HomeMy WebLinkAbout95-4812
BUILDING PERM!!N. ~ _4812' ~
CITY OF ZEPHYRHILLS _ ~
(813) 788-6611 ~J Dat<e ~9 -:30 -9~
1D IO~.
PLUMBING MECHANICAL
Permit Fee
Signature
Company
Address
Telephone# V- % 7- J~Z s-- !ysy:
1-/20 f
1~' yf'
./ SV
513,'
BUILDING
.-;)
18;'~
ELECTRICAL
Property Owner:
Job Address:
Parcell.D. #
Zoning:
Description of Work
!rgy Code: ~
( ~ ./}"/{<-~ (!-{
(;fG"
, ~ /)f () ()ri.~4.
fi(i ~~~~
R~: '-Iq34
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O,
All work shall be performed in accordance with City Codes and Ordinances.
Valuation or ~ _ '00
Contract Price 7 ~ ) 0 & 0' --
Sewer Conn 1: 17~ ~
Water Conn: ~ ~ -;;;5 -
Water Meter: r-=>'-I6T-
" -!Z - ~.~
TIF s. c.), 5 ,&:;1. -
City License Registration # f If 1
State Certified License# CO t!-D 2191(
) .
Ftr. Tp. Servo
Pre SLB lj.. IJf.. 95120&- Rough In
Lintel . Meter Can ~ "2J/)-9.~-R~
FRM.4...(J~Sl'D& f.tt ;2.L'~'i.J.(;;onst. Pole
..,
Insul. CL Pool
....... WL Pre-Meter
hvJ AL- 5' - jt{ 4( r- 1\ . Final ~ rfP...Lj 1) gfi '-.7
i).7~yJls 1\I<'>Dt'lAIlN1'1. 0 ~ . ~- r-l. _ a--
Drivevfay-__ ~4-\3....~~ j....~
~n-~WnJ.l ~
(:l ~I-'l 'r)l ~-Zl.lw'1s)
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
-- ------..
PLUMBIN /1
SLB ..J.t-J3-lf6' fj J2/
Tub Set ~-2J--,'i'~a
Water
Sewer
Final 5'~{q..q) bLL.-
r~6 t~ c.- h{)'j)~Ut-1
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
Breakers
Ducts Insl.
Compressor
Final S- -It( -7~-
3&lL
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER'S NAKE
Matthews Orthopedic Clinic
PHONE % 407-425-8454
W. Colonial Dr., Orlando, FL 32804
OWNER'S ADDRESS C/O Commons Medical, 1325
.2 8-/0 j
JOB ADDRESS Market Sq. Shopping Ctr, 7008 Jason Drive, Ste
Tract 40 - Section 2, Township 26 South,
LEGAL DESCRIPTION: LOT(S) BWCK SUBDIVISION
1, Zephyrhills, FL
Range 21 East
PARCEL 1.D.' Former Walgreen I s Drug Store at (OBTAIN FROM PROPERTY TAX NOTICE)
Market Square
WORK PROPOSED:_New Construction ----Addition XX Alteration _Repair ____Install
_Sign
_Move
_Demolish
PROPOSED USE: _Single Family
~eo..ercial
_M/F
_, of Units ____M/H
_Indust.
_Swim. Pool _Other
_Restaurant & Health Department Approval
DESCRIPTION OF WORK: LEASEHOLD IMPROVEMENTS FOR PHYSICIAN OFFICE
Renovation area
BUILDING SIZE: X . 3,080 Square Feet. Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
~BUILDING
~ELECTRIGAL
$ 250,000
Valuation of Total Construction
400
AKP Service
XX Florida Power Corp.
_W.R.E.C.
,
\.
1L-MECHANIGAL
$ 30,000
Valuation of Mechanical Installation
~PLUHBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ~Block _Fralle X_Steel
Other
FINISHED FLOOR ELEVATIONS: n/a FT.
YES
XX
-
NO
IS PROJECT IN FLOOD ZONE AREA?
