360 1st St. (vault) CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
�!
ATLANTIC BEACH, FLORIDA 32233 -5445
TELEPHONE: (904) 247 -5800
iiJ
j FAX: (904) 247 -5805
SUNCOM: 852 -5800
http: / /ci.atlantic- beach.fl.us
Date: C).28. D
n �-�--
(Ino and-n - ) Kehoc
Dear Property Owner:
The costs to connect your building to the City sewer and/or water system are as follows:
'/4" F �/
Sewer Tap — Labor and materials to tap into sewer main $
Water Tap — Labor and materials to tap into water main $ 525.00 560.00
V Water Meter — Cost of Meter $
Cross Connection inspection — Inspection by Public Works
to ensure backflow prevention $ 35.00 35.00
Sewer Impact Fees — Funds future expansion of the
sewer plant $
Water Impact Fee — Funds future expansion of the
water plants $
Capital Improvement — Funds for improvements,
Expansion or replacement to water system $ 325.00 550.00
TOTAL COSTS $ 885.00 1145.00
If you have any questions concerning these charges, please call the building department
at 247 -5826.
Sincerely,
Don C. Ford
Building Official
You must supply your own backflow preventer.
CITY OF ATLANTIC BEACH
r PUBLIC WORKS DEPARTMENT
1200 Sandpiper Lane
Atlantic Beach, Florida 32233
(904) 247-5834
(904) 247 -5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address: d s d l� 37- r � i r
Applicant:
Project: (• Y� V�9 /-� n w !=4> y? �/1
application is approved as noted by the Public Works Department.
�our
�R f�
Final application approval must come from the Building Department.
❑ Your permit application has been reviewed by the Public Works Department
and the following items need attention:
Maximum driveway width at right -of -way line is 20 feet.
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions, please call (904) 247 -5834.
Reviewed er, P.E., Public Works Director
Date d
Signature
Contractor Notified Date Ma )
r CITY OF ATLANTIC BEACH
CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS
904 -247 -5800
800 Seminole Road N(,V C , Fax 904 - 247 -5845
Atlantic Beach, Florida 32233 -5445
Date �� 0 ve Mbty 0 S PERMIT #
ISSUED BY THE CITY
Job Address v� 5 4 �� G 1 �r eel ��
q� c e ll S / - ZZ
Permitee: �' C�looze P4 n -+1 r LL Telephone # �/ `f - 7 S
Permittee Address: 3 9 ' 7 �io i un �o rrt t � o (t LL c5f., i to J�X, FL 30 7
L
Requesting Permission to Construct: e Z Ae kjeua r�� h >�D 0/1 0 601 41
Jn sfa f /P_ /Y Laver
Location: (Reference to Cross - Street) 19h 5 � S bc�G�veev� Sit �= ry 1�r . &21 S
1. Applicant declares that prior to filing this application he has ascertained / the location of all existing utilities,
both aerial and underground and the accurate locations are shown on the sketches.
A Letter of Notification was mailed to the following Utilities /Municipalities:
Jacksonville Electric Authority Yes ( ) No ( ) Date:
Bell South Telephone Company Yes ( ) No ( ) Date:
Ferrell Gas Yes( ) No ( ) Date:
Comcast Yes( ) No ( ) Date:
2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation,
alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public
Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized
hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as
required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is
authorized.
3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be
performed under the eupervision of Oy (Contractor's Pr&ect
Superintendent) located p i ghq - 7 (eycuvi Pt - C � � Ste � � h x, r L Telephone #-. 6'&L _ 3
4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designe
5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications
and the manner satisfactory to the city.
6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a
part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city
Right of Way are to be included with this application.
7. This permittee shall commence actual construction in good faith with - days. If the beginning date is
more than 60 days from date of permit approval, then permittee must review the permit with the Director of
Public Works to make sure no changes have occurred in the area that would affect the permitted construction.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the
City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all
times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and
against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted
exercises by the holder of the aforesaid rights and privileges.
9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again
immediately upon completion.
OWNER \ \`������1.LE Dq� X
G .
.O i
Signe Date1 / d �` p �M�s 3 N F�A.?
Before me this day of N�.' e.,� r, in the CGwnty rlf �Op 9 ;
State Of Florida, as personally appeared Tzar rti� J.•hns� 1 — Q c u> ;
Notary Public at Large, State of Florida, County of Duval. _ •. .0
My commission expires:
Personally Known: o . r 457716
Produced Identification:
n lic Unde . • G�
�"N/l l I!111111 1 1
11/13/2005 12:08 FAX 9048862983 1govz /VVZ
MAP SHOWING BOUNDARY SURVEY OF
PARCEL I
A PANT OF LOT 17 BLOCK 2, ACCORDING TO THE PLAT OF ATLANTIC BEACH, A SUBDIVISION, AS RECORDED IN RAT BOOK S,
PAOE 69. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY 099CIUM AS
FOLLOWS:
890IN AT'THL NORTHEAST CORNER OF LOT 17 OF SAID ATLANTIC BEACH, POINT ALSO LYING ON 'M SOUTHERLY LINK OF 1ST
STREET (A 40 FOOT RIGHT OF WAY AS NOW ESTABLISM N THENL'E SOUTH 90°10'00 WEST, ALONG SAID SOUTHERLY LTNE, A
DISTANCE OF 37.56 PEST; THENCE SOUTH 0062 WEST, DEPARTINO SAID ROUTHERLY LINE, A DISTANCE OF 130,04 FEET TO THE
SOI PTHERLV LINE OF SAID LOT 17; THENCE NORTH S9'STlO' EAST, ALONO THE SOUTHERLY LINE TNpRPOF, A DISTANCE OF 37.60
FEET TO 71411 SOUTHEAST CORNER THEREOF; THENCE NORTH 00'00'53" NEST, ALONG THE EASTERLY LINE THEREOF, A DISTANCE
OP 130100 PUT TO THE POINT OP BEIC+INNINC.
CONTAINING 0.11 ACRES MORE OR LESS.
PAPC'Bl2
A PART OF LOT 17 AND THE EAST 14 Of LOT 19 BLOCK T, ACCORDING TO THE PLAT OF ATLANTIC BEACH, A SUBDIVISION,A9
RECORDED IN PLAT BOOK S. PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA AND BBINO MORE
PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCE AT THENORTHEAST CORNER OF SAID L.(YT 17 OF SAID ATLANTIC WCH SUBDIVISION POINT ALSO LYING ON THE
SOUTHERLY LONE OF 1ST STREET (A 40 FOOT RIGHT OF WAY AS NOW FSTABLISHED); THENCE SOUTH 90'00'00 WEST, ALONG SAID
90UTHRRLY LINE A DLSTANcR OF 37.56 FEET TO ME POINT OF WOINN1NG; THENCE CONTINUE SOUTH 90 WEST. ALONG
SAID SOUTHERLY LIMP, A ISTANCE OF 37,16 FEET TO THE NORTHWEST CORNER OF THE SAID EAST I/2 OF LOT W. THENCE
SOUTH OM'12' WEST, ALONG THE WESTERLY LIRE TSRRLOE, A DISTANCE OF 130-05 IM TO THE SOUTHWEST CORNER
TMBREOP; THENCE SOUTH S!'3770' EAST, ALLOW THE SOUTHERLY LIVE OF LOT 19 AND THE SOUTHERLY LING OF LOT 17. A
DISTANCE OF 37.60 FEET. THENCE NORTH WO?$Y EAST, DEPARTING SAID SOUTHERLY LINE Of LOT 17, A DISTANCE Of 130.04
FEET TO THE POINT OF BEGINNING.
CONTAINNO 0.11 ACRES MORE OR LESS. 1 S T S T R L E T r�F�1
f40 pt o ra 1NPr Or rh W
M[4 1 `
te v + -v T : OB ran.wcE , no FACE,
Now mi— Of
fr. -- c)
McR11ARR e011A d L T `,J
D
m 1
1 trNrt 6.0O. •nra srolw �7 "�--�
! <
�o L 7m
s 1
� 99 "
I R5, Mr Ae I �Ib • '
n,
\! , I - t ,� F LOT 19 I 2
r
v- _ a
� DETAIL
E�
I o
anueo Ta B :• •'
AN mft*At -ftw • nA mftimm BAP— MmK 1 � v c.
..P.' i..Nr, �' • �pn1..• gPO.1 i � �. ( fir. o „ w
vl
�„� s GYM nw P a N BP57'S0' ( N 49'57'50' t s IT
- u.twiw�.Nrwuan- 37.40' I 37.40• �mw'g
F " 0 Aftm LOT 20 ( LOT 19 „
L9 /aoacAvs-w LOT 1 9
.0 my PUr y
I A sm o /ESE
l ) AROF
y ra "No Alonw w uK
1 m RAF
Owl .(4R/rP
" -a— • mn O A r 30 T9 0 30 60
i _ /YAYY Z/ P�Ir'
1 A0A row a weriwe lGKC IN FLET
'
Not: Raw � opPNKOQT
t - 30'
MOTC7i
i.) THIS IS A SURFACE SURVEv ONLY, uWERCROUND iwPmDK11 wi& SUCH As FOOTERS OR Ulwrtirs. 11' ANY
RC mm LOGTEO.
1. 1 105 SLNr4El WAS PREPARED WTHLYIT TW RENETFT (W A TITLE WTRAU.
1 BEARINO OF 9WW'00'W WAS A99L*KD " THE SOUTH 1 404 Of FAY UN! OF 137 STRCI.
a, TMs PROPERTY LIES H FLOW ZONE T AS SHOWN ON FEW FLOOD :rISURANCE RATE AMP PANNEL "a
'20M-00010, MTED: APRIL B lain 17. ISM. .n■u•• Q
R.u' � 1�At.I�IMWN.LE. RAl11M US06
4URVFMS RIOIIE (!0/) 7SIi S SM FAx (s0!) 78i•147A AR IOI +NS
�e LORQA REGWIAED LAND SUWLIOR NO. 4422
W.O. NO. 9 SuRVEr PATE: 11 08 2005 DRAFTED Sr: d.C.P. NOT W400 NITHOyT T14 SRONATURC AND THC
/ / 0RI0 4AIL RAILED SC&). OP A LFCEN940
SUAvEVOR AND MASIPTR
I
CHtCKED J.L.M. CAD TILE: 03639.0wc FR 628 PC 46
11/13/2005 12:08 FAX 9048862983 WjVVI/vvz
CUSTOM HOMES
3697 Crown Point Court Suite 2 Jacksonville, FL 32257
Office 904-886 -4373 Fax 904 - 886 -2983
Facsimile
Ante: November 14, 2005
To: Kari
Company: City of Atlantic Beach
Fax No.: 904.247.5845
Pages to Follow: 1 page
Notes: The fbilawing is a final survey for 354 dt 360 1" Street.
