HomeMy WebLinkAbout7050 GALL BLVD (5) i
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STATE OF FLORIDA
� DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
i PLANS AND CONSTRUCTION 904/487-0713
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May il 5, 19 8 9
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' Mr . �La=ry Ttuthan
The Edge Group _
444 !Bunker Road
WestjPalm Beach, Florida 33405
RE: ' East Pasco Medical Center
! Emergency Room and Registration
' Expansions and Renovations
� Log Numbez : H-425-F ��C��VE[�
� Certif icate of Need Number : Exempt J(f� O � t�a9
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Dear; Mr . Truthan: ADS'd..,
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Ouzlreview of the revised consttuction documents and change
ordet three, received on Apr. il. 12 , 1989 , for the
above-referenced project has generated several technical
comments which are �nclosed. The deficiencies noted in the
£ire p=otection portion .are so serious that we aze unable to
approve the project at �his time. The most salient of these
defici�ncies �te identified by an asterisk.
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Please revise the contract documents to conform with the
requ�irem�nts of the comments and resubmii: the revised documents
as soon as possible. Upon receipt of i�he documents , a second
review will be made to ascnrtain the apptopriateness of yout
revisions . Since all review time is charged against your
client ' s plan review fee, conformity with the following
procedures wi11 facilitate our review and reduce the amount of
the lultimate review fee: - �
; l. A transmittal letter, listing:
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j a . The original review comment number ;
; b. (optional) Repeat Lhe original comment;
� c . A word description of i;he revision; and
' d . The she�t or specifications page number (s)
; where correction(s) may be found.
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� 2 . Because your resubmission constitutes a record �
j public document, proper signing, sealing and
i dating by each design professional is required.
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� 2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308
,•�t"'�1'�^���.;;.:,;�,., I
1:.,��,��:��,,��uBOB MARTIiEZ, GOVERNOR GREGORY L. COLER, SECRETARY
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Mr . LatLy Truthan
The Edge Group
May 15, 1989
Page; Two
RE : � East Pasco Medical Center
� Emergency Room and Registration �
i Expansions and Renovations
� Log Number : H-425-F
� Certificate of Need Number : Exempt -
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Yourl tesponse to the foiegoing is expected to be retutned to
this; office within 30 calendar days .
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If iyou have any questions regarding the foregoing, please
contact this office prior to tesubmission.
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Tharik you fot your cooperation.
Sincerely, RE���
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Richard C. Rosenvold _
� Construction, Planning and Design Manager
Off ice of Licensure and Certif icaLion
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RCR/s�.
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Enclosure
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Copy to: Zephyrhills City Building Department
Pasco County Health Department
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; Robert Dodd �
Adventist Health Systems/Sunbelt
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� Tanguay Associates
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� Kuhns Engineering
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; Botkin and Rheault
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EASTIPASCO MEDICAL CENTER
EMER�ENCY ROOM AND REGISTRATION EXPANSIONS AND RENOVATIONS
LOG NUMBER: H-425-F
MAY 15, 1989
� REC�! VED
ARCHITECTURAL JUN p 6 1ggg
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Shee!t SD-4: A�S'a.,..
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A-1 ' A. Provide a demolition plan fot the first floor
I emergency room areas which will be affected when
the roof drain leaders are rerouted.
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� B. There shall be an access door in at least 2 sides
; of the windowless area and the access doors shall
be at least 3 feet wide by 6 feet 8 inches high
� with distinctive identifying matkings on their
exterior . (Standard Building Code, Section 718
and Standard Fire Ptevention Code, Section 3605) .
' C. The unfinished second floor space shall be
� provided with a complete functioning fire
� sprinkler system.
Sheet SD-6 :
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. A-2 ', A. Detail a method of installing sprayed
ifireproofing of the required thickness on the
' backside of the new steel beams abutting existing
i construction, or_ provide another method of
� protecting the steel .
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iB. Provide a detail showing the method of
i stabilizing the exterior wall structure when the
; metal stud braces shown at 32 inches on center
I are removed for the use of the space in the
I future. -
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Sheet SD-8 :
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' A-3i Revise Specifications Section 0831 to provide the I
� required access panels .
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EAST PASCO MEDICAL CENTER
EMER�ENCY ROOM AND REGISTRATION EXPANSIONS AND RENOVATIONS
LOG 1VUMBER: H-425-F �
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MAY 15. 19 8 9 J� C��`/�.Q
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Sttu�ctural Comments : ��'••
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S-1 This project adds a new second story to an existing
' one-stoty section of building. No _ check of fi.cst
_ story structure or foundations was made due to lack of
information. Since .the s.tructural drawing for this - ,
project was issued over the signatute and seal of a ;
Florida registered engineer, it is assumed that this
consideration has been ptoperly addressed by the
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engineer .
S-2 Thickness and shoring requirements of steel roof deck
need to be shown.
S-3 Steel beams on Lines Z and CC between Lines 1B and lE
need lateral support at shorter intervals than
provided by beams at midspan only.
S-4 Detail 5/SD-9 : indicates a wind moment-resisting
connection to be used where east-west beams ftame to
. wide-flange columns . Since welds or bolts are not
shown, it is obviously intended that the connection be
designed by the detailer . It would be much more cost
and time-effective if the details showed beam moments
and shears to be resisted by the connection, as
required by AISC Specifications Paragraph 1. 1. 1. This
would avoid the detailer ' s having to make a wind
analysis of the bu'ilding structure before designing
the connect'ion, or, as an. alternate, oversize the
-� - - connection to develop �the-- full moment resistance- of -- — -;
the beams. - ,
S-5 A detail needs to be shown of framing tequired to I
close the 6 inch-wide roof space between Column Lines , �
V and VI . i
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EAST; PASCO MEDICAL CENTER
EMERGENCY ROOM AND REGISTRRTION EXPANSIONS AND RENOVATIONS
LOG NUMBER: H-425-F
MAY �15 , 19 8 9
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S-6 ; Sections 1/SD-6 and 2/SD-6 show exteriot second story
walls with angle braces at the floor and roof for the
apparent purpose of addinq windows at some future
� time. The top braces could be permanent if covered by
� the ceiling, but the bottom braces will no doubt need
I to be removed so that no obstacle to foot traffic
i exists . It appears that bracing of wall panels needs
; to _ be structurally designed to provide desired future
� flexibility.
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MFC:IAK/sl
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MECHANICAL J��O �i��
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No comments . ���
.e�s
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FIRE PROTECTION
FP-1� A. Sprinkleted �reas of buildings require
i comprehensive engineering schematic plans for the
i automatic fire protection system(s) . The
� following items shall be indicated on plans :
� sprinkler head locations , mains and bzanches fire
; riser arrangement, valving, inspectors ' test(s) ,
� flow switches, tamper switches, bulk feed mains,
� drain lines , etc . These drawings are to be
I submitted at the Construction Document, Stage III
submission.
j B. Indicate pipe cutting lengths and/or
, � center-to-center dimensions and nominal pipe ,
' diameters at least from the point of connection
� to and including the remote a�ea.
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MFC;MAN/sl
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ELECTRICAL
No comments .