******************************************
CONTRACTOR SECTION
BUILDER
COMPANY Commons/Medibilt
State Cert. or Regist. , CGC-021914
City License Registration'
******************************************
Signature
ELECTRICIAN
COMPANY Aneco, Inc.
Ii )~ - State Cert. or Regist.' EC 0000468
~ n City License Registration I .:1..9 $I
.
******************************************
S ionA ture ,8 ~ I.L c...,p
PLUMBER
COMPANY McNatt Plumbinq
{4/R~ Stat.e Cert:. or Regist. 'I-CFI7~5185
City License Registration t
* * ************************************** I
Signature
Signature
COMPANY M. S. I.
State Cert. or Regist. tt RM
City License Registration ,
******************************************
50/9958
OTRF.R COMPANY
State Cert. or Regist. t
Signature City License Registration #
******************************************
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perJit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813)
788-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOWner's Protection
Guide" prepared by the Florida DepartJent of Agriculture and Conslller Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
"owner" prior to couencl!.lent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perforaed to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveIDIental agencies JaY apply to the intended work, and that it is
.y responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
· DepartJent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater TreatJent
· Southwest Florida Water Hanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
· ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* DepartJent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater TreatJent, Septic Tanks
;, US Enviroiliental Protection Agency - Asbestos abateJIEnt
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "cOlpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall becOle invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perJit is
suspended or abandoned for a period of six IOnths after the tile the work is couenced. One 90 day extension of tile, JaY be
allowed for the perJit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENt' MAY RESULT IN YOUR PAYING TWICE FOR IHPROVEMEIn'S TO YOUR
PROPERTY. IF YOU IIn'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AnORNEY BEFORE RECORDING YOUR NOTICE OF
~J~.D:;;L~ 00 K~ RW ro~~~..
IGNATURE: OWlfER OR AGENt' ~TU . 0 TOR
STATE OF FLORIDA
COUNlY OF ~
The foregoing inst ent was acknowledged
before me this m..:..v 7, 19 96" by
~~~O~F;'LORI~~~
Th.e foregOing in~~ acknowledged
be~ore me this ~~ 19~by
who is personally~wn to~ or who has
produced
as identification and who did/did not
tak~: r( ~I"II )
(Signature) 'f
bZ?o R..o r-N ~ K. f3 R. tJ uJ I\J
(Name Typed, rint~d or Stamped)
NOTARY..rJJ@LIC
.. ~Qift.RY ~
( ~W")
\~~J
*.41'~ !<~..
**.~::~....*t:
who is pe
produced
as identification an~did not
t.~t7 ~
(Sign.tur) III r. / ,e.2J
(Name Typed, Printed Or~~ed)
NOTARY PUBLI~
...'tA~";:"" LORNA V. REED
f!!"'ii.VP;f~ MY COMMISSION' CC 359612
~'6:Ji EXPIRES: Marth 20. 1998
~':''Jf.lif..f:.'tf..... BondlId Thru NolaIy Publlc Undelwrillll1
OFFICIAL SEAL:
DOROTHY K. BROWN
My Commission Expires
March 30, 1996
Comm. No. CC 187345
.anLt A - "U~"~~l
GITY OF ZEPBYRHILLS CONNECTION FEES
ORD. #395 & RESOLUTION #312 WATER $1.75/GALLON SEWER $6. 39/GALLON
RESIDENTIAL (Each Lot or Unit)
Residence $ 350.00 $1, 278.00
Travel Trailer Park 131. 25 479.25
COMMERCIAL (PER FIXTURE)
Sinks 87.50 319.50
Water Closet 131. 25 479.25
Urinal 87.50 319.50
Lavatory 43.75 159,75
Tub/Shower 87.50 319.50
Washing Machines-Commercial Size 350,00 1,278.00
Washing Machines-Domestic Size 87.50 319;50
FOOD SERVICE - Dishwasher 700.00 2,556.00
Sinks (3 Compartment) 175.00 639.00
Car Wash (Per Stall) 1,000.00 6,390.00
FIXTURE G.P.D. # WATER SEWER TOTAL PER FIXTURE
Sinks 50 9 787.50 2,875.50
Water Closets 75 2 262.50 958.50
Urinals 50
Lavatories 25
2 87.50 319.50
TubS/Showers 50 1 87.50 319.50
Washing Machine 200
Washing Machine 50
Dishwasher 400
Sinks-3 Comprt 100
Car Wash-pI st. 1,000
"
WATER METER
GRAND TOTAL
$5,698.00
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
CHAPTER 4 -LImited and Special Use Buildings Prescriptive Method
FORM 400C-84 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
Commercial Buildings ALL CLIMATE :LONES
PROJECT NAME: Mt>-\t4 ~<- t'>l2... T\-ItnP.... ~~\ (' ZONE: 04-
ADDRESS: BUILDING CLASSIFICATlONIS): fE.
