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DESIGNS
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1853 1 ArIGLEVVOOD ROAD
JACK •AW ILLS BEACH, FL 33250
MRAICiE iO3 � O!'fIClI 101
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CONSTRUCTION MAt JAGENIENT
1853 TANGLEWOC>U ROAD
JACKSONVILLE 3EACI J. FL 3321-0
LEFT SIDE ELEVATION ENTRY ELEVATION „ EAR E LEVATI O N
604 247 6750 FAX 00 12 17 6751
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2449 S. THIRD EiTREET
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1863 TANOLEWOOD ROAD
JACKSONVILLE BEACH,FL 33260
�'`• 904 247 8760 FAX 604 247 8761
STORAGE FINANCE
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APPROVE
CITY OF ATLANTIC GFAC[i
BUILDING QFF;it= � a
JUL 10 2001
may%'" • .
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LANEStS�or (3 , DATE I SEr' 00
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City- of Atlantic 13each
X R ��T��-��- t- (a) Fuildinti and tonin'
PrF SHEETS
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CITY OF ATLANTIC BEACH Cc:
BUILDING / ZONING DEPARTMENT D. Ford
800 Seminole Road S. Doerr
Atlantic Beach,Florida 32233
(904)247-5800 ,
(904)247-5845 Fax r
www.coab.us
MAR 21
PLAN REVIEW COMMENTS
Permit Application # bS- Z1Jq Z-C7 « G
Property Address: f7 3 ( C--AV-AU-A— eD 4
Applicant: �t--t 1 TbJ-, JO SE PI+
Project:
Thispermitapplication has been:
1:i /Approved
Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: �.(.�- Date: 32 310 5
Date Contractor Notified:
CITY OF ATLANTIC BEACH
!� BUILDING PERMIT APPLICATION
MAR P 1 OO ON
(Alterations &Additions)
Date:
Job Address: `
Owner of Property: �-
Address: Telephone: �+��{,,�yC � p
Legal Description: Block Number: Lot Number: Zoning District:
Contractor: (A-)-A 0 State License Number:
Contractor Address:
Telephone: Fax ,-
Describe proposed use and work to be done: /D yC /a �A Q d
Present use of land or building(s):
Valuation of proposed construction: 0?, 0,0
What are the dimensions of the added space: /,0 feet x / feet
Will the added area be heated and cooled? A1110 New electrical or increase in service?
Add plumbing fixtures? IVi Add fireplace? a Add heating/air conditioning?_ �—
Is approval of Homeowner's Association or other private entity required? If yes, please submit with this
application.
Will this roject involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to
the orig" al impervious area or the removal of any trees?
NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this
project.
❑YE . See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
O. Applicant certifies that no trees will be removed for this project:
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. 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 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
Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us
Page 2 Revised 8/04
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. Other information as may be appropriate for individual applications.
I hereby certify thatall info tion provided with s application' orrect.
` ignature of owner: Date: 13
I hereby certify 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 and that the plans and supporting data 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:
Mailing Address:
Telephone: Fax: E-Mail:
AS TO OWNER:
(9 s T
Sworn to and subscribed before me this day of -�'� 1 ,260
State of Florida,County of Duval
Y JENNIFER SCHLUETER Notary's Signa f
'R Y = MY COMMISSION 4 DD 121301
a= EXPIRES:May 27;2006 ❑ Personally known
%F o,•fl°t'` bonded Thru Notary Public Undewiters ❑
Produced identification _
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of ,20
State of Florida,County of Duval
Notary's Signature:
❑ Personally known
❑ Produced identification
Type of identification produced
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 •Fag: (904)247-5845 -http://www.ei.atiantic-beach.fl.us
Page 3 Revised 8/04
tsS
l
CITY OF ATLANTIC BEACH
xm
' OWNER/BUILDER AFFIDAVIT
Date:
Job Address: LZL,,gc
—,e,/ I I"�z//,/?�', -
CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO
ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE
APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE
OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE-
OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A
COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND
OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE
BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME
THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE
AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO
THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT
PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL
LICENSING ORDINANCES.
ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL
OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A
BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY
PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE
UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN
PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS.
SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE
POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND
SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS
THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING
SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS
NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR
THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR.
TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT.
I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.
P PER,yir OWNE B ER
Sr
SWORN TO AND SUBSCRIBED BEFORE ME THIS�I DAY OF ka2)-100S
c
AA
S
N
NOTE: PHRASES UNDERLINED ABOVE. , IETER
MY COMMISSION Al Dn 21301
EXPIRES:May 27.20W
fiA Bonded Thru
Ndery Public UndNnvntsr•.
...s........nrR.lM sw.rM+a...n..=.iw+.r< ..a.�..r......mae......_.,.-„�. . � . .... .....,..w.t+nw+w..-..w.._.w....:.....w
MAI~' SHOWING BOUNDARY 'S'URVEY� OF
LOT :3, BLOCK °15, (ROYAL PALMS UNIT TWO A, ACCORDING' TO THE PI-AT THERE.-
OF AS RECORDED IN PLAT BOOK 31, PAGES I, isA, 113, 1C, AND ID, OF '!'H
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
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LOT 19 LOT 20 LOT 21
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8.1'
=ouND I/2' IRON 3.4"' 3.6' N 85.3727" W 80.65' FOUND I/2' IRON
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localt 1 STORY BLOCK mat'be wow itn/of dM Cky At1Atft
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Founo w IRON E Or.'•
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POWER POLE r-. ` 243'MORE Oft LESS TO CFKTIERLJNE Of
SAILFISH DRIVE.
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CAVALLA ( 60' R/W ) ROAD
a 5 ,- o za '
B^rARING3 ESTASLI%F-D FROM Th: PLAT, 6fW"M/C SCAL1,
KMING OF CAVALLA bit AD FIELD FIXED. MOOD dd¢#.d ,'R J .
4 FIELD 1IVCAK 5/29/90. 1t•o1Dlotrsq attwas L'E'I1>r0➢I3Ii8 +>!MOUS"A IMIt FLOOD PWn
1.-E-D001ES OWNWAD k ECTRIC LIKES.
900462 06/90 r
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ANCHORING PLAN FOR CITY OfPPROATLANTIC BEACH Lu 4 --
BUILDINGS MANUFACTURED BY BUILDING OFFICE
MAR 2 3 2005 —
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GSNERAI- NOTES
1. INt GUN IRA-i OR SHALL bE kE••••• E FOR VEKIFYING b ALL WORK AND MATERIAL5 SHALL MEET THE REQUIREMENTS OF LOCAL AND ZLL� .S
ALL tAIS111 GUNVIIIONS. STATE GOOES ANU TNI,SPtGS OF lllt NAIIOf1At-BOAkV OF FIRE
UNVERWRIItk5.CONTRAG10K5 SHALL ANO VLKI
GHtGti FY ALL FLAN
f I
2 TIF C041RA:.TOR',HALL VE Kt E FOR GOORDINATINS
DIMtrySIUNS AND GONV1TIOf17 EitFORE PkCKEELI]Hb GON5 TRLK- 11.HE JT
AF.--NI ItG(URAL,ST KIJ�lU1:Al,F GNA1 ,AL,AND tLEGTRIGAL l
OtIAL ANU VII tYN�IUN� ANI 1/ISGREPAWJLS LIETI IUFN SU Il SHALL RE ORT AN VISGRLF'AfA:,IES TO It t—..L1LR POR GOR:+EGIlOt1 .1?�
EL IAILJ A110 L)1111-161UNS^AIA t kLPOKILV 10 [fit tNcIINEtR PRIOR10bEGlt—+ Jlj ANC WOKA 1Ht D4tCOVLRT Dl`.If.KtFAi+G1Y5 Y
