��������� �`� /�
DAlE: 02/22/18 Ice House America RO� F SUPPORT
SCALE: NONE � March 310 Dodds Ave.
REV: P.O.Box3689 Q4
Adams& Chactanooga Tennessee 374D4 �3901 Sutton Park Drive S � 1�I� �_q O q i
STATE: FL • Bulding A, Suite 100 V i i
� ASSOC11teS PH:(423)698-6675 Jacksonville, Florida 32224
• Cansulting Enginecrs MAA JN:18-072 904-241-7535 PG OF I
INSULATED PANEL !
R—Value by ASTM C 236 = 20.0 (Walls/Floor)
R—Value by ASTM C 236 = 20.0 (Roof) i
CAULK Foamed—in—place Polystyrene w/appx. i
INSIDE CORNER FASTENALL #8-16x4" density of 2 Ibs/cu. ft.
WHITE K—LAT � 16" O.C. Interlocking Joint
OUTSIDE GROOVE Panel Skin of 26 Gauge Galvanized Steel
���,.,'''. ;'.;•:;.::°� ' ' 'MALE,,SI,DE�.� � I
FEMALE SIDE' �"' �a- �
, � - _ ,� ,!. � �t`. ... �4�. � �
INSIDE -� �
� M
3j4�� #9-15x1" PPH S.S. � �
SCREWS � 16" O.C. /3 " '
WALL INSTALLATION DIRECTION
_ �
'��
TYP. ROOF PANEL CONNECTION M�
N TS �--
SEE DWG BA 06b BY ICE HOUSE AMERICA
IN APPENDIX FOR CAULKING INFORMATION o
i
�
CAULK
INSIDE CORNER FASTENALL #8-16x4" �
WHITE K—LAT � 16" O.C.
OUTSIDE GROOVE
. . .. . . ........ .. ... . .. . ..
FEMALE 'SI�DE' �'� � •-~�MALE,,SIDE-�:� � ;
., _ ': • '_•..� 'r: . ,, ... '��-• �
. :�.
INSIDE
I
' 3 —
�4� �
9 15x1" PPH S.S.
SCREWS � 16" O.C. �
WALL INSTALLATION DIRECTION L�J M i
4" WALL �I
TYP. WALL PANEL CONNECTION 8" ROOF ,
N TS �
�
PERMATHERM PANEL CODE COMPLIANCE LOAD TEST
� THE ALLOWABLE WIND LOAD FOR THE 4' EXPANDED POLYSTYRENE WALL AND ROOF PANELS MEET ������������i���
, THE MINIMUM REQUIREMENTS FOR 170 MPH ULTIMATE/132 MPH N�MINAL WIND PRESSURE AS DEFINED �� �aR �i �
� i
�� CF" i�
IN SEI/ASCE 7-10, 'MINIMUM DESIGN L�ADS FOR BUILDINGS AND OTHER STRUCTURES,' THE DESIGN �
PRESSURES WERE GENERATED USING SIMPLIFIED DESIGN WIND PRESSURE FOR ENCLOSED �� ���� I F/� %
BUILDINGS, ASSUMING A CATEGORY D EXP�SURE AT 15 FT. WITH A 'BUILDING RISK CATEG�RY' = I. '
THE N�MINAL HORIZONTAL DESIGN PRESSURE FOR 132 MPH, ON THE LONGEST VERTICAL WALL IS ' G� �� i%
45.1 PSF, AND THE MAXIMUM VERTICAL DESIGN PRESSURE 41.3 PSF <UPLIFT), THE MAXIMUM SPAN = �_ �
R�OFTPANEL ISW70LFT�AS UIM NGSA7TRIPLE SPANL OND TIONAWINDHVE OCI TYM VALUES�AREHE NO. 43787 = �
i
3-SECOND GUST SPEEDS AT 33 FT, ABOVE THE GROUND FOR EXPOSURE C CATEG�RY AND ARE - STATE OF �'� '
ASSOCIATED WITH AN ANNUAL PR�BABILITY OF 0.�2. �'�� .(�
<SEE SPAN TABLE FOR MORE INFORMATION) '� �-�P \\
,� �L�B �
��������,��
,
DATE: 02/22/18
SCALE: NONE � 3�oDoddsA�e. Ice House America PERMATHERM
RE�: March p,O.Box3689 PANEL DETAlLS AS
Adams& Chaaanooga,Te�u�essee 37404 �3901 Sutton Park Drive S
STATE: FL / Building A, Suite 100
� Associates PH:(423)698-6675 Jacksonville, Florida 32224
' Consulting Engineers MAA JN:18-072 904-241-7535 P� �F'
�r��,n a ICE MAKER
a<a�.�, CONDENSER
,r�*, m••
� Z N
O\
Z N
m�
� �
r
I� I
W I
.� L
► �FABRIC AWNING
► ;
���� I
,
m�� � � MONEY BOX
w.w�„ n �� ; BAG ICE & CONTROLLER
a���, _ 4 INSULATED PANELS ;
� W/WHITE METAL COVER �
b�ro W BULK ICE WATER
�bxwoo � i
�W o o� ( DISPENSER
.-.�� � �
Oa �
�,�� �y (
�����
N�'a
�N �
R �
R IJ
A
O . _ I '.
� � -- .�:�- ����-- '-� ' _ . '�
i
fOL[p� �
,�N a o � � 4"x8" STEEL TUBE AND ;
� 8"x16" MASONRY PIERS COVERED I CONT. "Z" TRIM
�;'a o = BY MATCHING WHITE BASE SKIRT j
�o`� � �
, �o �
�o�' tn 24'-0" —4>�
0
w�� i
N � � �
N
� �' D ,
� �
�. SIDE VIEW ; FRONT VIEW
p � 26 A METAL TRI
i
i INSULATED PANELS MONEY & SWITCH
� � C BOX
C7 � � \�� ��iiiiiii�i���� BAG ICE ;
< � �,�,, WATER
O �{ � � �o C���'; BULK ICE � o DISPENSER
� � � � �� ���- �
z D ❑
� C/) = m W '�-i = I
� 9 �0° 'a� ' ACCESSIBLE ROLS ARE HANDICAPPED
�'� � : ---
` \ , --
� � �FR \���`��\\ � TS8X4X3/16
� D � � ��""""��\\ ELEV. END WALL
o �
�
a<aD
n��� m� �
� Z N
O\
Z N
m�
�
�� MANUFACTURER'S ID ICE MAKER
LABEL TO BE PIACED CONDENSER
� � NEAR THE ELECTRICAL ,
0 9�� PAN EL ELECTR I CAL
v� POWER
w�o�� DISCONNECT
_� � �.
���� n W
a�R°� FABRIC AWNING
�'��'�w I
x w O o I
�y �7�j, oU
G w o ° a
o+� w�'
O°o�Do°' wY
��-��°` OVERHEAD OR
ERVICE
N�'� DOOR ELECTRICAL UNDERGROUND
i9 2"x80" FOVUEf2 �RISER POWER
w ON SIDE� OR� -
A I
A B?,CK�OF�BLDG �
0
�L m� �
oN'�O n
�� CD
;"o �,
i 5•n,�«
�:�' _
No=.'D O
� �o �
0 0� (n
c.,�� _ _ _ ; _ _ , ��. � — — —
N � � �I : _ .._. " i =- ' I %I 'I 11—��I�I I( —I�
N � - - I V / —r��l l T
� `� D WOOD, METAL OR MASONRY STAIRS � �
� W/HANDRAILS AS REQ'D BY CODE !
� (BY OTHERS, NOT BY IHA) �
� �
n�
Q
24'-0" -4"
� m � � 4"x8'� STEEL TUBE AND
�-- 8"x16" MASONRY PIERS COVERED
D y p � �\ \`11I I II'/r�C`��'%� S I D E VI EW BY MATCHING WHITE BASE SKIRT �AC K V I EW
z � z z c�,� %
� 0 � =,� -'� �� �=
Z D
� (� =O m W '� =
; O V �a� \\
.
���' FR ���,y�`,�� ,
' D •�, '�>>iiiii���
o v �
�
1� SEE NOTE B SEE DTL B
13, - 13, �
i
10, 3° �,C, �`.,�`.;.:;����` 6, 8 � 6, 0, � _ .. . . i
B�TH SIDE ::�:� 9
_�.t; -
2a/2b `��; -
11, i�r — — — _ �
_ ,�i:: 3, - _ �:'�-
N - N 7� -_;�::,;F,r'::'' �
- - 1 - I
6, �n�� � 9, 6'
i
S. 12, 4, ;�2„�` �'2:�. 1, �
I
DTL. A DTL. B TYP ALL NOTCHES
ROOF TO WALL AND
NOTE: ENDFRAME AND 'Z' BAR EXCLUDED FOR CLARITY O CORNERS
0. 8" INSULATED ROOF PANEL - �
1. 4" INSULATED PANEL (�A� or `B� GRADE ON FLOOR)
2a. 2"x3"x18 GA GALV FLOOR CHANNEL � END WALLS ASTM A653 CS TYPE B �
2b. 2"x3"x18 GA GALV FLOOR ANGLE � SIDE WALLS ASTM A653 CS TYPE B � ;
3. 6 MIL. PLASTIC MOISTURE BARRIER
4. 11 ga "Z" BAR
5. 4"x8"x3/16" STL. TUBE FRAME
6. #9-15x1" PPH S.S.TEK SCREWS � 3" O.C.
7. 6'�x2 1/2"x 26 GA TRIM ANGLE
8. 24 GA STAINLESS STEEL FLOOR COVER ,
9. 3" X 3" X 14 GA ANGLE �� �
� ---- –=–
10. FASTENALL #8 16x3/4'� WHITE OR BLUE K–LAT. SEE DTL, A
11. HILTI EGN 14 MX (1/2°) � 3" O.C. STAGGERED.
12. 1 1/2" X 1 1/2 X 14 GA ANGLE �
--- -1-3. WH I TE SI LI GON E SEAL-AN T------------------- -------------------------------W A L L ---5-E C--- -- -.-- -
i
NOTES: '
FASTENERS 3" C/C ^ ROOF A) THE SAME TYPE OF PERMATHERM PANELS (IE:
ON PERIMETER � . I � PANEL 2.0# DENSITY) ARE USED FOR THE ROOF, WALL �
•j ��\ AND FLOOR CONSTRUCTION.
i, �� ����� i
i � �� � �
�� �
� � �� � ;
i ��
� � i
i i � �
ii �� '�� � 16" C/C ON INTERIOR & EXTERIOR
i i �� / I
i i i ( �/
� � URETHANE SEALANT j
SIDE WALL � � �
PANEL � � ENDWALL ���```����",,,��,
PANEL .��� � �''.
�\���.�� �F�cqJ'� /i" �
�_ �
, N0. 43787 = �
4� 4°� ,�� STATE OF �I
; , 0-_
PER�II�THERM PANEL �'�
CORNER/ROOF NOTCHING � �' ��'"'��� � ��
oa,�: oz�zz�,a Ice House America EL END WALL q
SCALE: NONE � �arch 310 Dodds Ave.
REV: p� P.O.Box3689 13901 Sutton Park Drive S AI D f
STATE: FL � AdaTI1S(X. Chattanooga,Tennessee 37404 U I�1�T M- 101
. S ASSOC11teS PH:(423)698-6675 Building A, Suite 100
Consulting Engineers MAA JN: 18-072 �acksonville, Florida 32224 pG OF '
904-241-7535
�
�
2"x3"x18ga GALV CHANNEL '
� ENDWALLS AND , li
2"x3"x18ga GALV. ANGLE � I 'i
SIDE WALLS (TOP OF FRAME) 2"x3"x18ga GALV CHANNEL � ,
INSULATED PANELS � END WALLS AND � �
3"X3"X14 GA SS ANGLE TRIM 2"x3"x18ga GALV. ANGLE O �
#10x5/8" PPH TEK SIDE WALLS (TOP OF FRAME) �
S.S.SCREWS
:�:=�.�
6" O.C.(MAX) !
�`.-;�r>�``' INSULATED PANELS i
.��:�
,��~1J+4� - ... ���;�:.= =.�;,.,.. ..._ O O O I
=s�s::�x��: ,.-��`.• :��rr�;t;^.c;�,
a r .�;:;`. �\`>'�:=+'L!-�._..�•`..
,,,� �•..v •:;�' �:� .�;:w:';'r i
�"����+�''.r:r�f:�v;: �����
N ==�;}���: ;=±., ;'S'<r;;.;-.°%a;: I
'Z' CHANNEL '
C�? 14"+/- O.C.
TSSX4X3/16 TS8X4X3/16 �
� PERIMETER p PERIMETER #$-�6x3/4" KLAT
SCREWS
HILTI EDN 14 MX @ 3° ❑,C, 6" O.C.(MAX)
#8-16x3/4" KLAT
SCREWS '
3" O.C.(MAX)
SECTION ELEVATION
SIDE EXTERIOR WALLS AT FLOOR FRAMING CONNECTION �
�--�"—� 1 3/4"�— 4' THICK �
R❑❑F PANEL
:.^1'�s' 'F`.� '
1�?Z��'���'y'�"n^r::<:'F.� i
� '-`M�'At4;x�'.^i:��
- 3/16" � ''� #10-16 SCREWS ����:;;-;�� ,
`� � @ 3� ❑,C, '���
:��
<TYP) '��
.�,_
�4�� 2° THICK
3x3x il ga ANGLE INTERI�R j
STEEL BEAM 11 GA. 'Z' <TYP EA SIDE) Z WALL PANEL
CHANNEL
Scale: 1/8"=1" Scale: 1/4"=1••
:�ti:: ,
YR'; I
.��.
:�.�„y''l 1?���.� �
���]�C3:�i.ti'l::`�L
�i`2' pl�: I
\\\\������������/// I
�� \� � /�/
N FL��R PANEL ;�\�'R'� �F���':; i
'�V� �� �� �
`-3'—' SECTION - �= �
- N0. 43787 -
GALV. ANGLE I N TERI OR WALL CON N ECTI ON :�, � TE oF ��
S°°'e: '�4��-,�� T 0 F L 0 0 R P A N E L S � , ,, p � i�
<<,�����,,,,
DATE: 02/22/18 Ice House America FR ME PLAN
SCALE: NONE � March 3 io Dodds Ave.
REV: P.O.Box 3689 13901 Sutton Park Drive s D E TA I LS D�
STATE: FL � Adams& Chattanoogn,Tennessee 37404 Building A, Suite 100
� ASSOC11teS PH:(423)698-6675
� Consulting Engineers MAA JN:18-072 dacksonville, Florida 32224 U N I T M-101 �
904-241-7535 PG OF '
�
, � !
