HomeMy WebLinkAbout350 NORTH ROCK ROCK PAPERWORKT F%tr
9FFICEl7SE;ONL'Y:
WAal:floc 45 Bab
DATE FILED: 414
PLAN REVIEW FEE: 4a R CEIPT NO.:
CONCURRENCY FEE: RECEIPT NO.:
`-- ---1,
PERMIT NUMBER" -
ALL 'INFO MAST BE COMPLETE at FILLED IN TO BE ACCEPTED
��e coy ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT- SCANNED
2300VIRGINIAAVE NUE _ BY
O tOp FORT PIERCE, FL 34982=5652 St, Lucie County
561-462-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING'COMPLIANCE
PROJECT INFORMATION
1. LOCATION/SITEAD/D/RESS: 3tJ0 ROGK ROAD, YT ��/2�, /—G
2. S/D NAME: SITE PLAN NAME: .oat z/4AIV 4;ON64kEr2F 141.0.
3. PROPERTY TAX ID
4. LEGAL DESCRIPTION (attach extra sheets If necessary): S��' I&W/Eb
7. BLOCK, , 8„ LOT
BOOK NO. NO. , :_ �_" \ NO. _
9. PARCEL SIZE: ACRES/SQ FT. It-OQGwl LOT DIMENSIONS
10. DESCRIPTION OF CONSTRUCTION PROJECT OR,WORK,ACTIVITY: GoNI1aUGT /IIEGV
1141A.,rdAnfr 4", .1AdA//.Q`TG tl: 0.iw%/a `A .,Z/7Y'
11. SETBACKS (ACTUAL) FRONT: 9�, BACK: Oy! 181DET' SEFT
DE: �/• O r
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION
[ ] RESIDENTIAL
[ ] OTHER (SPECIFY)
[ ] EXPANSION/ADDITION
[ ] COMMERCIAL
[ ]. INTERIOR RENOVATION
[ ] INDUSTRIAL
13. DESCRIPTION OF,PROPOSED USE:. wNGf�C7•G . (�A57//VC7,\ �/i�/L/.% J
14. Sq. Ft./CONSTRUCTION:
16. VALUE OF CONSTRUCTION % $�� 00
The value of construction is used to determine the amount of permit fees to be assessed. St Lurie County reserves the right to question and/or modify the
Indicated value of construction if it is demonstrated that the submitted figures are not coitsistent with similar types of construction activities. If the value is $2500
or more, a RECORDED Notice of Commencement must be submitted with this application.
1#Ics -,VA i d I
SLCCDV Form No.: 001-02
THE AVERAGE PROCESSING TIME FOR MOST BUILDING PERMITS IS TEN (10) WORKING DAYS
OWNER INFORMATION:
NAME:
ADDRESS: _ /yu N. W/UK t^gAV
CITY: rG'�QG�/ STATE: 04seglDld ZIP S 9�
PHONE (DAYTIME): rr.6I1 Y,�l18 /
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS
BELOW.
FEE SIMPLE TITLEHOLDER: RoPJ �• __SwOWE _
ADDRESS:
CITY: Ooar Sr L�G�e
PHONE (DAYTIME): (56/_ i/87_
CONTRACTOR INFORMATION•
ST. of FL REGJCERT #:
BUSINESS NAME:.
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
ARCHIT/ENGINEER:
ADDRESS:
CITY:
PHONE (DAYTIME):
BONDING COMPANY:
ADDRESS:
CITY:
r5�iS �f6/- S 3 3y
VERo
.6b/1 51�9-/25� •
A6
STATE: A�ZQ/DA
'$T'. LUCIF-COUNTY CERT #:•-
FAX NO. �J6�'• 7�f✓7' T
SPATE: • /�ra�UH ' •ZIP
STATE:
ZIP
MORTGAGELENDER: , • f IASL 1*1aAl A,,,47-161Y,4G ,DANK Or 1440F21PA
ADDRESS:
CITY: �ar /ri'�' _ STATE:. Aliapwm ZIP �V050
IMPORTANT NOTICE: When a permit is issued and it Is not picked up within 60 days
after notification it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of
capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit
and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that
separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,
TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences,.walls, signs, screen rooms,'utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND
INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU
PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN
LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance
with all applicable laws regulating construction and zoning.
r\I I
OWNER/C NTRACTOR SIGNATURE CONTRACT R SIGNATURE
STATE OF FLORIDA
COUNTY OF S7 LUe!&
The foregoing inment was acknowledged
before me this 2 day of AfA)L, 20-0/ , by �&(AU5
DAUI S , who is personally known to mgor who
7has roduced as identification:
ignature of Notary
ao&,op- A Awo(r
Type or Print Name of Notary
Notary Public Title
STATE OF FLORIDA
COUNTY OF S% Zbe,10
The foregoing in was acknowledged
before me this =� day of c 4 . 200/ , by
f//4W MV/f , who is personally known to me
or Mo has produced as identification.
,$igfiature of Notary
e4&&AQ. d GR"''fir
Type of Print Name of Notary
Notary Public Title
GCg758T Commission Number Commission Number
nt
,``tiPArp"�4 Ro �r A. del®t�E o``� d"%Roger A Ari®et
(seal) _ ° �� Comt�slon # CC 971597 (seal) Commisslon # CC 971597
seal g seal ,.
cy a� Expires Nov. 7,2004 a� ExPlm Nov. 7,2004
Bonded Thra Bonded Ttun
,�ii�`• Atlantic Bonding Co., Inc. �i9;',rj�� Atlantic Bonding Co., Inc.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED.
IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNEW- BUILDER, THE OWNER MUST PERSONALLY APPEAR
TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
BP #: d 1Q,6'0394
IN
SECTION:
J
TOWNSHIP:
35
RANGE:
•J'
MAP NO.:
v
ZONING:
/ ! /
LAND USE:
LOT CVG %:
TAZ NO.:
FLOOD ZONE:
FIRM MAP #:
1ST FLR ELV:
MAX HGT:
CST TYPE:
OCCP TYPE:
MAX. OCCP:
# OF FURS:
WATER:
S ER:
SPRINKLERS
STORMWATE
R
LOT OF REC (befr 1/90)
LOT OF REC (aftr 1/90)
LOT SPLIT
LOT SPLIT
REQ'D
APPRV'D
DECAL
LIBRARY
PARKS
PERMIT
NUMBER
IMPACT FEE
IMPACT FEE
FEE
REPORT
n (
PUBLIC BLDG.
/ ([ 1 0
HABITABALE
FYADON FEE
�r
CODE
U
�p` !/
IMPACT FEE
n..
lb D
AREA
I
(RADON)
.I,00
G
L
CREDIT
Y N
TOTAUROAD
ROAD
111 {M
QSS,ROAD
D
IMPACT ZONE
11VMMM'"'___/
IM ACT FEE"
J
IM♦iACT'FEE'
DUE
SCHOOL
CREDIT
','
�.
TOTAL
IMPACT FEE
-
SCHOOL "
IMPACT FEE
POLICE FEE
FIRE FEE
pD,
MISC FEES:
TOTAL
POLICE/FIRE/
' ... 1..
,,
MISC.,-FEES
Y
N
l
ADDITIONAL
SPECIFY:
`'� tag `
TOTAL ALL
PERMITS
FEES
REQ'D
IJ
L,� C_
REVIEWS'.
ZONING
ZONING
PLANS
VEGETATION..
SEA''"''.
MANGROVE
REVIEWED BY
EXAMINING
TURTLE ,i
DATE•
1i
COMPLETE
I
INITIALS
��
�iN�aiGAN GONE- /N0.