Thank you,
Amanda Johnson
Account Manager
-' - i"jri
City of Atlantic Beach
Z " Building Department
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 110.2 of the
Florida Building Code certifying that at the time of issuance this structure
was in compliance with the various ordinances of the City regulating
building construction or use. For the following:
Date: January 09, 200""
Owner: B2 Goose Atlantic, LLC
Address: 360 1 sT Street, Atlantic Beach, Florida 32233
Construction Type: Wood Frame
Use Classification: Two Family Residence
Permit Number: 05 -29565
L
DON C. FORD, C.B.O
Building Official
Post in a conspicuous space.
CITY OF ATLANTIC BEACH
isl
800 SEMINOLE ROAD
j ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247 -5826
>It I 19
Application Number . . . . . 05- 00029565 Date 3/15/05
Property Address . . . . . . 360 1ST ST
Tenant nbr, name . . . . . . REPLACE DUPLEX W /TOWNH.
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 250000
Owner Contractor
------------------ - - - - -- ------------------------
B2 GOOSE /ATLANTIC, LLC KEHOE CONTRACTORS INC.
JOHN R. GIESE 12627 SAN JOSE BLVD SUITE 305
3560 CARDINAL PT. DR JACKSONVILLE FL 32223
JACKSONVILLE FL 32257 (904) 880 -6696
(904) 220 -2580
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . . 574 RADON /3227SURCHARGE
Permit Fee 910.00 Plan Check Fee 455.00
Issue Date . . . . Valuation . . . . 250000
----------------------------------------------------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE .14
ST CONSTRUCTION SURCHARGE 14.52
AB CONSTRUCTION SURCHARGE 1.61
STATE RADON SURCHARGE 2.72
WATER IMPACT FEE 360.00
WATER CROSS CONNECTION 35.00
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total 910.00 910.00 .00 .00
Plan Check Total 455.00 455.00 .00 .00
Other Fee Total 4 413.99 .00 .00
Grand Total 1778.99 1778.99 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
6ES.
A x
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
: =r (New / Residential & Commercial)
Date: 1 Z f lob
Job Address: 3�y 1 •
Owner's Name: P) 6005a f AT a NT s.C, LLL
Address: 35�U C' AQ.Q:s+J RL PT Do. 3Qx, 1 7 l_ 3�Za5 Phone: (how) 22� -z5 �l�
Legal Description: Block Number: Lot Number. 1'J Z5 ' of P° Zoning District:
Contractor: State License Number:
Address: _ 36f LbLan Phone: 73 4. - `x323
City: 7•cL�5o %AIL State — Zip: - 3 Da35 PBG - all 3
Describe proposed use and work to be done: - fl,� - [ oN rctu CT OF � TL'WNRW'i=s
Present use of land or building(s): Q LPt-" -
Valuation of proposed construction: 0w cwO "
Is approval of Homeowner's Association or other private entity required? N U If yes, please submit with this
application.
Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees?
d NO. Applicant certifies that no change in site grade or fill material will be used on this project.
❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit. �cu b T�
eNO. Applicant certifies that no trees will be removed for this project. P�o� �nS L� � c `''('� `D
/ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS QUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate
Incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed conduction. if you are unsure of this information, please
contact the Planning and Zoning Department at 904 -247 -5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post- construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if
owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic
Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826
800 Seminole Road - Atlantic Beach, Florida 32233 -5445
Page 2 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 - http : / /Www.ci.stiantic- beach.fl.us
Revised 1104
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage.
Identify any existing structures and uses.
3. If required by the Department of Public Works, a pre- construction topographical survey.
4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies.
5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Provide drainage plans.
7. Provide erosion and sediment control plan.
8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities.
I hereby certify that all information provided with this application is correct. i
Signature of Owner: _ Date: 1 2 I 1 0
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and correct an the plans and supporting d have been or shall be provided as required.
Signature of Contractor. ci, Date:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: �,r 0 a
Mailing Address: (o 1 C co 1--') IN '?d • 'A I �. � ; 4
Phone: § — y37 3 Fax: 57 9 - a `j 83 — E-Mail: 1 p,1 < � on� -wmac n c rG ► n :
AS TO OWNER: �/� •
Sworn to and subscribed before me this day of
State of Florida, County of Duval
AMANDA M. BRANNON Notary 's Signa
MY COMMISSION # DD 054339
• a EXPIRES: September 4, 2005
or !` Bonded Thru Notary Public Underwriters Personally known
TI Produced identification
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of t��t� �, 20L!5�
State of Florida, County of Duval -
's Si 1
Notary Signature:
t
Mr carMISSM A DO 125M Personally known
EXPIRES: Juno 13 toots [ Produced identification
+ aooa«on�m FL Ww s.Moe a Bm*U wr, Type of identification produced
800 Seminole Road - Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 - http : / /www.ei.atiantic- beack.fLus
Revised 1 /04
Page 3
. CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(New / Residential & Commercial)
C t
Date: 1 Z I loi off
0
Job Address: 35�t i� S,T.
Owner's Name P) 6 005C_-_ /AT Nz u LLL
Address: 35(4) (_ A0.0=1J P( I- PT . Do- Sa 1 L '�2 a 5 � Phone: (sow) 220 - 2'i V O
Legal Description: Block Number: Lot Number. J r } 1 t or 1'► Zoning District:
Contractor: State License Number: Cd (� b x
Address: 3657 (rayan Qv'. <2 (c -;I Phone: S -`1373
City: State: _E� Zip: Fax: ES4 - a IS 3
Describe proposed use and work to be done: -,) - ia oN --m%A CT O � 1 0WNKW-,F.;
Present use of land or building(s): O Pt_ -
Valuation of proposed construction: 1 two 000°=
Is approval of Homeowner's Association or other private entity required? No v if yes, please submit with this
application.
Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees?
R�NO. Applicant certifies that no change in site grade or fill material will be used on this project.
❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
e&NO. Applicant certifies that no trees will be removed for this project.
�ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS RtQUIRED..Tree
Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate
Incomplete applications may result in delay in issuance of permit.
STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post- construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if
owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic
Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826
800 Seminole Road - Atlantic Beach, Florida 32233 -5445
Page 2 Phone: (904) 247 -5800 - Fax: (904) 247 -5845 - http : / /www.ci.atiantic- beach.fi.us
Revised 1104
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage.
Identify any existing structures and uses.
3. If required by the Department of Public Works, a pre - construction topographical survey.
4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies.
5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Provide drainage plans.
7. Provide erosion and sediment control plan.
8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities.
I hereby certify that all information provided with this application is correct.
Signature of Owner: Date: 1 J OIOy
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and correct an t the plans and supporting d have been or shall be provided as required.
Signature of Contractor:
Date:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: �.r
Mailing Address: CC °�� �� ^� L4. _S`^'4 -L
Phone: M — t (37 Fax: T,9 (1 93 E -Mail: �n r � '<' on1 wines n «G t • r�
AS TO OWNER: kk— _ �/ Z /
Sworn to and subscribed before me this day of J 1 �� U-1 , 20 L*.
State of Florida, County of Duval
AMANDA M.BRANNON Notary 's Signa : j oj�
MY COMMISSION # DD 054339
-ta EXPIRES: September 4, 2005
Bonded Thru Notary Public Underwriters Personally known
El Produced identification
Type of identification produced
AS TO CONTRACTOR: i
Sworn to and subscribed before me this (� �1 day of UTA" 1 20
r
State of Florida, County of Duval
Notary's Signature: 'Z -
LINDA J. RITCH
Mr COMMISSION r DO 1125M Personally known
EXPIRES: June 113, 2006 Produced identification
aoo.3worAar FL N"fY Service a mow. � Type of identification produced
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 Fax: (904) 247 -5845 • http : / /www.ei.atiantic- beach.fl.us
Revised 1/04
Page 3
s
CITY OF ATLANTIC BEACH
PERMIT CALCULATION SHEET
Date: a - 2 ~ 0 -) --
Address
Heated Square Footage 2- - 7 3 � ' i 6 _ @$ per sq ft = $
Garage / Shed hr 7 / _ @$ per sq ft = $
Carport / Porch @ $ pe U -
j
Deck @$ Cr, pe q = $
Patio @ $ per sq ft = $
TOTAL VALUATION: $
'S p 0 $
Tot�ation
lst $
Remaining Value $ . per thousand
or portion thereof
CONSTRUCTION TYPE: TOTAL BUILDING FEE $
ZONING: 12 S - Z + %z Filing Fee $
FLOOD ZONE: ( ) Fireplaces @ $35.00 $ - 6 -
IMPERVIOUS S ACE:
BUILDING PERMIT FEE $
WATER IMPACT FEE $ 3
SEWER IMPACT FEE $ T 0 -
WATER METER/TAP $
CAPITAL IMPROVEMENT $
SEWER TAP $ O
C (f ?j) RADON HRS .0050 $
SECTION H PAVING ( ) $ - 0
CROSS CONNECTION $ 3
ST(322 I) SURCHARGE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
^'y _ CITY OF ATLANTIC BEACH Ford
BUILDING / ZONING DEPARTMENT S ss
800 SEMINOLE ROAD
J ATLANTIC BEACH, FLORIDA 32233 -5445
-- TELEPHONE: (904) 247 -5800
FAX: (904) 247 -5845
http: / /ci.atiantic- beach.fl.us
PLAN REVIEW COMMENTS
Permit Application # 00 -
Property Address: ?0 Q �k S-}-
Applicant: S k
Project: 'Z N 1700 )k vsl� S
This permit application has been:
proved
❑ Reviewed and the following items need attention:
Please re- submit your application when these items have been completed.
Reviewed by: Date:
r. _
r1 r`IlJ�� CC:
J 3„ CITY OF ATLANTIC BEACH D. Ford
i
BUILDING / ZONING DEPARTMENT
S j 800 SEMINOLE ROAD S.�
� _ * _ ATLANTIC BEACH, FLORIDA 32233 -5445
0 ° TELEPHONE: (904) 247 -5800
FAX: (904) 247 -5845
to) A t http: / /ci.atiantic- beach.fl.us
PLAN REVIEW COMNENTS
Permit Application # C)5 — -�- Q s LO S
Property Address: 3LO<::) 1 514 S
Applicant: GS k Clh 0 - 5 — '
Project: 'j Y1 h Oy -5,
This permit application has been:
❑ Approved
❑ Reviewed and the following items need attention:
AL
Please re- submit your application when these items have been completed.