I
"•'.>s,�,�i=: ,r ��
�='' �r'��u '
"Z" TRIM `-"":. ``: ;
�l� ,�yr y� ,
CONT p�,��;� ���"�'��'�'^�y�',,� "Z•� TRIM ;
"'d'':��` '^'¢u::r>;' r-r�s N''T}.ur_.;, ��'�, • i
�' ati."r.?,,;�,:,�^iir:s:=. ,w�.x. ,,'s., CONT.
j '" }�,'a;:�;?.8.�� :�z*`�'� .�''*�u � ,
2" PANEI SKIRT3NG -. '?;;;;�•3,;;.,_,�„;�, 7ga STRAP 7ga STRAP �.u�:,a:r`-,�;�;-x-;> 2„ PANEL
� AROUND PUT 1�1 , ATTACHMENT ATTACHMENT '•"_"�~�`•^:'f""�`:' -
`� SKIRl1NG
PLACE (�J SITE l7E DOWN ENG r AROUND PUT IN�
� MdDEL HTB - PLAGE t� SITE ;
,I 71E dQWN ENG i
(2) Sx8x16 ;. MODEL HT6 nE DQWN S�fRAPS
� BL6CKS '- -- {2) Sx8x16 '
II OR � �- TiE DOWN STRAPS ----' ;. B�dCKS �
(4) 4x8x16 rn s - �R '
CAP BLOCKS ? �o(4) 4x8x16 '
r-GAP 8LOCKS�
CONT. 24"x24'"x12" CONCRETE ---�- CONT. I
CHANNEL FTG w/ (3) #4's EA WAY _—� ��CHANNEL i
: �"��f
II __ I a e . d v dd a Q d �- �... _ e D b . .6 � _ n D a a _ _ _�
N . a.a �aa a 4 I-1�!—I I I—I I I I—I I t I I I—I � q � ° .. .���, �N— � i
��'�
� � ,, . �° ea � a I , y oe 'a Da 'A ' I
'1 .• .� � ,
d '� *'
A
M.H.ANCHOft O M.H.ANCHOR � �
36" MIN EMBED 36" MIN EMBED
, {
� FDNM- 101 � V1 , 3, 48c � C�FDNM-141 � V2 & 5 i
D3 SECTION D3 SECTION '
F�R GROUND & ASPHALT i
MOBI�E HOME ANCHOR 5/8" W/6" AUGER EARTH
ELEMENT WSTH 315C}# NOLd. {10} REQ'Q �
ATTACH STRAP TO "TIE DOWN" ON FRAME. ATTACH �
TO M.H. ANCH4R AND RATCNET QQWN '
(36" M(N EARTH EMBEDMENT)
---.._.___..__--------._�.__.__...___._---..__.._.. .___..--__.__._. _____—_.----..__._l,__N�T DIP _GALVANIZED.__PER_�1ST�1._AlS3.-CLA.TESI._ -� --.
REVJ i
2, LEAD AND EXTENSI❑N SECTI�N AND PILOT PDINT +
�r�'�'�_ �ENGTHS ARE N�MINAL, EXPECT S�M VARIfiNCE, ,
�'""'� 3, SHAFT MATERIAL PER ASTM A29 CLATEST
;�.�;.
'«�''�` REVISIQN) ❑R MECHANICAL EQUIVA�ENT.
�.... 7 ga. bent
���"==�>����=:�rc��;'� corner bracket 4, NELIX MATERIAL L�W CARBO(� STEEL MEETING TNE
c"-�,'r.`i.'iiiaz;�„':.�i.'� 9
.�;�y�.A.�,4i�,���;.:�' see dw s1 GENERAL REQUIREMENTS ❑F AISI, OR ASTM A572 �R
A935, ❑R AS3M A656 ❑R A936,
7ie �own Eng 5� C�UPLING B�LTS� PER ASTM A320 GRADE L7,
Model HT6 6� ALL WELDING TO BE D�NE BY WELDERS CERTIFIEiD
UN�ER SECTI�N S OF TNE AWS C�DE DI,l.
^ ^ �" MOBILE HOME �� SCREW ANCH❑RS T� HAVE 36" MINIMUM GRCIUND
- AUGER ANCHQR EMBEDMENT,
W/ 3�X19 GA.
'� .---- STRAP TYP. (
� (see note 7)
. , cRouNa
o e d a a a _ _..__
4 a
' d 4 _. J--_
.a � q a ...���- \ ``l�lt4ittt/J jtft
t
I 4' dtl �� � I/
n °' a V� ,��• ��
_ .. .._.� ..� �� ;' 4,��(_IF/C9�, :
d -
24"x24"x12° CONCRETE � � ,` i% (
FTG w/ (3) #4's EA WAY ' ��
D3 FOUNDATION TYPE 'M- 101 ' ;,� �ATE 70F �;
SECTION 6i1
.
DIAGONAL "iNLiNE" ANCNOR '�� � P
(INTO SOIL — SEE DWG D6� a�t„'` � `�° r,�
DATE: 02/22/18 ice House America FQ NDATlON
SGALE: N4NE � �i�arch 314 Dodds,ave. ,
REV: P O.Box 3659 13901 Sutton Park Drive S Q�i
STATE: FL � Adams& Chattanooga,Tennessee 37404 M-101 D ETA I LS ,
. � ASSOClatOS pH:{423)698-6675 Bulding A, Suite 100 �
Consuhing En�ineeis MAf�,TN;18-072 Jacksonville, Floeida 3222� A N D ��T E S �
904-241-7535 PG OFI
! __._ �
CONCRETE/REINFORCING STEEL/MASONRY NOTES: ;
1) CONCRETE FOR FOUNDATIONS TO BE 3000 PSI MIN COMPRESSIVE STRENGTH � 28 DAYS. �
2) REINFORCING STEEL TO BE ASTM 60 GRADE. !
3) MASONRY TO BE STANDARD WEIGHT 8x8x16 DOUBLE WYE BLOCKS WITH 4x8x16 SOLID CAP BLOCKS.
PIERS TO BE HOLLOW BLOCKS MORTARED TOGETHER & SET IN A BED OF MORTAR.
4) MORTAR TO BE TYPE S WITH 18% MAX AIR CONTENT MIXED WITH SAND (4:1 MAX). i
�
�'';�:`�' °�+�-�. �
�S:- �.��:� i
�p k Y,�f{'J,!! ti!:lx.:;_
�i��. IR�M ���iiy'�. �y..Y.� �
CONT. �<',-;:: ;�`'=';� "nZ" TRIM
���?.: ��'"7`IY�f��"�y M'�ay;.1V����•�'•s%'1'�� I.rQNT.
'"'a'�`>t4;�::�'`�.t�'�.l 4�;_�^?-:L�: ��'.
2" PANEL SKIRTING f:�;�;•��,;,.��.;;+,.;,i;, 7ga STRAP 7ga STRAP .,,�;N�,�,:ti�::.:y,,^i: 2" PANEL
AROUND PUT IN , ATTACHMENT ATTACHMENT ��'"`�;'�;"'"'t' " SKIRTING
PLACE � SITE •'_ TIE DOWN ENG " AROUND PUT IN
T1E DOWN ENG
MODEL HT6 PLACE � SITE
MODEL HT6
(2) 8x8x16 71E DOWN STRAPS (2) Sx8x16
BLOCKS -- - ---- BLOCKS
OR � � TIE DOWN STRAPS M.H. CONCRETE ;' OR
(4) 4x8x16 rn ? ANCHORS (GALV.) — ;z �p(¢) 4x8x16
CAP BLOCKS - M.H. CONCREiE �CAP BLOCKS '
__ _ ANCHORS (GALV.) � CONT.
CONT. ----
CHANNEL _� CHANNEL
O. 9 d ' � S d
a • Q d e . ' a'a Qd .Q � _ a a a a d '; d a a a d a � � D .g . .e.D. Q n• e ► d ,a A e
� ' vd ' d e .d a
o e a a . q • p;o . e _ d a a Q e. a • p . a
, e. a. e ' a :� d . �d d . a e . d. . . 9 a e ' eo' a • •
d. 'AO •dO G • O d ". p�• .4 . ` 4f
d 'a.. � . d. ° a° a . ^e a� a ' �6 wd. ;a.
� � °�� �dd� aa d: `�'a <..•� ° a �. :ap,d,`a .F a EXISTING'
EXISTING i -. • da a e •�� �• CONCRETE
CONCRETE
-- -- -- _..- ---- - --...-----. _ _.._. .------ —
�A LT �F D N@-- -V 1 , 3, 4----&---6----------- �A LT.!F D N- @-- V 2 -&-5 _
D4 SECTI�N D4 SECTI�N
i
NOTE� FRONT OF HOUSE BEF�RE SKIRT INSTALLATION NOTE� SEE DWG D6 FOR PIER AND TIE i
SHOULD BE 16' �R LESS ABOVE GRADE, DOWN LAYOUT AND DIMENSIONS �
TIE-DOWN ANCHORS I
FOR CONCRETE N�TE: ❑NE PANEL SECTIDN 16°x24° �
ATTACH STRAP TO "TIE DOWN" ON FRAME. ATTACH MIN SH�ULD BE A REM❑VABLE I
TO CONCRETE W/ 1/2X6 CONCRETE ANCHOR (10) REQ'D CRAWLSPACE ACCESS D��R,
"TIE DOWN" MODEL #59124 OR #59117 GALVANIZED #14 SEE SITE INSTALLED ITEMS &
OR #15 (SEE APPENDIX) �
FOUNDATION NOTES ON DWG #1 i
�
�
�
\\\�����iiiii��,�� I
�.� � ''., I
,����'R� I F�c �' i= I
� q�, .; �
�-
- —_
— N0. 43787 = ,
,� �TE OP ���'
.
.
� � �
�������D��,,�,
`�� � l8
DATE: 02/22/18 Ice House America EX STING CONCRETE
REVLE: NONE � March 3`o Doaas A�e. 0 PT I 0 N A L �4
P.O.Box3689 13901 Sutton Park Drive S
STATE: FL • Adams& Chattanooga,Tennessee 37d04 Building A, Suite 100 �
' � ASSOC1ateS PH:(423)698-6675 �acksonvilie, Florido 32224 FO U N DATI O N
Consulcing engineers MM 1N:18-072 904-241-7535 D ETA I LS P� �F
i '
n•k�� ��;: i
�z., �ziM =`w��: ���.�:. .
CONT. ?'��'= �>� M
F "Z�� TRI
�;�`v . •�.K . ��r=:.w;� ' CONT, �
�L,r:-•_ .."•�;'r
�^'� ' :i.�dt�;�"�a yv:',��i�',r.':k^ 3�f."'�`?H�:4i�t•ii5?.. �
;Y"`"',:,?t::;'.�„'�,.r`.. ' ''L%: 'n o'.�.t:
2" PANEL SK1RTiNG �;;;.x,;.�,�:,,;:,?�. ?ga STRAA 7g4 STRAP ��;,��:�:.�.��, 2„ PANE�
AROUND PUT W " ATTACHMENT ATTACHMENT '`'`''```"`�'��'`�' SK�RTING
PLACE Cs� SITE � T1E DOWN ENG
AROUND PUT IN
MQdE� HTB PLAGE O SITE �
TtE ddWN ENG
MODEL HT6 �
(2� Sx8x16 , T1E DOWN STRAPS (2) 8x8x16
BLOCKS - '— — --- B�.OGKS
�R M1+ —TIE dOWN STRAPS � � p�
� 4 ' �
(4) 4x8x16 rn . - ? io(4) 4x8x16 �
CAP BLOCKS CONGRETE J ROD - r CAP BLOCKS
-- — MODEL #59i21 12" � --- CONT.
CHA NEL W� SWIVEL HEAD (GALV.) � CHANNEI I
i
. ' . y Z` .Y. . . ' .t.� .. ;r.• ..?
18"x12" CONCRETE `' 'a �� + +.Y Y. ':�.�: •• ,, '� � • (+-. " . ,:` 18"x12" CONCRETE
STRIP FOOTING AT "�� . ` ;.{..•+.��:�-',; • , .. �=.4=— •,
'•' 5TRlP FOOTlNG AT:
EAGN TiEDOWhi ROW �" �t� ? ' �:.: +;,, ' ` ..�:;,.y' EACH TiEQOWN ftOW
3—#4 CONT. 3—#4 CONT. CONCRETE J ROD
MODEL #59121 12" �
W/ SWlVEL HEAD (GAl.V.} �
4 NEW CONC FDN @ V1 , 3, 4 & 6 �NEW C4NC FDN C V2 & 5�
g5 SECTIDN D5 SECTION
N�TE� FRONT OF HOUSE BEFORE SKIRT INSTALLATION N�TE� SEE DWG D7 FOR PIER FOOTING AND
SH�ULD BE 16' aR LESS ABQVE GRADE. TIE D�WN LAYOUT AND DIMENSIONS �
'�'+`,:".
:,,�i%{
r x i
.�-n+�
jc�,;;w 7 ga_bent _ _... _ _..,.--- ------ ._.__- --
_"... "__'" '_'___"'� ,..�y�S, "'�- . . . ._ ._.._-_ '_"_"_._.,..._._.._'— __._.__ ___' ". ___ " _ ' ___' -
-r `�u y',�q*���;,�,a, caener brac{cet�
��'''`-. '"�" ..' see dw St i
,., �: .,.^,;, 9
>r�:-'''�.-�
�'v;;;�ti.�C?�';;''•={"'`
Tie Down Eng '
Modet HT6
i
'` �� �soeiLE �oME AucER a.r�cHOR NpTE� �NE PANE� SECTI�N 16`x24` '
> ____ w/ �"X1i GA. STRAP TYP. MIN SHQULD BE A REMC]VABLE
' (see note 7)
� CQNCRETE J ftQD CRAWLSPACE ACCESS DQ�R. �
M6DEE. #5912i 12"
____ w/ SWIVEL HEAD (GALV) SEE SITE INSTALLED ITEMS & '
FOUNDATION NOTES ON QWG #1 �
'�• .J' . ` �. , � �,� � Y� ��` I
. :f• �:� ...,:
S, y' . . 1'� J' � I
18"xi2" GONCRETE 3—#4 CONT
STRIP FOOIING AT
EACH TIE DOWN (
`,l, ��„1lllllfttt���i
� {�,3
e NEW CONCRETE FOUNDATION _ :�'�•�-c �F,��'�'�:, �
D5 S6CTIBN �(� �� 'Q�, �; �
DIAGONAL INLINE ANCHOR _ ��'� �= '
►�o. �.��s7 = �
�INTO CONCRETE — SEE DWG D7} ; ATE oF - '
= � �}P
�� �
; p
.
� � �,1�
�� ���r,����,,
,,
oa,�: oz�zz�,s Ice House America �0 NDATION �
SCALE: N4NE ��arch 310 Dodds Ave.