CITY ZIP CODE: BUILDING PERMIT NO.:
BUILDER: ~o_"^ O>-lo,.<,. ",^,7 e:. \{"'~ PERMITTING OFFICE:
OWNER: JURISDICTION NO.:
BUILDING INFORMATION
WALLS ROOF/CEILING FLOORS DOORS GLASS
TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA
Concrele (CBS) Lll:.. Under atlic Up.., Slab-O"1lrade I I t... Wood t-Jk Single. wall WA
Wood frame Single Assembly Aaised Wood Metal Double, wall
Metal frame Other: Raised concrete Insulated Single. roof
I nsulation A-value Insulation A-value Insulation A-value OIlier Double. roof
SYSTEMS INFORMATION
AIR CONDITIONER HEATING SYSTEM HOT WATER
TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE
Unitary & Heat Pump Central & Heat Pump Electric
<65.000 Btulh - SEER - < 65.000 Btu / h _HSPF - Resistance -a
;>65.000 Btulh ~EER _IPLV --L.CL ~ 65.000 Btu/h _cop - Dedicated Heal Pump 0
EER Water cooled _COP - Gas
Water Cooled - - IPLV -- E vaporahvely cooled _COP Natural 0
E"aporatively Cooled - EER - EleCI"C reSIstance ~COP ~ LPG 0
PTAC - EER - Gas /011 (CIrcle one) Oil 0
Chillers - COP IPLV < 225.000/300.000 Btu/h _ AFUE - HRU 0
- -
Other ~ 225.000/300.000 Blu/h Et OIlier.
LIGHTING To1al Liahtinc Wanaae .. ':"nno - I.~ I SIZING CALCUU T10N 0 DUCTS R-value:
To1al Conditioned Floor Area 'H XJ.J Wanslsq.lt. Attached (n.n t-"'I\l..l
I
PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.)
COMPONENTS SECTION REQUIREMENTS CHECK
Windows 406.1 Maximum of .37 dm per hnear foot 01 operable sash crack. .,/'
Doors 406.1 MaXImum 01 1 .25 dm per square fOOl of door area V
Joints/Cracks 406.1 To be caulked. gasketed. weatherslrapped or otherwise sealed. V
Reheat 407.1 Electric resistance reheat prohibited. V
Venhlation 409.1 Supplied with readIly accessIble sWItch tor shut.off and/or volume reduction when ventilation is not required. ...........
HVAC Efficiency 407.1,408.1 Minimum elliciencies-Heating: Tables 4-7, 4-8, 4-9. Cooling: Tables 4-3, 4-4,4-5,4-6. . V
Transport Energy 410.1 Minimum of 8.0. IV
Balancing 410.1 HVAC air distribution system(s) tested and balanced. IV
HV AC Controls 407.1 Separate readily accessible manual or automahc thermostat tor each system. Iv
HVAC Ducts 410.1 Air duds. linings. mechanical equipment and plenum chambers shall be mechanIcally anached. sealed, V
insulated and installed in accordance wi'h the crateria of sectlon410.1.