Reviewed by: Date:
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
Jay ATLANTIC BEACH, FLORIDA 32233 -4318
J TELEPHONE: (904) 247 -5834
' FAX: (904) 247 -5843
SUNCOM: 852 -5834
J —r http: / /ci.atiantic- beach.fl.us
PLAN REVIEW COMMENTS FROM THE
PUBLIC WORKS DEPARTMENT
Permit Application # 05 2 1 Sk.4 S
Applicant: a-S K �o U
Address: ap C 1 gt
Project: TnN7'1 ho u S—
❑ Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
Your permit application has been reviewed by the Public Works Department and the
following items need attention:
Silt fencing is required around the entire property.
ALL drainage is to come to the street or existing drainage
structure per Land Development Regulations (LDR) 24- 66(a).
Provide erosion and sediment control details.
On site storage calculations and location of storage
required per LDR 24- 66(b). Sample attached.
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions, please call (904) 247 -5834.
X Review d 'ck Ca rper, P.E., Public Works Director Date � � � � e
,� w FP - d q �3
Contractor Notified Date Q
DEPARTMENT OF PUBLIC WORKS
r, 1200 SANDPIPER LANE
ATLANTIC BEACH, FLORIDA 32233 -4318
,� • I TELEPHONE: (904) 247 -5834
t k 1 FAY: (904) 247 -5843
. r' SUNCOM:852 -5834
http: / /ci.atlantic- beach.fl.us
PLAN REVIEW COMMENTS FROM THE
PUBLIC UTILITIES DEPARTMENT
Permit Application # 4 . 5 2 g 5 t
Applicant:
Address:
$roject:. TowY-)
Your application is approved as noted by the Public Utilities Department. Final
application approval must come from the Building Department.
❑ Your permit application has beers reviewed by the Public Utilities. Department and the
following items need attention:
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Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 322' 33 in order that we can approve your application. If you have. any 16"0
questions please call ( 904) 247- 5834.av .
at
Revie by Donna K Public Utilities Director
Signature Date
Contractor Notified Date
WATER IMPACT FEE WORKSHEET
ADDRESS: 3� G si �j�� �P.4cC �vpcE w Toc,,,V OvsES
DRAINAGE
FIXTURE UNIT � (,� (•
FIXTURE TYPE VALUE AS LOAD FIXT R UNITS
Automatic clothes washers, commercial 3
Automatic clothes washers, residenti 2
Bathroom group consisting of water closet, lavatory,
Bidet, and bathtub or shower 6 �3 / 2
Bathtub (with or without overhead shower or whirlpool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory 1
Dishwashing machine, domestic 2
Drinking fountai cemaker YZ U
Floor drains 2
Hose bib 1 /2
Kitchen sink, domestic 2
Kitchen sink, domestic with food waste grinder and/or
dishwasher 2 Z
Laundry tray (1 or 2 compartments) 2
Lavatory 1 )
Shower compartment, domestic 2
Sink 2
Urinal 4
Urinal, 1 gallon per flush or less 2
Wash sink (circular or multiple) each set of faucets 2
Water closet, flushometer tank, public or private 4 (}
Water closet, private installation 4
Water closet, public installation 6
TOTAL NUMBER OF UNITS=
MULTIPLIED X 20
TOTAL $ 6 p
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City of Atlantic Beach
CUSTOMER RECEIPT a**
Over: BORDERS Type: OC Drawer: 1
Date: 6182/85 88 Receipt no: 59127
Description Quantity Amount
BP BUILDING PERMITS
1.88 $239.88
2M 29565
BP BUILDING PERMIT
Tender detail
CC CREDIT CARD $478.88
Total tendered $478.00
Total payment $478.88
Trans date: 6/82185 Time: 11:83:33
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
J ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5826
Jlt39
Application Number . . . . . 05- 00029565 Date 6/02/05
Property Address . . . . . . 360 1ST ST
Tenant nbr, name . . . . . . REPLACE DUPLEX W /TOWNH.
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 250000
Owner Contractor
------------------ - - - - -- ------------------------
B2 GOOSE /ATLANTIC, LLC KEHOE CONTRACTORS INC.
JOHN R. GIESE 12627 SAN JOSE BLVD SUITE 305
3560 CARDINAL PT. DR JACKSONVILLE FL 32223
JACKSONVILLE FL 32257 (904) 880 -6696
(904) 220 -2580
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc NEW HVAC
Sub Contractor BAKER SALES & SERVICE HEAT /A /C
Permit Fee . . . . 239.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total 239.00 239.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 239.00 239.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
!0i' C -
BUIL OFFICIAL
r
a
CITY OF ATLANTIC BEACH
1 j 800 SEMINOLE ROAD
j ATLANTIC BEACH, FLORIDA 32233
�ya;`TH INSPECTION PHONE LINE 247 -5826
Application Number . . . . . 05- 00030251 Date 5/04/05
Property Address . . . . . . 360 1ST ST
Tenant nbr, name . . . . . . FIRE SPRINKLERS
Application description . . . MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------ - - - - -- ------------------------
KEHOE, THOMAS WAYNE AUTOMATIC FIRE SPRINKLER
11326 DISTRIBUTION AVE. WEST
JACKSONVILLE FL 32256
(904) 268 -3030
----------------------------------------------------------------------------
Permit . . . . . . FIRE SPRINKLER
Additional desc . .
Permit Fee . . . . 105.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total 105.00 105.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 105.00 105.00 .00 .00
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
0 ...
BUILDING OFFICIAL
' CITY OF ATLANTIC E) A ,H
CITY OF ATLANTIC BEACH
n MAR 2 4 200"EC ANICAL PERMIT APPLICATION
Date: 3 - ,Z V S
Ezv
Property Address;. , ..
' /
Owner: �D/7�S �z�� /D,� Telephone #: 9DY - Z-t-e -2 .3
Contractor: ��4 ,� /luTC>w P- t C - Telephone #: � -0 3D
FIQ� SQL -� ��rzS X107
Contractor Address: //32G , ,S7 — ,-7Z/307 - 7 o-✓ �11�. Fax #: -
J A, V144E 4 . 3 z z.5'�.
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
good practice listed therein.
Type of Heating Fuel: If other construction is being done on this building
or site, list the building permit number:
❑ Electric
❑ Gas: _LP _Natural _Central Utility
❑ Oil 1 �7
❑ Other — Specif
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
• Heat _ Space — Recessed _ Central _ Floor Residential
• Air Conditioning: _ Room _ Central
• Duct System: Material Thickness ❑ Commercial
Maximum capacity cfm
❑ Refrigeration ;K New Building
❑ Cooling Tower: Capacity gpm ❑ Existing Building
N( Fire Sprinklers: Number of Heads_
❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System
❑ Gasoline Pumps (Number)
L3 Tanks (Number) ` New Installation
• LPG Containers (Number) (No system previously installed)
• Unfired Pressure Vessel ❑ Extension or Add -on to Existing System
❑ Boilers
❑ Gas Piping ❑ Other - Specify
❑ Other — Specify
LIST ALL EQUIPMENT
AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving
Number Units Description Model # Manufacturer Ton' s Agency
HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving
Number Units Description Model # Manufacturer BTU's Agency
TANKS Nominal Capacity Type Liquid Serial Approving
How Many & Dimensions Contained Manufacturer No. Agenc
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04
i�LariJ� CITY OF ATLANTIC BEACH Cc:
BUILDING /ZONING DEPARTMENT D. For
s 800 Seminole Road --- — Doerr
Atlantic Beach, Florida 32233
�J;31�• (904) 247 -5800 R C E V E 0
(904) 247 -5845 Fax ATLANTIC 5EACH
www.coab.us k 7("' ' z
PLAN REVIEW COMMENTS MAR 4 2005
Permit Application # OS ' Z9' 5 BY:
Property Address:
Applicant: JA'y�) '9"L 12 C <� 1�11L.L1�
Project: ��1 QF _ P2� �s. iu EJ2 S
This permit application has been:
❑ Approved
❑ Reviewed and the following items need attention:
Please re- submit your application when these items have been completed.
Reviewed By: _ Date:
Date Contractor Notified:
= WAIYMN 1E
Automatic Fire Sprinklers, Inc
FILE OOP
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1P.AF.S.
w-1
EMU CALCULATM
Wayne Automatic
Fire Sprinklers
11326 Distribution Ave. W.
Jacksonville Fl. 32256
904 - 268 -3030
Job Name ENVISION DOUPLEX
Building Duplex
Location 354 -360 1 st St Atlantic Bch A 32233
Design Area 2
Contract W CO50032
Data File 050501 -2.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Wayne Automatic Page 1
ENVISION DOUPLEX Date 1/24/200
HYDRAULIC DESIGN INFORMATION SHEET
Job Name - ENVISION DUPLEX Date - 3 -11 -05
Address - 354 -360 1st St Atlantic Bch F1 32233 Design Area# - 2
Contract With - Envision Construction System No. - 1
Buildings - Duplex Contract No. - WCO50032
Calculated By - Ryan Peterson Drawing No. - FP -1
Construction:(X) Combustible ( ) Non - Combustible Ceiling Height
Occupancy - ( ) Multi- Family( ) Single Family (X)Other Duplex
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Calculated: ( )1 (X)2 ( )3 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date Ed.
E ( )Dwelling Unit Calculation ( )Area Outside Dwelling Unit Calculation
M
Listed Flow at Start Point - 20.0 Gpm System Type
Listed Pres. at Start Point - 22.7 Psi (X) Wet
D MAXIMUM SPACING CALCULATED - 18 Ft X 18 Ft (8 ) Minimum Spacing
E Domestic Flow Added - 21 Gpm Sprinkler
S Hose Demand for 13 System - N/A Gpm Make Central Model LFII Conc.
I Elevation at Highest Outlet - <23 Ft Size 1/2" K- Factor 4.2
G Sloped Ceiling (X) Yes (X) No Temperature Rating 155
N
N
0
T
E Building Backflow PSI Loss 4 Site Backflow /Meter PSI Loss N/A
Calculation Gpm Required 20.00 Psi Required 37.10 At BR1
Summary C- Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Well Pump 13D Only:
A Date of Test - 4 -8 -04 Rated Cap. Rating
T Time of Test - 10 am @ Psi Elev
E Static (Psi) - 49 Elev. Location:
R Residual (Psi) - 43 Other
Flow (Gpm) - 1060 Brand or Model
S Elevation - 2
P Location: 1st Street and Sherry Dr.