ST. I.UCI�COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY SCANNEU
BY
St. Lucie COuntV
%AVI f 6',a7NX GoRP• will be using the
(companylndividualname) Z3//-
following sub -contractors for the project located atGYiIY ROAD
(street address or property tax ID #)
It is understood that if there is any change of status regarding the participation of any of
the sub -contractors listed below, I will immediately advise the Building and Zoning
Department of St. Lucie County.
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida License
Number
al06039
Plumbing
SA/EED PI-IIA IAtl', INC.
9// OS6E611-A I>Q•
G�Go�j02(
9070
.�/S
Electrical
1�0ES �GyGGj�z/G
y�i �jiQGNE,e PL.
�QQ,�9122
04z267
7
HVAC/Machaniral
S�Aao�i�/,e CeAlp voNlN6
5207 ND(/,StR/AG 310 fr
GQGlo A *"
,828 3
.392
Roofing
i�/ZE- LNG/N�E�D �T�. �ooa
� AQo !f 1Qll/s e oewo-•
GG Go33g y'�
Gas
St. Lucie County/
Trade Name of Company/Contractor State of Florida License
I
II
r
�%/GAN GONG INO•
Sr. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVEwPMENTS Q
3UrLDING PERbW St.
ute
SUB -CONTRACTOR AG iT St l u�, (59,Y ' ,
SG Lode Cowny Camraaor Cert flmWon Nwnber.
Srme of Florida Cetfieffiion Nwnber 0 q*A W):
SNEED PLUMBING, INC.
the PLUMBING
Mawu7oaimu
for the project larared at
9070
CF C043026
has agreed to be
sub-eorttractor for R�G�P A' AWIZr &FNlr
—^ pwe. of rlr pdrm oerRActa�
!-• /30 _0000 -L9wll
Of
. B is understood that.
if there is any change of status regarding our participation with the above mentioned
project, I will immediately adviis the Community Development . Departmern (Growth
Management D'nnision) of St. Lucie County by personally cling a Change of Contractor
Form (SLC=V FOAM NO. )iD44q.
BUSINESS QUALIFIER dogm:•t:
GLENN M SNEED
bushum name:
address:
CKYA Air.
per:
paw 0 1 1 Sam aM
y4 ot/oi
das
o4l wewir Come-mrx Iwo
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMEN
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (if applicable):
or- S/ I -ye £
(companyfindividual name)
T SCq j4
ED
3t �4cie r%_
o y�6 i y
F P boo 91'z2
has agreed to be
the i AGZ/ora L sub -contractor. for 2 K• Drw r S.
(type of construction trade) (name of the prime contractor)
231! '1 0- 0000.&M/1
for the project located at 3-150 Ab C-k AW D It is understood that,
(street address or property tax ID #)
if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Community Development Department (Growth
Management Division) of St. Lucie County by personally filing a Change of Contractor
Form (SLCCDV FORM NO. 004-00).
•HNMf111NRNRRMNN11f1fINN111MIRIfMIMN11RMRf 111f»1»1«f»b«ff If«11f
BUSINESS QUALIFIER (original signatures required):
signature print name ate
business name:
address:
city,state,zip:
phone:
SLCCDV FORM NO.: 002-00
PERMIT # I I ISSUE DATE
�iyl�RiGAN GONG . /ND
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNTTY DEVELOPMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT S�gNNEp
3t Lucie C01117tv
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (if applicable):
K.HNf1111Nf1R.HHf11111k111Hfilt11Nf1f. ,
SEA. CAST AifL ayMoAlikc has agreed to be
(companyMdividual name)
the "VAC sub -contractor for Q 1�-r ' AV'S C*NST aAp'
(type of construction trade) (name of the prime contractor)
for the project located at 35o N t496& AMP It is understood that,
(street address or property tax ID #)
if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Community Development Department (Growth
Management Division) of St. Lucie County by personally filing a Change of Contractor
Form (SLCCDV FORM. NO. 004-00).
1fifHNIf11HH1N111N1N1tliHfif1111N11Nif11N1H11fINN1N1K111111H1NK1K '
USI ESS/QUALIFIER (original signatures required):
4 .Leh.► V. Lkntc,�t� 05 O/ O/
signatu print name
�6ate
business name: �� �n CoNDI RoAtfdC�
address: 3207 Wea5T/LM-r— 3/5r ST.
city,state,zip: Fat / FL 3N9�fla
phone:
W0W/' 3' )5T/ SLCCDV FORM NO.: 00:
PERMIT # ISSUE DATE
00
A fwcaN Go oturaE INP •
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERNUT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number.
State of Florida Certification Number (if applicable):
SC
q
St 4Uci8Co�0
— 4htY
cG GO-'355:_
/•C'GV/AAP Ir, AA1115 CORP- has agreed to be
(company/individual name)
the &67A6 AMG/NCB sub -contractor for lllmfi _L 11�cr
(type of construction trade) (name of the prime contractor)
23//— cry/i
for the project located at i55Q Al Ajg�-k- A4-6 It is understood that,
(street address or property tax ID 0)
if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County
by personally filing a Change of Contractor
Form (SLCCDV FORM NO. 004-00).
BUSINESS QUALIFIER (original signatures required):
%Ol/GGAI AAA Ild 05 Ol p/
signature Print name Date
business name: R6114,eD At' 44W Go VWX c"4AR-
address: P• O• /AA
city,state,zip: XA O MA
phone: 6/-116/-AS96
DFFICE?USEPNVY: SLCCDV FORM NO.: 002
PERMrr 9 ISSUE DATE
00
L 1WA14A/V 61WA572,5 /ND.
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
561-462-1553
FILLED LANDS AFFIDAVIT SCQyNFO
St tUCie COpn
ty
I, the undersigned, am the owner of the following described property, 350 i1/
��X !?aAn 2--►1- l30-
I (tax IDnegal descriptioNaddress)
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number a/ . I acknowledge that as
owner of the above described property, and in accordance with Section 7.04.01(D), St.
Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
lzongpr L. x 05/01101
Property Owner Property Owner Date
(Print) (Signature)
STATE OF FLORIDA, COUNTY OF JT 416146
SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF �ilY , 206" ,
BY Od�2T G • Uii%OH�E WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
AS IDENTIFICATION
(seal)
10 TURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
l ;,tVllU� Roger A. Priest
Co XPIMoNo . 79715ti7
NOTARY PUBLIC TITLE CC97/5B 7COMMISSION NUMBER �0 a� Explras Nov. 7,2004
�9
Hooded TLm
O�Fan�i�P , Ad4n0e Bonding 0o. B10.
SLCCDV FORM NO.: 011-00
LEGAL DESCRIPTION:
BEGINNING at a Concrete Monument at the Southeast earner of the
Northwest 114 of the Northeast 114 of Section 11, Township 35 South, Range
39 East,, St. Lucie County, Florida; thence run South 89 degrees 49'03" West,
along Ilse South line of the said Northwest 114 of the Northeast 114, a
distance of 1368.32 feet, to a Concrete Monument on the East right-of-way of
Rock Road and being 25 feel East of the West line of the said Northwest 114
of the Northeast 114; thence run North 00 degrees 07'28" West, along the said
East right-of-way, a distance of 31S.74 feet, to a Concrete Monument; thence
run North 89 degrees 36'20" East, a distance of 1369.00 feet, to a Concrete
Monument on the East line of the said Northwest 114 of Ilse Northeast 114;
thence run South 00 degrees 00'17" East, along the East line of the said
Northwest 114 of the Northeast 114, to the POINT OF BEGINNING, all lying
and being in Section 11, Township 35 South, Range 39 East, St. Lucie County,
Florida, containing 10.00 acres, more or less.