P.d.Box 3689 ��
REV: 1 13901 Sutton Park Drive S M-102 DETAI LS
STATr: FL � Adams& �hattanoogtt,Tennessee_7404 Building A, SUifC 100
� ASSOC11tBS �'H:{423)698-6675 Jflcksonviile, Ftorida 32224 QNQ NQTES
, Consulting Engineecs MAA IN:18-472 gp4-241-7535 PG OF '
'
� I
�
�
�
�
FRONT I �
REAR OF UNIT
3" LOWER THAN '-0" '-0" '-0"
FRONT� � �
� O �"
I
TIE DOWN STRAP
�
SIDE VIEW (typ per side) SCREW ANCHORS ;
36" MIN EARTH
EMBEDMENT
�
288"
204'>
136" �
7g" i s
D3 D3
24"
i
"i Q- - - � V1, 3, 4 & 6 VERTICAL
vi vz va H2 I UPLIFT TIEDOWNS
I I I
V2 & V5 DIAGONAL 45°
SLIDING TIEDOWNS
IH1, 2, 3 & 4 DIAGONAL 45' �
_ _. ---- - --- ----_vs. _---.._..--------�5-----�6------. .Ha..---..._TRANSLATI_ON.,_ROTATION,-----.._�. _..
� H3_ � � _ � Q _ � UPLIFT 8c SLIDING TIEDOWNS i
�
2 �
D3
PLAN VIEW - ANCHOR DIMENSIONS
'-0" �-0" '-0" 8"x16" MASONRY P !
I ER
— — — — — — (typ.) ON 24"x24"x12"
CONCRETE FTGS
=� � . � j
-' I I i
�
— — � — — -� — — ,,,,,�����,,,,,,, ,
, :� ��R�.IF/�'% I
24-0" ;_�/ V� �9], i;
PLAN VIEW - PIER DIMENSIONS = 'S '_
NOTE: SEE DWG D3 DETAILS & NOTES - NO. 43787 - �
,� STATE OF �; ,
:, F R 10P `��i�!'
\\ ,
,���„ � lg ,
DATE: 02 22/18 Ice House America AN HOR SYSTEM G
SCALE: NONE � March 3l0 Dodds Ave. LAYO UT D V
REV: P.O.Box 3689 13901 Sutton Park Drive S
STAiE: FL • Adams& Chattanooga,Temiessee 37404 Building A, Suite 100
� ASSOC1at0S PH:(423)698-6675 FO U N DATI O N M-101 !
• Consul[ing Engineers MAA JN:18-072 �acksonville, Flarida 32224 pG OF�
904-241-7535
I
� �
REAR OF UNIT �_p�� '-0" '-p" , I�i
3" LOWER THAN i I
FRONT� 0 i � /� � '
s �
TS 8x4
" ' " ' " ' " ' " ' TIE DOWN STRAP
� �� 3�'p��l J1�_6��1.� ,
' � J BOLT ANCHORS ,
SIDE VIEW (typ per side) '
288"
204° �
136"
78" 4 5
D5 D5
24"�-
V1, 3, 4 & 6 VERTICAL
H1 vi vz va H2 � UPLIFT TIEDOWNS
I -I V2 & V5 DIAGONAL 45' �
o I SLIDING TIEDOWNS �
I �L I H1, 2, 3 & 4 DIAGONAL 45'
-Ha -------v4._.---....-------us_.._. .------ve.__------- Ha.__. .._ TRANSLATI.ON.,.__ROTATION,- -._ _._._.
__..._. _...-- - -
O O UPLIFT 8c SLIDING TIEDOWNS
i
3 �
D5 ;
PLAN VIEW - ANCHOR AND FOOTING DIMENSIONS �
8"x16" MASONRY PIER
(typ.) ON 24"x24"x12"
'-0" '-0'� '-0" CONCRETE FTGS
�
I I I
�t- �
I I I SCALE: N.T.S. �
— — � — — � — — \\����`�iii��,,��/ �
.� '�
� �• %
: �� ►F/ : �
24'-0" �, Cq � i; I
_ C.> >` ,
'� � i
I PLAN VIEW - PIER DIMENSIONS _ �-
NOTE: SEE DWG D5 = N0. 43787 = ;
DETAILS & NOTES �� STATE OF �\ ;
: P ��
-, 0 .
� ,�` ' �'
���iiii��``
�� ��
oA�: 02/22/�s Ice House America OPTIONAL ANCHOR
SCALE: NONE March 310 Dodds Ave.
P.O.Box3689 SYSTEM LAYOUT D7
REV: 13901 Sutton Park Drive S
STATE: FL • Adams& Chattnnooga,Tennessee37404 Building A, s�tte ioo �OUNDATiON M-102 �
• � ASSOC12t0S PH:(423)698-6675 �acksonville, Florida 32224
Consulting Eny�ineers MAA JN:18-072 904-241-7535 PG OF'
�;s;;;= M1���:
„Z„ rn�M =zr� =�� � I
.�c.,z1 *�'-.-�,
CONT. =�`,;�Y,, r 7;',i °Z•• TRIM � �
��' k: •:';`�� i
�._ `�.�Ge����:�c.L%:'-' � �tiep��'su�. •x':z CONT.
:�''-T?�,�G i:rin?�.iJ:.r� °'�:=��"�'�+=+�'si:�• �
2" PANEL SKIRTING ;�i;�'_�°ei";?;���,,�:��:�; 7ga STRAP 7ga STRAP F;`,`^y/i��y�,� 2" PANEL
AROUND PUT IN , ATTACHMENT A T T A C H M E N T � '` - S K I R T I N G
PLACE � SITE TIE DOWN ENG AROUND PUT IN
MODEL HT6 PLACE � SITE
T1E DOWN ENG
MODEL HT6
(2) 8x8x16 , TlE DOWN STRAPS (2) Sx8x16
BLOCKS -- — ---- BLOCKS
OR � TIE DOWN STRAPS ' pR �
(4) 4x8x16 rn � EXISTING ASPHALT __ � �p(4) 4x8x16 �
CAP BLOCKS �CAP BLOCKS �
CONT. CONT.
CHANNEL EXISTING ASPHALT _� CHANNEL
, ��//��/%�/%/�/%/ �/%�/%�//��//��//�/%//�//� // %//�//�//��//��//��/%�/%�// /%/%/%/%�/////
1" X24' X24" I
"BLACK PAO"PIER PAD 1' X 24' X 24'
"BLACK PAD" PIER PAD '
M.H.ANCHOR � M.H.ANCHOR �
36" MIN EMBED 36" MIN EMBED
1 FDN M- 101 @ V1 , 3, 4 & 6 3 FDN M- 101 @ V2 & 5 �;
D3 SECTION SECTION ,
TIE DOWN ANCHORS IN GROUND OR ASPHALT
1, USE M❑BILE ANCH�RS 5/$'� MIN w/ 6' AUGER EARTH
ELEMENT WITH 3200# MIN WORKING L❑AD AND 48u MIN
� EARTH EMBEDMENT, C10 REQ'DJ ATTACH STRAP T❑ �
' 'TIE-D�WN" ❑N FRAME, ATTACH T� M,H, ANCH�R AND �
RATCHET DOWN,
2, H�T DIP GALVANIZED PER ASTM A153-CLATEST REV)
as�.- 3, LEAD AND EXTENSION SECTI❑N AND PIL�T P❑INT '
-' -- - _- L-ENGTHS-ARE---N�MINAL-,--EXPEGT- S�ME-VARIANGE,-- --------- -- - -
-- -----_- r:�?� _ __.__ _ _ . ---
---..�-,�..
����� 4, SHAFT MATERIAL PER ASTM A29 <LATEST REVISI❑N)
. 7 ga. bent ,
��;,:, ..,a•- �,v:.-c::+_ �
f., .`--:�;�.rati�.:,..fr,: corner bracket ❑R MECHANICAL EQUIVALENT� ,
.�.�. �
_ ;:�a���,;��,'�,�,,_; see dwg S1 5� HELIX MATERIAL L❑W CARB❑N STEEL MEETING �
; THE GENERAL REQUIREMENTS �F AISI, ❑R ASTM �
- A572 �R A935, �R ASTM A656 ❑R A936, I
' Tie Down Eng 6, C❑UPLING B❑LTS� PER ASTM A320 GRADE L7,
Model HT6
`� 7, ALL WELDING T❑ BE D❑NE BY WELDERS CERTIFIED �
�" MOBILE HOME UNDER SECTI�N 5 ❑F' THE AWS C❑DE D1,1.
, ---- AUGER ANCHOR 8, SCREW ANCH❑RS T❑ HAVE 48 MINIMUM GR❑UND EMBEDMENT,
W/ 1"Xl l GA. �
� STRAP TYP. 9, STABILIZER PLATES REQUIRED IN FL❑RIDA IN CLASS 4 ;
(see note 7) S�ILS CSEE APPENDIX-PART #59292 ❑R 59286, TIE-DOWN!
ExisnNc ENGINEERING, INC)
ASPHALT
�
i—� � �—I I— — — — — —i i
— — — — — — — — — �
i
1' X 24" X 24' (� �
'BLACK PAD' PIER PAD �
\\\\���111111����// ,
� �/
�� / i
D3 FOUNDATION TYPE 'M- 101 ' ;'�,��,�� �F��q�� ��; j
SECTI�N �, ,
DIAGONAL "INLINE" ANCHOR - r,o. 43787 =
(INTO SOIL — SEE D�JG D6) _�, TATE oF ��;
%,� I�P �'
,,
� � ��������`` ��� ,
DATE: 02 22/18 Ice House America FOU@�DATION
SCALE: NONE � �arch 3I0 Dodds Ave. M— I O I D ETA I LS D 3 a
REV: P O.Box 3689 13901 Sutton Park Drive S
STATE: FL � Adams& Chattanooga,Tennessee 37404 guilding A, Suite 100 T �
• � Associates PH:(423)698-6675 �acksonville, Florido 32224 A N D N 0 I E S
Consulting Engineers bIAA JN:18-072 904-241-7535 PG OF ; 'i
I I
,_0�� FRONT
REAR OF UNIT —� —� j
3" LOWER THAN '
FRONT� � '
0 O �'
TS 8x4 TIE DOWN STRAP i
i
SIDE VIEW (typ per side) CREW ANCHORS
48" MIN EARTH
EMBEDMENT
288" �
204" I
136" '
7g,� � i s
D3a D3a D3a
Q- V1, 3, 4 & 6 VERTICAL
Hi vi vz vs H2 UPLIFT TIEDOWNS i
IV2 & V5 DIAGONAL 45'
SLIDING TIEDOWNS
I I H1, 2, 3 & 4 DIAGONAL 45'
� H3 V4 VS V6 H4
TRANSLATION, ROTATION,
_ p Q _ _ � p _ UPLIFT & SLIDING TIEDOWNS �
PLAN VIEW — ANCHOR DIMENSIONS
i
8'-0" 8'-0" 8'-0" �
8"x16" MASONRY PIER '
— — — — — — ON 24"x24"x1" "BLACK PAD"
PIER PADS (TYP) �
V I I
I �
� I I
� � I� � � �I II � � I
I
24�_Qlf \������_aR�iiii/�� � I
\� Cf�� �i� �
PLAN VIEW — PIER DIMENSIONS \����� I F l�'.9�,' /�; I
- �: �
NOTE: SEE DWG D3a = = i
DETAILS & NOTES - NO. 43787 = !
_� STATE OF ��\ ;
�;� 1� ,
�, ,
� ' � � /�
� ����,�,,�
,�
DATE: 02/22/18 ANC�IOR SYSTEM
SCALE: NONE March 3'°D°dds""e. I c e H o u s e A m e ri c o
REV: � P.O.Box 3689 LAY 0 U T D 6 a
Adams& C6attanooga,Tennessee 37404 �3901 Sutton Pork Drive S
STATE: FL � � ASSOC11.t0S PH:(423)698-6675 Building A, Suite 100 FO U N DATI O N M—� ��
' Consulting Engineers MAA JN:I8-072 Jaeksonville, Ror'td0 32224 pG OF
904-241-7535
i
I
FRONT
REAR OF UNIT �
3" LOWER THAN '-0" '-0" '-0" �
FR 0 N T,I� ``�
� ' � �
O I � i
s s �
' ' ' ' ' ' TIE DOWN STRAP
TS 8x4 0 1'-3����J J.�_.��1� I
� � 6 J BOLT ANCHORS
SIDE VIEW (typ per side�
288"
204"
136" '
78' 5 4 8
D5 D5 D5
V1, 3, 4 & 6 VERTICAL
Hi v� vz vs Hz UPLIFT TIEDOWNS
Io I V2 & V5 DIAGONAL 45' �
II SLIDING TIEDOWNS
ML I H1, 2, 3 & 4 DIAGONAL 45'
H3 va vs ve H4 TRANSLATION, ROTATION,
O O UPLIFT & SLIDING TIEDOWNS
____ _ _._ ____ ___. __.___ PLAN VIEW – ANCHOR AND FOOTING DIMENSIONS �
I
8'-0" 8'–p" g'–p" I
8"x16" MASONRY PIER ;
— — — — — — ON 24"x24"x1" "BLACK PAD" �
PIER PADS (TYP) �
� I
I
� I !
�
— — � — — � — — '
�
24'-0° \\\\\\����i i i i�i�,,���////
: �'�F/ `_'Y_'; '
� c �
PLAN VIEW – PIER DIMENSIONS �� G� "9j� �; I
- �� i
NOTE: SEE DWG D5 - N0. 43787 = �
DETAILS & NOTES % STATE OF �;
, c�` Op, �j�,9; ,
;, � _
, ,
, �.,�.�.��
lll I I�1.7—v \ /�,� /� ,
���il
�A�: 02/22/�a Ice House America OPTI NAL ANCHOR
SCALE: NONE � March Po.soXd36 9e� SYSTEM LAYOUT D7CI
REV: Chattanoo 13901 Sutton Park Drive S
STA1E: FL • Adams& S�,Tennessee37404 Building A, s��te ioo FOUNDATION M-102
� ASSOC1at0S PH:(423)698-6675 '
' Consulting Engineers MAA JN:18-072 904 s241 ill 75 5orida 32224 pG OF'
�
�
Pnncipa;s
� ��� Joe B Hutcherson III,P.E.
Thomas L.Miller,Jr P.E. j
�� �� /� �y�^��+ ,Q,. Scott T McKenzie,P.E. I
D .[—�.�G1J.11J lX. C Jeffrey Westbrook,P.E. '
���� Assoeiat�s Michael B.Hutcherson,P.E.
Consulting Engineers �
Quality Engineering Srnce 9982 I
I
February 23, 2018
Ice House America, Inc. �
13901 Sutton Pa�k Drive S - - - -
Building A, Suite 100 �
Jacksonville, FL 32250
Attention: Laura Weiland �
Re: Optional Foundation Details Using "Black Pad" Pier Pads ,
for Ice House America Units �
Dear Ms. Weiland: ,
I
March Adams & Associates, Inc. has researched the use of this optional foundation system in �
lieu of poured concrete footings.