P
L Source of Information: Atlantic Beach
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Fittings Summary
Wayne Automatic Page 4
ENVISION DOUPLEX Date 1/24/200
Fitting Legend
Abbrev. Name
A Generic Alarm Va
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90' Standard Elbow
F 45' Elbow
G Gate Valve
H POZ -LOK 90
I POZ -LOK TEE
J Angle Valve
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N Mechanical Tee
Q Flow Control Valve
R CPVC ST TEE
S Swing Check Valve
T 90' Flow thru Tee
U CPVC 90
V CPVC TEE
W Wafer Check Valve
X CPVC 45
Y CPVC COUP - STRAIGHT TEE
Z Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
Wayne Automatic Page 5
ENVISION DOUPLEX Date 1/24/200
Unadjusted Fittings Table
1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 31/2 4
A 7.7 21.5 17.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 9.5 17.0 28.0
E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 2.0 3.0 4.0
1 5.0 7.0 8.0
J 15.0 19.0 23.0 29.0 35.0 43.0 57.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
Q 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 2.0 2.0
s 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 4.0 5.0 6.0 7.0 9.0 12.0 13.0
V 3.0 5.0 6.0 8.0 10.0 12.0 15.0
10.3
W
X 1.0 1.0 2.0 2.0 2.0 3.0 4.0
Y 1.0 1.0 1.0 1.0 1.0 2.0 2.0
Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
A 17.0 27.0 29.0
B 9.0 10.0 12.0 19.0 21.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 47.0
E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0
G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0
H
I
J 71.0
K 36.0 55.0 45.0
L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0
M 10.0 12.0 16.0 19.0 22.0
N
Q 33.0
R
S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0
T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0
U
V
W 13.1 31.8 35.8 27.4
X
Y
Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Wayne Automatic Page 6
Date 1/24/200
ENVISION DOUPLEX
Node Elevation K -Fact Pt Pn Flow Density Area Press
No Actual Actual Rea.
1 23.0 25.98 na
3 23.0 25.98 na
5 23.0 4.2 22.7 na 20.01 .1 10 22.7
6 23.5 23.43 na
2 23.5 25.76 na
4 23.5 25.76 na
7 23.5 25.76 na
8 23.5 26.16 na
9 23.5 26.55 na
10 15.5 30.06 na
11 15.5 30.12 na
12 15.5 30.69 na
13 8.5 35.95 na
14 8.5 36.47 na
TR1 8.0 37.1 na
BR1 1.0 44.28 na
U1 -3.0 46.67 na
U4 -3.0 47.15 na 28.0
SRC 2.0 45.0 na
The maximum velocity is 10.7 and it occurs in the pipe between nodes 5 and 6
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Wayne Automatic Page 7
ENVISION DOUPLEX Date 1/24/200
Hyd. Qa Dia. Fitting Pipe Pt Pt
*`• * * *"
Ref. "C" or Ftng's Pe Pv Notes
Point at Pf /UL Eqv. Ln. Total Pf Pn
1 0.0 0.874 1V 3.000 0.500 25.979 0.0
to 150 3.000 -0.217 0.0
2 0.0 0.0 3.500 0.0 0.0 Vel = 0
0.0 25.762 K Factor = 0
0.0
3 0.0 0.874 1V 3.000 0.500 25.979 0.0
to 150 3.000 -0.217 0.0
4 0.0 0.0 3.500 0.0 0.0 Vel = 0
0.0
0.0 25.762 K Factor = 0
5 20.00 0.874 1 U 4.000 0.500 22.700 K Factor = 4.20
to 150 4.000 -0.217
6 20.0 0.2096 4.500 0.943 Vel = 10.695
0.0
20.00 23.426 K Factor= 4.13
6 19.99 0.874 1 U 4.000 4.166 23.426
to 150 1V 3.000 7.000 0.0
7 19.99 0.2093 11.166 2.337 Vel = 10.690
0.0
19 25.763 K Factor= 3.94
2 0.0 1.101 9.166 25.763 0.0
to 150 0.0 0.0 0.0
4 0.0 0.0 9.166 0.0 0.0 Vel = 0
4 0.0 1.101 1V 5.000 17.332 25.763 0.0
to 150 5.000 0.0 0.0
7 0.0 0.0 22.332 0.0 0.0 Vel = 0
7 20.00 1.101 5.833 25.763
to 150 0.0 0.0
8 20.0 0.0681 5.833 0.397 Vel = 6.740
8 -13.64 1.101 1 U 5.000 37.164 26.160
to 150 1V 5.000 10.000 0.0
9 6.36 0.0082 47.164 0.385 Vel = 2.143
0.0
6.36 26.545 K Factor= 1.23
8 13.64 1.101 1V 5.000 8.000 26.160
to 150 5.000 3.465
10 13.64 0.0335 13.000 0.436 Vel = 4.597
0.0
13.64 30.061 K Factor= 2.49
9 6.36 1.101 1V 5.000 8.000 26.545
to 150 5.000 3.465
11 6.36 0.0082 13.000 0.106 Vel = 2.143
0.0
6.36 30.116 K Factor = 1.16
10 1.78 1.101 4U 5.000 42.665 30.060
to 150 2V 5.000 30.000 0.0
11 1.78 0.0008 72.665 0.056 Vel = 0.600
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Wayne Automatic Page 8
Date 1/24/200
ENVISION DOUPLEX
Hyd. Qa Dia. Fitting Pipe Pt Pt , * ,, ** Notes
Ref. "C" or Ftng's Pe Pv
Point at Pf /UL Eqv. Ln. Total Pf Pn
0.0 30.116 K Factor= 0.32
1.78
10 11.85 1.101 1U 5.000 19.500 30.060
to 150 5.000 0.0
12 11.85 0.0258 24.500 0.633 Vel = 3.993
0.0
11.85 30.693 K Factor= 2.14
11 8.15 1.101 3U 5.000 29.666 30.116
to 150 15.000 0.0
12 8.15 0.0129 44.666 0.577 Vel = 2.746
12 11.84 1.101 3U 5.000 12.666 30.693
to 150 1V 5.000 20.000 3.032
13 19.99 0.0680 32.666 2.221 Vel = 6.736
13 0.01 1.101 1V 5.000 2.666 35.946
to 150 5.000 0.0
14 20.0 0.0681 7.666 0.522 Vel = 6.740
14 0.0 1.101 1 U 5.000 1.166 36.467
to 150 5.000 0.217
TR1 20.0 0.0681 6.166 0.420 Vel = 6.740
TR1 0.0 1.598 1Z 5.828 7.000 37.103
to 150 5.828 7.032 Fixed loss = 4
BR1 20.0 0.0111 12.828 0.142 Vel = 3.199
BR1 0.0 2.003 51-1 9.000 125.000 44.277
to 150 1 V 10.000 55.000 1.732
U 1 20.0 0.0037 180.000 0.664 Vel = 2.036
U 1 0.0 1.101 1 V 5.000 2.000 46.674
to 150 5.000 0.0
U4 20.0 0.0680 7.000 0.476 Vel = 6.740
U4 28.01 7.98 500.000 47.150 Qa = 28
to 150 0.0 -2.166
SRC 48.01 500.000 0.011 Vel = 0.308
.0
48.01 44.995 K Factor= 7.16
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
WAYNIE
Automatic Fire Sprinklers, Inc,
11F.S.
_wl
J�
c�
HYDRAULIC CALCULATM Py
Wayne Automatic
Fire Sprinklers
11326 Distribution Ave. W.
Jacksonville Fl. 32256
904 - 268 -3030
Job Name ENVISION DOUPLEX
Building Duplex
Location 354 -360 1st St Atlantic Bch FI 32233
Design Area 1
Contract WCO50032
Data File 050501 -1.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Wayne Automatic Page 1
ENVISION DOUPLEX Date 1/24/200
HYDRAULIC DESIGN INFORMATION SHEET
Job Name - ENVISION DUPLEX Date - 3 -11 -05
Address - 354 -360 1st St Atlantic Bch F1 32233 Design Area# - 1
Contract With - Envision Construction System No. - 1
Buildings - Duplex Contract No. -
Calculated By - Ryan Peterson Drawing No. - FP -1
Construction:(X) Combustible ( ) Non - Combustible Ceiling Height
Occupancy - ( ) Multi- Family( ) Single Family (X)Other Duplex
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Calculated: ( )1 (X)2 ( )3 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date Ed.
E ( )Dwelling Unit Calculation ( )Area Outside Dwelling Unit Calculation
M
Listed Flow at Start Point - 16.0 Gpm System Type
Listed Pres. at Start Point - 14.5 Psi (X) Wet
D MAXIMUM SPACING CALCULATED - 16 Ft X 16 Ft (8 ) Minimum Spacing
E Domestic Flow Added - 21 Gpm Sprinkler
S Hose Demand for 13 System - N/A Gpm Make Central Model LFII Conc.
I Elevation at Highest Outlet - <23 Ft Size 1/2" K- Factor 4.2
G Sloped Ceiling ( ) Yes (X) No Temperature Rating 155
N
N
0
T
E Building Backflow PSI Loss 4 Site Backflow /Meter PSI Loss N/A
Calculation Gpm Required 32.21 Psi Required 36.74 At BR1
Summary C- Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Well Pump 13D Only:
A Date of Test - 4 -8 -04 Rated Cap. Rating
T Time of Test - 10 am @ Psi Elev
E Static (Psi) - 49 Elev. Location:
R Residual (Psi) - 43 Other
Flow (Gpm) - 1060 Brand or Model
S Elevation - 2
P Location: 1st Street and Sherry Dr.
P
L Source of Information: Atlantic Beach
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Fittings Summary
Wayne Automatic Page 4
ENVISION DOUPLEX Date 1/24/200
Fitting Legend
Abbrev. Name
A Generic Alarm Va
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90' Standard Elbow
F 45' Elbow
G Gate Valve
H POZ -LOK 90
I POZ -LOK TEE
J Angle Valve
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N Mechanical Tee
Q Flow Control Valve
R CPVC ST TEE
S Swing Check Valve
T 90' Flow thru Tee
U CPVC 90
V CPVC TEE
W Wafer Check Valve
X CPVC 45
Y CPVC COUP - STRAIGHT TEE
Z Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
Wayne Automatic Page 5
ENVISION DOUPLEX Date 1/24/200
Unadjusted Fittings Table
1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 31/2 4
A 7.7 21.5 17.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 9.5 17.0 28.0
E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 2.0 3.0 4.0
1 5.0 7.0 8.0
J 15.0 19.0 23.0 29.0 35.0 43.0 57.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
Q 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 2.0 2.0
S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 4.0 5.0 6.0 7.0 9.0 12.0 13.0
V 3.0 5.0 6.0 8.0 10.0 12.0 15.0
W 10.3
X 1.0 1.0 2.0 2.0 2.0 3.0 4.0
Y 1.0 1.0 1.0 1.0 1.0 2.0 2.0
Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
A 17.0 27.0 29.0
B 9.0 10.0 12.0 19.0 21.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 47.0
E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0
G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0
H
I
J 71.0
K 36.0 55.0 45.0
L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0
M 10.0 12.0 16.0 19.0 22.0
N
Q 33.0
R
S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0
T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0
U
V
W 13.1 31.8 35.8 27.4
X
Y
Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Wayne Automatic Page 6
ENVISION DOUPLEX Date 1/24/200
Node Elevation K -Fact Pt Pn Flow Density Area Press
No. Actual Actual Re q.