TOGETHER with a nonexclusive easement for drainage purposes across the
East 20 feet of the following described real property:
The Northwest 114 of th'e Northeast 114 of Section 11, Township 35 South,
Range 39 East, excepting therefrom all rights of way for drainage canals and
public roads, and less and excepting therefrom the following described
property:
BEGINNING at a Concrete Monument at the Southeast corner of the
Northwest 114 of the Northeast 114 of Section 11, Township 35 South, Range
39 East, St. Lucie County, Florida; thence run South 89 degrees 49'03" West,
along the South line of the said Northwest 114 of the Northeast 114, a
distance of 1368.32 feet, to a Concrete Monument on the East right-of-way of
Rock Road and being 25 feet East of the West line.of the said Northwest 114
of the Northeast 114; thence run North 00 degrees 07'28" West, along the said
East right-of-way, a distance of 315.74 feet, to a Concrete Monument; thence
run North 89 degrees 36'20" East, a distance of 1369.00 feet, to a Concrete
Monument on the East line of the said Northwest 114 of the Northeast 1/4;
thence run South 00 degrees 00'17" East, along the Past line of the said
Northwest 114 oflhe Northeast 114, to POINT OFBEGINNING, all lying and
being in Township 35 South, Range 39 East, St. Lucie County, Florida, and
containing 10.00 acres, more or less.
19HT-11—eU01 11J+09 WLLIMU bKUWH G IHLUWCLL J01 Coo O4.o
JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT - SAINT LUCIE CUUNI'Y
o°
hnr?' 1
File Number: 1912281 OR'OOOK 1391
PAGE 1770
cD
Rel.Nrded;05i3.1/01 09:21
PREPARED BY:
Richard K. Davis Construction
Corp. STATE OF FLORMA
P. 0. Box 186
ST. LUCIE 000 NTY
Ft. Pierce, FL 34954
THIS ISTOCERTIFY THAT THIS ISA
� ;. /•
1LE'I'URN T0:
TRUE AND CORRECT COPY OF THE
ORIGINAL.
o •
,w ,i;
'0'' i'�I'* '{ Sc.QA,
Calvin B. Brown, Fsy.
C� •{.�%�? �VV
x '-' •;15 �' �' F�
Collins, Brown, Caldwell,
JoAN E HOL IC
+,• ;, ">
Barkett & Gamvaglia, Charlcmed
' '`'r . r !f C�C�
P. O. Box 64.3686
R. (y
C
e't'e Ov
K
erx?
,
Vero Beach, FL 32964-3686
" — I
Date~� I�����>
' Permit No.
Slate Or �L0Q1
NOTICE OF COMMENCEMENT
Tax ID 2011-lAv"i9ex- I
County Of .S. 610
Till: UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chaptcr
713, Florida Statutes, the following Information is provided In this Notice' of Commencement,
Legal Description of property and street address, if available_sa Yifl}iGWIO
Iff-W
S1 T;%r
i
Surety _AMA Phone
Address Fax H
Amount of Bond E
Phone H
Fax ff_
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1) (a) 7., Florida Statutes:
Name -` Ph6e0
Address Fax H
In addition to himself, owner designates of (Phone H
Fax H ) to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes.
Expirallon date of notice oreommenccment is one year from the dale of recording unless a different date is specified.
OWNERS SIGNATURES
STATE OF FLOIUDA, COVNTYOF Sr L//(i/�
Acknowledged before me this [ day of A,f4y_, 20pL,by.R0�IE>=i L•>.�iil/_f, who is personally known In me or
who has produced as identification.
sea$O ! A. PlletR 41--
i,A&11 TUAE OF NOTARY
cdoodccs71de7 .4o6E.Q A• F?3/FJT
• �-c BooAed jy = TYPE OR PRINT NAME OF NOTARY
N4ulle MaAln1 6. Ina
NONPUBLIC TITLE
46ffZe=7 COMMISSION NUMBER
Post-IrFax Nato 7671
pa+er
, . 1 _. wo.>►
• ,—ter
To
Fromal
comeFt.
Cn.
nxane a
Fl+Mu N
rw a (� I 1 C OO
Fax a
ST LUCIE COUNTY
ROAD IMPACT FEE CALCULATION FORM
DATE
NAME OF
FEEPAYER
ADDRESS:
PERMIT #: "",/ 050394�
ROADIMPACT
SCq
St
Cobh
THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED
ON THE FEE SCHEDULE ADOPTED ON 5-09-00, EFFECTIVE 10-01-00.
IMPACT FEE CALCULATIONS
t�� LAND
# OF UNITS: v
USE TYPE:
# SQ FEET (PER 1000): /J0
(# SQ FT - BY 1000) X ( FEE PER UNIT) = ($)
/1oe6 x .�" = $ -6490
PUBLIC BUILDINGS:
/5 x 3�_$ egoCIO
FIRE / EMSV,�Q X /�S °� _$ adZS `O
St. Lucie County Property Record Card
Page 1 of 4
St. Lucie County Property Appraiser Geographic Information Services
Real Property Record for Parcel Number: 23l_11,2300010006 Record Number: 1 of 3
Location: 350 N ROCK RD CTY ### Section: 11 Township: 35S Range: 39E s
C
Show Location Mau
Owner, Legal Description, Deed & Total Assessment
Name: SNOWE,
Legal: 1135 39 BEG AT SE COR OF NW 1/4
ROBERT L
OF NE 1/4 RUN S 89 DEG 49 MIN 03
Address: 10115 Bay Tree
SEC W ALG S LI OF SD NW 1/4 OF
Ct
NE 1/41368.32 FT TO E R/W OF
Port St Lucie, FL 34986-
ROCK RD,TH N 00 DEG 07 MIN 28 SEC W ALG SD E R/W
3201
315.74 FT,TH
Book: 0775
Page: 2661
Sale Date: 1992-01-31 00:00:00
Sale Amt: 250000
Sale/FT: 52.63/SgFt.
Insp. Date:
By:
Date Valued:
Permits: C95-110628
Exempt.: 0
Land:
196000
Improve.:
180900
Class: 0
Total:376900
Taxable:376900
Neighborhood & Use
lilSubdivName: Neighborhood:490 Map-ID:23/11N IDOR Use: 4000
General Building Data
Type:ID
EE
Year Built:
1993 Eff:
993
Baths: 0
��❑❑❑
Bedrms: 0
Pool: N
Fp1c: N
Air: N
Living Area: 4750
SgFt.
Wall: Sheet Metal
Building Perimeter Sketch and Photograph
m
r,
aa,
a
�
Improvements
Improvements / Extra Features
No. Code/Cat Size
0 OHD - 452 1993
No. Code/Cat Size
BAS -BASE AREA 4750
0 ASPl- 8580 1993
http://www.pasle.org/webmap/scripts/Pre.pl?l 1472539,231112300010006 5/21/2001
0
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE
DATE:
PERMIT NUMBER: v
00
r
PROPERTY ADDRESS:
MOVEE
M
EN 2 2 2002
St, Lucle County Public Works
ST. LUCIE COUNTY BLDG. & ZONING
2300 VIRGINIA AVE
FORT PIERCE, FL 34952-5652
Ph. (561) 462-2165
AX (561) 462-1148
SCANNED
St.. L x, County
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the
premises is.ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,
AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE INCURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF
THIS AGREEMENT.
OWNER SIGNATURE
��HARo P4111f CttaN(r Cow
GENERAL CONTRACTOR-SIG5A7URE ,
is
ELECTRICAL CONTRACTOR
5614657665 R.K. DAVIS
February 27, 2002
-Mr. Dennis Grin INAA711A
'Code Compliance Manager
St. Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, Florida 34982
841 P01 FEB 27 102 10:48
Oa 00130u4 • P.O. BOX 100 • FT. PI@ROH, FLORIOA 340R4
. Zr; Am-,rican Coii'crete Industries
Building Permits # li850499 & 21050394
Dear Dennis:
i1. K. Davis Construction Corporation would like to request an extension on the 30-day
temporary power to the above referenced permits so that we can resolve some site
improvement issues and obtain final site inspections for a Certificate of Completion.