f T' rRuc.Et UIIW MIN T AFTER TIIE BEbINNIIRa OF WORK WILL BE Evlbt ULTY 110. AND L ��•
5tIALL dt TItF Kt.SPONS10II-ITT OF RIF LOHLFCAGf( NOI JC.ALE
3. Pit-C.ONTRALTOR'x At L bt .ISLE VOR ERECTION. DRAWING.ALL WRIT IEll Olt-IJEN510N1 GOVERN.
Fk✓I:.EVIMt Af1V SLLIULNCL 1 1 - THE INT[UP[IlY
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APPROVE
CITY OF ATLANTIC GFAC[i
BUILDING QFF;it= � a
JUL 10 2001
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City- of Atlantic 13each
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CITY OF ATLANTIC BEACH
_ ROOFING PERMIT APPLICATION__
JOB LOCATION:
OWNER OF PROPERTY: s� .l eM I`(44 TELEPHONE::
CONTRACTOR:
CONTRACTOR'S ADDRESS:
ZIP:
STATE LICENSE NUMBER: CCIC— &��4�5 1 1 TELEPHONE: �• � ' �-
DESCRIBE WORK TO BE PERFORMED: �)F ; }y-
VALUATION OF PROPOSED CONSTRUCTION. ,Co�
MATERIALS TO BE USED:
SIGNATURE OF OWNER: ,'
SIGNATURE OF CONTRACTO
SWOR �N BARBARA DIANE S E ME TF11SDAY OF 19_
MY COMMISSION*CC 735478
EXPIRES:05222002 ,„ ��---
��,�,
i-tldatary Services&Bondm'Co
AS TO ARY Fla No
NOTARY PUBLIC
SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF �'1
AS TO CONTRACTOR
NOTARY PUBLIC
,g� rP&�CF, BARBARA DIANE STEEG
Liability Insurance Supplied � �� MY COMMISSION#CC 735478
OFf%tP EXPIRES:052212002
1-800-3-NOTARY Fla.Notary Services&.Swdjnl Co
Workers Compensation Insurance Supplied
Contractor License Information Supplied
Occupational License Information Supplied
GENERAL NOTES & SPECIFICATIONS MECHANICAL, ELECTRICAL & STRUCTURAL NOTES
7. THE CONTRACTOR IS RESPONSIBLE FOR THE 15. ALL INSTALLED PLUMBING, MECHANICAL AND 23. DRYWALL CONTRACTOR TO CLOSELY PROJECT INFORMATION d03
1. ALL WORK TO COMPLY WITH APPLICABLE DISTRIBUTION OF DRAWINGS TO ALL TRADES ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND COORDINATE HIS WORK WITH THAT OF OTHER 1. MECHANICAL, ELECTRICAL & PLUMBING PROJECT: JAGUAR DRYWALL INC. - OFFICE BUILD-OUT
. THE CONTRACTOR MUST COMPLY WITH THE T 71,
CODES S L E UNDER THEIR JURISDICTION. BE FREE OF VIBRATION. TRADES. WHERE DRYWALL IS IN CONFLICT WITH INFORMATION NOT SHOWN. MECHANICAL, LOCATION: JACKSONVILLE, FLORIDA
RULES AND REGULATIONS OF AGENCIES HAVING DUCTWORK, PLUMBING LINES, ETC. THIS ELECTRICAL, PLUMBING & FIRE PROTECTION IS BY
JURISDICTION AND TO CONFORM TO ALL CITY, 8. ALL MATERIALS TO BE NEW, UNUSED AND OF 16. UNLESS OTHERWISE NOTED IN MECHANICAL CONTRACTOR TO PROVIDE ALL NECESSARY OTHERS. THE CONTRACTOR SHALL SUBMIT
COUNTY, STATE AND FEDERAL CONSTRUCTION, THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND BRIDGING AND BRACING REQUIRED TO SECURE DRAWINGS AND SPECIFICATIONS FOR PERMIT AND BUILDING CODE SUMMARY (D
SAFETY AND SANITARY LAWS, CODES, STATUES OTHERWISE NOTED. MANUFACTURED MATERIALS MECHANICAL EQUIPMENT TIGHT TO STRUCTURE DRYWALL AND TO MAINTAIN FIRE OR SOUND COORDINATE WITH ARCHITECT AS REQUIRED. APPLICABLE CODES: FLORIDA BUILDING CODE 2001 LC)