Operations Manual 102.1 upera IonS manual Will be prOVIded to owner. V-
PIping Insulation 411.1 In accordance with Table 4-1'. t-JJlo.
Water Heaters 412.1 Automatic electrac storage water heaters s120 gallons and gas & oil.fired storage water heaters /'
s 75.000 Btulh shall meet performance monlmums In Table4-12. Electric >120 gallons: standby loss ~.30+27NT'
Gas >75,000, O~ >105,000: El .78, Standby loss 1.30+1 14NT. Gas, Oil >155,000: Et .78, standbl'J~.!..1 .30+95/VT'
SWimming Pools 412.1 Spas & heated pools must have covers. Non.commercial pools must have pump timer. Iv'"
& Spas Gas spa & pool heaters muS1 have minimum 1hermal efficiency of 78%.
Hot Water PIpe 412.1 Piping heat loss is limited to the levels bn Table 4.1 1 for circulating systems and the first 8' 01 pipe from a storage tank. V-
Insulation
Waler F,xtures 412.1 Water flow reSlraCled to maXimum of 3 gpm at 80 pSlg: toilets maximum 3.5 gallon flush. v-:
Public lavatory lixture maXimum flow of .5 gpm or .5 gallon if has self-closing valve.
LIghting 415.1 Ballast Ellicacy Factors (BEF) shall meet the levels in Table 4-15. V
I hereby cenify that the system design is in compliance with the Florida Energy Code. Registration No.
ARCHITECT:
ELECTRICAL SYSTEM DESIGNER:
LIGHTING SYSTEMS DESIGNER:
MECHANICAL SYSTEMS DESIGNER:--.::1. '1--l< ~l 46"2,11..12
PLUMBING SYSTF.VS DESIGNER:
Compliance wiih Chapter 4 was demonstrated by a Prescriptive Measures methodology:
D Det2.che~ commercia! buildings D Skyboxes 0; sports stadium buildings D T rattic safety 0 Supennarkets
less th~ 100 squarE> fGe:. that are used only seasonally. control towers
I hereby certify thallhe ::>lanS"nd Specif~:..red by the calculahOn ale on comphance ReView ot ~ans and specihcatlons covered by thIS catculahon IndlCales compliance WIth the
With th~ Florid~ne~ Code,,~~
PREPARED B ...~ ..... ' {..-II DATE 'Z-1'-Cf S Flonda Energy Code Be~':"':~:led. hs builc\lN wolll>e Inspected lor
compliance in accordance Ion 5 . F _So .fJ
I hereby certify t!latthlS bulldtna r..; ~h comp(~anoe wnh the Florlda Energy Code BUILDING OFFICIAL' I ~ A ... --f. 0_
OWNER 'AGENT: _._-- -- DATE DATE: ~ ~-... c/ IQ~
I
I
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
CHAPTER 4 -LImited and Special Use Buildings Prescriptive Method
FORM 400C-94 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS
Commercial Bulldinga ALL CLIMATE LONES
PROJECT NAME: M~\r\~ C~T~DP.....~~\(" ZONE: +-
ADDRESS: BUILDING CLASSIFICATlON(S): ," -
crN ZIP CODE: BUILDING PERMIT NO.:
BUILDER: ('. EnM''''- Ou.~ 'fV\~~\cA\ PERMITTING OFFICE:
OWNER: JURISDICTION NO.:
I
BUILDING INFORMATION
WALLS ROOF/CEILING FLOORS DOORS GLASS
TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA TYPE U AREA
Concrete (CBS) Ll.b.. Under a!lic U,... Slab-Ol>ilrade lib.. Wood N~ Single. wall t-JA
Wood Irame Single Assembly Raised Wood Metal Double. wall
Metal frame OIher: Raised concrete Insulated Single. rool
Insulation R-value Insulation R-value Insulation R-value Other Double, rool
SYSTEMS INFORMATION
AIR CONDITIONER HEATING SYSTEM HOT WATER
TYPE EFFICIENCY TONS TYPE EFFICIENCY BTU/H TYPE
Unrtary & Heal Pump Central & Heat Pump Electric
di5.000 Btulh SEER < 65.000 Btu I h _ HSPF - Resistance 19-
- - 0
~5.000 BluIh et...t:LEER _IPLV -LQ 2: 65.000 Btu I h _COP - Dedicated Heal Pump
Water cooled _COP - Gas
Water Cooled - EER - IPLV -- Evaporatlvely cooled _COP Natural 0
Evoporalively Cooled - EER - EleClrlc reSIstance ~COP ~ LPG 0
PTAC - EER - Gas I Oil (clfcle one) Oil 0
Chillers - COP IPLV < 225.000/300.000 Bluth _ AFUE - HRU 0
- -
Other 2: 225.000/300.000 Blu/h Et Other.