1 23.0 4.2 14.5 na 15.99 .1 10 14.5
3 23.0 4.2 14.9 na 16.21 .1 10 14.5
5 23.0 19.07 na
6 23.5 18.85 na
2 23.5 14.77 na
4 23.5 15.18 na
7 23.5 18.85 na
8 23.5 19.81 na
9 23.5 20.74 na
10 15.5 24.32 na
11 15.5 24.46 na
12 15.5 25.85 na
13 8.5 34.25 na
14 8.5 35.51 na
TR1 8.0 36.74 na
BR1 1.0 44.11 na
U1 -3.0 47.45 na
U4 -3.0 48.6 na 29.0
SRC 2.0 46.45 na
The maximum velocity is 10.85 and it occurs in the pipe between nodes 4 and 7
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Wayne Automatic Page 7
ENVISION DOUPLEX Date 1/24/200
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
1 15.99 0.874 1V 3.000 0.500 14.500 K Factor = 4.20
to 150 3.000 -0.217
2 15.99 0.1386 3.500 0.485 Vel = 8.551
0.0
15.99 14.768 K Factor= 4.16
3 16.21 0.874 1 V 3.000 0.500 14.900 K Factor = 4.20
to 150 3.000 -0.217
4 16.21 0.1420 3.500 0.497 Vel = 8.669
0.0
16.21 15.180 K Factor= 4.16
5 0.0 0.874 1 U 4.000 0.500 19.065 0.0
to 150 4.000 -0.217 0.0
6 0.0 0.0 4.500 0.0 0.0 Vel = 0
0.0
0.0 18.848 K Factor = 0
6 0.0 0.874 1 U 4.000 4.166 18.849 0.0
to 150 1 V 3.000 7.000 0.0 0.0
7 0.0 0.0 11.166 0.0 0.0 Vel = 0
0.0
0.0 18.849 K Factor = 0
2 15.99 1.101 9.166 14.768
to 150 0.0 0.0
4 15.99 0.0449 9.166 0.412 Vel = 5.388
4 16.22 1.101 1 V 5.000 17.332 15.181
to 150 5.000 0.0
7 32.21 0.1643 22.332 3.669 Vel = 10.854
7 0.0 1.101 5.833 18.849
to 150 0.0 0.0
8 32.21 0.1642 5.833 0.958 Vel = 10.854
8 -21.96 1.101 1 U 5.000 37.164 19.807
to 150 1 V 5.000 10.000 0.0
9 10.25 0.0198 47.164 0.932 Vel = 3.454
0.0
10.25 20.739 K Factor= 2.25
8 21.96 1.101 1 V 5.000 8.000 19.807
to 150 5.000 3.465
10 21.96 0.0809 13.000 1.052 Vel = 7.400
0.0
21.96 24.324 K Factor = 4.45
9 10.25 1.101 1 V 5.000 8.000 20.738
to 150 5.000 3.465
11 10.25 0.0198 13.000 0.257 Vel = 3.454
0.0
10.25 24.460 K Factor= 2.07
10 2.87 1.101 4U 5.000 42.665 24.323
to 150 2V 5.000 30.000 0.0
11 2.87 0.0019 72.665 0.136 Vel = 0.967
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Wayne Automatic Page 8
ENVISION DOUPLEX Date 1/24/200
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv " ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
0.0
2.87 24.459 _ K Factor= 0.58
10 19.09 1.101 1 U 5.000 19.500 24.323
to 150 5.000 0.0
12 19.09 0.0624 24.500 1.529 Vel = 6.433
0.0
19.09 25.852 K Factor= 3.75
11 13.12 1.101 3U 5.000 29.666 24.460
to 150 15.000 0.0
12 13.12 0.0312 _ 44.666 1.393 Vel = 4.421
12 19.09 1.101 31-1 5.000 12.666 25.852
to 150 1 V 5.000 20.000 3.032
13 32.21 0.1643 32.666 5.367 Vel = 10.854
13 0.0 1.101 1 V 5.000 2.666 34.250
to 150 5.000 0.0
14 32.21 0.1644 7.666 1.260 Vel = 10.854
14 0.0 1.101 1 U 5.000 1.166 35.509
to 150 5.000 0.217
TR1 - 32.21 0.1643 6.166 1.013 Vel = 10.854
TR 1 0.0 1.598 1Z 5.828 7.000 36.738
to 150 5.828 7.032 Fixed loss = 4
BR1 32.21 0.0267 12.828 0.343 Vel = 5.153
BR1 0.0 2.003 51-1 9.000 125.000 44.113
to 150 1 V 10.000 55.000 1.732
U 1 - 32 0.0089 180.000 1.604 Vel = 3.280
U1 0.0 1.101 1 V 5.000 2.000 47.450
to 150 5.000 0.0
U4 32.21 0.1643 7.000 1.150 Vel = 10.854
U4 29.00 7.98 500.000 48.599 Qa = 29
to 150 0.0 -2.166
SRC 61.21 5 00.000 0.017 Vel = 0.393
.0
61.21 46 .450 K Factor= 8.98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
WAY N 1E
Automatic Fire Sprinklers, Inc,
B.AF.S.
�s E
Cp
�r
HYDRAULIC CALCULATM
Wayne Automatic
Fire Sprinklers
11326 Distribution Ave. W.
Jacksonville Fl. 32256
904 - 268 -3030
Job Name ENVISION DOUPLEX
Building Duplex
Location 354 -360 1 st St Atlantic Bch FI 32233
Design Area 1
Contract WCO50032
Data File 050501 -1.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Wayne Automatic Page 1
ENVISION DOUPLEX Date 1/24/200
HYDRAULIC DESIGN INFORMATION SHEET
Job Name - ENVISION DUPLEX Date - 3 -11 -05
Address - 354 -360 lst St Atlantic Bch F1 32233 Design Area# - 1
Contract With - Envision Construction System No. - 1
Buildings - Duplex Contract No. -
Calculated By - Ryan Peterson Drawing No. - FP -1
Construction:(X) Combustible ( ) Non - Combustible Ceiling Height
Occupancy - ( ) Multi- Family( ) Single Family (X)Other Duplex
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Calculated: ( )1 (X)2 ( )3 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date Ed.
E ( )Dwelling Unit Calculation ( )Area Outside Dwelling Unit Calculation
M
Listed Flow at Start Point - 16.0 Gpm System Type
Listed Pres. at Start Point - 14.5 Psi (X) Wet
D MAXIMUM SPACING CALCULATED - 16 Ft X 16 Ft (8 ) Minimum Spacing
E Domestic Flow Added - 21 Gpm Sprinkler
S Hose Demand for 13 System - N/A Gpm Make Central Model LFII Conc.
I Elevation at Highest Outlet - <23 Ft Size 1/2" K- Factor 4.2
G Sloped Ceiling ( ) Yes (X) No Temperature Rating 155
N
N
0
T
E Building Backflow PSI Loss 4 Site Backflow /Meter PSI Loss N/A
Calculation Gpm Required 32.21 Psi Required 36.74 At BR1
Summary C- Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Well Pump 13D Only:
A Date of Test - 4 -8 -04 Rated Cap. Rating
T Time of Test - 10 am @ Psi Elev
E Static (Psi) - 49 Elev. Location:
R Residual (Psi) - 43 Other
Flow (Gpm) - 1060 Brand or Model
S Elevation - 2
P Location: lst Street and Sherry Dr.