This request is for a fourteen -day extension only. We anticipate that the site issues are
going to be resolved by next Wednesday, March 6th and final site inspection will be
cquested thereafter.
Please do not hesitate to call on me with any questions or concerns you may have.
S,.ereiy>
f
Roger A. Priest
Project Manager
Cc. Robert L. Snowe
American Concrete Industries
A19S119
FEB 2 7 2002
st, Lucie County Public Works
-- VA=T:N,. ST. LVCIE$61-401-0330 • INDIAN RIVER 001-770-0180 -FAX 661-406-7600 • WWW.RKOAVIB.COM �h$
'� Al-�;�-4 0 /cJ`os%7
- b E &T DUNKELBERGER ENGINEERING & TESTING, INC.
, 1 M
Project Name: New Manufacturing Building
Report t�UCle
y 08-24-01
American Concrete Industries Facility
County
Client Name: American Concrete Industries
350 N. Rock Road
Project No.:
01-10-1053
Ft. Pierce, FL 34954
Date Tested:
07-24-01
Technician Initials:
SM
Attn: Mr. Bob Snowe
Progress Report No.:
2 Sheet 2 of 6)
Laborator
r Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
110.7
12.4
109.5
...
12.9
95
98.9
Pass
2
12
110.7
12.4
110.2
...
12.2
95
99.5
Pass
3
1 12
1 110.7
12.4
109.8
...
12.5
95
99.2
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location
1
10
0-12
Footing, line A between lines 2 and 3 RETEST of #1, 07-19-01
2
10
0-12
Footing, line A between lines 6 and 7 RETEST of #2, 07-19-01
3
10
0-12
Footing, line A between lines 10 and I I RETEST of #3, 07-19-01
Elevation Referenced to: ( ) NGVD ( ) MSL
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other: Footing Excavation
cc:
PUG � 8 2pp1
(X) Other Inches below bottom of footing
�O�
uo�e CoCraig E. Dunkelb
FL Registration 1
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: New Manufacturing Building Report Date: 08-24-01
American Concrete Industries Facility
Client Name: American Concrete Industries
350 N. Rock Road Project No.: 01-10-1053
Ft. Pierce, FL 34954 Date Tested: 08-1-01
Technician Initials: SM
Attn: Mr. Bob Snowe Progress Report No.: 2 Sheet 3 of 6
Laborator r Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
110.7
12.4
114.1
- - -
11.5
95
100+
Pass
2
12
110.7
12.4
113.2
---
12.1
95
100+
Pass
3
12
110.7
1 12.4
112.5
- - -
12.6
95
100+
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction. Based on: ( X ) AASHTO T-180 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
a
Elevation
Test Location
1
10
0-12
Footing, line D between lines I and 2
2
10
0-12
Footing, line Dbetween lines 5 and 6
3
10
0-12
Footing, line D between lines 9 and 10
Elevation Referenced to: ( ) NGVD ( ) MSL
Soil Type
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill - Water
6 UtilityBacktill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other: Footing Excavation
cc:
(X) Other Inches below bottom of footing
UCraig E. Dunkelberg
FL Registration No.
BUG 2 7 1/
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870 ��//
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: New Manufacturing Building Report Date: 08-24-01
American Concrete Industries Facility
Client Name: American Concrete Industries
350 N. Rock Road Project No.: 01-10-1053
Ft. Pierce, FL 34954 Date Tested: 08-09-01
Technician Initials: SM
Attn: Mr. Bob Snowe Progress Report No.: 2 Sheet 4 of 6
Laborator r Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
0/U
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
110.7
12.4
112.8
- - -
10.2
95
100+
Pass
2
12
110.7
12A
112.2
- - -
7.2
95
100+
Pass
3
12
110.7
12.4
112.3
- - -
8.2
95
100+
Pass
4
12
110.7
12.4
110.3
-.-
8.4
95
99.6
Pass
5
12
110.7
12.4
---
35+
---
1 95
1 95
Pass
6
12
110.7
12.4
---
35
---
95
95
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction Based on: ( X ) AASHTO T-I80 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 5-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location
1
1
0-12
Slab on grade, between lines A to B by I to 2
2
1
0-12
Slab on grade, between lines C to D by 4 to5
3
1
0-12
Slab on grade, between lines B to C by 8 to 9
4
1
0-12
Slab on grade, between lines C to D by 10 to 11
5
1
12-24
5' north and 10' east of southwest building comer RETEST of #1, 07-06-01
6
1
24-36
5' north and 10' east of southwest building comer RETEST of #2, 07-06-01
Elevation Referenced to: ( ) NGVD ( ) MSL
Soil
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
cc:
(X) Other Inches below top of final fill
FL Registration
A, Au �
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870
- D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: New Manufacturing Building Report Date: 08-24-01
American Concrete Industries Facility
Client Name: American Concrete Industries
350 N. Rock Road Project No.: 01-10-1053
Ft. Pierce, FL 34954 Date Tested: 08-15-01
Technician Initials: SM
Attn: Mr. Bob Snowe Progress Report No.: 2 Sheet 5 of 6
Laborator
i Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
110.7
12.4
111.5
---
10.8
95
100+
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction Based on: ( X ) AASHTO T-I80 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
I Soil
Type
Elevation
Test Location
1
1
0-12
Slab on grade, 10' north and 25' east of southwest corner of slab
Elevation Referenced to: ( ) NGVD ( ) MSL
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backtill - Sanitary
5
Utility Backtill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
cc:
(X) Other Inches below top of final fill
Craig E. Dunkelbe q, P.E.