LIGHTING Total Liohtinc Wanaoe .. nlOO - I.q I SIZING CALCULA noN 0 DfTS R-va!uej
Total Conditioned Floor Area ~ .~ Wans/sq.h. Attached (",.f) ......1\ l..
. ~ JC..t. J
PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.)
COMPONENTS SECTION REOUIREMENTS CHECK
Windows 406.1 I Maximum 01 .37 dm per Ionear loot Of operable sash crack. ,,/
Doors 406.1 Maximum 01 1 .25 dm per square foot 01 door area V
Joints/Cracks 406.1 To be caulked. gasketed. weatherslripped or otherwise sealed. V
Reheat 407.1 Electric resistance reheat prohiblled. V
Ventilation 409.1 Supplied with readily accessIble sWitch lor shut.?t1 andlor volume reduction when ventilation is not required. y../
HVAC Efficiency 407.1.408.1 Minimum efficiencies-Heating: Tables 4-7. 4-8. 4-9. Cooling: Tables 4-3, 4-4, 4-5, 4-6 . V
Transpol1 Energy 410.1 Minimum 01 8.0. V...
Balancinc 410.1 HVAC air distribution system(s) tested and balanced. V
HV AC Controls 407.1 Separate readilv accessible manual or automatic thermostat for each system. V
HVAC Ducts 410.1 Air ducts. linings. mechanical equipment and plenum chambers shall be mechanically anached. sealed. V
insulated and installed In accordance wi'h the cnteria 01 section 410.1.
Operations Manual 102.1 UperatlonS manual Will be prOVIded to owner. "......
Piping Insulation 411.1 In accordance with Table 4-11 . t-J,a..
Water Heaters 412.1 Automatic electric storage waler heaters .s.120 gallons and gas & oil.fired storage water heaters /'
.s. 75.000 Btulh shall meet performance minimums in Table 4-12. Electric> 120 gallons: standby loss ~.30+27 NT.
Gas >75,000, Oil >105.000: Et .78. Standby loss 1.30+114NT' Gas. Oil >155,000: Et .78, standby loss 1.30+95/VT'
SWimming Pools 412.1 Spas & heated pools must have covers. Non.commercial pools must have pump timer. ~
& Spas Gas spa & pool heaters must have minimum thermal efficiency of 78%.
Hot Water Pipe 412.1 l'>iping heat loss is limited to the levels on Table 4-11 lor circulating systems and me first B' 01 pipe from a storage tank. ~
Insulation
Water Fixtures 412.1 Water flow restnc1ed 10 maXimum 01 3 gpm at 80 pSlg: lorlets maximum 3.5 gallon flush. ~
Public lavatory lixture maximum Ilow 015 gpm or .5 gallon if has self-closing valve.
lighting 415.1 Ballast Efficacy Factors (BEF) shall meet the levels in Table 4-15. V
I hereby certify that the system design is in compliance with the Florida Energy Code. Registration No.
ARCHITECT:
ELECTRICAL SYSTEM DESIGNER:
LIGHTING SYSTEMS DESIGNER: :'2: 482..:, U;;
MECHANICAL SYSTEMS DESIGNE~. -rv;~.J ~ . 7
PLUMBING SYSTB/S OESIGNER: .