This system has been previously submitted to and approved by several local building permit
departments in Florida at the request of Ice House America dealers in those areas.
- - �-- -
------ - - --- ------�._.._._...- ------.._--------------- --- --------------------__ _-------._.....—-- ----- — ----- -
We have developed the attached revised drawings and attached the "Black Pad" product
information for use throughout the State of Florida as an optional foundation system. �
The attached Drawings D3a, D6a and D7a can be substituted into any existing sets of permit �
drawings for Drawings D3, 6 and 7 and submitted to the local building permits departments as i
needed. i
Thank you for your attention to this matter. ;
�
Sincerely,
i
�
Thomas A. Retseck PE ���,`�""',,,,� �
Senior Vice President ,� � I F� � �
March Adams &Associates, Inc. ����� C,9�� � �
��
N0. 43787 - �
,� STATE OF Q; ;
:��� � �i�!'
,, �,
� Z� t�
��'' ����`��� ;
Street Address M,ailing Address
310 Dodds Avenue P.O Box 3689
Cha#tanooga,TN 374d4 Chattar�ooga,TN 374fl4
Phone(423)69B-6675 w w w m a r c h a d a m s. c o m Fax(423)698-3638
CIVIL • STRUCTURAL • MECHANICAL • ELECTRICAL • INDUSTRIAL ,
I
I
o �
CS102:02450 �
I
IS017020(IAS AA-682) Listing Report: PVO�O105-3 i
L 1 S T E D IS017025(IAS TL-259)
i
PRODUCT: The Black Pad Pier Pad
D1V1S9ON: Si�e Construction (02)
SECTION: Foundation and Load-Bearing Elements (02450) �
APPLICATION: Manufactured Housing
Manufacturer: block or a steel pier stand having a base that is 7.25- !
PolyVulc USA, Inc. inches square. The maximum allowable concentrated
1645 Haining Rd loads for each listed model are provided in Table 1.
Vicksburg, MS 39180 6. CONDITIONS OF USE: I
ManufaCturing Locations(s): The Black Pad pier pads described in this report comply
with the codes listed in Section 2.0 of this report,
As noted above subject to the following conditions: i
6.y. Installation complies with this report and the
1. SUBJECT: manufacturer's installation instructions.
The Black Pad pier pad models: PP1616,PP1723, 6.2. Installation is limited to soil with allowable bearing �
PP1818,PP2020,PP2626, strengths of 1000 psf to 3000 psf. Soil bearing �
strength must be verified
2. SCOPE: 6.3. Loose soil and/or vegetation must be removed
NTA, Inc. has evaluated the above product(s)for prior to installatiori. ;
compliance with the following codes: 6.4. Pier consists of single or double stacked CMU �
• Federal Manufactured Home Construction and blocks having nominal dimensions of 8x8x16-
Safety Standards,24 CFR§3280 inches, or a steel pier stand having a 7.25-inch �
square base 1.5-inches wide. !
NTA, Inc. has evaluated the following properties of the 6.5. The design pier load does not exceed the lesser
above product(s): of the pad capacity,soil capaciry,or pier capacity.
• Concentrated load capacity 6.6. In areas subject to frost heave the pad must be
-.-- -_ - .__..--.---.-__-.--_.-- -.------ . ._ __ -__-- -.-.-_—.--_...---.--- -__-._.--..____._._installedl�elo.w_the�r.ost_line._or.._as_.required..by.the ._---.--�- _
$. USES authority having jurisdiction.
The Black Pad pier pad may be used to provide a 6.7. The pads are manufactured in the production
foundation footing to distribute concentrated pier loads facility(ies) noted in this report and under a quality �
to the underling soii for manufactured housing control program approved by NTA, Inc.
constructed under 24 CFR§3280. The Black Pad may
be used on soils having allowable bearing capacities 7. EVIDENCE SUBMITTED:
ranging from 1000 psf to 3000 psf. NTA, Inc. has examined the following evidence to
evaluate this product:
4. DESCRIPTION: 7.1. Review of plant quality assurance manual ;
The Black Pad pier pads are injection or compression 7.2. Plant certification inspection of manufacturer's i
molded plastic pads, with a smooth surface and a production facilities, test procedures, frequency !
ribbed surface. The size varies with the model, as and quality control sampling methods, test
provided in Table 1. equipment and equipment calibration procedures, i
test records, dates and causes of failures when i
5. INSTALLATION: applicable.
Each pad or bundle of pads shall be provided with 7.3. Qualification test data in accordance with 24 CFR �
operational instructions. This evaluation does not cover §3280.401(b) i
installation of the pier pad into a complete foundation 7.4. Follow-up quality assurance audits of the i
system. Proper foundation design involves many production facility(ies)in accordance with NTA �
factors which must be considered separately by those IM007.
responsible for approval of the overall foundation 7.5. Follow-up testing in accordance with NTA IM007.
design_ Pads are to be installed based on the Evaluation evidence and data are on file with NTA,Inc. �
foundation design of fhe manufactured home to be ;
supported. Individual pier loads must not exceed the i
values listed on the pad for the allowable soil bearing
strength and pier type,either a nominal 8x8x16-in.CMU �
This listing report is in(ended to rndicate that NTA Inc,has c��aluated proclirct described and has found it[o be eligib(e for labeliizg. Product not la6e(ed as
specified herei�t is�iot covered by this report NTA Inc.makes no warranty,either expressed or it�tp(ied,regnrdi�rg the product covered by this report. �
NTA,INC.• 305 NORTH OAKLAND AVENUE • P.O.BOX 490 • NAPPANEE,INDIANA 46550 PHONE. 574-773-7975
WEB: WWW.NTAINC.COM FAX. 574-773-2732
Polyvulc Listing Report 2005-06-06.doc Issue Date:06/06/OS
Prepared by: Eric Tompos Expiration Date:06/07/06
Reviewed&approved by Frank Brubaker Page 1 of 2
i i
i ,
i �
o ! '�
CSI 02:02450 I
IS017020 (IAS AA-682) Listing Report: ��0�0105-3 i I,
L 1 S T E D IS017025(IAS TL-259)
8. FINDINGS: �
All pier pads are manufactured under an in-plant 9. IDENTIFICATION: ' li
Quality Assurance program to insure that the Each eligible pad or shall be permanently marked to � '
production quality meets or exceeds the provide the following information: �
requirements of 24 CFR §3280 and the criteria as a) The NTA, Inc. listing mark,shown below; �
established by NTA, Inc. Furthermore, pier pads b) NTA's Listing No. PV060105-3 ;
must comply with the conditions of this report. c) name& address of manufacturer; '
d) pad model number;
This reporf expires one year from fhe issue date e) rated load capacity. ;
noted below. �
�
i
�
�
L 1 S T E D �
PV060105 - 3
�
Table 1: Pier Pad Models and Maximum Load Ca acit ,
. _.__. _ ___. _________ Nominal _ _. _.,____ _____________ Maximum Pier Load(Ibs)
Dimensions Soil Allowable Bearing Capacity ;
Model (L x W x T) Pier Types 1000 psf � 2000 sf 3000 sf i
PP1616 16 x 16 x 1.2-in. CMU/Pier Stand 1750 � 3500 5250 �
PP1723 17 x 23 x 1.2-in. CMU 2710 � 5430 8140
PP1818 18.5 x 18.5 x 1.2-in. CMU/Pier Stand 2474 , 4940 5590
PP2020 20 x 20 x 1.2-in. CMU/Pier Stand 2770 5550 5840 �
PP2626 26 x 26 x 1.2-in. CMU/Pier Stand 4690 7390 7390
Refer to Section 6 for details on pier types. �
1
�
�
i
�
�
I
• I
This listirig report is intended to indicate that NTA Inc.has evaluated product described and hc[s found i!to be eligible for Inbeling. Product not labeled as
specrfied herein is not covered by t1:is report. NTA Inc.rnczkes no warrnnty,either expressed or imp(ied,regnrding the product covered by this report.
NTA,INC.• 305 NORTH OAKLAND AVENUE • P.O BOX 490 • NAPPANEE,INDIANA 46550 PHONE: 574-773-7975
WEB: WWW.NTAINC.COM FAX: 574-773-2732
Polywlc Listing Report 2005-06-06.doc Issue Date:06/06/OS �
Prepared by Eric Tompos Expiration Date:06/07/06
Reviewed&approved by: Frank Brubaker Page 2 of 2
i
Services Page 1 of 2 i
l�le �I�C� �dv ,. � ',�
�l��R �AD � �
�. ,
, �y ;
;�Designed For Manufactured Housing , - a; j
�� - -.� ; ��'' , I
Benefits: ��'� ' �`�::.� '
�f
,
- H�me •UV Stable �-_M .;; � `.- • �
�-�"p��yW���-- - •Easy Installation �`�'� ,
i
Pier Pa�1s • Saves time&labor O�her Uses: i
-�����������-�- • Strong and durable •Recreational Vehicle Applications (R� �
Outrigger Landing Pads
Contact U.s •Eliminates deflection Stabilizer Pads
�i����rt � •Made from 100% recycled materials •Deck Foundation Support
�
•Resists most herbicides •Portable Building Foundation Support i
and pesticides Pads '
•Replaces wooden, concrete,and •Landscape ,
', ABS pads ,
Characteristics �
•Light weight,saves on shipping p e n s i t y 1.13 g/cm3 i
&handling S t i f f n e s s 535,054 psi '
Izod Impact 0.95 f t.Ibs./in.
Gardner Impact 164 in:Ibs.
Dimensions(inches) Weight(pounds)Price/Pad �
Pier Pad-16 x 16 x 1 3 $5.25 Order j
Pier Pad-17 x 23 x 1 5 $8.75 Order I
Pier Pad-18.5 x 18.5 x 1 4 $7.00 Order
Pier Pad-20 x 20 x 1 5 $8.75 Order ;
Pier Pad-24 x 24 x 1 9 $12.60 Order �
�
�
http://www.theblackpad.com/pierpads.html 7/21/2010 ;
— --- — -- ---- —�
�
�r-3" VENT ON �
JI�— SIDE OF HOUSE �
' RC70F �
�
( � I
I 3 �
( StNK i
FLOOR SINK I I
(TROUGH DRAIN) (
OP110NAL
3' VENT 70 F100R 2"4 i
ABOVE ROOF TROUGH RAIN NO TRAP i
J—GAP� (OPEN SYS7EM)•
3'� FLOOR SINK
(FIELD LOCATE) � FLOOR '
� �
r---`- -------�
� � 2" DRAIN
� � AND FITTZNG
� � �
I �_� E ��QP_� I 3" CO
� — � 3" TRAP
i (
1 � 3A ra ss
� � ,
I �
� �Y ===__� � QRAIN, VENT, 1NAS�E
' ' RISER DIAGRANI
� ,
� ,
� ,
� ,
� 10E BIN I TO ICE �» F7lTER jr�� '
� � �1AKER PEX PIPING (TYP)
I �
� 1�" PVG SINK�
1 ( pRAIN VAl.VE
� DRAIN UNDER� �R TO SINK
� THE FLOOR � ���
� � Jr�" 701NTERIOR
� � EXTERI�R H�S£
� � BIBBS W/ BFPs ;
I �
� � _ OPTIONA� VALYE
- ----_ _----_.._.._—.�______--- - � _.. -- �-
- --___---------__---------__._-_---.. .— _
_. _. .- --- --_ _.. ._
'----- --------� - -
WATTS 9p9 PRV AND BFP
TO��- SHUT OFF VALVE
DISPENSER �
SOAP QISPENSER
�
EXTERIOR HOSE BIBB �4n �R ��� M I;
WITH BFP 'NATER SUPPLY �
SINK ,1 WATER SUPPLY '
,
�-' RISER DIAGRAM ;
INTERIOR HOSE BIBB I
WITH BFP �
FOR C�EANING '
$���i�it6asp� �
�F�������� i
PLAN VIEW ��sc,,����`'`����'� �� i
(SEE P2 & P3 FOR ADDITIONAL INFORMATION) =��' /vp.6 . �'�
� • � �/4 if� '
�M .�}�� Y a °� I
r /•r • Q y �
r � ��� ��4
� � i
/^� + �i
4�y f s�+�i ���m'�"��0�� I
'��,�. a �n s ,(�� .��
,a k7 �
DATE: Q2/22/18
���b��+eaae+�mB���a
SCALE: N4NE 1 �lODoddsAva. ICP, House America TANDARD � {
��Iarch ,
REV: p� P.O.Box 3689 �.,1'�
STATE: FL � Ada.mS(X. Chattanooga,Tennessee 37404 �3901 Sutton Park Drive S
� ASSOC1ateS pH:(423j698-6675 Building A, s��tB �oo P L U M B i N G P LA N
� Cons„16ng Eng;nee,s MAA.TN;18-Q72 Jacksonville, Florida 32224
9d4-241-7535 PG OF'
�
AIR GAP REQUIRED BETWEEN WATER SUPPLY AND THE FLOOR
LEVEL RIM OF THE ICE MAKER C�'x2' BUT NOT LESS THAN 1')
3/8' ❑D COPPER NOTE� ALL WATER PIPE & FITTINGS CPVC EXCEPT WHERE NOTED.
1/2' CPVC ICE MAKER ALL PLUMBING IS INSIDE THE MACHINE T❑ PREVENT ,
FREEZING IN C�LD WEATHER.