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� ' 'May 4� 1989 ��ca� � �—/��% �'szJ �/,
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i City of Zephyrhills
� 603 8th Street
j Zephyrhills, FL 34248
the �
� Att: Mr. Bruce Bahr-- _
� Building Official -
edge group � . �_
� Re: East Pasco Medical Center � �
aj "Second F1oor Over Emergency Room" project
P�
Dear Mr. Bahr: -
architects�
d e sig n ers� Chief Fenton has asked that we write this letter to properly
convey what is planned for the Second Floor area over the new
consultants' ' Emergency Room. Plans had been completed for this area, for it
p I a n n e r s' to be cons truc ted as a shell wi th no finish work of any kind
� inside. Everything within the shell was non-combustible, it was
i n t e r i o r s; not accessible from the Hospital, and as such was not planned to
; be fire sprinklered at this time. It essentially was to be an
444 BUNKER ROAD att1C space.
WEST PALM BEACH
FL 33405-369i However, we are now working on plans for the work to go into
407 585-9307 this space which will be submitted for normal permitting and
, review when ready. When this work is built, the space will be
� fully fire sprinklered. The current plan is for it to
� accommodate Labor rooms, a Delivery room, and a Cardiac
� Catheterization room
PRINCIPAL ' � plus ancillary spaces. We felt that the
I Hospital should not be required to have fire sprinkler lines and
DonaldR.Edge,A.IA.I heads installed into a space that does not require them now,
ARCHITECTS � knowing that in a few months the entire sys tem would need to be
JoeA.Rainwater,A.lAI. T2—WOr1Ced t0 accommodate the actual llS3ge. •
BUSINESS DEV. I We hope that you agree that the following proposed phasing is a
GeorgeFSauers � Prud2llt and safe path for t�11S work: •
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SECRETARY i - Phase 1 - a. Build the Second Floor structure and roof.
Winifred M.Kennedy I b. D='y 1 t lII.
ic. No fire sprinklers in the shell yet.
Id. Proceed with the First Floor work.
iPhase 2 - Perform the interior Second Floor work, including
ifire sprinklers, etc. _ -
iI hope this clarifies the intent of the proposed work, and that
it can be allowed to proceed ahead. '
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� Yours very truly,
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� Donald R. Edge
FAX NO 407 585-9628 Archi tec t �
� He who builds according to every man's advice will have a crooked house: Danish proverb
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' STATE OF FLORIDA - I
' � DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
" I PLANS AND CONSTRUCTION 904/487-0713
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', . Deciember 15, 198.8 �
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� Mr. Larry Truthan
The Edqe Gtoup
4441 Bunker. Road -
West Palm Beach, Flori�da 33405 - _ _ . _ •
RE: East Pasco Medical Center � � �
Emergency Room/Regist"ration Expansion and Renovation
Log Number H-425-F
Certificate of Need-Exempt
Dea Mr . Truthan:
Add�ndum Number One received on November 14 1988 for the
. . .
above-referenced project has been reviewed and is approved
wit out comment.
You are advised that approval of the construction documents
doe�s not alter o.r amend the requirements for a valid �
certificate of need (or exemption therefrom) for this project.
You also are advised that appzoval of construction documents
does not alter or amend requirements for conformance with the
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parti.cular stipulations of youz certificate of need.
Thalk you for your cooperation.
Sini erely, �
f� � .
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� Richard C. Rosenvold
Construction, Planning and Design Manager
Off' ce of Licensure and Certification
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RCR/by
Cop�r to: ,
East Pasco Medical Center Adventist Health Systems
Tan uay Associates Kuhns Engineering, Inc .
Bot�in and Rheault Pasco Count Health De artment �
Y P
Zep yrhills Building Department .
2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308
BOB MARTIN GOVERNOR GREGORY L. COLER,SECRETARY �
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STf�TE OF FLORIDA
� DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
PLANS AND CONSTRUCTION 904/487-0713
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Dec;ember 16, 1988
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Mr .� Larry Truthan �
Thei Edge Group _
444� Bunker ,Road � �
T�Tesit Palm Beach, Florida 33405 " �
RE:� East Pasco Medical Center
I Emergency Room and Registration Expansion and
! Renovation/Sprinkler
; Log Number H-425-F
I Certificate of Need-Exempt
Dea,r Mt . Truthan:
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The� revised sprinkler' cons�ruction documents and hydraulic
cal;culations, received on November 18 , 1988, for the
abo;ve-referenced project have been reviewed and are approved
sub�ject to the enclosed comments . Your response to these
comments, in the £orm of addenda or change orders as
app�ropriat� is required within 30 calendar days . Please revise
the� contract docum�nCs to conform with the requirem�nts of the
comments and resubmit the revised documents as soon as
pos�sible. Upon receipt of the documents, another review will
be � made to ascertain the appropriateness of your revisions .
Sin�ce all review time is charged against your client ' s plan
reviiew fee, conformity with the following procedutes will
faciilitate our review and reduce the amount of the ultimate
rev;iew fee:
! - - -
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� l. A transmittal letter_ , listing:
� a . The oriqinal review comment number;
� b. (Optional) Repeat the original comment;
i c . A word description of the revision; and
d . The sh�et or specifications page number (s)
� where correction(s) may be found .
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� 2 . Because your resubmission constitutes a record
public document, proper signing, sealing and
dating by each design professional is required.
I
�
2727 MAHAN DRIVE • TALLAHASSEE, FLORIDA 32308
BOB MARTIN IF.Z, GOVERNOR GREGORY L. COLER, SECRETARY
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Mr . Lairy Ttuthan
I December 16, 1988 ��
Pa e Two , �
RE: - East Pasco Medical Cen,ter
Emergency Room and Registration Expansion and
Renovation/Sptinkler � - �
Log Number H-425-F
Certificate of Need-Exempt
Yo� are advised that. � approval of the construction documents
- does -no_t_ alter _ or- amend the � requiremen,ts for._ ,__a.__, vali.d_ _ - , .
cer�tificate of need (or exemption therefrom) for this project. �
You also are advised that approval of the construction �
doGuments does not alter or amend requitements for conformance
wit�h the particular stipulations' of your certificate of need.
Thank you for yo.ur cooperation.
Sincerely, '
,•-
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�-���-
Ri�,hard C. Rosenvold
Construction, Planning and Design Manager
Off�ice of Licensure and Certification- '
RCR/by � '
Enalosure `
Copy to : Robert� Dodd
East Pasco Medical Center �
- Adventist Heal-th Sytems - - - -- - -� - -- - �--- --_- � �
Tanguay Associates `
Kuhns Engineering, Inc . '
Botkin �nd Rheault �
AAA Fire Protection
Pasco County Health Department
Zephyrhills Building Department
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EAS PASCO MEDICAL CENTER �
EME GENCY ROOM AND REGISTRATION EXPANSION AND
�ENOVATION/SPRINKLER .
LOG �.NUMBER: H-425-F
DECEMBER. 16, 1988
ARGHITECTURAL
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No comment. �
ME C�HAN I CAL- - _ ._ . -.- -� . - -- -- - -- -
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No comment.
FIRE PROTECTION �
FP-1 Upon review of spr 'inkler working dtawings, the
� following items were noted:
. A) Indicate hanger locations .
� B) Provide' locations of all smoke and/or fire walls
which fire protection piping penetrates .� Provide
penetration detail showing the maintaining of the
� _. integrity of the smbke/fire zating. Fire
protection piping shall. �be smoke/fire safed in an
� approved manner when penetrating walls and floors .
C) Provide' 286-degree Fahreriheit sprinkler in
elevator equipment room.
D) Ptovide fire sprinkler wotking drawings for �
Mechanical Rooin 1-131 as called for on Sheet
- - M�-4.- Provide - sprin-,clers= a-bove `-and-�-below exposed= - =- � - -
duct work 4 feet. ot wider . �
E) Provide Yiead guards on sprinkler heads in
electric�, telephone and elevator equipment rooms .