Compliance with Chapter 4 was demonstrated by a Prescriptive Measures methodology:
D Detached comm8icial bui!6ings D Skyboxes o. sports stadium buildings D Traffic safety 0 Supennarkets
less than 100 quare feeL that are used only seasonally. control towers
I he'eby certify thaI the Plan. and ~1~1'e'er: by the calculatoQn ale In comphance ReView of ptans and specifications cove;ed by thiS catculatlon lochc.ates compliance "'Illh the
with the- Florida Energy Cod-e1/1q, _ ~ /,; Flonda Energy Code. Be~~l$trUCIion is completed. !his build.ng Will be ,nspeoed 10'
PREPAREDBY -----":;;!. -t/J . t2 A DA TE 2..:-'7 '-'15 comphance in "cx:ordance ect,on~. F.S. -11
I hereby certify t!'\at this bulldlnd IS In comptlance wi1h *e FlorlCla Energy Code BUILDING OFFICIAL: :, ~ ,. . .A A',4 ~ -<!.-
OWNER'AGENT: m DATE. DATE ~-::::i(/ _C ~'--,-
--
I
I
I
~-24--?6' I!!r,
/KilN .s??oRT?;;1i cPt\! .Irt P/fC!./ FEr
l!1ecftea ( C!/ij/C! ~ 330 ~,I-T;
[?pje Z,759,0l per J;CX>D 5,r=:
3", 3-:3 <Q ~ ~ F: X 2. '] 5'1, ce::. :f{ c!'z 01-, 0 2-
, '
CREblJ:
.- t-:)C)!7reens Druy -'?e.-f9; / ~ fe~
~iS ~6?/'~;;er(Q;C5:F:
3.,r33b Sf" X ~~9!,0.9 -=:. -.54 tff, '2
-
. Jj 3~4Z. ~
YY1~'TT H 6.~S OtLr~orftQ.j)LL
L-U~lC
p.-"
TABLE A - \"OHKSIlr.r.'I~
CITY OF ZEPIIYRIITLLS CONNECTION rr.I~S
RESOLUTION tF312 \"ATER $1. 7S/GALLON SE\yER S6,39/GALLON
RESIDENTIM. (Each Lot 01: Unit.)
Residence $ 350.00 $1,,278.00
Travel Trailer P a l'I< 131. 25 'I 7 9 . 2 5
COMNERCIAL (PER FIXTURE)
Sinks 87.50 '319.50
Hater Closet 131.25 " 79 . 25
Urinal 87.50 319.50
_.
Lavatory [,3.75 159.75
Tub/Shower 87.50 319.50
Hashing ~lach ines-Commercial Size 350.00 1.278.00
Washing Machines-Domestic Size 87.50 3J9.50
FOOD SERVICE - Dish\vasher 700.00 2.556.00
Sinks (3 Compartment) . 175.00 639.-00
Car h"ash (Per Stall) l,ODO.OO 6.390.00
FIXTURE C.P.D. f~ HATER SElmR TOTAL PER FIXTl.TRE
Sinks 50 /0 ~5~vC 3,lq~ bD 407D,00
50 , C/5fj,':70 DO
Water Closets 75 Z 2.02. I i z.2...J ,
Urinals 50
Lavatories 25 2- 3' ~o 31q. So 107, o~
7,
TubS/Showers 50
Washing Machine 200
Washing ~Iach ine 50
Dishw::lsher ',00
Sillks-3 COlllprL 100
Car \.Jash-p/st. 1,000
L 2-2.. 6: i) c) ~'-I73.20 S;bQg. 00
"
h't\TEF: NETER
fJl Pr
5" i_~a.. D~
j f!) I 0,
r;P'\Nn TOTM,
BulLbIN&
~11t\(..,
itu~
tl\ Ptl\tWllAt-
6\JBto ,(it L-
Ci{)l..i) tT
7o"A-l-
.51UJ ~
WATr.:~
IV\~
1"(; Tft L
~,
. ,-
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Commons Medical
The Healthcare Facilities Company
Sui t e Tw 0 Hun d red
1325 W. Colonial Drive
o r1 and 0, F L 3 2 8 0 4
PH (407) 425-8454
FX (407) 425-8979
CGC021914 . AA0002363
tlarch 27, 1995
City of Zephyrhi11s
Permit Department
5335 Eighth Street
Zephyrhills, Florida 33540
Gentlemen:
This let~er authorizes Walt Collins of Commons Construction to obtain building
permits from the City of Zephyrhills on behalf of Commons Medical.