FL Registration o. 9932
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax:
State of Florida Board of Professional Engineers Authorization No. 6870
�JUILD1A1& f'tPNIT A16. 2-105o39�JUL, 2 0 NOT
J•`. , D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DE
Project Name: New Manufacturing Building Report Date: 07-13-01
American Concrete -Industries Facili
Client Name: �merican-Concrete-Industries es JUL 2 3 2001
350 N. Rock Road Project No.: 01-10-1053
Ft. Pierce, FL 34954 Date Tested: 07-06-01
Attn: Mr. Bob Snowe St. Lucie County Pu hnician Initials: RM
ess Report No.: 1 A (Sheet 1 of 3)
Laborator Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
2
3
4
5
6
12
12
12
12
12
12
110.7
110.7
110.7
110.7 1
110.7
110.7
12.4
12.4
12.4
12.4
12.4
12.4
107.5
1 110.1
111.6
40+
- - -
---
40
40+
7.5
8.9
6.6
---
95
95
95
95
95
95
97.1
95+
99.4
100+
95
95
Pass
Pass
Pass
Pass
Pass
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-I80 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No:
Soil
Tvne
Elevation
Test Location
1
1
0-12
10' north and 10' west of southern -most southeast building corner
2
1
24-36
10' north and 10' west of southern -most southeast building comer
3
1
0-12
5north and 10' east of southwest building corner
4
11
0-12
At northwest building corner
5
1
12-24
At northwest buildingcomer
6
1
24-36
At northwest building comer
Elevation Referenced to: () NGVD () MSL
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfll - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
(X) Other Inches below top of fill
cc: Client ... (1)
R. K. Davis Construction Corp ... (1)
(Attu: Mr. Roger Priest)
523AINW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
i
D E &T DUNKELBERGER ENGINEERING & TESTING, INC. \
SOIL DENSITY TEST REPORT
Project Name: New Manufacturing Building Report Date: 07-13-01
American Concrete Industries Facility
Client Name: American Concrete Industries
350 N. Rock Road Project No.: 01-10-1053
Ft. Pierce, FL 34954 Date Tested: 07-06-01
Technician Initials: RM/KM
i'
r
Laborator
r Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
DensityResult
Test
7
12
110.7
12.4
105.5
- - -
9.1
95
95.3
Pass
8
12
110.7
12.4
---
35
---
95
95+
Pass
9
12
110.7
12.4
- - -
40
- - -
95
95+
Pass
10
12
110.7
12.4
112.6
---
7.4
95
1 100+
Pass
11
12
110.7
12.4
---
40
---
95
95+
Pass
12
12
110.7
12.4
- - -
40
- - -
95
95+
Pass
13
12
110.7
12.4
111.5
7.6
95
100+
Pass
14
12
110.7
12.4
---
35
---
95
95+
Pass
15
12
110.7
12.4
- - -
40
- - -
95
95+
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction Based on: ( X ) AASHTO T-180 (ASTM D 1557) (' ) AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 5-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location
7
1
0-12
100' east and 25' south of northwest building corner
8
1
12-24
1 00'east and 25' south of northwest building corner
9
1
24-36
1 00'east and 25' south of northwest building corner
10
1
0-12
10' west and 5' south of northeast building corner
I 1
1
12-24
10' west and 5' south of northeast building corner
12
1
24-36
10' west and 5' south of northeast building comer
13
1
0-12
20' west and 10' north of southeast building comer
14
1
I2-24
20' west and 10' north of southeast building comer
15
1
24-36
20' west and 10' north of southeast building comer
Elevation Referenced to: ( ) NGVD ( ) MSL
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
cc:
(X) Other Inches below top of fill
Craig E. Dunkel
FL Registration
i
I523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone:. (561) 343-9787 • Fax �! (�5611)
State of Florida Board of Professional Engineers Authorization No. 6870
DRY
UNIT
WEIGHT
POUNDS
PER
CUBIC
FOOT
8 10 12 14 16 18
WATER CONTENT --- PERCENT OF DRY WEIGHT
Sample Location: In -place pad fill
Sample Description:
Light brown medium to fine
SAND, trace silt mixed with
clayey sand
(-200: 6.5%)
1ESULTS
T-180
110.7
12.4
Sp -SC
3424
ly
inv[o• UAm - "ZiVaII l K&L g11Uiv'Y"jP
New Manufacturing Building
American Concrete Industries Facility
St. Lucie County, Florida
UUNKELBERGER ENGINEERING& TESTING, INC.
DET
Cwkchniwl•Mueriak TaanQaorpeeaon•Environmwtal
Tested By: KM Date: 07-05-01 Project: 01-10-1053
Checked By: CD Date: 07-13-01 Sheet: P.R. IA
(Sheet 3 of 3;
1053dt32
1
ST LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
2400 Rhode Island Avenue Telephone: 561-462-2312
�Ft Pierce, FL 34950 FAX: 561462-2323
(M<ew Improvement ( )Addition ( )Renovation/alterations
( )Shell Only
Construction ( )Tenant
Jurisdiction: SLC F.P:B.:
B-01-133
Occupancy: American Concrete Building Dept:
21050394
Address: 350 N. Rock Rd Number of stories:
1
Contractor RK-Davis Construction Phone#
561-461-8335
Contractor's Address: PO Box 186 City:
Ft. Pierce
Architect/Engineer: ML Engineering Phone #
561-569-1257
Building Owner. Review Date:
6/28/2001
Occupancy Type: Industrial Automatic sprinklers:
Gross sq ft: /6000 Net sq ft:
Occupant Load: Based On:
Construction Type: SBCCI Type:
IV unp
• NOTE
1. All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Permit fees are required to be paid in full prior to any inspections.
5. Failed inspections require payment of fee prior to rescheduling of further inspections.
6. A copy of the required revision/s have been transmitted to the Architect () Contractor (
).
7. Penetrations through rated assemblies shall be of proper UL design.
8. UL design criteria shall be submitted with the construction plans.
REVISIONS REQUIRED
KNOX BOX IS REQUIRED( ) KNOX KEY SWITCH REQUIRED ( )
1. Provide portable fire protection throughout.
Reviewed by:
Date:
6/28/2001
-'4
� 1
ST. LUCIE COUNTY
CHECKLIST SUMMARY
L*21050394*PLAN.BL
BUILDING DIVISION CHECKLIST
STATUS DATE OP ID DESCRIPTION / COMMENTS
NO 06/12/01 BLD32 3. Building Department Review Complete
COMMENT
6/12/01
l.fire dept review at completion of plan review.
2.electrical review at completion of plan review.
3.energy calc's reqd.
4.bathroom partition detail reqd. fire blocking reqd.
5.door sched. with sizes reqd. doors must comply w/ sbc
1012.1.2 and 1022.3
6.anchor bolt must be specified with embedment
specified.
7.Anthony Lue must provide shop drawing review and
approval of butler building dwgs as a/e of record.
8. plumbing dwgs reqd.
9. florida accessibility code details reqd. restroom
turning circle must also comply with 4.23. Accessible
route, parking etc.
10.Letterfrom owner reqd re:occupant content per shift.
ll.hvac dwgs and specifications reqd. if applicable.
0
0,
I
G , \J qq of
- RECOMMENDED PROCEDURES TO FOLLOW
TO USE THE STANDARD BUILDING CODE
1. Determine Occupancj' / Classification of the structure. Select occupancy classification which most accurately fits the use of
the building. (Chapter 3)
2. Determine actual physical properties of building.
(a) Determine building area each floor. (Area definition Chapter 2) 1
(b) Determine grade elevation for building. (Grade definition Chapter 2) t
(c) Determine building height in feet above grade. (Height definition Chapter 2) 2-
`� • S
(d) Determine building height in stories. (Story definition Chapter 2) 1
(e) Determine separation distance from exterior walls to assumed and common property lines. (Property line definition
Chapter 2) k-( ( 1
(f) Determine percent of exterior openings per floor.
3. Determine minimum Type of Construction necessary to accommodate proposed structure Chapter 6) s-L,t .
(a) Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table
500) S5 t t S pocp M
(b) Check allowable height and area increases permitted. (Chapter 5)
4. Check detailed Occupancy requirements. (Chapter 4)
5. Check detailed Construction requirements.
(a) Fire Protection of Structural Members (Chapter 6 and Table 600) /
(b) Fire Protection Requirements (Chapter 7 and Table 705.1.2)
(c) Means of Egress Requirements (Chapter 10)
(d) Special restrictions if in Fire District. (Appendix F. The provisions of Appendix F are applicable only where specifically
adopted by ordinance.)
6. Review design as related to standards. (Chapters 16-26)
7. Check other requirements as necessary.
(a) Construction projecting into public property (Chapter 32)
(b) Elevators and conveying systems (Chapter 30)
(c) Sprinklers, standpipes and alarm systems (Chapter 9)
(d) Use of combustible materials on the interior (Chapter 8)
(e) Roofs and roof structures (Chapter 15)
(f) Light, ventilation and sanitation (Chapter 12)
(g) Other
These steps are naturally varied in sequence by individual preferences; however, the first three are standard steps which should
be followed in proper order to assist in design or review of buildings.
SI V
4ty0
O
104'
STANDARD BUILDING CODE* 1997 vll
BOARD OF COUNTY
COMMISSIONERS
JL�E BOG
PUBLIC WORKS
• �" • DEPARTMENT
�ORI�P
TRANSMISSION COVER FORM
Fax # (561)462-1148
IDATE: �'-11Z117S IFAX#:�k-q(�5-7CnCS
COMPANY/DEPARTMENT:
' J
RE: 2.