F) Provisions shall be made to properly drain all
parts of the system. Drain riser shall not be
smaller in diameter than the largest floor
control� drain �connection. (Inspectors ' test is `
not a drain. ) . - �
Page 1 of 2
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EAS�T PASCO MEDICAL CENTER
EME�RGENCY ROOM AND REGISTRATION
EXP�ANSION AND RENOVATION/SPRINKLER
LOGi NUMBER: H-425-F
DECEMBER 16, 1988
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I G) Relocate inspectors ' test line inside building.
i H) Provide smooth bore corrosion resistant outlet
for inspector ' s test giving flow equivalent to 1
� sprinkler�. ' InspectQr ' s .test valve shall not
exceed 7 feet above the �finished floor . -
MFC:MAN/sl
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ELECTRICAL ,
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E-� Coordinate f1Qw switches and tamp�r switches with the
fir� alarm system and submit revised fire alarm riser .
The main fire sprinkler flow switch shall be connected
as an alarm_ initiating device and shall be annunciated
as a separate zone. All the fire sprinkler valves
I shall have tamper switches . The tamper switches are
zequired to have a distincti�ve supervised signal for
off normal . Cancellation of the off normal signal is
acceptable as the restoration signal when returned to
the normal position. Operation of the tamper switch
alarm shall not affect the operation of the sprinkler
� system flow switches and shall not sound the general
alarm. Zone flow switches shall be connected to the
Fire Alarm System as automatic initiating device and
each switch shall be separately annunciated.
MFC:WS/sl -
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DEPARTMEIVTAL COI��RE�PONDENCE � ���- ''�
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� TO ��(/�L'P� --QE-P'T-
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FROM i C IIEP'T
SUBJECT � � DATE
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� Green Engineering Associates, Inc: , "
G — Consulting Engineers —
� 806 West Meridian Ave.
P.O. Box 1996, Dade City, Florida 34297-1996
(904) 567-1958 • (904) 567-1959 - �
December 9, 1988
• ;
Mr. Bruce Bahr '
Building Department
City of Zephyrhills '
603 Eighth Street -
Zephyrhills, FL 34248 �
Re: �ast Pasco Medical Center �
Emergency Room Plus Addition/Parking
PN 88-30 �
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Dear Bruce: '
,Enclo�ed is a copy of the information submitted to SWFWMD on 11/9/88, wherein �
the p�rmit application was withdrawn. :
,�.;r:�-•=�:--:-.,-�.,.,.�,
_`�•,�:,.:� ,,, .:..;«.,�.�...� . � .;-Y�:
- _ Even though a permit is�not';�,tr�'q�uired by SWFWi�1D, the drainage has been designed;,;�,_,�;i.__�,..,
:;.� I •" "= -:, � �''i�'z_ � ,..� .
_ ,�t to accommodate. the increas:ed�,:impervious areas. Also enclosed are the drainage�,r„- -;�}`,
�I�''���'<',;' calcu�ations (3 pages) ,; =" . y g ;+���-;==.., �`
' wherein; a 25 ear 24 hour desi n storm has .been
f, `Yr��' utilized which more than`�sat;isfies the City's requirements. _ � -n
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F:•� ---�,-�:� If there are any questiori•s�.o-r;`a;dditional information is required, please t'� " . ;,�;;� -
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=- " ��'`' advise. E ''',, - �:,��,. __ _�;�n
if . .�t,�{ � ,.r�It�=.;, ' t:.- . � �
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- •��r'`��-9�. �ti -��:..: .= Sincerely yours, �
t°«{_" r,: -
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'�� GREEN ENGINEERING ASSOCIATES, INC. �
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� - R bert F. Gre , P.E. `
President
RFG:_gg - �
Enclo ures
cc: PMC
_ Griff in
. _ ' �. Rainwater - The Edge Group �
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� ° Grecrl Engineeritlg Associates, Inc. � �
— Consulting Engineers —
� 806 West Meridian Ave.
I P.O Box 1996, Dade City, Florida 34297-1996
(904) 567-1958 • (904) 567•1959
Aovember 9, 19$$
(
Mr. Da�i d Sua
Southwest Florida Water Management District
23?9 Broad Street
Brooksville, FL 34609
Re: East Pasco Medica] Cent�r/�nergency Roo� Plus
City of Zephyrhills
' PN 88-30
Dear Dave:
�
We received your letter dated 11/2/88 regardino the application for the above
refere�ced project. The trigger was apparently the total land area of this
project and the lack of clarification on my part. In further review of this
project and discussions with your staff, the fol ]owing request is being made.
We are hereby requesting the withdra��al of the Roticed General Permit application
No. 484787 for this project.
This facility as constructed 4ras approved by Pasco County on 11/18/82, prior to
current drainage requirements. At this time there are five existing available
retention areas surrounding the building and parking lots. These retention areas
have sufficient storage based on the fact that they are functioning properly even
under extreme rainfalls that were recently encountered.
The proposed modifications are only a 1 .6:; increase over the existing land use '
allocation, therefore since they are minor, a permit would not be required.
Attached is a copy of the existing land use.
If the're are any questions or additional information is required, please advise,
Sincerely yours,
GREEN ENGINEERING ASSOCIATES , I �C.
�� �
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Ro ert F. Green, .E
Pr sident
RFG:gg
Enc 1 os�u res
cc: EPMC G
K. Griffin
The Edge Group - J. Rainwater �
- Engineering - Land Planning - Field Inspections - Construction Management - Reports - Studies •
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�` � � STATE OF FLORIDA '
DEPARTMEN"�' OF HEALTH �ND REHABILI�:���TI�►E SERVICES
i PLANS AND CONSTRUCTION 904/487-0713
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December 2, 1988
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Mr . Larry Truthan
The Edge Group
444 Bunker Road
WestiPalm Beach, Florida 33405
' RE: I- East Pasco t�iedical Center
� I Registrdtion and E.R. Expansions
Log Number H-425-F
� Certificate of Need-Exempt
DearlMr . Truthan:
� With ; the exception of the fire protection portion, and subject
', to t�he enclosed comments, the sketch and your response dated ,
! October 26, 1988 , received on Octobez 28 , 1988 , and Change
Order Number 1 and your response dated October 3 , 1988 ,
received on November 4 , 1988 , for the above-referenced project
' are approved for a local building permit application. Your
' response to the these comments, in the form of addenda or
' change orders as appropriate, is required within 30 calendar
days!. Please revise the contract documents to conform with
tequirements of the comments and resubmit the revised documents
i
as soon as possible. Upon receipt of the documents, another
review will be made to ascertain the appropriateness of your
� revisions . Since all review time is charged against your
client ' s plan review fee, conformity with the following
proceduzes will facilitate our review and reduce the amount of
the ultimate review fee:
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l. A transmittal letter , listing:
� � i a . The oziginal review comment number;
jb. (Optional) Repeat the original comment; I
c . A word description of the revision; and
� d . The sheet or specifications page number (s)
� where correction(s) may be found.
� 2 . Because your submission constitutes a record
i � public document, proper signing, sealing and ,
idating by each design professional is required.
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i2727 MAHAN DRIV6 • TALLAHASSEE, FLORIDA 32308
BOB MARTINE?, GOVERNOR GREGORY L. COLER,SECRETARY
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' ` . � Mr. L'arry TrutYian � p . ,
December 2, 1988 �
Page �Two
RE: East Pasco Medical Center
Registration and E.R. Expansions
Log Number H-425-F
Certificate of Need-Exempt
Pleas�e have the required signatories read and sign the enclosed
Stand�ard Provisos . Return one completed and signed copy of the
', Provi�sos, along with the information requested on the enclosed
Health Facility Data Form to this office within ten days .