AND ORDINANCES. AND EQUIPMENT TO BE STORED AND INSTALLED IN ABOVE. NO FLEX DUCT GREATER THAN 8'-0". RATING WHERE REQUIRED. 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND OCCUPANCY CLASSIFICATION: GROUP "S" STORAGE (LOW HAZARD) N
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN Cil ''
2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND RECOMMENDATIONS AND INSTRUCTIONS. 24. PROVIDE ALL NECESSARY CUT-OUTS FOR THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN TYPE CONSTRUCTION: TYPE V UNPROTECTED
CERTIFICATES OF INSPECTION AND THE FILING OF 17. ALL CEILING DIFFUSERS AND REGISTERS TO BE INSTALLATION OF ELECTRICAL AND VOICE/DATA ACCORDANCE WITH NATIONAL, STATE AND LOCAL
ALL WORK WITH GOVERNMENTAL AGENCIES TO BE 9. ALL WORK AND MATERIALS TO BE GUARANTEED THE SAME COLOR AS THE CEILING UNLESS NOTED OUTLETS, THERMOSTATS, SWITCHES AND OTHER CODES. SPRINKLERED: NO
THE RESPONSIBILITY OF THE CONTRACTOR. AGAINST DEFECTS FOR A PERIOD OF NOT LESS OTHERWISE. DEVICES. 3. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED FIRE DISTRICT: NO LL
CONTRACTOR TO OBTAIN ALL PERMITS AND THAN ONE (1) YEAR AFTER APPROVAL OF FINALBY THE BUILDING OWNER. DESIGN SHALL BE IN HIGH RISE: NO
APPROVALS PRIOR TO COMMENCEMENT WITH THE 18. ALL SURFACES TO BE PROPERLY PRIMED OR 25. DIMENSIONS ARE TO FACE OF STUD, FACE OF ACCORDANCE WITH THE LATEST DESIGN CRITERIA
PAYMENT.
WORK. PREPARED PRIOR TO INSTALLATION OF SPECIFIED EXTERIOR WALL AND TO COLUMN CENTER LINES ISSUED BY OWNER. OFFICE AREA: 1000 S.F. m U
10. THE CONTRACTOR IS RESPONSIBLE FOR FINISHES. UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR TO INSTALL ALL TOILET ROOM CUTTING AND PATCHING REQUIRED FOR HIS WORK 19. ALL FINISHES TO BE INSTALLED IN 4. CONTRACTOR TO PROVIDE ENERGY TENANT OCCUPANCY LOAD: 10 (1000/100) 01-1, > Q
FIXTURES AND ACCESSORIES PER FBC SECTION 11 26. MILLWORK TO CONFORM WITH AWI STANDARDS CALCULATIONS IF REQUIRED FOR PERMITTING. NO. OF REQUIRED EXITS: 2 w LiJ
UNLESS OTHERWISE NOTED. ACCORDANCE WITH MANUFACTURER'S I� m
AND THE ADA CODE. FOR PREMIUM GRADE MILLWORK. DRAWINGS MIN. CLEAR WIDTH OF EXIT DOOR: 32" > 0-) m
RECOMMENDATIONS AND NSTRUCTIONS FOR THE
11. THE CONTRACTOR T0, AT ALL TIMES, KEEP , INDICATE DESIGN INTENT. FABRICATOR IS MIN. CLEAR WIDTH OF CORRIDOR: 44" O
PREMISES FREE OF ACCUMULATION M WASTE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. N J
RESPONSIBLE FOR MILLWORK ENGINEERING. TRAVEL DISTANCE LIMIT: 200'-0" 00 -I w
4. ALL WORK SHALL BE PERFORMED N SKILLED MATERIALS OR RUBBISH; PREMISES TO BE SWEPT 20. PATCH ALL AREAS WHERE THE FLOOR IS NOT - ___I Q
AND QUALIFIED WORKMEN IN ACCORDANCE WITH DEAD END CORRIDOR LIMIT: 20'-0"