CONDENSING UNIT
COMPRESS�R
& HOUSING
�
_ �
i
SEAL WITH DRAIN �
PERMAGUM SEALANT PEX PIPING (TYP> VALVE
ICE BIN
� *SINK
ti
ICE BIN DRAINS �
THRU H�LES IN � SHUT �FF
BIN TO L �R DRAIN ,.�� VALVE
� ,
HOSE BIBB ❑N �
SIDE �F HOUSE
2' FLDOR DRAIN IN 1-1/4' SINK DRAIN W� BFP
TROUGH SEE DRAIN/TRAP
DIAGRAM BELOW
SLOPE T❑ DRAIN
4x8 STEEL BEAM
2' FITTING SEALED WITH INTERIOR HOSE
BIBB FOR CLEANING
SILIC�NE CAULK BFP w/ BFP
L E G E N D SHUT OFF VALVE
1/2' CPVC PIPE EXTERI�R (PEX PIPING INTERIDR) T� WATER METER
_. - - ------ —_ — --— -.. _. ._ _ __ _ _—
---- 3/8' OD COPPER PIPE CONNECTED w/
C�MPRESSI�N FITTINGS FROM CPVC TO SUMP TANK I
�Q BALL VALVE 1/2'
BFP❑ BACKFLOW PREVENTER WATER DISTRIBUTION DIAGRAM �
� WATER FILTERS <OPTI�NAL)
� OPTIONAL PRESSURE REDUCER CIF INCOMING PRESSURE > 70psi i
�t �PTIONAL EQUIPMENT
�
i
2' DRAIN INSULATED FL�OR PANELS '
�IN TROUGH � �
�SLOPE T❑ DRAIN
4x8 STEEL BEAM
BACKSIDE OF
ICE HOUSE 3/4' FITTING �
a a PVC �
FLEX '
HOSE ,Y, �
DIVERTER �
VALVE PVC � ��{����+=����i`��������
FRENCH �P' TRAP� �ye1l�'�(��`'e`;.'��f%�/�a� I
DRAIN O ��A ��*9�1�� • �a� ��
� ��. , '� ,
•
� ��: �o O : ,
REMOVABLE �) C�?�� ��• �S .O�,
HOLDING TANK �T�v� = � e��
� � • ��� ��w
i ;.�-�
DRAIN/'P' TRAP DIAGRAM r�, �� ° o���������'�o
���8�1�� ���
DATE: 02/22/18 �
SCALE: NONE � March 3'°D°d�A"e. Ice House Americo OPTIONAL p �
REV: P.O.Box 3689 13901 Sutton Park Drive S r�
STATE: fL • Adams& Chattanooga,Tennessee 37a04 Building A, Suite 100 P L U M B!N G
. � ASSOC11teS PH:(423)698-6675 ;
Consultin En ineers MAAJN:IS-072 Jacksonville, Florida 32224
� S 904-241-7535 DETAILS w/ RH PG oF'
- - -------- — --- I
PLUMBING �IOTES AND SPEC(FICATIONS: 2017 FLORIDA BUILDING CODE (PLUMSING)
6TH EDITION '
1, ALL FIXTURE TRAPS SHALL HAVE L.IQUID SEALS OF NOT LESS THAN 2' AND NOT MORE ?HAN 4",
OR DEEPER FOR SPECIAL DESIGNS RELATING T� ACCESSIBl�E FZXTl1RES. TRAPS WILL BE �
SELF-SCOURING AND SHALL NOT HAVE INTERIOR PARTITIONS EXCEPT WHERE SUCH TRAPS AR£ �
INTEGRAL WITH THE FIXTURE.
2. DWV SYSTEM SHA�� BE EITHER ABS aR PVC-DWV. �
3, WATER SUPPLY LINES CONNECTING THE ICE HOUSE T❑ THE WATER SUPPLY (MAIN) SHAL.L BE 1/2'
PVC SCNE➢U�E 40 aR C�PPER THE PVC SCH 40 PIPE SNALL BE INSTA��ED IN AGC�RDANCE WITH
THE MANUFACTURERS LIMITATI�NS ANB INSTRIlCTIONS.
4, HUILDING DRAIN AND CLEAN�UTS ARE DESIGNED AND SITE INSTALLED BY ❑THERS. SUBJECT T❑
L�CA�. JURISDICTION APPRIIVA�,
�
5, PIPES WILL HE SUPPCIRTED HY HANGARS SPACED AS INDICATED HELOW+ i
A) VERTICA� SPACTNG�
TUBING MAXIMUM SPACING IS 4'-0' ❑,C.� ABS, PVC, AND C�PPER PIPE �R C�PPER TUBE MAXIMUM
SPACING IS 10'-0' ❑,C.� PIPE 2 INCH OR SMALLER WILL BE SUPPfJRTED 5'-0' O,C,
B) HORTZ�NTAL. SPACING�
ABS, PVC AND CPVC PIPE �R TUBING 1-1/4 INCH ❑R LARGER MAXIMUM SPACING IS 4'-0' O,C.� PB
PIPE MAXIMUM SPACING IS �'-8' D.C.� C�PPER PIPE MAXIMUM SPAGING IS 12'-�' O.C.� CQPPER
TUBING i-114 Ih�CH AND SMA�LER MAXIMUM SPACING ZS 6`-0` �.C, Cf�`-0' F�R i-fJ2 INCH AND
LARGER)f CPVC PIPE MAXIMUM SPACING IS 3'-0' O,C, �
ALL PIPE NANGERS WILL SUPPORT BOTH PIPE ANA G�NTENTS AND BE �F APPR�VED MA7ERIAL.S
THAT WI�I NCIT PR�MQTE GA�VANIC RCTIQN.
6, WATER SUPPL.Y OUTLETS PROVIDED WITH HOSE BTHBS, SILL COCKS ❑R ❑THER CONNECTI�NS SHALL
BE PROTECTED AGAINST BACKFLQW BY AN ATMQSPHERIC-TYPE OR PRESSURE-TYPE VACUUM
BREAKER COMP�YING WITH TABLE 608.1,
7, WATER DISTRIHUTION PIPES MAY BE HRASS PIPE, C�PPER PIPE �R TUBE, GALVANIZED STEEL
PIPE, CPVC ❑R POC.YBUTY�ENE tPB> PLASiIC PIPE ❑R TUBZNG. ND HOT WATER F�QWS 7NRU TNE
DISTRIBL7TION PIPES,
8. A FUI.�-�PEN VALVE WILL BE INSTALLED ON THE WATER DISTRIBUTIflN SYSTEM INSIDE THE
BUILBING QN TH£ WATER SUPPLY PIPE NEAR THE ENTRANCE. CF]PTIQNA�-FI£�D INSTA��ED)
9, IN AL� BUILDINGS, EACH INIIIVIDUAL FIXTURE SHA�L HAVE A SHUT-OFF VALVE �N THE F[XTURE
SUPP�Y. '
10, ALL REQUIRED SHUT-�FF VALVES AND FULL-OPEN VALVES INSTALLED IN THE WATER �
DISTRIBUTION SYSTEM MUST BE PR�VIDED ACCESS.
_. _. _..__ ____ __. ___--- ------- ----- --_ __---__.._.. - ---- - - - - - -- __
11, ALL AHOVE GR�UND DRAINAGE AND VENT PIPES MUST BE EITHER CAST IR�N, GA�VANIZED S7EEL �
PIPE, ABS PIPE (ASTMD 2661) �R PVC PIPE (TYPE DWV), �
12. HI]RIZONTAL DRAINAGE PIPE 2-112 INCHES t]R SMA�IER WI�L BE INSTAL�ED WITH A MINIMUM i
SLOPE OF 1/4' PER F00T, PIPE SIZES 3 T[] 6 INCHES WILL HAVE A MINIMUM SLOPE l7F 1/8' PER
FO�T, INSTALL A CLEAN OUT AT ALL H�RIZONTAL DIRECTION CHANGES. I
13, RLL �PEN VENT PIPES WIL� TERMINATE FULL SIZE TO THE OUTSIDE AIR AND PROJECT A
MINIMUM OF 6' ABOVE THE ROOF, THE JUNCTURE OF EAGH VENT PIPE WITH THE ROOF LINE
WIL� BE MADE WATER TIGHT BY AN APPROVED F�ASHING, �
�
�14, ALL WATER, S�IL OR WASTE PIPE WILL NOT BE INSTAL�ED ❑U7SIDE OF A BUII.DING, ❑R
CONCEALED IN WALLS, OR IN CRAWL SPACES OR OTHER �OCATI�NS SUBJECT T❑ FREEZING,
UNLESS ADEQUATE PROTECTIdN IS PR�VIDED BY INSULA7I�N QR HEAT �R B�TH, �
15, ALL PIPING MUST BE F��D GRADE QUALITY, HOSE BIBBS T❑ BE FQOD GRADE TYPE <SEE NOTE #6 �
ABOVE),
16. VALVE ABOVE WASTE DISPOSAL TANK TO HAVE SHUT-OFF VAIVE SELECTOR FOR EACH DIRECiION. (SEE 1
DWG P1 OR P2). '
17. HAND WASHING SINK TD BE STOCKED WITH HAND S�AA & SING�E USE CPAPER) T�WEC.S.
18, P�TABLE WATER OB7AINED FR�M THE PUBI.IC WATER SYSTEM T� MEET ❑R EXCEED THE r����t� a� I
REQUIREMEN7S IlF 40 CFR142 rIATI[JNAI. PRIMARY DRINKING WATER REGllLATIDNS ANB FC.£1RIDR �������,i,� ����$��, �
STAiE DRINKING WATER STANDARDS, !'�C"' .•••.� � y
k� ..�CEN .
19, ICE $IN C�VERED BY A RDOF STRUCTURE THAT PROTECTS THE ICE FROM LEAKS. i���.'�\ S ' j
I
24� DRINKING WATER SYSTEMS SHALL BE FLUSHED AND DISINFECTED BEFORE BEING PLACED INTO �U' • N 0.6 F �.�I M !
SERVICE PER FO�D C�DE SECTION 5-101,2, e
o a
� '�'a s�Q' �
a `� I E OF �C�"� �
4 • •��♦
� � 4
• �
t♦ } «(a� R��a *��,�,�
� ������o�y
�B�Mieeen����9
DATE: 02/221$ Ice House America �
SGALE: N4NE 310 Dodds Ave.
REV: 1 l��arc p.p.Box 3689 13901 Sutton Pork Drive S P LU M B I N G N OT E S P 3
STATE: FL �► Adams& ehatt�oo$A,Tennessee 37404 8uilding A, Suif2 100
� ASSOCIe'it�S PH:(423)698-6675 ,�a�kso�ville, Fiorida 3222h
� Consutting Engfieers MAA JiV:I8-072 904-241-7535 � 0��
, �
i
SERVIt�E PANEL SCNEDULE ;
NAME: SE * VOLTAGE: 24Q OR 208/120, 3 PH., 4 WIRE �SERVICE REQUIRED
FRAME: 20Q AMP FEEDS F'ROM: UTILITY FROM GOCAL ,
MAIN: 200 AMP MCB PROVIDE NEUTRAL BAR UTIL�INICOMPANY
TRIM: SURFACE, NEMA 3R PR4VIDE GROUND BAR
AIC RATING: 10,000 AMPS MINIMUM '
PHASE LOAD TOTALS �
GKT LOAD TRtP PLS A B C PLS TRtp LOAD �{(j
1 SMAU, MOTORS 18 3 1660
(SEE CHART BEIOW FOR 6651 3 &0 ICE MAKER � '
WSRE SlZES}
3 1660 t#4la w/crvo}
6651 � i
$ �sso
6651 g
7 CONTROLLER 2p � 1200 �
(�12 WIRE} 1683- 3 15 FREEZER CONDENSER 8
9 SPACE ____ (#14 WIRE) '
1663 �q
1 t SPACE ___
1663 12 '
13 LIGHTS 20 1 300
(�12 WIRE} 1440 2 15 MQNtTQR1NG DEVICE 14
15 SPACE ____ (#t2 OR #t4 WIRE)
1440 16 ,
17 SPACE REGEPTABLE {OUTSIQE}
500 1 2p (#12 WIRE) GFI 1$
19 RECEPTACLE QNSIDE) 2Q 1 500 LIGHTS �
{�sz wiRE} cFi �oao � ao t#�z w��E) zo �
21 SPACE ___ �
---- SPACE 22
23 SPAGE ___
---- SPACE �4
25 RECEPTACLE (OUTSIDE) 20 1 500 OP7lONAL
{#12 WIRE} GFI 288d 2 34 HdT WATER NEATER 26
27 SPARE 20 1 ---- (#10 WIRE)
2880 UNDER SINK 2� ,
29 RECEPTAC�E (R04F} 2p � ���
(#12 WfRE) GFI WP/WR --- SPACE 30
_ --- -- - ._.. .----._.._—..___.-----.___..----__._...__---_.,.._---.---PHASE-k�OAD--TOTAL-S_.. PROVIDE 7YPEWRlTTEN SC2IEDULES WIFH._ ._
PLASTIC COVER. CIRGUIT NAME5 TO BE '- "��-` -'
q g � EXACTLY AS LISTED HERE. PRQVIDE i
ENGR,4VED NAMEPIATE ON FACE OF
17794 14294 10974 PANEL. - T4 8E DdNE lN FtEt,O BY
ELECTRICIAN. I
TOTAL CONNECTED LOAO = 43 KVA TOTAL CONNECTED AMpS = 102 AMPS I
EQUIPMENT WIRING TABLE ;
UNIT HP VOLTAGE PHASE AMPS WIRE CONDUIT GROUND �
�
AUGER UNIT 3/4 220 V 3 2.8 #14 1/2" #14 �
BLOWER MOTOR 1/2 220 V 3 1.8 #14 1/2' #14
CHAIN MOTOR #1 3/4 224 V 3 2.8 !
#i4 1/2° #t4
CNAIN MOTOR #2 1/3 220 V 3 t.6 #14 1�2" #�q �
LEVEI CONV. 1/4 220 V 3 1,1 #74 i�2" #�q I
ICE MAKER #t td 220 V 3 66.8 #4 & #t4 1~1/4" �6 I
FREEZER CONDENSER 1.5 220 V 3 1� #14 3/4" #14 ``��1�ti1<<t�ttjijj
ICE MAKER #2 10 220 V 3 66.8 #4 & #14 1-1/4" #6 �� �� �� �
OPTIONAL ���� �j �"......L<F�,��i�
TABLE NOTES: �` •1�;•-\C E A/O �� I
� � � � y••�e� � I
1. THE ELECTRICAL CONTRACTOR SHA�L FIELD COORDINATE WI7H THE MECHANICAL CONTRACTOR � � •� ' �
CONCERNING THE ELECTRICAL INFO OF AL.I. MECHANICAL DEVICES REQUIRING AN EI.ECTRICAL � F`"'�• No. 53490 ;� � �
CONNECTlON PRlOR Tfl DOWG ANY WflRK. ANY R15CREPANClES BETWEEN TNE FlE�D OBTAlNEQ = 7t ; * ;.* � �
tNFORMATION ANd THE INFdRMATION SHQWN ON THE E�EC7ft(CAL PLANS SNALL 8E BRdUGHT Td THE � -
ATi'ENTION OF THE ENGINEER PRIOR TO DOING ANY WORK. � ..p' STATE OF 'c� �
� s � � i
2. PROVlDE NEUTRALS ON AS REQUIREd BASIS, FIELD VERIFY. � .���.� • �,p
r j�
3. AL.� DISCONNECTS 70 BE HEAVY DUTY. FUSES TO BE RK-5 TYPE, SUBMIT SHOP DRAWINGS. �
BUSSMAN FRN-R-(AMP) !S SPECIFIED. �� � 1�
fttt!lJ7tItt11
DATE: 02/22/18
SCALE: NdNE 1 3tODoddsAve. ICEii HOI�,ISP, America E�EC. SCNEDULES
It�Iarch Eo
REV: P.O.Box 3689
STATE: FL �r Adams& Chattanooga,Tennessee 37404 13901 Sutton Park Drive S �A �f q
� ASSOC11teS P���423)698-6675 8ulding A, Suite 100 IVI` 1 � 1
� Consutch,gBngineecs MAA,tN:t8-072 Jacksonville, Florida 32224 ,
9d4-241-7535 PG OF
V7.Z7 Vl O �
a<an .