P
L Source of Information: Atlantic Beach
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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N ti
(� O r-I H N N
i E O '-i c-I
U 0 & N
�rf pp O
16
� 1 1 1 1 1 1 1 1 1
� c
O cZ
Z N
LL W M in N co F rn H F H
Fittings Summary
Wayne Automatic Page 4
ENVISION DOUPLEX Date 1/24/200
Fitting Legend
Abbrev. Name
A Generic Alarm Va
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90' Standard Elbow
F 45' Elbow
G Gate Valve
H POZ -LOK 90
I POZ -LOK TEE
J Angle Valve
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N Mechanical Tee
O Flow Control Valve
R CPVC ST TEE
S Swing Check Valve
T 90' Flow thru Tee
U CPVC 90
V CPVC TEE
W Wafer Check Valve
X CPVC 45
Y CPVC COUP - STRAIGHT TEE
Z Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
Wayne Automatic Page 5
ENVISION DOUPLEX Date 1/24/200
Unadjusted Fittings Table
1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 31/2 4
A 7.7 21.5 17.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 9.5 17.0 28.0
E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 2.0 3.0 4.0
1 5.0 7.0 8.0
J 15.0 19.0 23.0 29.0 35.0 43.0 57.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
Q 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 2.0 2.0
S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 4.0 5.0 6.0 7.0 9.0 12.0 13.0
V 3.0 5.0 6.0 8.0 10.0 12.0 15.0
W 10.3
X 1.0 1.0 2.0 2.0 2.0 3.0 4.0
Y 1.0 1.0 1.0 1.0 1.0 2.0 2.0
Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
A 17.0 27.0 29.0
B 9.0 10.0 12.0 19.0 21.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 47.0
E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0
G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0
H
I
J 71.0
K 36.0 55.0 45.0
L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0
M 10.0 12.0 16.0 19.0 22.0
N
Q 33.0
R
S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0
T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0
U
V
W 13.1 31.8 35.8 27.4
X
Y
Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Wayne Automatic Page 6
ENVISION DOUPLEX Date 1/24/200
Node Elevation K -Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
1 23.0 4.2 14.5 na 15.99 .1 10 14.5
3 23.0 4.2 14.9 na 16.21 .1 10 14.5
5 23.0 19.07 na
6 23.5 18.85 na
2 23.5 14.77 na
4 23.5 15.18 na
7 23.5 18.85 na
8 23.5 19.81 na
9 23.5 20.74 na
10 15.5 24.32 na
11 15.5 24.46 na
12 15.5 25.85 na
13 8.5 34.25 na
14 8.5 35.51 na
TR1 8.0 36.74 na
BR1 1.0 44.11 na
U1 -3.0 47.45 na
U4 -3.0 48.6 na 29.0
SRC 2.0 46.45 na
The maximum velocity is 10.85 and it occurs in the pipe between nodes 4 and 7
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Wayne Automatic Page 7
ENVISION DOUPLEX Date 1/24/200
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
1 15.99 0.874 1V 3.000 0.500 14.500 K Factor = 4.20
to 150 3.000 -0.217
2_ 15. 0 .1386 3.500 0.485 Vel = 8.551
0.0
15.99 14.768 K Factor= 4.16
3 16.21 0.874 1 V 3.000 0.500 14.900 K Factor = 4.20
to 150 3.000 -0.217
4 16.21 0.1420 3.500 0.497 Vel = 8.669
0.0
16.21 15.180 K Factor= 4.16
5 0.0 0.874 1 U 4.000 0.500 19.065 0.0
to 150 4.000 -0.217 0.0
6 0.0 0.0 4.500 0.0 0.0 Vel = 0
0.0
0.0 18.848 K Factor = 0
6 0.0 0.874 1 U 4.000 4.166 18.849 0.0
to 150 1 V 3.000 7.000 0.0 0.0
7 0.0 0.0 11.166 0.0 0.0 Vel = 0
0.0
0.0 18.849 K Factor = 0
2 15.99 1.101 9.166 14.768
to 150 0.0 0.0
4 15.99 0.0449 9.166 0.412 Vel = 5.388
4 16.22 1.101 1 V 5.000 17.332 15.181
to 150 5.000 0.0
7 32 .21 0.1643 22.332 3.669 Vel = 10.854
7 0.0 1.101 5.833 18.849
to 150 0.0 0.0
8 32.21 0.1642 5.833 0.958 Vel = 10.854
8 -21.96 1.101 1U 5.000 37.164 19.807
to 150 1V 5.000 10.000 0.0
_ 9 10.25 0.0198 47.164 0.932 Vel = 3.454
0.0
10.25 20.739 K Factor= 2.25
8 21.96 1.101 1 V 5.000 8.000 19.807
to 150 5.000 3.465
10 21.96 0.0809 13.00 1.052 Vel = 7.400
21.96 _ 24.324 K Factor= 4.45
9 10.25 1.101 1 V 5.000 8.000 20.738
to 150 5.000 3.465
11 10.25 0.0198 1 3.000 0.257 Vel = 3.454
10.25 24.460 K Factor= 2.07
10 2.87 1.101 4U 5.000 42.665 24.323
to 150 2V 5.000 30.000 0.0
11 2.87 0.0019 72.665 0.136 Vel = 0.967
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
Wayne Automatic Page 8
ENVISION DOUPLEX Date 1/24/200
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *' Notes
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
0.0
2.87 24.459 K Factor= 0.58
10 19.09 1.101 1U 5.000 19.500 24.323
to 150 5.000 0.0
12 19.09 0.0624 24.500 1.529 Vel = 6.433
0.0
19.09 25.852 K Factor= 3.75
11 13.12 1.101 31-1 5.000 29.666 24.460
to 150 15.000 0.0
12 13.12 0.0312 44.666 1.393 Vel = 4.421
12 19.09 1.101 3U 5.000 12.666 25.852
to 150 1V 5.000 20.000 3.032
13 32.21 0.1643 32.666 5.367 Vel = 10.854
13 0.0 1.101 1V 5.000 2.666 34.250
to 150 5.000 0.0
14 32.21 0.1644 7.666 1.260 Vel = 10.854
14 0.0 1.101 1U 5.000 1.166 35.509
to 150 5.000 0.217
TR1 32.21 0.1643 6.166 1.013 Vel = 10.854
TR1 0.0 1.598 1Z 5.828 7.000 36.738
to 150 5.828 7.032 Fixed loss = 4
BR1 32.21 0.0267 12.828 0.343 Vel = 5.153
BR1 0.0 2.003 5U 9.000 125.000 44.113
to 150 1 V 10.000 55.000 1.732
U1 32.21 0.0089 180.000 1.604 Vel = 3.280
U1 0.0 1.101 1 V 5.000 2.000 47.450
to 150 5.000 0.0
U4 32.21 0.1643 7.000 1.150 Vel = 10.854
U4 29.00 7.98 500.000 48.599 Qa = 29
to 150 0.0 -2.166
SRC 61.21 500.000 0.017 Vel = 0.393
.0
61.21 46.450 K Factor= 8.98
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
CITY OF ATLANTIC BEACH
Its
800 SEMINOLE ROAD
J ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247 -5826
Application Number . . . . . 05- 00029565 Date 3/30/05
Property Address . . . . . . 360 1ST ST
Tenant nbr, name . . . . . . REPLACE DUPLEX W /TOWNH.
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 250000
Owner Contractor
------------------ - - - - -- ------------------------
B2 GOOSE /ATLANTIC, LLC KEHOE CONTRACTORS INC.
JOHN R. GIESE 12627 SAN JOSE BLVD SUITE 305
3560 CARDINAL PT. DR JACKSONVILLE FL 32223
JACKSONVILLE FL 32257 (904) 880 -6696
(904) 220 -2580
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc 22 FIXTURES
Sub Contractor TERRY JOHNSON CONSTRUCTION IN
Permit Fee . . . . 189.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Expiration Date 10/30/05
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total 189.00 189.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 189.00 189.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
0 J
BUILDING OFFICIAL
mar uu ub ui:54P uittj of nttantic ueacn au au4- e4l P.
I -VJr CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Date: 3 3D o S
Property Address: �fo (��ef 14+ Ott lit L �e (� l FL
Owner: orie (-' C. Telephone #: X5 �r tf 3'7 3
Contractor Te t ( V )o nSo n Cores ichM O L L Telephone #:
Contractor Address: Cnow n k
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perfo+m said work in
accordance with the attached plans and specifications which arc a part hereof and in accordance with the City of Adantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type • If other construction is being Clone on this building or site,
� New list the building permit number.
0 Re�Pipe A DO a c i's6
Number of Fixtures:
Bath Tubs Showers
Closets �_ Shower Pans
Dishwashers 1__ Sinks
Disposals Urinals
Floor Drains Washing Machine
Lavatory I 3 1q Water
(- Sewer Water Heaters
Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: K $7.00 + $35.00 = S
800 Seminole Road • Atlantic Beach, Florida 32233-5445
Phone: (904) 247 -5800 - Fax: (904) 247 -SM5 - http :ltwww.ci.atlantic- beach.fl.us
Revised 1104
\ its
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5826
Application Number . . . . . 05- 00029930 Date 3/24/05
Property Address . . . . . . 354 1ST ST
Tenant nbr, name . . . . . . SEPARATE 3/4 "METER /TAP
Application description . . . PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------ - - - - -- ------------------------
B2 GOOSE /ATLANTIC INC. KEHOE CONTRACTORS INC.
3560 CARDINAL PT DR 12627 SAN JOSE BLVD SUITE 305
JACKSONVILLE FL 32257 JACKSONVILLE FL 32223
(904) 220 -2580 (904) 880 -6696
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee . . . . .00 Plan Check Fee .00
Issue Date . . . . 3/22/05 Valuation . . . . 0
Expiration Date . . 9/18/05
----------------------------------------------------------------------------
Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325.00
WATER CONNECT /TAP & METER 525.00
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 850.00 850.00 .00 .00
Grand Total 850.00 850.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
CITY OF ATLAN`nC BEA CH
800 SEMINL ROAD
-- ATLANTIC BEACH, FLORIDA 32233 -5445
TE (904) 5800
FAX: (04) 247 - 5805
SUNCOM: 852 -5800
http: / /ci.atlantic- beach.fl.us
Date: 'Y�
h04
V+ Wv4tr
Dear Property Owner: DK .
The costs to connect your building to the City sewer and/or water system are as follows:
3/4" 1 „
Sewer Tap — Labor and materials to tap into sewer main $
Water Tap — Labor and materials to tap into water main $ 525.00 560.00
Water Meter — Cost of Meter $
Cross Connection Inspection — Inspection by Public Works
to ensure backflow prevention $35 99-- 35.00
Sewer Impact Fees — Funds future expansion of the
sewer plant $
Water Impact Fee — Funds future expansion of the
water plants $
Capital Improvement — Funds for improvements,
Expansion or replacement to water system $ 325.00 550.00
® �J
TOTAL COSTS $ - SSS:Ofl' 1145.00
If you have any questions concerning these charges, please call the building department
at 247 -5826.
Sincerely,
Don C. Ford
Building Official '
You must supply your own backflow preventer.
I �
CITY OF ATLANTIC BEACH
i� 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247 -5826
�vJ131�
Application Number . . . . . 05- 00029565 Date 4/15/05
Property Address . . . . . . 360 1ST ST
Tenant nbr, name . . . . . . REPLACE DUPLEX W /TOWNH.
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 250000
Owner Contractor
------------------ - - - - -- ------------------------
B2 GOOSE /ATLANTIC, LLC KEHOE CONTRACTORS INC.
JOHN R. GIESE 12627 SAN JOSE BLVD SUITE 305
3560 CARDINAL PT. DR JACKSONVILLE FL 32223
JACKSONVILLE FL 32257 (904) 880 -6696
(904) 220 -2580
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Sub Contractor . . FLORIDA PROPANE PARTNERS
Permit Fee . . . . 70.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total 70.00 70.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 70.00 70.00 .00 .00
,
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
BUILDING OFFICIAL
.L CITY OF ATLANTIC BEACH
.1
Y -
MECHANICAL PERMIT APPLICATION
Date:
Property Address: U
Owner: ,�/�//S/61 ES 6.-.qs &lOf Telephone #•
Contractor: "?
ZA / /r. • /,/ Telephone #: 77/— f
Contractor Address: : V5 o P 4 Fax #:
Contractor Signature:
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
g ood practice listed therein.