You are advised , that approval of the construction documents
does not alter or amend the requirements for a valid ,
certificate of need (or exemption therefrom) for this project.
You are also advised that approval of constiuction documents �
does not alter or amend the requirements for conformance with
the particular stipulations of your certificate of need.
�
Thank you for your cooperation.
Sincirely,
Richard C. Rosenvo
Construction, Planning and Design Manager
Office of Licensure and Certification
RCR/by �
Enclosure
i
Copy to : Robert Dodd
East Pasco Medical Center
Adventist Health Systems
Tanguay Associates
Kuhns Engineering, Inc .
� Botkin and Rheault
Zephyrhills Building Department �
Pasco County Health Department
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EAST PASCO MEDICAL CENTER
REGISTRATION AND E.R. EXPANSIONS
LOG Y�TUMBER H-425-F
DECEMBER 2, 1988
ARCHIITECTURAL
The construction document re-reviews were dated September- 2,
1988 and October 19, 1988 . The responses dated October 3 , and
Octo�ber 26, 1988 satisfy the requirements of this office with
the � ollowing exception(s) :
I"- -" - � '-- A-4-� � -'�� �� The scrub station, equipped with the required timer
and knee or foot control shall be located convenient
to Treatment No. 117, which has been .designated as the ;
Trauma Room.
MFC:�KE/by
MEC � NICAL
Approved without comment.
I MFC:GM/by
FIRE� PROTECTION �
The construction document re-reviews were dated September 2, �
1988 and October 19 , 1988 . The responses dated October 3 , and �
Octo�be.r_ 26, 1988 satisfy the requirements of this office with
the following exception(s) :
Comply with comments FP-1 and FP-3 .
Comment FP-2 shall remain open until this office has received '
iequired sprinkler working drawings and checked them for �
compliance.
New IComment:
I
FP- Add sprinkler design of existing mechanical room to i
submission of working drawings . ;
MFC:MAN/by
Paqe 1 of 2
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EAST PASCO MEDICAL CENTER
REGISTRATION AND E.R. EXPANSIONS
LOG NUMBER H-425-F
DECEMBER 2 , 1988
ELECTEt I CAL
Approved without comment.
MFC:JL/by ,
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Page 2 of 2
< < �� � ,
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_ , ; �epbyrb�UB ZEPH�RHILLS FIRE DEPARTMENT; ��
Zephyrhills Florida 34248
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I 700 6th Avenue � (813) 782-8184 ,
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1��'p�'4 .
• I December 2, 1988
Fire Chief
William T. Fenton
Assistant Chief East Pasco Medical Center
Rober•t Hartwig E.R. Expans ion
To Whom It May Concern:
As long as the system is installed as per NFPA 13 and
the following questions are answered, then the sprinkler
drawing for the E.R, expansion will be approved. These
questions must be answered in writing and submitted to the
Zephyrhills Fire Department.
1) Are all the new heads for the E.R. Expansion going
to be connected to the existing Fire A1arm Zone, or
will there be a new Zone?
, 2� What Zone will the new OSY Gate Valve in the Elevator
� " Equipment Room be on?
3) What Zone will the new Gate Valve in the stairwell be on?
4) Are all new Sprinkler Heads fed from the 4" line in the
stairwell?
�2 �� `� � - �-�
R. G. Hartwig, Asst. C f '�
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Original- File �'
Copies: attached to each plan '�
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�1�tA FTRE F'ROTE�TIOtJ, IhIC.
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TAh'IF'f�, FL .T.?b i 4
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HVDRAUL I C CHLCULAl"l:OhlS � �
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FUFi
EAST F'AS�CO IvIED I C�1L CEItiITCFi i NEW ADD T T I C71'�l l
�EF'hIE�tHILLS,FLDRTD�1
F T LE hIUI�IE��R o EAST�'A5L n MEU
t7ct �1 � 1988
—DES I GI� �Al"A—
OCCUf�A(�CY CLASSIFII�ATIOf�Io LIGI-IT I-If�ZZARi7'
DEI�STTYo c:aa 1�y �.�pmisqe ft.
AFiEA i F AF'F'L I C�l"f 2 ORI: 1�c_it:� sq o �t.
COVEF.i GE �'EFt SF'�i T f�lk'LEFi o 168 sq o f•t. ,
i�IUMEsEF� OF SF�F�2I�lE�;LEF�S CALCULATED a :L b he�ds
TOTAL SF'FIf`�IF�::LE-1�'i WATEFi FLDW FtEG?UTF;ED: :'Bb> 4 gpm �'
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TDTAL .WATER FEG!UIF�ED (incluciin� hose) a S:�E,A � �pm '�
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FLOW °I F'FESSIJFtE tat basp af riser) o ^8b �pm � ���. 7 psi �
5F'FtIftfk?LE�i OF(TFTCE SIZEa li:' inch �i
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hlAi"IE OF C01�(TFiACTOR a F1�lA F I r E 1='FiOTECT I�frl, I f�IC a Ij
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DESIGiVIlLAYOUT E�Yo JF�I"IE� iW, DU��EE
AUTHOFi�I TY HAV T I�IG JUFi I8D I CT T Oh!: HFi5 g STAI"E AhlD LCICAL
CONTRA�TOFi CEFiT T F I C�1T I01�I #a ����1'�b��i 178
ALL F'I1�='E LEI�GTI-15 AC�E CEIVTER TC7 CGI�TEF Ohl hIV'D. G�SLC:S.
, Cf�LCIJLAT I ONS E�Y HASS COIyiF'UTEFi F'ROuFiA�l
HFtS SYSTEMS, InIC.
�TLAf�TA 9 G�1
� ' SF'h�I l�k::LER SY5TE1`� HY16Fi�UL I G Ahl�1LY S:[S F'a��e i
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Datea Oct �1 1988 E�l�TI='t�SCo �IE1:�
4
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WATER S[JF'F' Y Dr�TA
SOUFiCE 5T(aTTC FiESIDo FLUW AVATL. TOTfaL FiEC?"U
t�lOLiE F'�C55. F'RESS. ;� F'RESS. ,a �iCi�Af�ID F'Fti�SS.
TAG {�SI ? fF'SI) {GF'Ih) (F'ST ) {i�F'I�I? (F'SI )
?8 =8. �� ^i�. c_� 1�c_�cip iy R5e ? 5=60 4 `'i�, ��
A'lulaFiEGf�TC FLOW F�11�IALY'S T 5 e
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TOTf�L �'LOW AT SOUf;�.E �?�6 e 4 GF'I�
"�t�TtaL NOSE STREA�i ALLD�JAfwfCE F1T 50U�C� ��5ti, s_� GF��ri
C�THCF HOSE STI�EHM FILLOWAf�CE� s j o �a t�F'I�l
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I�OUE al�t�LY8I5 1�ATW
luql�C Tr�G ELEVAT I�71�f I�D�iE TYF'� F'RESSUF�E L I�CI-iHRGE
{FT) (F'SIl (C�f-''!'�f?