0 5 3 g y A
MjgVL . co Y e F
NUMBER OF PAGES SENT (INCLUDING COVER): 7/
SENDER: (�
Y
PHONE: S% (G 7— — 21 LS
(K) For Your Information
( ) Original Will Follow in Mail
( ) Per Your Request
COMMENTS:
SPECIAL INSTRUCTIONS• ����� 3 ' o o
51;.-
(XJ Take Appropriate Action 10
( ) Please Call on This %
� tti
( ) Please respond aG �l
ASAP ( ) RUSH
-1N D. BRUHN, District No. 1 • DOUG COWARD, District No. 2 • PAULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON, District No. 4 • CLIFF BARNES, District No. 5
County Administrator - Douglas M. Anderson
2300 Virginia Avenue • Fr. Pierce, FL 34982
Public Works: (561) 462-1485 • FAX (561) 462-2362
DivJ n of Engineering: (561) 462-1707 Fax 462-2362 • Division of Rood G Bridge: (561) 462-2511 FAX 462-2363
Division of Solid Wasre: (561) 462-1768 FAX 462-6987 • TDD (561) 462-1428
TRANSMISSION VERIFICATION REPORT
4
TIME : 06/12/2001 10:03
DATE,TIME
06/12 10:02
FAX NO./NAME
815614657665
DURATION
00:00:34
PAGE(S)
02
RESULT
OK
MODE
STANDARD
ECM
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RM
CORPORATION
June 21, 2001
Mr. Geoffrey Vanore
Plans Examiner
St. Lucie County Building Dept.
2300 Virginia Avenue
Fort Pierce, Florida 34982
Re: American Concrete Industries
Bldg. Permit No. 21050394
Dear Mr. Vanore:
CO 0013084 • P.D. BOX 186 • FT. PIERCE, FLORIDA 34864
:vj'*Q
The following is in response to your plans review comments of June 12, 2001 for the above
referenced permit application:
Item #1: Fire department review at completion of plan review. No response necessary.
Item #2: Electrical review at completion of plan review. No response necessary.
Item #3: Energy calc's reqd. This warehouse building is not air conditioned or heated
It is insulated to reduce the noise of rain and heat gain. An energy cale. is not
required
Item #4: Bathroom partition detail reqd. fire blocking reqd. A blow up restroom floor
plan is now shown on page WA-2 along with a wall construction detail for this
space -
Item #5: Door sched. with sizes reqd. doors must comply w/ she 1012.1.2 and 1022.3. A
door schedule has been added to page WA-l.
Item #6: anchor bolt must be specified with embedment specified. An anchor bolt
schedule has been added to page WS-l.
Item #7: Anthony Lue must provide shop drawing review and approval of butler building
dwgs. As a/c of record. Approve Butler shop drawings are provided
Item #8: Plumbing dwgs reqd. A plumbing riser diagram has been included on page
WA-2.
Item #9: Florida accessibility code details reqd. restroom turning circle must also comply
with 4.23. Accessible rout, parking etc. Handicap restroom details have been
corrected and shown on page WA-2. The turning circle within the restroom
has been correctly shown. All dimensions of the restrooms are now shown. A
paved driveway will access this building from the main parking lot A concrete
301
MARTIN 68T. LUCIE 681-481-8338 • INDIAN RIVER 801-778-0188 • FAX 801-488-7685 • WWW.RKDAVIS.COM - KE>
sidewalk will connect the personnel door beside the handicap restrooms to the
paved driveway.
~ Item # 10: Letter from owner read. re: occupant content per shift. Letter from the owner is
attached
Item #11: HVAC dwgs and specifications regd. if applicable. This warehouse building is
not heated or air conditioned, thus RVAC drawings should not be required
Thank you for your comments. Please call should you have any further concerns we need to
address.
Sine ely,
g A. Priest
roject Manager
~ . �-W12/2001 10:02 5614621148 STLUCIECOUNT PAGE 02/02
ST. LUCIE COUNTY
CHECKLIST SUMMARY
L*21050394*PLAN.BL
BUILDING DIVISION CHECKLIST
ST}LTUS DATE OP ID DESCRIPTION / COMMENTS
NO 06/12/01 BLD32 3. Building Department Review Complete
COMMENT
6/12/01
l.fire dept review at completion of plan review.
2.electrical review at completion of plan review.
3.energy calc's reqd.
".bathroom partition detail reqd. fire blocking reqd.
iS.door ached. with sizes reqd. doors must comply w/ sbc
1012.1.2 and 1022.3
v6.anchor bolt must be specified with embedment
specified.
7.Anthony Lue must provide shop drawing review and
approval of butler building dwgs as a/e of record.
v� plumbing dwgs reqd.
�9. florida accessibility code details reqd. restroom
turning circle must also comply with 4.23. Accessible
m�ute, parking etc.
ilO.Letterfrom owner reqd re:occupant content per shaft.
11.hvac dwgs and specifications reqd. if applicable.
Ks
AMERICAN CONCRETE MU5TR1ESI INC.
350 NORTH ROCK ROAD
FORT PIERCE, FLORIDA 34945
(561) 464-1187 • FOX (561) 595-9050
Y
June 14, 2001
W Geoffrey Vanore
Plans Examiner
St Lucie County Building Department
2300 Virginia Avenue
Fort Pierce, Florida
RE: American Concrete
Dear Sir:
There will be six to eight employees working one shift in the new warehouse.
Sincerely.
IRobertL. Snowe
President
a
RLS/maj
e
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for I
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wal
the
ST. LUCIE COUI.. 7
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
CLertification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
Aiding permit involving the construction of new residence (single or multRamily), residential addition, any accessory structure requiring
ilding permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
columns or other similarcomponent is being effected) and certain other minor building permits. For further assistance, please contact
luilding Inspection Office at 462-1553 or 462-2172:
NAME
O I PERMITNUMBER
x- F(EP1.F . Ft- 3 4 9 4-7 --<V
>W ��-�pE Mu ti$EnV—
CERTIFICATION STATEMENT: vAczlO�'
vvy 04ysyE
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please checkthe approprite box)
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 _ OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED _ OPEN BUILDING
3. BUILDING HEIGHT:_ FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): ♦U A
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Jr PSF
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 45- PSF
8. IMPORTANCETUSE FACTOR (OBTAIN FROM BUILDING CODE): b o
9. LOADS: FLOOR AEO PSF ROOF/DEAD: b PSF ROOFA.IVE: 20//6//2-PSF
10. - -WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _ NO If NO, why? (attach
explaination) l/PFtB—ENCIIN'VaiM/Wn MS'01— DI.Vlq W I•T•)} E>p ar V FftprvlEs)
11. I IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES ✓ NO _ If NO, why? (attach explaination)
12. I ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES! NO _ If NO, why? (attach
explaination)
13. I MINIMUM SOIL BEARING PRESSURE: �✓ Gb PSF -� \
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. ;
NAME'. CERTIFICATION NO: DATE: 4152a
I M: I N E51 [SEAL HERE]
DESIG�i IRM L- �,,1G 4�w 1.l(� , •
. I I SLCCDV FORD NO. 02GM
I
COMMERCIAL & MULTI FAMILY CHECKLIST
+ A yY
Dale ( Reviewed By ��� Bldg No Permit No �-1 0 3 ' J
AAA•.ss _�¢�a �` • � -2oc�,t� F •?Zc rc-gL, Project Name G,,m en • C's�t.► C.. I 9
C 3ctor owner'>v-1 - 1av�
Occupancy V No of Occup i SQ
Const Type Spk-\&,, Prot
,
-�SL L
Sq Figs (see last page) C, L'2
HeighCz S" Stories l Units
Miscellaneous
1. DATE OF APP ALS
5. k.Energy
Code 9
P/Z LEng X
6.
Notice of Com enc
LRECD. Water X
7.
Soil Tests: A�B . C D
FIR ��� ellfield
8.