Type of Heating Fuel: If other construction is being done on this building
❑ _.Electric or site, list the building permit number:
4 Gas: _LP _Natural _Central Utility
L3
Oil
❑ Other — Speci
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
❑ Heat — Space _ Recessed — Central _ Floor ar Residential
• Air Conditioning: Room _ Central
• Duct System: Material Thickness ❑ Commercial
Maximum capacity cfm
El Refrigeration rY" New Building
❑ Cooling Tower: Capacity gp m ❑ Existing Building
❑ Fire Sprinklers: Number of Heads
❑ Elevator: _ – Manlift T Escalator (Number) ❑ Replacement of Existing System
❑ Gasoline Pumps (Number)
❑ Tanks (Number) U Installation
Q, Containers J (Number) (No system previously installed)
❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System
❑ Boilers
Gf Gas Piping ❑ Other - Specify
❑ Other — Specify
LIST ALL EQUIPMENT
AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving
Number Units Description Model # Manufacturer Ton' s Agency
HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving
Number Units Description Model # Manufacturer BTU's Agency
TANKS Nominal Capacity Type Liquid Serial Approving
How Many & Dimensions Contained Manufacture No. A enc
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • httn : / /www.ci.atiantic- beach.fl.us Revised 1/04
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
J �� "' �• ATLANTIC BEACH, FLORIDA 32233 -5445
TELEPHONE: (904) 247 -5800
FAX: (904) 247 -5805
SUNCOM:852 -5800
http: / /ci.atlantic- beach.fl.us
Date: 1 d . . US
554 + - f-r��
4 I D - j -
pa', CL o
CtnGta � °,�l
Dear O wrle� 3
The costs to connect your building to the City sewer and/or water system are as follows:
3 , 4 „ 1 „
Sewer Tap — Labor and materials to tap into sewer main $
Water Tap — Labor and materials to tap into water main $ 525.00 560.00
Water Meter — Cost of Meter $
Cross Connection inspection — Inspection by Public Works
to ensure backflow prevention $ 35.00 35.00
Sewer Impact Fees — Funds future expansion of the
sewer plant $
Water Impact Fee — Funds future expansion of the
water plants $
Capital Improvement — Funds for improvements,
Expansion or replacement to water system $ 325.00 550.00
TOTAL COSTS $ 885.00 1145.00
If you have any questions concerning these charges, please call the building department
at 247 -5826.
Sincerely,
Don C. Ford
Building Official
You must Supply your own backflow preventer.
p.2
CITY OF ATLANTIC BEACH, F LORIDA
APPLICATION VOR ELECTRICAL. P(RM1T
� � y
.?o
TO T1+49 CHICP ELEGY Rte-,L iNopECTOR_ OATS ' w
IMPORTAMT NGTIC9 -.
IN CONSIOEAATION OF PERMIT MV0 FOR 001M12 THE 'WORK AS 0ESC3J8JZ0 1N TH FOLLQMMC. 'N$
HEREBY AGREE TO PERFORM SAID WORK IN ACCQROAN(:VNfTH fl•IE ArrACAM PLANS AND SPECIF(CA*n0f4S.
WHIC4 ARE A PART HEREOF, ANO IV'ACCORIIAN IF %VJTla TH4 $LECTRICAL R&CULATION5. CODES AND C" OF
ATUNr{C scAcH OROINANCCS.
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t7/2'd St78S ZbZ 1706:01 :WO8.J 2t7:01 5002- 20 -AUW
Graham Shirley
From: Graham Shirley
Sent: Thursday, December 22, 2005 8:23 AM
To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris
Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce
Subject: 360 1St St Final Co Inspection
Kehoe Contractors has requested a final co inspection for 360 1 St St
Permit # 05 29565
Contact Amanda 886 4373 or 880 6696
Thanks Shirley
1
P� LA
v _
F� Da
DEC 2 9 2005
NOME=
OF
ADDITIONS or CORRECTIO
D• NOT REMO
JOB ADDRESS DATE
3 (00 /5T 2• .Zz• bs
THIS JOB HAS NOT B' EN COMrt€fiE>�
The following additions or correctio a -mad before
the job will be accepted
L-40 Dfzp4w
0 1) Taztm cct
=1 2aT ��,t�Zo►�
lJLcsf' t{ u
E OOREINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time to approve the installation.
After additions or corrections have been
made, call 247 -5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG
Z�sl�s
P� LAIV l
P A o ��
JAN
Ck#
g� ��'� t we e2 4� c ►� c.�
s ync �zve,,�( 0 12 (Dk4S cm .
Emm un
OF
JOB ADDRESS
L S 7 I DATE
THIS JOB HAS NOT n �• (• ��
The following additions or corrections shall be made before
the job will be accepted
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a `} CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
} ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247 -5826
. �Jlil
Application Number . . . . . 05- 00029565 Date 5/03/05
Property Address . . . . . . 360 1ST ST
Tenant nbr, name . . . . . . REPLACE DUPLEX W /TOWNH.
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 250000
Owner Contractor
------------------ - - - - -- ------------------------
B2 GOOSE /ATLANTIC, LLC KEHOE CONTRACTORS INC.
JOHN R. GIESE 12627 SAN JOSE BLVD SUITE 305
3560 CARDINAL PT. DR JACKSONVILLE FL 32223
JACKSONVILLE FL 32257 (904) 880 -6696
(904) 220 -2580
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Permit . . . . . . ELECTRICAL PERMIT
Additional desc PD FOR ON 30177 IN ERROR
Sub Contractor HUNTER ELECTRIC
Permit Fee . . . . .00 Plan Check Fee .00
Issue Date . . . . 5/03/05 Valuation . . . . 0
Expiration Date 10/30/05
Fee summary Charged Paid Credited Due
----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - --
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total .00 .00 .00 .00
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
PSC 2000 Series 2410 Log for
Personal Printer /Fax /Copier /Scanner City of Atlantic Beach Bui
904- 247 -5845
Jan -00 -00 OO:OOAM
Last Transaction
Date Time Twe Identification IDr atio Pages Result
Jan 00 OO:OOAM Fax Sent 96657372 1:14 2 OK
PSC 2000 Series 2410 Log for
Personal Printer /Fax /Copier /Scanner City of Atlantic Beach Bui
904- 247 -5845
Jan 09 2006 8:41AM
Last Transaction
Date Time Twe Identification Duration Pages Result
Jan 9 8:40AM Fax Sent 96657372 1 :07 2 OK
Graham Shirley
From: Graham Shirley
Sent: Monday, January 09, 2006 8:38 AM
To: 'Schweizer, Carol M.'
Carol, 360 1 st Street passed final co inspection permit # 05 29565 fax to follow. Shirley
i
Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC BEACH
Department CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested:
Contractor Name:
Permit #: D - 2
Property Address:
Legal Description:
Improvements to the above - described property have been completed in
accordance with the terms of the permit and are certified to be ready for
occupancy as:
Single - Family Residence
❑ Commercial
C:I�ther: I
Lowest Floor Elevation:
Required As Built
The folloruing must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works _ _ v It _ ,sr
Planning Dept.
0 -D(a
Building Dept. L p o • v L - o (9 4
Z2. - os J2 -2-Z -off !��£ E•>► dl )
Final Survey with FFE [6 Yes ❑ No C
All Re- Inspect Fees Paid ["Yes No • o
a sV/
z
12/19/2005 16:57 FAX 9048862983 1� 004/005
FEDERAL E ERGENCY MANAGEMENT AGENCY O. M.B. No. 3067 -0077
NATIONAL FLOOD INSURANCE PROORAM Expires December 31, 200f
ELEVATION CERTIFICATE
Mw ft instrudbns on pow 1.7.
SECTION A - PROPERTY OWNER INFORMATION Fw kwMM COffFM UK
BUILDING OVVNER'S NAME Poo Number
B2 COOSEIATLANTIC LLC.
8UWNG STREET• ADDFEW (Includhp AM, Ur+k. Bulb, sailor 81dp. No,) OR P.O. ROUTE AND BOX NO, C9mparry NAIL Number
360 1 STREET
CITY STATE ZIP CODE
ATtANi1C BEACH R 32233
PROPERTY DESCRKYfM (Lot and Slo* Nurrlbm, Tax Pw NunnW, Lepal DeaciptiM, 610
P/O OF LOT 17 AND PM LOT 19, ATLANTIC BEACH A SUBDIVISION, PLATS= 5 PAGE e9 CURRENT PUBLJC RECORDS, OUVAL OOUNTY,
FLORIDA
BUILDING USE (s.g., Non +eslder*l, Aadmw, Aaoeeeory, m Um ■ Conwrou aloe, V neo my.)
RESIDENTIAL
LATITUDE/L.ONCrrUDE (OMXX4AQ HORIZONTAL DATUM: SOURCE WS (TYp)
( W - w - Ma w or 0 NAD 1977 ❑ NAD 1983 ❑ LISGS cued Map ❑ 00w.
SECTION 8 - FLOOD MUNCIE RATE MAP SPIRAL) WOWTION
91 . NFP COO&WTYMARE 6roMwUNf1YNUMBBi B2COUP►1YMAINE ®.STATE
ATU►M'ICBEACH 19J M DINAL ROMA
BI btAP AND PANEL 117. FIRM PANEL E. BASE RODD ELEVAT04)
NUMBER B5. SL FFD( 06. FIRM IN M DATE EFFECTNElRE AM0 DAIS 86, ROOD ZJNE(S) Rana A0, VA do rlwwdlt
0001 D 6,ZE!•1974 4.7 -10 X
810. Indc a the source of ft Boo Flood Elevation (BFE) data or bees flood deph a *md In B9.
❑ FS Prdae ❑ FIRM ❑ Correnurity DelarrinW ® Ofw (Deecrbe): NAVD 1
811, hdeate the elev bon deLrn used for the BFE In 89: ® NGVD 19M ❑ NAVE) 19M ❑ Other (Descltbe): _
812. Is fie tinting loceled In a Coastal arft Resw es %slam (CBRS) area or 011 aww Rale tied Area (OPA17 ❑ Yes ®No DesgnaUon Dales
SECTION C - BULDING ELEVATION INFORMATION (MMM REQINRED)
C1, WIdIng eleraoom am based on: ❑ Coneeualm Dra►d V ❑ &Aft Under CaleWcdon ® Flrkhad Conebuabn
'A new E7ardlm C ftelewil be rmqurred when a rmh%ban tithe bridlrg 5oanpleb.
C2. &A" minber _ (SaW to WOV dagran mod sMar lo ere building forwttlCh ft carllCels Is being oo nood - see papas 6 and 7. M no dWw
aoou a* represents the building, povide a stdch or photograph.)
C3. Elevation - Tana Al AM AE, AH, A (wM 191:q, VE, V1 - V30, V (wllh BFE), AR ARIA, ARIAE, MUM AM, ARIAH, AR/AO
Camplele Marrs C3.-ai below amodq b the building dlapan beatified in Item C2. Stde the ddum used. 8 the ddllrn le dlBerellt dom the datum used for the 9FE in
Swim B, amvM Bra ddlml b the used for the BFE. Shaw Add mmmn ero and d* n conversion crisis m. Use Ire speoe plwtded a ft Comments aea of
Sedbn D or Section G, ae appopriale b doamalt Ite dawn conversion.