1 t�4 i� f�:= 50 �:1 it_�. ci 150 8
'? 8. �? k::= 50 ?1 1�=�06 17e �'
_ Soc:� P�:= 5. .?:L i'�. 1 it�. 5
4 8 0 �� F�::= 5, =1 1 1 a = 1 I. 9
J S�o J _. _ _ _. �. �. e J .... _ _
6 �. �� F�`= 50 •?1 it=�o :� i7n ��
� k�. {_1 f',= J. �1 1(_1.� �.�. I 1
c� 9. � — — — — ii�ti = — — —
9 9n5 — — — — 11 . 6 — — —
9�1 90 � — — — — 11ab — — —
1t� 8. c_> F�::= 5. .�1 iia � 17„ 8
11 8o �y f�.= 5. :�1 ii�.� 17. 2
1� 8. ci k�.= 5. =1 11 . � 17n8
'1=� 90 � — — — — 12aC� — — —
1�F 8. �i M�:= 5. .;1 1146 18e 1
� 1�, �. �=y F�::= 5. =:1 1 1 � '� 17'0 7
ib 8a s� F��:= 5a =1 1 �. 0 1 170 �'
�.% 9n5 — — — — 110 � — — —
1t� 9. 5 — — — — 1'�0 7 — — —
19 8ai? k:= 5. ._1 12� � 18ob
��� q, �i k::= 50 .,tii 1�0 1 1t3. �+
�1. 90 �� k:.= 5. ?1 1�. 4 19. 4�
��.+:.� 7. J ' _ _. _ �'t e J ^ _ _
�� 9n C� H::= �e �i i.�. 2
190 _
��N '�e c i — — — — 1 1 o c_i — — —
�5 ^o s=� — — — — 4Ue % — — —
�..��'_J A �o J _ _ _ _ �.�.�'_g. � — — —
'�6 i_�oir — — — — i1 . � — — —
'?7 �in ti — — — — i�o 9 — — —
�8 t_y, iy SC7UFiCE �i�„ iy '?8b. 4
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S�'F�T hIF�::LER S'Y5'rCh'I I-IYlli�AUL!L AhIALY�I� F'�qe ^
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J 0� T I TLE e EAST F'ASCD MED I CAL CEf�ITEFi(f�IEW A�'iD 1:T I U1�!) ZEF'F-IE�ZH T LLS,F'L
1=`I�'E DATAj .
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F'T(='E TAG ; I� (GF'M) L�I Fl t I�l) LEhIGTH F'F�ES�o
' Et�lD j ELEV. I�1C�G„ F'T DISCo VEL tFF'5) I-IW (Ci {FT) �Ul�o
I�IODES j (FT) tf�:) (F'SI l tGF'M) F. Lo r`1=T tF'ST 7
I �
�� • F'i p e'. 1 -1 b o 8 :l o�?49 F='L b. �=�c� f='F c:>0 6
1 i 8oc_i �e .1 i��. t=� 16. 8 6.� 1'�t� FTG ---- F'E c;. c�
^ 8n �? �e •�� i��o C� 17n � ��, i�94 TL b� U�� F�V t�;„ �'
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F'ipe: 2 -=�E. 1 ie ._t3if F'L 8. �? �'� les�
^ � 8. i=� 5a =1 1�;�� 6 i7e = :a _ '1^�� FTG T F'C ��o t�
� � 9a � cidi� 1 '1< 5 i�oi� c_a, i��'; TL 16. 9y F'�.' �:�e �{•
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F'i e�o 170 9 1 n �=��9 F'L ^a ��� 1='F t�,8
P -
� � . .-, � �,- -
_ 8� t� �e .= 1�. 1 i�o � 6.6 i��� FTG I f-'E �=yo �=�
4 � 8a �} �a = 11 e _ 170 9 �y. 1�?6 TL 7. 5iy F'V ��• =
i
F'ipe�� 4 �6. 4 2o b.?5 F�L ._�, G�i �F c_a, ci
_ I� 8o t� 50 = 1?. 1 :LBo � ^. 1 1.�'�� FTG ---- F'E ��� b
S I 9 n � [?� i� 1 1 a � CF, c'_i c_f e [_i�i 4 '�� �;o i r C� F'V �i e c,�
F'ipe�: � -7�ae4 �. 6�� F'L �t. i? F'F c_�. 1
5 ' �. 5 t=�o 1=� 11. � ci. �i 40 1 l�i� F'TG ---- F'E �io c_�
9A 9a � t�, i; 11 0 6 �ao �=r c_>o c7:1.5 T'L S. 1�' F'V i�. 1
F'ipee b -i7'. c_i 1ot�49 FL lo �ici F'F c_�. 7
� 8. �a Se � 1��. T 17e �� b. ? 1'.�iy FTG ---- F'E i�o6
� � 9a 5 iie ci i���o .: t�, ci c��, �i�b TL_ 7'. ��c_i F'V �io �
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F'ipe': 7 -17. �r :L . ��49 F'L 2. �ir F'F Uo7
7' � �� �} 5e ? 1���. ^ 17. ci bn .? 1��� FTG T F'E c_�. b
8 i 9e 5 cfo i; �.c_�, :' iao i� (��a i_aS'b TL 7. �i� i='V ��e ;
�
�'ip�o 8 -.?�Fe �� 1o •�8s� PL %ocici F'F 1o �F
8 � 9n � Uo t7 ii�. �': s�o cj 70 :� 1?i; F1'G T F'� i�o c=�
9 I �o � c_i. i� 11 4 b ci, ti c��„ i��1 TL 15. cic_i F'V i�. 4
i
F'ipeo 9 88. � '�.6=,5 F'L ^. �iia 1='F iyo i�
9 i 90 � C�a �_� 11 0 6 ii, t� 50 ^ 1'?�i F'T'G ---- F'E c_�.ti
���t ; 9 0� c:y o C� 1 i o �a i_r n i� t�. �:�^� TL �o r ii� r•,�J �yo u �� ;
�
F'i p I: �A 1:. 8 1 o ti�}� F'L 5a 2� F'F 10 1
9�1 I 9n � ijo �� 11 . b i�. t� bo b 1^�� F'T'G l` F'� i�, b
l�? �o �� 50 •= i 1. . � 17. 8 �:�o lt}� TL_ lUo i5 F'V ��• =
F'ipes 1�� -i��o � �ob?5 �'L 9auc7 F'F �=}e4
� �, 5 tr, t_r i 1 0 6 cyo ci 7e � 1��� FTG ---- F'E c��. i�
i? 9n � iaa i� i�a c_r �:Ja c�� i_�, c��4� TL 9e iai� F�V ��, �'
r^i p e: 1 1 -i 7. '� 1 . c1L1.9 F'L 7. t is=} F'F �=�o �
i 1 8. �� �d :� ic_ia � i�o � 6. 4 l�c.� FTG ---- 1='� i�a �=�
'1'�" 8. �_j 5n = i :l . ? 17. 8 t�, ��9� TL 70 ���, ��U iro .�
F'i p I� J.�' -?5 0 �:� 1 o Y 8C} F'L 7 a c_�i a F'F' 1 . �
'1�.' � �. c_i 5 n :� 1 1 0 2 1 i n �i i d S 1^c_i F TG T PE c=�. �i
1� � 90 � c'_y, i� i�, i; c_�, i? i�, i;9cS l�L 15. i�i� F'V c�, 4
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�1 DL� T T TLE e IEAST F'y5C�1 (�IED I C(�L CEIVTE�i (I�IEW ADD T T T 01�1) Z EF'HEf=iH I LLS 9 F L
F'IF'E DHTA tcont 'd}
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F'TF'E TAG � � (GF'('�) DTA ( Ifu) LChlGTI-( f='�;���.