��� m� ,
�.�I., Z N
Z N
m�
�
�� �
� �
�a�
�o��
� .� �
���'� � .
���� CONDENSIf�iG UNIT AUGER CONTROL
x d o o ICE BAGGER INTERIOR
A��d UNIT WALL �ON ROOF UNIT AUGER MOTOR EVELER MOTOR
)
�v° " a 19 (GFI) �
�,� Wy ----- -- ---=- -----
---------
°Oo��on o�oa � S �` S
N���" BLOWER i � � �
`"� MOTO i I I 2"�
� I I DRAIN
.� � -, ,
� WATER RESISTANCE i � _� i I I
A OUTSIDE LIGHT � = o � i w ��,�I�J HF�IN 1 MOTOIR I I I I
��m� n JUNCTION � — j � � I°I �
�'� � J ! ¢ I I I I I I �A I N � M O t O R I I I �
NO = � m B O X I I
� 5�n s = 25 � � � �
W��� O I 1 CHAIN 1 1 4
`��.�o � 17" DOWN ii 13 � �
W o o � FROM ROOF � i � i I I
N � WEATHER PROOF ____________ _____5-'S=�_�'-�----------------- 14
� �, D GFI 110V OUTLET �
� CONTROLLER � � 24'-0"
�p BOX �� � 10
200 AMP 3
� (CIRCUIT 7) `�\ THHN PHASE SERVICE
p• �'- NEMA 3R
ONSIDE OR
BACK OF BLDG
� m P LA N ' V I E W M - 101 W�,6�� AFF GFI
, m� `,,��i����������, 110V OUTLET
� C� `i. �a ,f T �.,� , WP/WR
.
"' o.•°�����'•h,�'� ��� . LIGHT DESCRIPTION�
� � o ,� v � STONC❑ LIGHTING - R�UGHLYTES -
�— � 2014 FL�RIDA BUILDING C❑DE� ENERGY
D �� � o �: � � C❑NSERVATI❑N CLIGHTING C❑MPLIANCE ROUGHLYTE FIXTURES GUARD AGAINST M�ISTURE AND
Z � -Di n� • = CALCULATI❑N) DEBRIS, HEAT AND SHOCK RESISTANT GLASS WITH
�� r, * �' m• � � PVC BAYONET GUARD, PRE-WIRED S�CKETS.
o A Z� � � 3 C75)/8x24=1,17 WATTS/SQFT ;�C 1,2 WATTS/SQFT
� o G;•� � CSEE TABLE 505,5,3) '
��"� .�; ,� :
. �
. .•:3i �.`
� FFR....:�� ���. ;
� f�l `���i�*i�����,<� �
o _, �
- � - --- - - - ---- f -
�
i
; �
WEATHER HEA � II
240/120 V 3PHASE 4W �
OR �—�� '
208/120 3PHASE 4W �� � � �
SERVICE BY UiILITY / � �'�Y
/ / i
� �% �
/ �� I
---------�����-- � ;
—'------------------ � ,
4 #3/0 THHN(CU), � ,
2"C. SERVICE I
3P—t00A DISC. RISER I
3P-30A DISC SWITCH NEMA 3R �
SWITCH—NEMA 3R �
I
I
i � ' '� i ICE� � �� � �
FREEZER � � � '
� _ _ J�L_ __J MACHINE�__ _� ;
�
�
�
3#12 iHHN(CU), #12 GD(CU),3/��� I
I
I
I '
�--�--� �
3 #4 THHN(CU), I I
#8GD(CU). 1"C. O I
� I
L____J
-- -. ._._,,_..
_ METE�� --� - - --
� _.._. _. .-_
I
I
I
PANEL �
SEE SCHEDULE ------- -------� I
I
�
i
-------� 4 #3/0 THHN(CU), 2"C i
I i
I
I
I
I
4(CU) SERVICE GD
TO GROUND ROD
_ i
i
ELECTRICAL RISER DIAGRAM �
���u�u►re� I
�.�`���,. M 1���'�., i
.� S ..... F�, �.
--------- FIELD CONNECTION �:���,:�\C E NS°:�� �'•�
� � ; F �v i
� �: No. 53490 .� � �
NOTES: = ' ' - �
� * , * . * =
- . �
1) ALL ELECTRICAL E�UIPMENT SHALL MEET WORKING CLEARANCE REQUIREMENTS. � �p; STATE OF ;� � I
2) ALL FIXTURES SHALL BE SECURED TO STRUCTURE. % �: s � :
3) ALL FLEX SHALL CONTAIN FULL SIZE GREEN GROUND, NO ALUMINUM BONDS OR CONDUCTORS. � � � � �
4) GROUND PER NEC CODES (SEE DWG E-4). Lj s'�,� �
5) THESE NOTES APPLY TO DWGS E-1, E-2, E-3 & E-4. • • ° ,��/,;,
�� �n��►9�°°� �
DATE: 02/22/18 Ice House America OVERHEAD
SCALE: NONE � March 310 Dodds Ave.
REV: P.O.Box 3689 13901 Sutton Park Drive S ��'
Adams& Chaztanooga,Tennessee 37404 E L E C. R f S E R
STATE: FL • Building A, Suite 100
• � ASSOC12t0S PH:(423)698-6675 Jacksonville, Florida 32224 I
Consulting Engineers MAA JN:18-072 904-241-7535 M- 101 PG OF
i
�
i
;
�
3P-100A DISC. '
3P-30A DISC SWITCH NEMA 3R
SWITCH—NEMA 3R
r- � ' '� � I C E� ' '�
iFREEZER� � i �
� _ _ J L_ __J MACHINE L__ _J
3#�2 n�HN(cu), #�z c�(cu),3ia�c
3 f/4 THHN(CU),
#aco(cu). �Y."c.
I
4 #3/0 THHN(CU), 2"C
r----� ETER
I O I
------- ----� '
PANEL I I i
�----�
SEE SCHEDULE � 4 #3/0 THHN(CU), I
r___— 2"C. SERVICE
#4(CU) SERVICE G� RISER
TO GROUND ROD I �
I
i � �
I �
� �240/120 V 3PHASE 4W
— � OR 208/120 3PHASE
� 4W UNDERGROUND
L------- — SERVICE BY UTIUTY
COMPANY FROM
TRANSFORMER
,��t111111����
ELECTRICAL RISER DIAGRAM ..``�� �• M�C<�'''.. '
�. S ....,. F�, ,, i
�O�ls'.\.�CENS��. ':
. Z . •� �
� �:• No. 53490 °� �
NOTES• = * � * ;�� _
1) ALL ELECTRICAL E�UIPMENT SHALL MEET WORKING CLEARANCE REQUIREMENTS. � ,p; STATE OF , �
2) AL� FIXTURES SHALL BE SECURED TO SiRUCTURE. : ; ;•��
3) ALL FLEX SHALL CONTAIN FULL SIZE GREEN GROUND, NO ALUMINUM BONDS OR CONDUCTORS. � �• F � �
4) GROUND PER NEC CODES (SEE DWG E-4). � �s•. � . �
5) THESE NOTES APPLY TO DWGS E—i, E-2, E-3 & E-4. ,�� ��
` ��
� ���111111�� , � �
DAiE: 02/22/18 Ice House America OPTIONAL
REVLE: NONE � March 3'°D°daS""e. U N D E R G R 0 U N D E 3
P.O.Box3689 13901 Sutton Park Drive S
STATE: FL • Adams& Chananoog�,Tennessee 37404 i
� � ASSOC12teS PH:(423)698-6675 Building A, s��te �oo ELEC. M-101
Consulting Engineers IvIAA JN:18-072 dacksonville, Florida 32224 pG OF
904-241-7535
�
� �
�
ALL GROUNDING ELECTRODES AS DESCRIBED BY 250.52(A)(1) i
THROUGH (A)(6) OF THE NCNEC THAT ARE PRESENT
SHALL BE BONDED TOGETHER TO FORM THE GROUNDING I
ELECTRODE SYSTEM WITH A #4 COPPER GROUND. METAL �
WATER PIPE GROUNDING ELECTRODES SHALL BE SUPPLEMENTED
BY AN ADDITIONAL GROUNDING ELECTRODE' AND #4 COPPER
GROUND. IF NO GROUNDING ELECTRODES ARE PERFECT, THEN
A ROD OR PIPE ELECTRODE COMPLIING WIiH 250.52(A)(5) AND
250.56 MUST BE PROVIDED WITH A �4 COPPER GROUND.
I
TO METER f/3/0 CU
SERVICE ENiRANCE EQUIPMENT
SUITABLE FOR USE AS SERVICE
EQUIPMENT !
G N
#4 CU — WATER PIPE (IF AVAILABLE) � #4 CU MAIN BONDING JUMPER ,
#4 CU — BUILDING STEEL (IF AVAILABLE)
#4 CU G—N BONDING JUMPER �
�/4 CU
i
i
I
#4 COPPER GROUND CONDUCTOR IN J¢" CONDUIT. �
CONNECTED TO GROUND ROD
20' OF #4 BARE CU
ZOf�.`f2ETE EiTCL��ECE�Tff6D� — — — — — — — — — — — — — — — — —
3�4� x 10' COPPER CLAD STEEI GROUND I
ADDIiIONAL �x10 COPPER CLAD ROD DRIVEN BELOW GROUND LEVEL �
STEE� GROUND ROD DRIVEN i
BELOW GROUND LEVEL—PROVIDE
IF GROUND RESISTANCE IS LESS
THAN REQUIRED BY NEC 250.56 �O�—O��
`�,��11t1111/��, 'i
�.�` �. M I�� ���. I
•``pS . •.. F,� '�
.
CE�/ -�.
- - :,�0�''�� SCn'�v :
= ti;• No. 53490 •:� % '
GROUNDING DETAIL ' * : * ; * " ;
� �; STATE OF ;� �
. . !� .
i �• �
Y� � �
� O •• /� i
., s., ,,. � I
.�
'� ������►��`` '�
DATE: 02 22/18 Ice House America GROUNDING r I
SCALE: NONE � March 310 Dodds Ave.
REV: P.O.Box 3689 13901 Sutton Park Drive S C��
STATE: �L • Adams& Chananooga,Tennessee 37d04 Building A, Suite 100 D ETA I L
' � ASSOC1at0S PH:(423)698-6675
Consulting Engineers MAA JN:18-072 Jacksonville, Florida 32224 M- 101 PG OF�
904-241-7535
I
;
� '�
ELECTRICAL SPECIFICATIONS
1. CODES AND PERMITS: ALL APPLICABLE LOCAL ELECTRICAL CODES AND THE ;
2014 NATIONAL ELECTRICAL CODE.TO FORM THE BASIS FOR THE MINIMUM i
ELECTRICAL CONSTRUCTION STANDARDS.
PERMIT AND CONNECTION FEES TO BE PAID BY CONTRACTORS AS REQUIRED.
2. SCOPE:
SCOPE OF ELECTRICAL PHASE OF THIS PROJECT INCLUDES LABOR,
MATERIALS AND EQUIPMENT REQUIRED TO PROVIDE COMPLETE SYSTEM. '
IT IS THE INTENT OF THE DOCUMENTS THAT THE CONTRACTOR AND
MANUFACTURER FURNISH AND INSTALL ALL MATERIALS AND SYSTEMS,WITH
NECESSARY AND INCIDENTAL APPURTENANCES, FOR A COMPLETE,
FUNCTIONAL INSTALLATION, READY AND SUITABLE FOR THE OWNER'S USE.
3. UL LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS: �
ALL APPLICABLE EQUIPMENT TO BE LISTED BY UNDERWRITERS LABORATORIES
(UL) FOR APPLICATION FOR WHICH IT IS USED,AND BE SO LABELLED.
4. CONSTRUCTION REQUIREMENTS:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS,
PROCEDURES,TECHNIQUES,AND SEQUENCES OF CONSTRUCTION FOR �
PROPER EXECUTION OF WORK IN ACCORDANCE WITH INTENT OF CONTRACT
DOCUMENTS.
DRAWINGS ARE NOT TO BE CONSTRUED AS SHOP DRAWINGS BUT INDICATE
_ - -----------------._....- ------ ___-------------------- -- ---- ---t..._..__—_-- ---- - ----_...
---- - --.._.. -- ----- - �
l"HE EXTENT, GENERAL LOCATION,ARRANGEMENT, OF RACEWAYS AND ;
EQUIPMENT.
CONTRACTOR SHALL CAREFULLY LAY OUT HIS WORK TO CONFORM TO '
STRUCTURAL CONDITIONS,TO AVOID OBSTRUCTIONS,AND TO CONFORM TO I
DETAILS OF MANUFACTURER'S INSTALLATION INSTRUCTIONS.
�
CONTRACTOR SHALL INSTALL WORK IN SUCH MANNER THAT EQUIPMENT AND i
ASSOCIATED APPURTENANCES WILL FIT IN SPACE PROVIDED, MAINTAIN HEAD �
ROOM,AND IF IN FINISHED AREAS, BE AS NEATLY INSTALLED AND �
UNOBTRUSIVE AS PHYSICALLY POSSIBLE.ALL COMPONENTS TOBE INSTALLED
TO PROVIDE NEEDED CLEARANCE FOR MAINTENANCE AND PASSAGE SPACE.
5. EQUIPMENT CONNECTIONS: �
THIS CONTRACTOR SHALL BRING ALL REQUIRED SERVICES TO ALL EQUIPMENT �
ITEMS FURNISHED UNDER OTHER SECTIONS OF THIS SPECIFICATION OR BY �
OWNER, MAKE FINAL CONNECTIONS,AND LEAVE EQUIPMENT READY FOR �
OPERATION, PROVIDE DISCONNECTS AND WIRING ACCESSORIES AS '
REQUIRED. �
6. RACEWAYS: �
i
EXTERIOR, EXPOSED IMC WITH THREADED FITTINGS (MINIMUM SIZE 3/"); OR �
���uu,
SCH. 80 PVC WITH SOLVENT-WELD FITTINGS (AT OVERHEAD SERVICE RISE��)`� '���,,
WHEN ACCEPTABLE TO LOCAL AUTHORITIES. ,��•���pc.� �-;�M!�<F,��•,�� �
. CEN . ;
: O�,•'�.� S�`•. v i
.
INTERIOR-SCH,40 PVC. = ��: No. 53490 ��° � ,
= �r • �r :•* =
� �• STATE OF ;� �
: '� ��v :
: . F� . � :
,��"!,f r • •��`��/�/
n������//�� ;
�
i
;
EQUIPMEMT CONNECTIONS-LIQUIDTIGHT. i
EXPOSED RACEWAYS TO BE SECURED TO STRUCTURE.