Truss Layout: Manu DesgnrEng
? BCHD �t SFWMD>
9.
Plans s/s by Lam 2 � L ��
Hotel, Restaurant
10.
Developer Agreement
Other
11.
Special Insp Form #1 #2
�
2. Application Com ei-
12.
Value )
3. Flood Dev Zone FF ft.
13.
Designer Cert Form
n
4. Survey Site Plan �Q
14.
Spec Book
4' �a. DACS food establishment Info
15.
IPS: Prod Appr Eng PR3.96
Check ifrequiiements of ALL appropriate sections are met.
ti0�
CHAPTER 3 OCCUPANCY TYPE Classification IF
Subclassification
CHAPTER 4 SPECIAL OCCUPANCY requirements met
$ C
Primary Occupancy Type (grandstand, automotive, etc). G� on
Comments
CHAPTERS HEIGHT AND AREA requirements met
(Attach separate sheet for square footage breakdown, total and value of building.) 9F+ S �54�
503.2 Height Modifications: Roof Top Mezzanlne i� Basement OUnlimiled Helgltt
503.3 Area Modification Used: Sec Increase Amnl 504 Bldg on Same Lot /�-
TABLE 500 Occupancy t ConstType Spk Prot_
Proposed: Sq Fig per Fir t O QD O Total Bldg .�"� 2 Height r Stories
Allowed: Sq Fig per Fir l a J Total Bldg = 00d Height S s Stories Z
Table 500 Notes Used
Comments
CHAPTER 6 CONSTRUCTION TYPES requirements met 1/
Proposed 609.2.4 Partition 610.1` Mxad Const Type %1�-
(. __ _f Height Limits & 610.3 Open Prk Strclr / V
V -L)E 600 REQUIRED FIRE RESISTANCE met 4111 Const Type � P/Unp _
Party/Fire Wall
Nonbrg Wall_
hr Typ Sec
hr Typ Section
Bms, Gders, etc hr Typ Section
Roof and Ceiling _
Exterior Bearing Wall
Exterior Nonbrg Wall
Design Ref Numbers.
Notes Used
�mehls
CHAPTER 7
hr Typ Section
hr Typ Section
hr Typ Section
Inl Brg Wall hr Typ Section
Columns hr. Typ Section
Floor/Ceiling hr' Typ Section
% Openings
% Openings
RESISTANT MATERIALS AND CONSTRUCTION requirements met
701.3 Column Fite Resistance
701.5 Excepllons Used
1
Y
703 Materials for Fire Resistance
r
TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS (List occupancy of each area)
Occupancy Separation hr Occupancy � Separation hr
Occupancy Separation hr Occupancy Separation hr
7 '.2 AccessoryOccupancy Section used for
P Y
7 . .3 Special Occupancy Separation used for
TABLE
704.1.4 HAZARD OCC P�SEPARATION�E ENTS ()
Occu _ H1 2 H3. H4 Excaption Sec s
704.2 Interior Wall, Partition Sec(s) for occup
704.3 Tenant Fire Separation 704.4 Townhouse 704.5 Fire Wall/Pi
705.1.1.3 Protection f Opening: Ext Wall �Exception Int Wall —
Comments \
705.1.3. Fire Window, Door, Shutter: Class Rated S
7^s 4112.2 Fire Dampers Comments
T 705.1.3.E WIRE GLASS LIMIT: Class RatingMa
i
Comments
TABLE 700 MINIMUM FIRE RESISTANCE
Component
Shaft Eric (stories
Refuse Stride
Fire Walls
Inl Tenant Partitions
Tenant Separation
Horizontal Exit
Exit Access Corridor
Smoke Barriers
OCCUPANCY SEPARTN
Notes used
705.2.1.4 Fire
705.2.3 Shaft Eric
C, tents
7 5.3.1 Fireblocking, , raftst
TABLE 705.3.1.4 PENETRA
705.2.2 Shaft En
.Exception # U,
elf Closing
x Area X Max
705.1.5 Stairway Enclo,
Component ;
Refuse,Lndry Chute Access
Incinerator Rooms
Refuse;Lndry Chute End
Hazardous Occup Clrl Area
High Rise Buildings
Covered Mall Buildings
Assembly Buildings
Bathrooms, Restrooms
Exterior Walls
Exception # Used
705.2.4 RefuselLndry Chute
Y
Conduit, Pipe, Tube Location N h
Dudis Location C h
Fclry Bit Vent, Chimney Location C N
Cables, Wires Location C N _ A
705.4 PENETRATION OF IR - RESISTAN A MBLIES
705.4.3 Walls, Shaft Enc Method 705.4.4 Floor, Roof, CellingMelhod
TABLE 705.4.4 PENETRATION PROTECTION OF FIRE RESISTANT -ASSEMBLY
Conduit, Pipe Tube Location
Ducts Location
Fctry Bit Vent, Chimney Location
Cables, Wires Location
706 Combustible In Fire Rated Assembly 707 in G
709 Calculated Fire Resistance req'mnts met for F rs
Columns Beams
C TER 8 INTERIOR FINISHES requirements met
C '-,B _Method
C /N
N
_ 707.2 in Plenums
Walls
Width
r
used
2
.y
�r,Cxn_ �� Access /\ Other
6 Floor FiOish'— 803.8 Inl Finish T--Comment
IAPTER 9 FIRE PROTECTION SYSTEMS requirements met V-Q J
13 Sprinklers Req'd per Sec(s) for Occupancy
04 Standpipe 905.1 Manual Fire Alarm 905.2 Auto Fire Detection
omments •
'CHAPTER 10 MEANS OF EGRESS requirements met
TABLE 1003.1 MINIMUM OCCUPANT LOAD (Write on floor plan the occupant load of each area)
Primary Use V-7 Area SgFt�OC' 00 er Occup Q 0 = IS O
1003.2 Measuremnt M of E - 3 <<2� ZF opacity M of E
1004.1 Exit Number, Arran�t.�a
TABLE 1004 TRAVEL.. CD END, EXIT, MEANS OF EGRESS
Occup MaxT@f'� 6°'� dEnd Egress Width Corridor Clear Opening Stair
UnsR yt��''. �1yd orrldor Level Stair or Aisle Exit Doors
a� by
3 �
•O� /
Noe �y d nde`c(o ents
TA LB E 1004.11sed
1004.2 Minimum # of Exits (check each area) 1004.3 Access'ble of E
1004.3.5 Areas of Refuge Comment
SPECIAL EXIT REQMNT 1005.1 Boiler, etc 1005.2 Dead -End 1005.3 Exit Acc Corridor �t
Coments
1005.4 Emer Egress Opng 1005.5 Smo4prr Enc
1005.6 Mezz Exits req'd _%� TABLE 1
STAIRWAY PROTECTION 100 .1 Eric osed Stair_
1006.2 Exl Exit Stair Co
STAIRWAY CONSTRUCTIO�Nf Typical Section
1007.1 General
1007.5 Handrail
1007.8 Special Stair Type
1009 Horizontal Exits
1011 Fire Escape
Garage Door Sizes —y
1013 Ramp
1015 Guardrail
EXIT REQUIREMENT BY
1019 Assembly
1020 Business
1005.6.3 Egress
1005.7 Burglar ar
Exception #
1007.3 Treads, Risers iL 1007.4 Landing
1007.6 Width 1007.7 Headroom
Y
1008 Access to reef
1012 Door
At Discharge / \
oor Schedule cy�2
Anchoring
1014 Balcony, etc \ W r-�0 7>
Guardrail Detail
1016 Exit Sign
(for primary and secondary occupancies)