�.f�T7 ELEV. lu�i Z o F'T U I SC o UEL {FF'S] HW (C i i FT) �Uf`ri>
�IODES {'i�'7y) {E�:? tF'SI } tGPlvf7 F, L. iFT (F'SI )
i
f='ipeo � 1? 18. 1 iat���g F'L 50 ?� F'f= 1 . 1
:1�� j �i . 5 c'fo i� i�e c'� cyou ci bo � 1^t>> FTG T F'� {�e 6
14 8. �? 5e :?; 11 . 6 180 1 �70 ls;y8 TL itf. �5 F'V saa -.''
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F'i pe: I 1� -175. .�' ^e 6•�5 F'L #�. 5�=r F'h ��0 7
1:= 90 5 t:�� i� 1:'o cy C�o i� 1t��o = i,'�� F�fr ---- F'L` ia. i�
ii3 � 90 � t=�e G 1�. 7 �_�, ci i_�. ��8�. TL t�a �ci F'U �=;0 7
�'ipeo 15 -17.7 1 . i���9 F'L 7. �=�i� F'F i�o �
15 84 c_� 50 ? 11 . � 170 7 be 6 12�i FTr ---- F'E tja b
17 9e5 [_�„ U il. ^ ��tlia i�„ 1�f4 TI_ 7o ��i� F'V Uo �?
F'ipea 16 -1�. 7 1 . c=�49 F'L '�e 4^ F'� �:}. �3
16 8n �� �n = 11 0 1 170 � 6. b 1^i� FTG T F'� �y. b
1�' 90 � i�e �i 11. � c=�q s� c=�o 1�r� TL 7. 4'? F'V ��. .?
F'ipeo 17' -T5o4 1e :�g�� F�L 7o �=ai� F'�' 1 . 5
1�' 9 e 5 t=y 4 i� 1 1 . ^ �_�e i; 7 o E, 1'��=� F"I-G T F'F' c i. ��
l�s 90 5 t_�o �� i�o 7 t_�a ia iy„ c_y99 TL 15. {:�ii F'U �f. 4
F'ipeo 18 18. 6 loti�i.g F'L 5. �5 N'F ie ^
i8 � 4� S c_�e i,a 1:'. 7 i_�e i� 60 9 1�iy FTG T F'E c_�n b
19 So �f �o = 1'�. ? 18. � �:�. 11? TL 1s�. '�5 F'U �=�. :�
F'ipe„ 19 -^�90 ^ �o b�5 F'L 1?0 �Cj F'F i o S
18 i �70 5 �=?. c7 1?0 7 cie ti '1?. 5 . iici �Ti� ---- F'E c_io s_�
'y� 90 � t�a �i i�o � �ia iy c=ro 1_4 TL i::o ��=� F'V 1 . ^
F'ipe: yt� -18. � 1. �iE}9 �'L i�oci�i F'F i . :';
�ij �. i� �o _, i�e 1 18. 4 b. 8 i��y F`fC ---- F'E i�. ia
'y1 I 90 �� 5. .� i:�. �} 1904 t�. 11� TL 1�0�=��� F'V ��. •,
F'ipelo �'1 �70 9 1. �8�� F'L 4. ��i_� F'F i n _
�1 9. t=� �a .3 1_�a4 1'944 8. 1 1^ty �"fG T F'E Cje �
'�^ 9a 5 t_�. i� 140 � ci. i� i�. 1 11 `i"L '1'?. c_�ti F'V i�e 4
Fip�e� �� 190 •� i . i=�49 F'L 840�f F'F ia6
�'^ I� 90 � �:�o �� 140 5 ��a t=� 7'e � 1�U FT� i F'E ��,2
�m 90 ty �. .= 1_:. � 1�. = �:�. 121 TL 'i.?,t_�c_i F�U i!. _
. F'ip�a �'� -y86o 4 ^a 6?� F'L 5�a ���i� F'� i4o �'
�:^ 9e 5 �:�a �i i�d 5 i=ya i� 1t,, 8 1��t_� FTG ETG F'�' c_i, ci
��A '�05 i�oC� �8. £3 i_a, i_r i?. �c��^ TL �io �:�ia F'V ia9
F'i pe� ��?A -2�i6. 4 4. '�6t i F'L �'18. 75 F'F t�. 5
�5A 9. 5 irtl i� �8. 8 Uo �� b. 4 1^i� FTG i.;'�Fo ci�� F'E _ o ^
^5 . �, �i i�, c_� 4ci. 7 cio �� cj. c,i19 TL �4�. 75 Ptl t�. -'
F'ipeo �'4 FIF�E F'L1MF' Fiatinge 75�:a 9P� ��' 85 psi
�L�.: i ^. ci t_aoci iloc�� t�qij Av�il . o i'86 �pm ,� 85 psi
�5 � ^. �r cj. i? q.i�, 7 i�, �� F;eq 'd. a ^86 ��am � �ci psi
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( SF'F�II�If��:LER SYS7Ehl hIYDRc�ULIC �1i�.lALYS'tS F'�ge �}
�OL� T I TLC o EAST F'A�CO I�ED I CAL LEI�ITLh !tdEW a�D 7:T T Cll�) Z E�'I-IERH I LLS q�L
F'TF'E DAT� tcont 'dl �
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F'T F'E T�1G � �t GF'Pdl) D I�� t T IW? LEIVGTH i�'F�CSS w
'Ef�D ELE�10 I�IqZe F'T DTSC� VEL (�F'Si HWtC) (FTi �lli�.
I�IODES � {FT) (k:.) iF'SZ) tGF'IVI} Fo Lo !FT (�'ST J
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' �'ipe4 ?5 —�860 4 Sa ��71 F'L ��y. cii� F'F iy,��
'�� � ��e �� t�, ti iinc? ' [_ioci 108 14ti F.T.G E F'E c_io9
;'�, �i, ia Q, i� 11 0 9 t�e �y i�o c;iyci TL 7_. 94 F'V �ao �:�
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F'ipeio '�6 FIXEU F'F��SSUFiE LC1SS DEVI��
^� � C�o tj i.�o t� 11 0 `� i�o i� 8o t� psi 4 '�4360 �� gpm
^7 c_�. ci sia ci 19. 9 t�. Cy
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F'ip�e. �7 —�Sbe 4 8.�=�71 F'L ,.�.ri_). cfiy ��� �y, ��
'�7 ci, ci ci, ci 190� ti, c_� 1 . t3 14si FTG TC r'E �i, �i
'�� , i�e i� SF�CC �c_i, �'r (�/�j) iy, i�i�c] TL icjl . 27 F'V i�, ��
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hIC1�T'ESa �
( i ) Gal�ul�tions wer� per-Foi�med by the HA85 5o �yo1 �amp�tter prv�ram
�inder- 1 i cen�e nn o S•?�4� 85 granted ��
� F-IF�;S Systems 4 Inc o
'?i�+? C,'anchwond �ira , �lDEo
Atlanta, GA �ci.�4�
f�') Tf-ie sys�em h�� been ba'1 anced to provi de an averaae
i mbal ance at e��ch node ❑f c_i. Uc_i� gpm �nd E7 m�:c i mum
i mbal,ance �-�.�1- any noc{e a� Ue c�r6.� ,���e
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(L7 Velocity pressur-es ar-e pr-inted �or intarm��tion crnly, and are
not t'�seci in balan�ing th�e sys�L-emo �la::imum w�•ter- V2�.pCl'�_V in
�ny pipe is '1f�. 8 ftisece
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�F'r T�lk::LEFi SYSTEI� (-IYiCJ�tAUL I G (�IUALYS I;� F'age �
�7t�B T I TLEio EFiST F'ASCO I�ED I CAL GER1TEFi {I�(EW ADD T T I 01'�I) Z�F'HE�-�H 1 LLS,FL
F'TF'E FITTIhIGS TAE�LE
I�nminal Cauivalent Fittin� Lengths in Feet tC=1��}7
I�i ameter
tin) E T L C B u A D
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:L o t_�i_� �. c=y i� �e i a i_r ^„t:��j �o r��i b e G t=r 1 . ��r c=� 1 i�� �7 c� 1 i�a C_l i 1
1 . ^S �o i�C> b e �_�c_� ^, c i c_i �, c_y c_r �,. c ii� 1 . c i c_� �.c i o c_i t� �,c i, c_�c_�
1o5i� �.„ t�ty �oc_7�� ^oc���i 9ec=y�,� b.i_�s� io �:1t�� liydia�=y icioi�t�
?, c_�c i �, c_�i_� �,c��. c i c_i =„ t'�tj 1 ;L , c�y c i 6, i_a c,� � o c_��i �,i 1, �i i r �,s�;, c_��_�
�. 5i� �,��c_� i�a i;iy 4e 1=�c=� 14. c_;i_f 7. ��c:� 1 a Ui� ii�e ciif 1i�a i�ir
•1 o c i i� � 7 a c:��:� i 5. i�c=� �o c=�c=� 16 4 c��c�� 1 c=a, �=r i�� �. o c i c_i ��o �:�c_i �,s=�o i�t=;
�, 5t_i g, i�if 17o c=ri� �.i;C� 190 c=fi� 11 . �_yiy 1 . ���� 14o i�[�� 1i�e �_y�j
4.c_fci 1��, c_y�j �t,r, c_ii_� 6, s_scj '��q t>C� 1,^._, i�i� �, cac; Li=r, cicj �.c_i, ciiy
�.t�G 1�'o �=}C� ��. i�cj 4�, c�ri� ^7ac��c�� q, �i�� �, iy�j ;?1 , i�i� �.�� i�c.�
bo i��:� 1�. �;��i �i�, ci�; 9, ��cj _�'. cici 1�r, �ati ._,, citi ��. c_ic"� 1�„ �ic�
8. cii� :18oiy�i ?�o �it� 1?oi_��=� 4�ot���� 1�vi_;i� 4. c::�iy .��ot�c=� ^7oi;iy
ici. iic_f ?�. C��i ��_ao c7��� 'lb. �iii JJp c_it_� i�e i�c_r So cici q.iie C�ci ���, cic,;
1^. i_��� �7e ���� bt�. iria 18.i��; 65oi_�i_� '�1 . ���=� bo ��c_� 4�7a �jc�� :1C� ia��
160 �=r�� =5o tjci �c_�. c_ic_i �80 �=;c_� 8b, c'�ci ^�.c:ii_r i. c:rc�� b�, titi q.�. cic_a
18o c=�c_� _9a{�a�=; �i�. cjt3 _�,i_ri� �+�ie c��c=r �90 cjii �n c_;c=y 7i�, i�s_r �c:�o �:�iy
Fittin� jCode Letter-s: E=standard e11 T=tee L=1�ng �urn e1. 1
C-clie�k: va1 ve E�=buttet�f 1 y va1 ve G=g�-�•l-e val ve
A-a larm ci�ecE:: valve D=dry pipe valve
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SF'Fi I f�lk::LEFi SYSTEM HYT7Fi�lUL T C h�IVALY5I S P�7i�e b
J'OE� T I TLE a ; EF�ST F'ASGG ME�i I C�1L CEh�TEF� ((�IEW �1Dt�I T I Olu 7 ZEF'HERH T LLS�FL
WATEr; SUF'F'LY CU�,VE
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� �'law Test F'oint
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�______________________________
1 i_�+ L�GEf�I� "
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� X = Fiequi red Water 5�.ipp1 y "
; ^cy. c_i�:� p�i ��? ��:;b. � ��pm �� ;
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; �i —� Avai 1 ab 1 e W�ter Supp 1 y "
� !T5. •�1 psi � 5=6a 4 gpm �� �
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i_�++L�ii i �,�c=� t3 ic=� �1����=�u`-1.�'��_�-----14i c�-----i d ic�� `~ 1�3�i� ___ yi�ii� '
FLC1W (GF'I�i)
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Green Engineering 14ssociates, Inc. - __ �
G — Consultin En ine —
g g ers ,
' � �806 West Meridian Ave.
P.O. Box 1996, Dade City, Florida 34297-1996
• (904) 567-1958 • (904) 567-1959
- October 28, 198� .'
I �
Mr. Br�ce Bahr '
. Buildir�g Department
' � City o� Zephyrhills _ ,
503 Eighth Street
Zephyrfi i 11 s, FL 34248
Re: Fast Pasco Pledical Center '�'� `
Emergency P,00m Plus Addition/Pa�rkin.g- _
S i�te Plan ' � , •
PN 88-30 �
� - � -
` Rear Bruce:
I Enclosed are two (2) copies of the construction site plan (1 sheet) for the
above �ieferenced project. /11so enclosed is the copy of the Edge Group, P.A.
architectural plans which were previously submitted.
The folilowing is in response to the 8 items of 10/21/88 site plan review cor�ments:
1 � Site plan incorporates both project. -
2� Structure and relocations are shown. -
3� Designated heliport is not to be Euilt. �
4� Ex_i`st`i_ng .FH' s are shown on plan.
5� Proposed B" water main andone (1) additional hydrant has been included.
The new .hydrant is located witli an open route some 450 feet from the
existing SbJ F.H. and some 4.10 feet from the existing SE F.H.
6. S4JF4!MD �ermit has been applied for and will be transmitted upon -receipta �
7� Parking spaces have been revised to conform to the City's requirements. ;
8� Applicable codes - all constructi.on shall conform to current codes as '
�
adopted by the City. '
I f there are any quest i ons or add i t i ona 1 i`nfor.ma:t°i:o� i s requ i red; pl ease adv i see
Sincerely yours,
GREEhI ENGItVEERIMG ASSOCIATES, IMC.
� �
, �-n„_._,.-.,= i
Rob rt F. Green P E. i
RFG:ggi President i
Enclosure
cc: R� Dodd, EPMC/plan . ' -
K� Griffin - Li�
J� Rainwater, The Edge Group/plan - �!
- Engineering - Land Planning --Field Inspections - Construction Management - Reports -Studies - '
, �
. ...� ._ .. . . ____
1rK..^ _ ..<m'_
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`r Depa�rtment of � � .. � �
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Regulation , � . �`�N�N�:,,;�,�„
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' SITE PLAN REVIEW COMMENTS ' '
> .
October 21 ,• 1988 ��� '
1. DRIFTWOOD " �
Approval for sign and gazebo for the third phase
of Driftwood subdivision was approved. This was not
considered a substancial change in their planned unit
' development. �
2. EAST PASCO PdEDICAL CENTER
Site pla�ns for additional parking plus addition to
present•building was submitted by 2 different en-
gineers. ' Committee did not approve either plan ,
• and must resubmit showing the following.
1 . Site plan incorporating both projects. ,
2. Show all structured on site plan permanent and
, or temporary - such as emergency, e�tc. �
3 . Clearly ihdicate where: if designated helliport �
� is �to be 'built- Note no parking of vehicles on �
helliport pad will be allowed and all standards �
for building helliport shall be shown.
4 . Show correct location of �ire Iiydrant on south-
west side of building.
� 5. Show additional 8" water line on north side with !