THE BEST PRACTICES OF THE TRADES INVOLVED CLEAN DAILY. LEVEL OR TRUE PRIOR TO THE INSTALLATION OF 27. FURNITURE AND FINISHES SHOWN FOR Z � � -J Lp
SPECIFIED FLOOR FINISH(-ES). INFORMATION ONLY. INFORMATION TO BE � N > Q
AND IN COMPLIANCE WITH BUILDING REGULATIONS 12. THE CONTRACTOR TO PROVIDE FINAL CLEANING PROVIDED BY OWNER. (-
AND/OR GOVERNMENT LAWS, STATUTES OR OF ALL AREAS OF WORK INCLUDING THE 21. CONTRACTOR IS RESPONSIBLE FOR PROVIDING WALL LEGEND z
ORDINANCES CONCERNING THE USE OF UNION CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO ADEQUATE BLOCKING FOR WALL SUPPORTED 28. EXTERIOR BUILDING TO BE PRE-ENGINEERED O
LABOR. INCLUDE WINDOWS AND CEILINGS. ELEMENTS INCLUDING MILLWORK, EQUIPMENT, BUILDING BY CENTRURY STEEL BLDGS, JOB # EXISTING BUILDING _Q �� Cn
O
FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY 12758. CONFIRM ALL DIMENSIONS AND OPENING
13. DO NOT SCALE DRAWINGS; DIMENSIONS EXTENT AND COORDINATE WITH APPROPRIATE LOCATIONS WITH BUILDING DOCUMENTS. __j O � U
5. CONTRACTOR AND SUB-CONTRACTORS TO FIELD GOVERN. LARGER SCALE DRAWINGS TO GOVERN SUBCONTRACTORS. NEW CONSTRUCTION � Q �
VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN OVER SMALLER SCALE DRAWINGS. 29. TRAVEL DISTANCE FROM ANY POINT TO EXIT �
ON DOCUMENTS AND MUST NOTIFY THE ARCHITECT 22. PAINT TO BE APPLIED IN ACCORDANCE WITH TO BE LESS THAN 75'-0". CONTRACTOR TO
OF ANY DISCREPANCIES, OMISSIONS AND/OR 14. IF DIMENSIONS ARE IN QUESTION, THE THE MANUFACTURER'S DIRECTIONS OVER PROPERLY COORDINATE WITH PRE-ENGINEERED BUILDING
CONFLICTS PRIOR TO PROCEEDING WITH THE CONTRACTOR IS RESPONSIBLE TO GET PREPARED SURFACES. WALLS TO BE STRAIGHT AND MANUFACTURER.
WORK. CLARIFICATION AND DIRECTION FROM THE SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND
6. FIRE EXTINGUISHERS TO BE PROVIDED PER ARCHITECT PRIOR TO PROCEEDING WITH THE ONE FINISH COAT. FINISHED COAT TO COMPLETELY
N.F.P. CODE. WORK. COVER WITH NO STREAKING OR BLEEDING OF
UNDERCOATS.
75'-0" OVERALL BUILDING DIMENSION TO BE COORDINATED WITH PRE-ENGINEERED BUILDING ,••
PRE-ENGINEERED BUILDING, ❑
OI SEE NOTE 28. ��llll Z Q
�� I 3' In
- - D
9' / 8' 0"1\ O N
N N
7/1
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: II� ---------------------------------------------- --------------------------
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on
o
' LARR1r' : LARRY CEILINGS IN OFFICE AREA TO BE Q
U
2X8 CEILING JOISTS @12" O.C. i w
13'-10" 4'-9" i =
WITH R-19 BATT INSULATION i � Q
AND " GYP. UNDERSIDE OF JOIST, I 28' MOTORHOME STORAGE I i LIJ o '1p (r
" PLYWOOD TOP OF JOIST. i
i ? Li
Z 3'-0"X7'-0" WD i i CD
o DOOR AND FRAME i ( i 00
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'
MARK." MARK L---------------------------------------------- ------------------------- O
LLI
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= LJ
CEILINGS TO BE Q
2X8 CEILING JOISTS @12" O.C.