PROVIDE BUSHED TERMINATIONS FOR ALL CONDUITS, INCLUDING THOSE NOT '
CONNECTED TO ENCLOSURES, SUCH AS STUBS FOR SPECIAL CABLING
SYSTEMS. �
7. OUTLET BOXES:
INTERIOR AND EXTERIOR WET LOCATIONS-CAST ALUMINUM OR PVC. ;
INSTALL OUTLET AND JUNCTION BOXES IN A WORKMANLIKE MANNER, RIGIDLY
SUPPORTED AND PROPERLY ALIGNED.
8. WIRING DEVICES:
TOGGLE SWITCHES: SPECIFICATION GRADE,AC ONLY, 20A 120-277V RATING,
FULL SIZE HANDLE, SIDE WIRED.
3PST CARLING OR EQUAL
SPST HUBBLE CS1221 OR EQUAL �
3-WAY HUBBLE CS1223 OR EQUAL '
DUPLEX RECEPTACLES: SPECIFICATION GRADE, AC/DC,20A 125V RATING, �
AUTOMATIC GROUNDING CLIP, SIDE WIRED.
STANDARD HUBBLE CR5262 OR EQUAL ,
GFI TYPE HUBBLE CF-5262 OR EQUAL '
_ ------------.._.__...------- --- - -----__---- -
9. COVER PLATES:
EXTERIOR AND INTERIOR WET LOCATIONS-WEATHER PROOF GFI
COVERPLATES SHALL BE CAST ALUMINUM OR PVC. !
10. POWER WIRING: COPPER,TYPE THW,XHHW OR THHN, 600 VOLTS,#12 i
AWG MINUMUM SIZE.
11. SPLICES: FOR ANY COMBINATION OF STRANDED AND/OR SOLID COPPER '
WIRE UP TO 3#8 OR 2#6 SHALL BE MADE WITH SOLDERLESS ELECTRICAL
SPRING CONNECTOR TYPE. SPLICES FOR LARGER WIRE TO BE SOLDERLESS
COMPRESSION INDENTION TYPE PROPERLY TAPED. �
12. LIGHTING FIXTURES:
PROVIDE VAPORTIGHT, ENCLOSED/GASKETED,WITH CLEAR TEMPERED GLASS i
GLOBE,WIRE GUARD, SURFACE-MOUNT OUTLET BOX WITH%z"THREADED �
' HUBS,ALUMINUM OR PVC CONSTRUCTION, 100-WATT A19 LAMP, EQUAL TO
HUBBELL VX-151. �
, I
13. ELECTRICAL SERVICE AND METERING PROVISIONS: j
PROVIDE ELECl"RICAL SERVICE AND METERING AS INDICATED ON DRAWINGS
OR AS REQUIRED BY UTILITY COMPANY.VERIFY ELECTRICAL SERVICE
REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH-IN AND �
COORDINATE INSTALLATION. �
I
PROVIDE ALL MATERIALS AND LABOR SHOWN ON DRAWINGS AND/OR
REQUIRED FOR COMPLETE INSTALLATION, EXCEPT AS SPECIFICALLY
�
�
�
�
�
INDICATED TO BE BY THE SERVING UTILITY,WHERE THERE IS A CHARGE FOR I
UTILITY FURNISHED ITEMS, IT SHALL BE PAID BY CONTRACTOR. '
14 PANELBOARDS: ;
AS SCHEDULED, ENCLOSURES SHALL BE AS SPECIFIED IN ARTICLE �
"ENCLOSURES FOR ELECTRICAL EQUIPMENT". , I
SERVICE ENTRANCE DUTY: PANELBOARDS USED FOR SERVICE ENTRANCE ,
EQUIPMENT SHALL BE UL LABELLED FOR"SERVICE ENTRANCE EQUIPMENT".
GROUND BUS:PANELS SHALL HAVE SEPARATE ISOLATED BUS FOR
TERMINATION OF EQUIPMENT GROUNDING CONDUCTORS. GROUND BUS TO
HAVE LUG SIZES AND QUANTITIES TO ACCOMMODATE ALL GROUNDING
CONDUCTORS TO BE TERMINATED IN PANEL, INCLUDING FEEDERS, BRANCH ,
CIRCUITS,AND BONDING JUMPERS. �
CIRCUIT BREAKERS SHALL BE FULL MODULE TYPE. PROVIDE A/C RATINGS AS
REQUIRED TO ACCOMMODATE AVAILABLE FAULT CURRENT VALUES.
SECURELY MOUNT PANELBOARDS TO WALLS OR BUILDING STRUCTURE.
EQUIPMENT NAMEPLATE DATA: ADJUST RATINGS AND TYPES OF CIRCUIT
BREAKERS TO COMPLY WITH ACTUAL NAMEPLATE DATA OF EQUIPMENT.
15. DISCONNECT SWITCHES:
GENERAL DUTY SAFETY SWITCHES, ENCLOSURES SHALL BE AS SPECIFIED
BELOW.AMPACITY, FUSING PROVISIONS, NUMBER OF POLES,AND NEUTRAL ,
- - - CONFIGURATION-SHAL-L--BEAS_INDICA-T-E-D-OR_REQUIRED: -- - --- -- _.._-_..___ __..
i
16. FUSES: �
PROVIDE FUSES PROPERLY SIZED AND TYPED FOR ALL EQUIPMENT AS
REQUIRED BY THE NEC AND AS RECOMMENDED BY MANUFACTURER. �
FUSES PROTECTING INDIVIDUAL MOTOR LOADS: BUSSMAN:"FUSETRON" FRN- �
R OR EQUAL.
EQUIPMENT NAMEPLATE DATA: ADJUST RATINGS AND TYPES OR FUSE I
DEVICES TO COMPLY WITH ACTUAL NAMEPLATE DATA OF EQUIPMENT. �
17. STARTERS:
STARTERS SHALL BE PROVIDED FOR POLYPHASE MOTORS, MOTORS WITHOUT
INTERNAL OVERLOAD PROTECTION,AND MOTORS REQUIRING CONTROL '
INTERLOCKS. I
ENCLOSURES SHALL BE AS SPECIFIED IN ARTICLE°ENCLOSURES FOR �
ELECTRICAL EQUIPMENT". j
STARTERS SHALL PROVIDE MOTOR OVERLOAD PROTECTION FOR EACH i
PHASE.
i
CONTACTORS SHALL BE UL LISTED FO 100,000 CYLCES OF OPERATION. �
I
18. ENCLOSURES FOR ELECTRICAL EQUIPMENT: �
� ,
�
�
GENERAL: PROVIDE SUITABLE ENCLOSURES FOR SAFETY SWITCHES, '
STARTERS, CONTACTORS, PANELBOARDS, CONTROL DEVICES,AND OTHER �
ELECTRICAL EQUIPMENT. �
CONSTRUCTION: ENCLOSURES IN L�CATIONS NOT SUBJECT TO j
CORROSION SHALL BE CONSTRUCTED OF CODE GAUGE STEEL WITH BAKED ,
ENAMEL FINISH. IN LOCATIONS SUBJECT TO CORROSION, ENCLOSURES TO BE
CONSTRUCTED OF SUITABLE MATERIALS AND FINISHES. ;
NEMA TYPE: ENCLOSURES SHALL HAVE NEMA CONFIGURATIONS AS
FOLLOWS: i
NEMA 1 INDOOR, DRY LOCATIONS
NEMA 3R OUTDOOR, LOCATIONS SUBJECT TO RAIN, SLEET, ICE
NEMA 4 INDOOR OR OUTDOOR, LOCATIONS SUBJECT TO DUST,
DRIPPING, FALLING, OR HOSE-DIRECTED WATER �
19. GROUNDING:
ELECTRICAL GROUNDING SHALL CONFORM TO ARTICLE 250 OF NEC. NEUTRAL
CONDUCTORS, CABLE SHIELDS AND SHEATHS, METALLIC CONDUfTS, JUNCTION �
BOXES ENCLOSURES AND ALL CONFUCTIVE NON-CURRENT CARRYING PARTS
OF EQUIPMENT SHALL BE GROUNDED. '
GROUND RODS SHALL BE COPPER-CLAD STEEL MINiMUM 5/8"DIAMETER 6Y 8
FEET LONG, DRIVEN INTO GROUND AT LEAST 7'8". '
�
PROVIDE ALL BRANCH CIRCUITS AND FEEDERS WITH INSULATED (GREEN
COLOR) GROUNDING CONDUCTORS SIZED PER NEC 250-95. ;
PERFORM TESTS TO INSURE MAXIMUM EARTH GROUND RESISTANCE OF 25
_ . .. . - -- -- - ------------- ----------------------__ ---- ----- -- - ---- ----- -
OFiMS PER NEC.
' 20. PACKAGED CONTROL PANELS:
' PACKAGED CONTROLS SHALL BE FACTORY FABRICATED IN ACCORDANCE I
WITH APPLICABLE UL STANDARDS, USING UL-LABELLED COMPONENTS.
I COMPONENTS TO BE APPLIED IN ACCORDANCE WITH UL TESTING AND LISTING '
CRITERIA. I
i
21. MOTORS; �
MOTORS SHALL BE IN ACCORDANCE WITH IEEE, UL AND NEMA STANDARDS,
RATED FOR CONTINUOUS, FULL-LOAD DUTY AND CAPABLE OF WITHSTANDING !
MOMENTARY OVERLOADS OF 50°/a. MOTORS TO BE TEFC OR TENV TYPE,
' RATED 50°C, SUITABLE FOR"WASHDOWN°APPLICATIONS.
�
, I
�
i
�
�
� �
- ---- ----- -- - - i
i
i
2"x4"x18 ga GALV. ANGLE —
2"x 2" 11 ga ERIMETER {PANE�. SUPPORT} �
QUARE TUBING TOP OF 4x8 FRAME
(TYP 4 PLACES)
ALL FRAME MEMBERS '
HAVE WEL.IIED C❑NNECTIDNS, �
ICE BIN SUPPORT LEGS x8 STL. TUBING ;
24' 7 ' 136' 204' 2 4' � �
i
4x8 STL. �' �
TUBiNG �.
���,x��„ _��_ ___ —__ ___ �_ =__ __— '
ANGLE CHANNEL 2"x 1�" SPACED AS SHOWN �
EXCEPT AS NOTED OTHERWiSE
� �� II (� N
� 2„x 2„ ��ga � :
SQUARE TUBING 2"x2"x11 GA ANGLE �
—_—_ --- '=� --- �- ---- ---
�" ��" 2�» 2�" 2�,> 2��> 2�„ 24,� �» �7„ �,> � .
I
:--
9'-6 5f16" 3'-11�,> 3'-11�„ 3'-114» 3'_1„ �
24�-0"
�
FLOQR FRA�9ING P�AN ,
_.. _ _ _._�.... _ ALL_.FRAME._MEMBERS�_. .. ____._..__ .._.__._.....,_.. FRAME_CLEANED,-PRIMED & ---- '
HAVE WEI�DED C�RINECTI�NS, PAINTEII AFTER FABRICATIDN �
3/s 3" WELdS
EACH SIDE I
3l,5 .�y2>, 3» j
���,
.� SLOT FOR TIE TS 4x8
DOWN STRAP � o
HOOK
siaEs
�
C{�RNERS �
I
,l`>>�lllll!!/tjfj
TIE DOWN STRAP ATTACNN�EI�T DET�,I� ,.��,��. '�%,; !
� �
�oTEs ;�,�✓�ti,� �9�' ., I
1. 7ga BRACKETS AT LOCATIONS SHOWN ABOVE %= i
2. AL� FRAME MEMBERS FtAVE WELDEQ CQNNECI'IONS - NQ. 43787 = j
3. FRAME CLEANED, PRIMED & PAINTED AFTER FABRICATION. �,,,� 7��E OF �` �,�'
� � ��
; '
,,. RED � ���
<<fttt11111A
DATE: 02/22/18
SGAIE: NONE 1 31 Q Dodds Ave. (C P�+ H O U S Pi A m e r i c a F L Q R
RE�: li�arch P.O.Box 3689 13901 Sutton Park Drive S ��'
Adams& Chatcanooga,Tennessee 37q04 F RA M I N G
STATE; FL Building A, Suite 100
� ASSOG1ittES PH:{423)698-6675 Jacksonviile, Florida 32224
• Consulting Engineets MAA JN:18-072 904-241-7535 P LA N PG OF
�
I
�
-7" 3'-11�„ 3'-114" 3'-114„ 3'-1" � I
( )-2"x11ga 'U' CHAN ELS � �
W/(3)-1/4x5' S.S. � �
LTS N
r� i
II I I I
II -------- —__��---- ____ ====i� I
II � II _--------� — _I ---- ' , II le, 1
II II � 3 I I
II II � o � I � I
II II N W w I � I '
II II z w ¢ I z I `t �
II II Q Z � I Q I .I _�
�------� II o � cW.i I � I
�� II � W I � I
� II � ~ I I
� II a
\�. II _________ _________ i =___ ====�1 I
�—�
I I �j I I
I
I � ^
� 24�-0" � ,
� [.3x3 STEEL TUBES (TYP)
♦ ,
�� I
�
�— (V
ROOF FRAMING PLAN �
L x W x H '
_ .______.._._...___.__._._._._..___. .._..._____6-4"x47"x6.0"_SKID. M.OUNTED._.ARCTI.C.-_TEMP._..Z50..._lCE_MAKEk�/_CONDENSER -1-100#-.----. - - - -- I
75'�x74"x60" SKID MOUNTED ARCTIC-TEMP 1000 ICE MAKER/CONDENSER 1680# I ,
I '
I
i
j '
i
�
i
\\\\\�-��u���iiiiiiri����// I
C�"
:,•�,�� �F/�,,�, �
;� v4. 9�, �; �
- �:
= N0. 43787 = �
- STATE OF �; ,
:, Qp. :
, �
��������
`� � ��
DATE: 02/22/18 Ice House America R�OF FRAMING �
SCALE: NONE March 310 Dodds Ave. C�
P.O.Box 3689 J
REv' Adams& g 13901 Sutton Pork Orive S
Chattanoo a,Tennessee 37404 P LA N
STATE: fL � Building A, Suite 100
. � ASSOC1at0S PH:(423)698-6675 Jacksonville, Florido 32224
Consulting Engineers MAA JN:18-072 J04-241-7535 P� �F
i
23'-9" j
20'-3" �
16'-10„ �
13'—4" I
�
I
�
SKID MOU TED ARCTIC—TEMP 1000 I
ICE MAKE /CONDENSER OR W � �
w
ARCTIC—T MP 750 ICE MAKER/CONDENSER ¢ ¢
�
W� w� CONDENSER �
N M
CONDENSER �N in 1,118#
1,118# '
1� 2" 0 10.