2 additional fire hydrants. �
6. S W F M D permits for all surfaces being, covered �
including additional parking city of Zephyrhills • �
• water retention requirements (copy enclosed)
7. Parking requirements for the existing hospital and
addition shall meet city of Zephyrhills garking
requirements (copy enclosed)
8 . Page A 1 - 1 - Plan submitted applicable codes . . ;
Apglicable codes adopted by the city of �
�phy�hills and their current revisions shall �
be followed. ' �
�
,
"Building Safety 16 No Accident"
� � .. __. _ . �
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G � Green Engineering Associates, Inc.
� — Consulting Engineers —
� I
� 80n West Meridian Ave. � "
� P.O. Box 1996, Dade City, Florida 34297-1996
� (904) 567-1958 • (904) 567-1959
i . i
� October 28, 1988
�
�
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Mr. Bruce Bahr
Building Department ,
City of Zephyrhills
503 Eighth Street
Zephyrli i 11 s, FL 3�+24II
Re: Fast Pasco Pledical Center �
Emergency P,o�m Plus Addition/Parking
Site Plan
PN 88-30
,
� ' Dear Bruce:
i
Enclosed are two (2) copies of the construction site plan (1 sheet) for the
above 'referenced project. 111so enclosed is the copy of the Edge Group, P.A.
architectural pjans which were previously submitted.
I .
� The following is in response to the 8 items of 10/21/88 site plan review cor�ments:
i
ll Site plan incorporates both project.
2�. Structure and relacations are shown. ,
3� Designated heliport is not to be t:uilt.
4'. Existing FH' s are shown on plan.
� 5�. Proposed £3" water main andone (1 ) additional hydrant has been included.
, � The new hydrant is located with an open route some 450 feet from the
' j existing SW F.H. and some 410 feet from the existing SE F.H.
6�. SblF4!MD permit has been applied for and will be transmitted upon receipt.
7;. Parking spaces have been revised to conform to the City's requirements.
8'. Applicable codes - all construction shall conform to current codes as
� adopted by the City.
�
I f the're are any quest i ons or add i t i ona 1 i nformat�i�o:� i s requ i red, pl ease adv i se. '
j Sincerely yours,
' GREEhI ENG I NEER I�!G ASSOC l ATES , I�JC. ;
��- ,�.a.� ' 'I
I ' Rob rt F. Green E.
President
RFG:gg �
. Enclosure
cc: R. Dodd, EPMC/plan
K. Griffin G
- J. Rainwater, The Edge Group/plan . �
� � Engineering - Land Planning - Field Inspections - Construction Management - Reports - Studies -
I - -- - ------- ---
i
_ _ _ _ � :
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. De��:tr�er�$ Of � � ,� . _ .
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� �te�uulat�on . , . �L�,kpkHTHi���«"
I .
, I . .
. '.,'
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SITE PLAN REVIEW COMMENTS • ' ' '
October 21 ,• 1988 ��V �
I - • .
1 . DRIFTWOOD ' '
.,
' Approval for sign and gazebo for the third phase '
of Driftwood subdivisi.on was approved. This was not .
considered a substancial change in their planned unit .
� development. '
, 2 . EAST PASCO PdEDICAL CENTER �
Site pla•ns for additional parking plus addition to ' .
Ipresent• building was submitted by 2 different en-
I gineers. ' - Committee did not approve either plan
and must resubmit showing the following. ,
I1 . Site plan incorporating both projects. !
2. Show all structured on site plan permanent and .
or temporary - such as emergency, e'tc.
3 . Clearly i'ndicate where: if designated helliport '
is �to be 'built- Note no parking of vehicles on ;
� helliport pad will be allowed and all standards �
for building helliport shall be shown. �
� 4 . Show correct location of �ire fiydrant on south- �
west side of building. ,
� 5 . Show additional 8" water line on north side with '
2 additional fire hydrants. !
6 . S W F M D permits for all surfaces being covered �
including additional parking city of Zephyrhills . '
water retention requirements (copy enclosed) � .
7 . Parking 'requirements for the �xisting hospital and
addition shall meet city of Zephyrhills garking . , .
A requirements (copy enclosed)
`' 8 . Page A 1 - 1 - P.lan submitted applicable codes . -
'� Applicable codes adopted by the city of
�ephyrhills and their current revisions shall
be followed. ' �
• I
` I
I
I !
. �
. ,. , I ,
� � "Building Sa(ety Is No Accident"
�
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HARDWARE SCHEDULE ,
' Nurnber, size, ar,d � be�rir�gs fc+t^ bu�;t hir�ges is descr,ibed elsewhere in this '
sect�iar�; a heavyweight designatic�r�, if ir�cluded ir� the Hardware Gr��up,
' ' ideritifies heavyweigh-t c�r high-frequer�ey dc�ar�=. S�ippliEr is remar�ded that
, � si lencers �re required an al l interiar rnetal d��ar frarnes. �
Graup i: 1 Haspit�l Frivacy Lc�ck (Schl�g� D4�fS�, 1 WaII Stc�p.
6ro�lp 2; i F�ush F'ull Latch (Giyrm-3ahri�c�n HL-6) , 1 Wall Stap, 1 Kick F�l�te
(ec�rridc�r side>� 1 Dc�c�r Holder tGlynn-Jc�hr,sor� GJ 37�►).
Grc�uQ 3: 1 F'ush Plate? 1 F'ull Plate, 1 Hc�ld-c�per� Closer, 1 Kick F�late, ! W�11
St ap. �
Graup 4: 2 F'ush Flates, 2 R��11 Plates, � Kick F'lates, : Wall Staps, � Hald-
' aper� Clasers.
Graup ;: 1 Magic 5wing Electra-Mech�nic�l Swir�girig Doar Operatar with � F'ush
; �'late Actuatars; 1 Push Pl�te; 1 R�ill ar�d �'late; 1 Kick F'late, 1 �
• Wall Stap.
Graup 6: 1 Er�trar,ce Luck (Schlage D53F�D), 1 Claser, 1 Wall Stap, 1 Kick F'late.
Graup 7: 1 R�th/BedraGrn/Frivacy Lack (Schlage D4�S), 1 Wall Stop, 1 Auturnatic
� Daar HattGrn tPemkG 41i CR), 1 We�therstrip (�'ernka S88>. �
: Graup 8: 1 Ernerger�cy Duc�r Stap tStar�ley ES-1>, F�r. Dc�ar pivats iStarrley DAF�-
3), 1 Haspit�l Priv��y Luck (Schlage D44S), 1 Wall Stc�p.
' , ` Graup 9: 6rant Track Set �i8Q�34. �
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Pncuecr' ' issueu • aoe++o.
'� #.he edge group, p.a. o.s. � CATH.�LAa. aoocTsot� •�,�,g� � :89Q8!
EAST PASCO MEDtCAL CENTER �c�o�f '
,' - 444 BUNKER ROAD, WE3T pALM BEACH EPHYRHlLLS • FLORIDA �'��p '�'�S FS'2,
FLORIDA 33445-389d 9G&t686-936T • �
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EAST PASCO ME.DICAL CENTER �'t�` "R'
, ' 444 BUNKEfl ROAD, WEST PALM BEACH P��II Cp� � "
• �ORIDA 33405-3894 soeisss-s3oT .ZEPHYRHILLS " • FLORIDA ws'� �
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O3 PROVIDE 1 b" BY 12" COVER PLATE FOR TOP OPENING WITH HOLES AS SNOWN ;
ON INSET FOR H.P. PHYS. MONITOR HRACKET. ;
WELDED CONSTRUCTION; FASTEN TO FLOOR WITH SCREWS IN A BEAD OF GE �
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