If you should have any questions, please call this office at 407-425-8454.
Thank you for your cooperation in this matter.
Sincerely,
CO~TRUCTION
~~cey
Vice President
County of Orange
State of Florida
Subscribed before me on this 27th day of March, by Richard J. Tracey, Vice
President of Commons Construction Co., who is known to me and did not take an
oath,
~~
rna V. Reed
LORNA V. REED
MY COMMISSION II CC 359612
EXPIRES: March 20, 1998
Bonded Thru NotaIy PublIc Undel'Mlllrs
Development · Construction · Architecture · Interior Design. Property Management
f1R'( 1':;"35 15: D2 l'lClJRTT FLur'1E:HJI; e(,.
F'.Vi
McNatt Plumbing Co.} Inc.
CFCC 45185
13211 N. Nc-brasL't Avt:m.-ii;'
Suite G
Tampa. FIOlida 33612
Tampa (813) 971-6100
Sun CityiApollo (813) 645"6329
Fax (813) 975-0410
-
-
City of Zephryhills
5335 8th Street
Zephryhil1s, Florida 33540
May 19, 1995
Attention: Mr. William Burgess
RE; 38101 u.s. Hwy. 301 N.,
Matthews Orthopedic
Zephyrhills, Fl.
Dear Mr. Burgess;
As per my conversation with Lenny Roca of Commons
Hedi.eol, .l:'egaJ:'din.g the e..bo'V'e mentior".eci jub.
Let this letter serve to inform you that we have
not exceeded capacity on 3" vent.
Please note Table 1305.2, Standard Southern Code
attached.
If you have any questions, please call me at any
of the above mentioned phone numbers.
RespectfullY'~ ~
Jeff Nally
Field Supervisor
JN/dlr
-
-
l'lA\' 1'3"35 15:0c~ t'lCl~ATT c'UJI'mHV; III
~
,
.
F'.2/1
TABLE 1305.2
HORIZONTAL FIXTURE BRANCHES AND ~~.<\CKS
Maximum No. of Fixture Units That May
Be Connected To:
Of8meter More Than 3 Stories
of Any One Slack of In HeIght
I PipeS Hortzontal 3 Stones
(In) Flxtun1 or3 Total for Total at One
BNJnch J 4 Intervals StaclI: Story or 8ranch
Maximum Imenoal
1 1/4 1 2. 2 1
1 1/2 3 4 e 2 ,.
2 6 10 24 6
..
-
21/2 12 20 42 9
3 20) 3(Jl 60; 16)
4 160 240 500 90
5 360 540 1100 200
6 620 960 1900 3SO
3 1400 2200 3600 600
10 2500 3800 5600 1000
12 3900 6000 8400 1500
15 7000
1. Does no! .include bra,nche$ 01 the building drain.
~. /foi Over !WO water CI(,sets
3, Not ove~ six wafer closets.
~:6(lQt, loco for batto"." "'el\l~1! fi:./!u~'-t;,'a.,.~I.,,;>. If.., {oj~", .t:Vud!ull j)t!rmlnw (or oanery
vented branches throughOUl the et:tire branch length.