Ddum NAVD 19?9 Conw&nCamuft NA
Elevation reftenaa mark u and Does the elmom tab ergo nwk used appear m ft FlPN? ❑ Yea W No
a) Top of bolbrn Hoar (Intruding basta�k a erxioelae) �, �Zft(m) � - � � � ;
• b) Top of mod higher Mm 1t(m)
C) Bow of lowest WeDntw tuctural marnbsr (V sales 0*) R(m) S
d) AReched 9Braga (top d ft) 3A (m) 40
• B) Lowest elevalm of =0" WKVV equipment W `
senvldng ft butting (Oescu In a Conmenls area)
f)
Lo* ft adman (nrbhed) gaide (MG) 21 IMM) Z
• g) Hoegage" (flashed) gde (HAG) D. MI(m)
h) No, or Wmalent openings (ftd ver116) vd* 1 R, above &$ann grade _ ° �^^..,.•.
• i) Total area of al perrr gwwvs (Hood vents) in C3.h sq. in. (sq. cm)
SECTION D • SURVEYOR, EN01111ER ORAFEWECT CERTFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authortaed by low to aw" elevation Inl0mation,
I aerft that the Inbrmilon In SecNona A, B, end C on We aartlllCete represents my hest aftrfa to lnte" the date avellabla
I understand that any No ateOer *W may be Punishable by fine or imp tsonment under 16 U.S. Code, Sw*on 1001.
CER I FIER'S NAME ARNOLD J. JOHNS LICENSE NUMBER 4422
TITL EOWNER COMPANY NAME L.D. BRADLEY LAID SURVEYORS
AppFF—% CITY STATE ZIP CODE
SM NORMANDY BLVD. ot A JACKSONVILLE FL 32206
S43MTURE DATE TELEPHONE
-rj 12J190 904.785-8400
I=r3 X41- Z�
VJo
X Rai C �1Lta
12/19/2005 16:57 FAX 9048862983 (6005/005
M(PORTMIT: In Vim zPam the inlbmadon hm Secdon Al For knA O Comm Uera:
8ULp1IG STEIN AD WM Md L" Apt, UnR Sub, VIM BIOS, No.) OR P.O, ROUTE AND BOX NO, POW mmw
360 1 ST STFfF
CmY ST ATE � Cartperpe NAX: Number
ATLANTIC EACH FL
SECTION D - SIJRVf`M 0*10 EER, OR ARCIVECT COMFICCATION ( C WKMIR
Copy bosh aides d trig Ebvdlon CeAAcatle for (1) Oamrmp* dldel, (2) h uaxae Womporry. and (3) buildng owner•
OObMMIENTS
Check hem it MChmerds
_ SECTION E - & ALDING ELEVATION INFORMATION (SURVEY NOT REQIJRED) FM ZONE AO AND ZONE A (WM*W 9F9
For Zone AO end Zane A (wl@roktt SFE), ca 00 Mm E1 trrough E4, R the t7avaW Udkate's irrterxled for u98 ae %Wmdrrg irrformalm for a LOW or LOMR-F,
Sawn C must be a w0died.
E1. Bul ft Diagram Number _(Select ft hft g dawn moat Ortla to the bAft for wh dt the csAYkwle b heY>0 canplabd – Zee paper 8 and 7. M no degran aocoaley►
mpoemits the lX,iidt►g, pro o to a sketdr or ptabg OL)
E2. The top d ere boMOm door ftk4 g basement or wdoekte) d the hA" is —1-K- t) ❑ egove or Q below (dtedr ane) 1he t�ghest e�eoeM grade. files
naW VA, A ev Aft).
E3. For B Ading Dlaywm 8.8 vM operrlrgs (Zee page 7), the nerd Ngtrer f fro or qte and floor (dw lcn b) of to ftWM is — lL(m) T ln #rn) abm the hiptreet ar>)a W
p gCW Compleb Nana C3.h and C3J on front d form.
E4. The top d the pubm d mmNnayr andlor equipment sa►vldng the h MM Is — Vm) _b .(Cm) ❑ shove Or 0 below (dledt One) the trgtreAt e�aoert grade (flee
nmA pa, N avdob).
E5, for Zone AO o*: IF tb flood depth number a avelabie, is the top d the tx>tan floor elevated M emarsaMx wNh the oormxwtlya floodpleir rtranagerrrar► ordnarrc�9
❑ Yee Q NO ❑ i lrrvrorrn The bcal dkW moat oe* ft I*ffndlm In Secdon G. _
SECTION F - PROPERTY OWNER (OR OWNERS REPRESENTATIVE) CERTIFICATION
The property mw or owners autlubo rapteesnt .ve who mm*W Sedl m A. B. C (Verna C3.h end C3.1 miy), and E for Zane A (wlltout a FEMAA&*d or Oormm*-
ieeued BFE) or Zone AO must sign hers The dabrnats in Sac6 m R d G end E ore Zoned to the beet O(rW lotowtadgs.
PROPERTY OWNERS OR OWNERS AUTHORED REPRESENTATNES NAME
ADDRESS CRY STATE ZPOODE
SIGNATURE DATE TELEPHONE
COMMENTS
Q Check here ff ftd w, O tB
SECTION G - COMMUNMY INFORMATION (OPT10W1L)
The bd dlbd who Is aufrort:ad by law or ordna m b adrri►rster the MMMtdty/S flaodplsln managwner t ardMearroe ran oonrplde SecYats A, B, C (or E� and G d this Eleralm
CaAlksh Cmoo the WOW* Mam(s) end or bebw.
G1. ❑ The M wtOm h Ser m C woes Wwn from odw doaxmartgm bd has been signed and embossed by a leaned surveyor, errgirreer, or ardri ad 0v is a Au mad by stale
a local law to w* or4dm M*nno6m. p n&e the aouroa and dale d the elwWm dela b the Come o arse below.)
G2. ❑ A cormwxtity dkW oo %lelad SecWn E (or a buldrrg bcabd in Zone A (vrihM a FEMAraared or aotTwru*4% red n or ZON A0.
G3. Cl The tolarleing ftmralm (Mama G44W) le provided fo c m u* txwaln management purposes.
Gs. PEFUT NIIWR G6. DATE PEW M0 GB. DATE CERTFICATE OF FANCY ISSUED
Gi. Thb penrrt twee been leaned for ❑ New Cmftj Olon O Subale U kmprovernertt
GO. Elmakri d as4A bmstfloor (inducting bmmeM of the buildng is _ — ft.(m) Dalton, —
G®. BFE or (b Zone AO) depth of kodng at the bi ft SM b: _ _ t(m) Oepnre
LOCAL OFFNOAL'S NAME T7LE
OOMMUW Y NAME TELEPHONE
SIGNATURE DATE
COMMENTS
MAP SHOWING A BOUNDARY SURVEY OF
LOT 17 AND EAST THE 1/2 OF LOT 19, BLOCK 2
AS. SHOWN ON MAP OF
ATLANTIC BEACH, A SUBDIVISION
AS RECORDED IN PLAT BOOK 5, PAGE 69
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUN((1>j ffl,ORlDA
CERTIFIED TO:
ENVISION CUSTOM HOMES, INC.
JJACKSOONNVILLE A TLANTIC , LLC. 1 S T S T R E E T
BRANT. ABRAHAM, REITER, McCORMICK AND GREENE, P.A. (40 FOOT RIGHT OF WAY)
{ ueAC�n
S90.00'00 "w 1
321.35'4(M)
FND 1/2" IP Y FNO 1/2" IP 25' (P) 50T� ) -'— FNO 1/2" IP -
"N010" "NO ID" I NO ID'
V I
3 I f 7.0' .20 n 20.2 .n6.8, 6.T
m
1 0.
o.e
X -. 7.4'
ir , .FOUNDATION e _ r -
r v I•. rt e o O p
7.4' O
4
K,
O M
U�� 1 M I •4 'n
9.D • � y N N � a. 7. 1 '
81 ' LOT 15
1 ul
I In C) N I �
w Gn o DETAIL
3 p r•,T N o
O O LOT 17
0 p ( LOT 17 O "TRAVERSE`
Z FND 1/2" IP " o LOT IS
CD J LB N 3672"
L1 (N) FND 1/2" IP
Q G 0.3' (E)
W p I 'N D I
_
Cl � FND 5 /B" •
EBA I " G.
p LOT 16
LOT IS 0.55 WIDE
CONCRETE
BLOCK WALL
FND 1/2" IP I
"NO ID" I N.T.S.
O.S (N)
1.3 (E) 25 (P) 50' (P)
FN No ID" N89 "E 75.21'(M) 1 7 -- BLOCK 0.55' WIDE
BL C O NCR E TE
WALL
LOT 20 I LOT 18 I LOT 16
- LEGEND /ABBREVIATIONS -
FND FOUND
LB LICENSE BUSINESS
IP IRON PIPE
t MORE OR LESS
11 CONCRETE
30 15 0 30 60
BRL BUILDING RESTRICTION LINE
(P) PLAT
(M) MEASURED SCALE IN FEET
—X— FENCE 1 " = 30'
NOTES:
1.) THIS IS A SURFACE SURVEY ONLY, UNDERGROUND
IMPROVEMENTS, SUCH AS FOOTERS OR UTILITIES, IF ANY
WERE NOT LOCATED.
2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF
A TITLE ABSTRACT.
ARNO NS 3) RIGHT N OF O WAY 9 LLINE OF v 1 ST STREET. ASSU MED ON THE SOUTH
171 n01nA QGC!QTFQL'n I ANFI CI IR \ /Pynp Kio 4479
Graham Shirley
From: Clemons, Malcolm
Sent: Wednesday, December 28, 2005 1:23 PM
To: Kaluzniak, Donna
Cc: Graham Shirley; Cunningham, Kerri
Subject: RE: 360 1 St St Final Co Inspection
Backflow Inspection ok - Malcolm
From: Kaluzniak, Donna
Sent: Thursday, December 22, 2005 8:23 AM
To: Clemons, Malcolm
Subject: FW: 360 1St St Final Co Inspection
From: Graham Shirley
Sent: Thursday, December 22, 2005 8:23 AM
To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris
Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce
Subject: 360 1St St Final Co Inspection
Kehoe Contractors has requested a final co inspection for 360 1St St
Permit # 05 29565
Contact Amanda 886 4373 or 880 6696
Thanks Shirley
1
Graham Shirley
From: Walker, Chris
Sent: Thursday, December 22, 2005 2:05 PM
To: Graham Shirley
Cc: Kaluzniak, Donna
Subject: RE: 360 1St St Final Co Inspection
Everything is good here.
From: Graham Shirley
Sent: Thursday, December 22, 2005 8:23 AM
To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris
Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce
Subject: 360 1St St Final Co Inspection
Kehoe Contractors has requested a final co inspection for 360 1 St St
Permit # 05 29565
Contact Amanda 886 4373 or 880 6696
Thanks Shirley
1