Seating Layout_ x
1021 Education+
1022 Factory -Industrial 1023 Hazardous
1024 Institutional 1025 Merchantil
1026 Residential 1027 Storage_
CHAPTER 11 ACCESSIBILITY (see Florid Accessiblity Code)
CHAPTER 12 INTERIOR ENVIRO NT reuuirements met
1203 Light, Ventilation 1204 Sanitation 1205 Rodent Proof
CHAPTER 13 ENERGY CONSERVATION (See Florida Model Energy
CHAPTER 14 EXTERIOR WALL COVERING requirements met
e
1403.2 Masonry Vane
1403.5 Glass Veneer
1403.8 Stucco
1404 Trim, Balcony, etc
403.4 Metal Veneer
1405 F/D Access In Ext Wall
Comments_
CHAPTER 15 ROOF AND ROOF STRUCTURES requirements met
1503 Penthouse Type 1504 Tanks
1505 Cooling Tower 1506 Other
1507 Parapet Wall 1508 Gutter/Leader
1509 Roof Covering Requirements met
Type of Roof Code Section Class
Slope Underlayment Fastening
Flashing Menu Specs
CHAPTER 16 STRUCTURAL LOADS r Irements met
1603 Dead Load 1604 Live Load
TABLE 1604.1 LIVE LOADS Occupancy X Live Loads Occupancy_ Live Load_
TABLE 1604.3 MIN CONCENTRATED LOAD
TBL 1604.6 ROOF LIVE LOAD Slope
1604.7 Impact Loads
1606 Wind Load requirements t
<60 ft high = 1606.2
1606.3 Roof Systems V \\ ''
1606.4_Imnaci Prnteclinn KAPOhnd 'X
Load for = psf
_ Trl Mary Area sf = 2— psf L.L
1604.8 Walkway Support
Coastal Const Zone •
it high = ASCE 7_ Xi TABLE 1606 Use Factor
F— C i
TABLE 1606.2A VELOCITY PRESSURE Height? c� n pee
CHAPTER 17 STRUCTURAL TESTS AND INSPECTIONS requirements met
--------_..._ — --I a Rt+l k I A \=> JT�L Vk--PCV". 1 5'5
e� e ,.a � v�
gclJ S f CHAPTER 18 FOUNDATIONS AND f�TAI ING WALLS requlreme0ks met tr �. � r � n_
1804.4 Ftg Design -Type \ /Size Bars ✓ Lap
TABLE 1804.6 Fdtn Wall Thickness Maxl um depth of FIII
1804.6.3 Crawl Space 04.2.7 Soil Tests _ CartIOcatlon/DensiIy
1805 PILE Type and Code Secll s
1605.1 Investigation Z T 1806.8 Spacing
1805.10 Caps C 1805.14 Location
Minimum Sizes A Reinforcement
Concrete Coverage 1814 Water/Dampproof
Comments
CHAPTER 19 CONCRETE rl'
F
Specifications__F
Reinforcement U
CHAPTER 20 LIGHT M
CHAPTER 21 MASONf
2105 Shear Walls
2108.2 Parapet_
2110 Anchorage
2113 Chimney
Mortar/Grout
1908.6 Coverage Slab
requirements met
tj met _ ?` 2101.2 Specs
2108 Wall Thickness Waterstop
_Column Detail Beam Detail
2111 Masonry Const 2112 Glass Block
2114 Fireplace/BBO
CHAPTER 22 STEEL requirements met
•
•
IAPTER 23 WOOD requirements met
)1.7 Moisture, Grade
)4.3 Crawl Space
Wis: Exterior Interior
D5 Fireblocking
2304.1.5 Soil Treatment
2304.5 Walls
2304.2.3 Clearance
Rated Wall Design No 8, Detail
2305.2 Draftstopping
Connectors Specified at: Bottom Top Roof Headers Beams Misc
,BLE 2306.1 (Addendum) FASTENING SCHEDULE
07 Floor Framing 2308 Vertical Framing
orders (Tables 2308 2309 Roof, Ceiling Framing
09.6 Attic Access
uss Manu Layout
)mments
Engineering
2309.7 Attic Vent
Diaphragms
1APTER 24 GLASS AND GLAZING requirements met
ichoring Specified
105.2 Hazardous Location
105.3.1 Vertical Table_
07 Sloped
Shop Drwgs
Type Thickness Construction Detail
Section
2405.3.2 Sloped Table _
2405.5 Railings
HAPTER 25 GYPSUM BOARD,'PLASTER requirements met
Lathe Underlaymenl
HAPTER 26 PLASTIC requirements met
HAPTER 28 ELECTRICAL SYSTEMS requirements met _
HAPTER 28 MECHANICAL SYSTEMS requirements met
304 Chimney: Type Detail
:uj-.
B08 Barbecue
MBING SYSTEMS requirements met
Doors
2810 Fresh Air Intakes
HAPTER 30 ELEVATORS AND CONVEYING SYSTEMS requirements met
003.1 Elevators Enclosure 3003.1.7 Construction
003.4 Stretcher Reqmnts
003.6 Vents
:omments
3003.5 Standby Power
3003.7 Machine Room Access
:HAPTER 31 SPECIAL CONSTRUCTION requirements met
104 Covered/Enclosed Walkways 3106 Exterior Wall Canopies
,401 Flood Plain Elevations 3108 Signs
:NAPTER 32 CONSTRUCTION IN PUBLIC RIGHT OF WAY requirements met _- X\Jx
1204 Marquees, Canopies, Awnings
1206 Projections
3205 Roof Drainage
3207 Under Public P
:HAPTER 33 SITE WORK, DEMOLITION, CONSTRUCTION F�nspectlId�44�G�~
CHAPTER 34 EXISTING BUILDINGS requirements met :$ ra: re Ely
3403 Assessibllity 3404 Grandstand, BleaclWj S.
O
Comments
*IDA ACCi ESSIBILITY CODE FOR BUILDING CONS equirements met
4.1 Accessible Elements, Spaces 4.2 Space Allowance, R ach Range _
L�,23
,ecesslbte Route /
4.4 ding Objects
round, Floor Surface
4.6 Parking
:urb Ramps
4. amps
Rairs
4.9.4 Handrails
�levalors
4.11 Platform Lifts
J
�oors
Hardware 4.14 Entratt�e
Fountain
4.16 Water Closet
4.17 Toilet Stall
Urinal
4.19 Lavatory, Mirror
4. 0 Bath
Shower
c �e
4.22 Tm�Yet Room
3 Bathroom
Sinks
4.25 Storage
4.26 Handrail, Grab Bar
4.28, 4.29, 4.30, 4.31, 4.34, 5.5 - 5.8 field checked.
O b� b
Seating
4.33 Assembly Area
4.35 Qrgs r rf�t
o!
testaurants, Assembly
6.0 Medical Care _
7.0 Bye. a„^
.Ibrary
9.0 Transient Lodging _Jo
TA o�
, nls
.r nb o
IONAL ELECTRIC CODE
22
1996 requirements met 41
-gi O v
, v— r�
Meter Location
Panel Location
R13DIagram
Ice Size Total
Per Unit Recepticles n' 2 GFI
mnecls
Exit Lights Calculatlor y ty
d Layout
Smoke Detector
a ant ter Location
menls
VDARD PLUMBING CODE requirements me
.E 407 Facilities Required:
ppanc 1— 4 `1 Male
Persons Female
Diagram
Specs _
'Load Cafes
it
;e Hood, Duct System
Water Closet
Slab Layout
rga.. MIR
lulrements met
SEER
Mechanical Closet
Duct Specs
Duct Insulation
Penetrations
RATE PERMITS REQUIRED FOR:
DRAWINGS REQUIRED FOR:
Lavatories
Miscellaneous
Htr Locallori Type
KW
Attic Access
_ Grill Size
Misc
6
'w
Y T i
i C'E�tANEOUS
f
Mi
_f
•
I