~ S. Th~ ....,i,'j,,'ulfl :siLo,: uf <toy branch or Slack servmg 8 water C:loset Shall be 3"
1306 OFFSETS IN DRAINAGE PIPING IN
BUILDINGS OF FiVe STORIES OR MORE
1306.1 Offsets of 45 Degrees Or less
An OfI\e1 in a venical ;;lack. with a change of direction of 4Y' or less from
the vertical. may ~ ~ilt':d as C1 straight vertical stack. In C3':e a h~lrj7.ontn]
branch connects to [he stack within 2 ft above Or bl:low the ofI~t. a relief
\lent shall be installed in accordance with 1417.3. except that when the
offset stack is sized for a building drain (s~ Table 1305.1. Column 5) the
relief vent may be omitted.
1306.2 Above Highest Branch
An offset above th~ highest horizontal hranch is an offset in the stack
vent and shall be consi<,kred only as it affects the devc:loped length of the
vent
-
-
116
Slandi!rd Plumbing Code/~'1991
.....
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n .. I A 11 d (I, )/ L 82804
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C(,CO!!lHloJ . 1\'\00028tH:I
......
June 5, 1995
Mr. Ray Bumside
Building Official
City of Zcphyrhilll'i
ZephyrhiJIs, FL
Re: Market Square Tenant Improvements
Matthews Orthopaedic Clinic
Dear Mr, Bumside
Pursuant to your request, wc have we are submitting herewith the calculations regarding the
suppnrl' of track-mouuled Radiographic equipment in the subjecl space. Enclosed also are
copies uf th~ following:
Plan layout of Unistrul support system,
Detail Section of Unistrut attachments 10 existing structure.
Weight distribution diagram of ax J~adiographic equipmcnt.
Standard Load Tahle for open-weh steel joists, eircoJ97J. (age of huilding)
From the weight distribution dingral1l~ the total wcight of the equipment is approximately 600
pounds, distrihuted equally on two tracks~ each carrying approximately 300 pounds. Thesc
two tnlcks arc supported from J4H6 open web sleel joists and a WI6X26 stccl beam. The
critical support is at the 14116 joists.
These joists are spaced 6'-0" on cell tel', however, double joists exist where old roof-top
mechanical units have been removcd. The majority of the weight of the radiographic
equipment is carried by tho douhle joists. From the Standard Load Table, thesc joists each
havc a total load carrying capacity of 327 pounds per foot Over a span of 25 feet. The total
capacity per j()lst is 8,175 pounds (327 X 25l The total capacity for two joists is ] 6,350
. pounds (8,175 X 2);
The total design load for the original roof joists is as follows:
J ,;ve Load 20 PSI,'
Dead Load 1) PSF
Wind J ,oad 25 PSF
))\.'VC.JOJ!Il1(':J1L " COlllSln1dje)l1 · Ardllh'.('(l1n: . Interim' HI'IlJIlII . J'J'()Jll:"/)' l\lcUluj[(:mcut
TEL.:
Jun 05 95
16:36~No,008 P,03
Mr. Ray Burllside
.lune 5, J 995
page 2
........
The total de~ign load fi.,r the roof joists j!; 56 pounds per square !'out X ()' (joist spacing) X
25' (joist span) ,.". 8,400 pounds. The newly superimposed Radiographic cquiprnentload is
600 pounds; and, asslIlning all of it is imposed upon one of the double joists, the total load is
9,000 pounds (8,400 pounds odginal roof load plus 600 pounds radiographic equipment load.)
r....om comparing the newly superimposed load at worst condition, 9,000 pounds, versus the
capflcity of the double joists, 16,350 pounds, the joists appear to be suHlcient to carry the
load~. A eheck of the end rcaclions (for shear) shows the maximum allowable end reaction to
be 4,200 pounds per joist, or 8,400 pounds fi.)r a double joist condition. The end reaction
under the superimposed loading is approximately 4,440 pounds, stili within tolerance.
We trust the above infi.mllfltion is what you were needing, however, should you need any
additional information, please feel free to contact us at your cOJlvenicllce.
Sincerely yours,
COMMONS MEDICAl,
~_...--...~
~-'1l1 E. CI~-~-
Vice president- Architecture
CO: Walt Collins
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