6.
� 12. ��
N � � �/ �\ 1.
� IC BIN 8,694#
� 3 I
0
� � ' 9.
I
1. �
a, 4.
I
N 5.
L L L �
2. �� 11.
SIDE SECTION VIEW !
_._ '_4,' LEGEND_.._._..
_-----------._. .._.. .--- -- - - - - - - - -- -----
MATERIAL/SPECIFICATI❑N
ICE MAKER 1, 4° INSULATED PANEL
2, 4x8x3/16° STL, TUBE
CONDENSER 3, 2' INSULATED PANEL I
ICE MAKER 4, 2°x2°x14 GA SS TUBE I
CONNECTION 5. 2°x2°xll GA ANGLE
TO ICE BIN 6, 1°x2"xll GA `U' CHANNEL �
� (SEE DETAIL D) 7, 1 1/2°xl 1/2'x3/16" S,S, ANGLE �
/ — —=_
1
USE 5/s'� SS MACHINE BOLTS
OPTIONAL 2nd SKID MOUNTED TO ATTACH THE ICE MAKER
ICE MAKER/ CONDENSER � �, & CONDENSER SKID TO THE
W W C 3x3 MOUNTING RAILS
� A w �1
Q YQ Q i
�
� # �� � �
C❑NDENSER � � �j � � C❑NDENSER ;
1,118# '� � �,� '� � 1,118# j
,
�
i
�
� -�
4" INS PANEL . �
DETAIL D/S5
�
� �
I
�
�
7. 7.
o� �
I
3'-11�" 3'-11�„ 3'-11�„ N
• 4" INS PANEL i
i
I
8" TUBE FRAME I
I
�
\����������,,,����
i
,�` � '%
;���Vc•R� I F/c�9�',/�" I
:
' '" I'
= N0. 43787 = �
STATE OF �; �
%�
: pP �
,
' E� ��'u l�
,
.,,����„
DATE: 02 22/18 �
SCALE: NONE � March 3IODoddsAve. ICP. HOUSPr America STRUCTURAL c
REV: P.O.Box 3689 13901 Suttan Park Drive S J�
Adams�& Chattanooga,Tennessee 37404 D ETA I LS
STATE: FL ♦ Building A, Suite 100
' � Associates PH:(423)698-6675
Consul�i„s Engineers MAA JN:18-072 Jacksonville, Florido 32224 PG OF
904-241-7535
� �
�
�
�
f 2��1 � I
_� . � '�
�� � ��
�
. `U' CHANNEL �' �
�
11 ga, C6,)
BOLT HEAD, WASHER ,
w/ RUBBER GASKET7
SILICONE / �
SEAL
3—Y4" SS `�x4x11 ga PLATE
BOLTS 9" LG OR ICE MAKER
MOUNTING RAIL
NUT & WASHER ,
i
-- - - ----- --- -- - 'U' CHANNEL i
1
1-1/2 X 1-1/2 SS Ys" FILLET TUBE TO "U" CHANNEL �
TUBE WELD BOTH SIDES �
CONNEC N �
I
DETAIL D �
i
��,,����,,,,,,, i
,
,�,�, % �
G��-� i F i�q�, ''; i
= —= �
= N0. 43787 = ;
= STATE OF ��;�
;, � � �P �,. j
, � `�
' ����������` ,
DATE: 02/22/18 Ice House America S RUCTURAL cC
SCALE: NONE � March 310 Dodds Ave.
REV: Q' P.O.Box 3689 13901 Sutton Park Drive S J J
STATE: FL � Ada.IIZS(X. Chattanooga,7'ennessee 37404 D ETA 1 LS
� PH:(423 698-6675 Building A, Suite 100
� Associates � Jacksonville, Florida 32224
Consulting Engineers MAA JN:18-072 904-241-7535 PG OF
i
Tube Steel Detail "C"—Channel Detail j
�
�1�'�
3/16 3/16 ,
2" I
3/1s ;'
�
N N I
i
i
i
3/16 3��g �
�
Frame Tubing Delail
�—a:,a smo�m
rop a eonom i
`�GNW SmooN
I
I
._. _._ _. ._.. _. __. _._. _ ___.__._._— _ —__' I'�
_ ... _ _'._'___—.,.__.._..____..' ___.__ -_ _ 1_
vis e-n
J I
i-irz x i•irz n+au I
I
�
i
�
i
i
, i
yie i
I
I
\\���1111111I/��.// I
��\\ ��i �
_ . :���R�( I F/c . �%% I
—
G 9� �_ �
= N0. 43787 _ �
= STATE OF �; ;
:; R 1�P t�i��
,
,
� 111111111\\\\
oA�. °2�22�'8 Ice House America W DING DETAILS cG
SCALE: NONE � March 3l0 Dodds Ave. �
REV: P.O.Box 3689 13901 Sutton Park Drive S `�V'
STATE: FL � Adams& Chattanooga,Tennessee 3740�t Building A, Suite 100 ��R N�W '
• � ASSOCIateS PH:(423)698-6675 Jocksonville, Florida 32224 p
ConsultingEngineers MAA.fN:I8-072 904-241-7535 STEEL pQSE PG OF'
i
a<aD
�•• m,r��,
�, Z1� BILL ❑F MATERIALS FABRICATI❑N INSTRUCTI❑NS�
r z N 1 - AWNING FRAME 1, F'ABRICATE 3 RETAINERS BY WELDING 6" ANGLE T❑ B❑LTS AS SH❑WN IN RETAINER DETAIL.
"'� 3 - lxl SS ANGLE 6` L❑NG 2, P❑SITI❑N AWNING F'RAME ❑N END ❑F H❑USE AND SECURE WITH BOLTS AS SHOWN,
°D 6 - �x6 SS B❑LTS, WASHERS & NUTS �
�. MAX WIND 139 MPH W�ITH AWNING IN PLACE, 170 MPH WITH FRAME �NLY
► �
oyy ,
w�o�� �
�� � �
w' I
a v�i��
�x G,�ro0 o I ���� lxl SS ANGLE 6' LONG
. � � /
0
��� �a �
i
w�,p� o�o y i
v�ry�R
NJ� I��
� ���
W
�
�
� � I �x6 SS BOLT C6 PLACES)
0o m� _
p N Q o � /� i WELDED T❑ �x6 SS B�LT
�/
;��
� I ANGLE RETAINER DETAIL
v�n o = , (3 REQUIRED)
W�rt' O I ��\
�
0 0� � � � WASHER AND NUT
W o o � i
N c
N y
N
�' �' D
� � ���
rn �
�
n• i 4' THICK WALL PANEL
Q i �
�
i
�
Z TI DRILL HOLES THROUGH 4'
� 11 GA, SS
N � PANEL � BELOW FRAME
�� \\\A ��iiiiii��� //// 3
D � � %� ,� �
r.� • 9 �
r N Z C�' '• I\
-�� _ D� �-� �� ' 3�`I
�
Z�Z =v �V � ; WASHER DETAIL
� �� ' O�p a� \ (6 REQUIRED)
� �'� y .
� `�``,,
:
� ,
� D ��iiiii������
� � '
-- - � O
--- ------ ----- �
W -- -- --
;
WATER DISPENSING EQUIPMENT �IST !
ITEM CERTFF(CAiItJNS MODEL NUMBER MANUFACTURER ( I
3 4" PRESSURE REGULA70R WITH GAUGE FDA APPROVED WILKINS REGULATOR BR4 W ELASTOMERS FDA APPROVEO ELASTOMERS �
WATER TllHING ANSI NSF 51 & 61 ,lQHN GUEST PE SERiES TUBING �
WATER FITTINGS FDA APPROVED JOHN GUEST 3 S" PUSH-IN CONNECTIONS SPEEO FIT SUPER I
3 8" SOLENOID VALVE W 24YAC COIL ANSI NSF 61 DEMA P443 110Y
PlASTtG FIl.TER H4USINGS ANSt NSF 42 WATTS W24FFPH348L �
FILTER M6DIA - SEDIMENT FILTER ANSI NSF 42 HYDRONIX SDC-45-2005
FILTER MEDIA - CARBON FILTER ANSI NSF 42 C MAX PRODUCTS MAXCt-FF20
ULTRAVIOLET DIStNfEGT30N SYSTEM CSA & CE COMPLIANT STERILIGN7 S54-PV
NOTES:
�
SEE DWGS. WD01, 07, 08, 10, 11, BA11, IE06 (PG. 1 OF 2 REV. A) & IEQ6 (PG. 2 OF 2 REV. A) AND P4 BELQW
i
SOLENOID IS DRIVEN 8Y !
PLG OUTPUT YI7 AND
W1Ll TURN OFF WITH UV'
STERILIGHT UV LIGHT LIGHT UNDER ABNORMAL
HAS P4WEREd OUTPUT C4NDtTlONS pEMA �� .
(12dV} INTO PLC lNPUT t1dV S4LENOtD VALVE
X17 WHICH WILI. TURN P443
OFF UNDER ABNORMAL
CONDITI4PtS
BACKFLOW PREYEN7ER AMCO WATER
(CHECK VAIVE} {Fi.4W) ME7ER SOCENQId
PART C-700P VALVE
TO ICE MACHINE(S) UV LIGHT
�� �
GAG£ AHD S4LENOI6
4PTIONAI DRAlN YALVE Op710NAL ORAIN VALVE PRESSURE VALVE
REGULATOR
STANDARD 2Q" 0.5-t�ICR4N �
ACTIVATED CARBON FILTER
STANDARO 24" 5-MlCRON R3NSE CYCLE DlSPENS3NG
SEDIMENT FILTER METER BYPASS NOZZLE �
_. _ _ _- - -_-- .- SOLENOID VALVE - -- ._FR4F�LC4NTAM NATION` �
VIA. EXTERNAI SHEILD I
�
HAND WASH SINK VAi.YE
H4SE 81BB w/ 8fP '
QN OUTSIDE dF HdUSf�
BACKFLOW PREVENTER
SMALI fLOW TO DRAlN
IN REG£FtERATION MdDE OPTIdNA� SQFfENER f OEtONiZER CLEAN-UP HQSE BtBB
w/ BFP '
� '
OPTIONAI. PRESSURE REpUCER I
�
i
MAIN SHUTOFF VAIYE t����Y��Ze���� I
r��
�' � � ���5 � �
'0�,'�j�� �s r o ���y � i� �
BACKFLOW PREVENTER y' ��.°••t'1 C��S•• �fe'
I : V�� Na.66 tl r �
� `�' � � i
; fROM C1TY WATER METER � • .� � i
.."'� : Q� ` a
i i �" • ' �y 4 .
.j","L� a
�Q ♦ �y •/`�V� •
Q f�o� Y./0�
SEE DRAWINGS PS, P2 & P3 �� �t* ••g�Y,��,b�
(PIU�tBING SPECS) F4R ADDITtdNAC � ,o` .
PI.UMBING INFORMATION ��e� ��p�
DATE: 02/22/18
scaz�: Nor�E 1 �i�arch P.O.Box36$9e. IGP, HO�.ISPi AmericQ C}PT1aNAL PLUMSING
REV:9Ji3/2011 13901 Sutton Park Drive S Cp P4
STATE: FL � AdaT.CaS� Chattanooga,Tennessee3i�04 FOR 201 1 WQTGSC
� ASSOC1at8S pH:(423)698-6675 Building A, Suite 100 ,
� con��t�,��,��,e�� �an.rrr_�s-o�a �Q�kson��i�, FtoridQ 32a2a D I S P E N S E R U IV(T
904-241-7535 PG OF
i ' ....._ �
Information overview for water dispensing/automated
Ba��aSt ice vending(for DHEC approval)in Florida with Ice
. Power C;ord 120 VA • House America Equipment—
3/4"Brass Adjustahle Pressure f�egulater w/Gage(Wilkins BR4) The Details of const�uction and appropriate cut sheets for .
� 3/4 X 3/8 Brass Hex Bushing Reducer ; the Ice Maldng operation have been submitted previously
` 3/8"Brass Hex Nipple and are in the Florida approved QA/Engineering manual.
� 3/8"Solenoid Valve w/24 VAC Coil(B/C Valve NSF61 Series 11) This manual has been approved both by the State of
' �� ! � Florida and by HWC Engineering,Ina(modular third
3/8 MPT X 3/8 Tube.Push-in 90°Elbow(John Guest PI series) party review agency). j
d y
m : . '
• v F 3/8"O D Poly Sut�ing(Jnhn Guest FMPE;38-N-250) Explanation of the water dispensing option to the ice ;
o ' I malting operation is tlie purpose of this documentation.
� � �-3'/8 X 1/2 Plastic Push-in Reducer Couplingi(:lohn Guest PI series�. There is only one model water dispenser model`WD'.
{
� —� � • t.1/2"O D Poly 7ub(ng(John Guest PE 16-GI-250 IN) T17e maximum rate of water disiribution into the
—' � j customer's own container is 4 GPM.The maxunum daily
� ; output of the machine is approximately 3000 Gallons.
3/4 X 3/8 Brass Reducing Coupling j This is dispensed on a per gallon basis.
�
Pi,astic 3/8 MPT X 3/8 Tuti�Push-in'Coupling(JoNn Guest Pl.series)
Please see the attached description of the method of i
� disinfection used and the disinfection used and the �
�--3/8"O D Pofy Tuhe�upply�Line(John Guest FMPE-38-N-250),
j • periodic cleaning procedure used.
' ° ° 1/2"Buikhead Union(John Guelst PI series).
. � In addition to the plastic engraved sign near the ice
�� 1/2"5S Tubing � " discliarge chute,each water dispenser will have a plastic
� engraved sign with a 24 hour phone nuinber.This sign
' �' will be located near the water discharge caUinet for
, ! , emergencies.
j •t
. All record lceeping will be done for each inachine per the
requirements of the Florida DHEC for Water Dispensing
' Stations and Vending Machines.
�`F�.`_���'q �
o� � �� '
��� �
. �� ��,...... - •- ----•
� ;� �o•'j���EN�'• � ..
Back of Box �, � ��. s�•.� : ��
: �: '�o gs� • O : ...
. .
� ��"0 : i � �5 � @CE �Ol.1�E f�►MERICA �;
.
' • T . * � MDULT�ZIE,GA
• � . .
♦ ��. .
� iN�43'�R DISREIVSER INSTALLATIO{�
° ' °•; R I D P••�. � � / .. I
� �°�°�°�°�°,� `�,!� DATE: SCA1:E: ORAWIMG MUMBEtd:
_ �B,�g�'L��"+,0�� 4I05I07 91B"=9" aIVD'8'�
i
Bss���l
. i .
-- — - - --- -- - -- -- — - - — '