: 9'-0" H. WITH R-11 BATT INSULATION o
AND �" GYP. INTERIOR, �"GYP. EXTERIOR o
FILE COPY LLJ
OR ""PLYWOOD EXTERIOR (OWNER'S ELECTIVE) oU U
w LL
CD
CONFERENCE' . . . . . : : � C NFERENCE
REVIEWED o
z a
LD Jacksonville Fire Prevention Div,
LU
_ MAY 1 1 2004
. INTERIOR OFFICE WALL TO BE INTERIOR STORAGE WALL TO BE __T -__ ----- -
: - 2X4 @16" O.C. CONSTRUCTION 2X4 @16" O.C. CONSTRUCTION ❑ EXCEPTIONS C r._ r' ``C ;- ��
z CIT! OF i1TL�,N- BEr,CH
o I 9'-0" H. WITH " GYP. IEACH SIDE. 9'-0" H. WITH �" GYP. EACH SIDE OR EXCEPTION� A'S POTED 11 BL'ILDi^'G �G DING
r---- SHEET# 7'Y� � 7.G
- � �" PLYWOOD (OWNER'S ELECTIVE).
- -ef ��i4 APR 1 4 2004
CEILINGS TO BE
L_J
Of 2X8 CEILING JOISTS @12" O.C.
0 9'-0" H. WITH AND I" GYP. UNDERSIDE FjY;
EXTERIOR OFFICE WALLS TO BE OR J"PLYWOOD (OWNER'S ELECTIVE) - . -___._- I
. :. . .
- -
❑ CONSTRUCTION
f
� 9' 0" H WITH R 11 BATT INSULATION
OR PLYWOODNEXTIEORIOR (OWNER SRELECT'IVE)IOR REVISIONS:
STORAGE APPROVED
CITY OF ATLANTIC BEACH
o I 131JIL-DING FFICK
AY 0 8 2003
Fil
00
RECEPTION RECEPTION I I _ FLOOR PLAN,
CLG PLAN,
GEN. NOTES &
❑ ❑ TAW
❑ �
A `y
14'-0"H. OVERHEAD DOOR 14'-0"H. OVERHEAD DOOR '�x SPECIFICATIONS
EXTERIOR BUILDIN WALLS TO BE 4'-0"X3'-0" H.M 3'-0"X7'-0" H.M. '
2X4 @16" O.C. CONSTRUCTION WINDOW AND FR DOOR AND FRAME =LC►�1i��1� `.
9'-0" H. WITH R-11 BATT INSULA ION • V 4, •q tf�`
AND " GYP. ON FFICE SIDE. 1'e►���
Com.11 ' ,
6'-0" 4'-0" 6'-0" 3'-0"
REFLECTED CEILING PLAN FLOOR PLAN �'�� •r� A 1
SCALE: 1/8" = 1'-0" SCALE: 1/4" = 1'-0" ` ,•
con �� o
� o
C
Cd
ID SUPPLY ELECTRIC FOR
A C SUPPLY ELECTRIC FOR
ABOVE CEILING \
�-� / WATER HEATER ABOVE CEILING 1
I
3NOHd qp
x� `• , LEGEND
/ I
A/C I N AIR COMPRESSOR
/ ` \ / / L J ' � V E TELEPHONE OUTLET
/ /
220V OUTLET FOR ,v C.A.T.V. OUTLET
I
CAR LIFT
L _ __ J I // `� o \` 9 / $ SINGLE POLE LIGHT SWITCH
EMERGENCY 220V /
db LIGHT SWITCH w/ DIMMER
/ 3 WAY SWITCH
4 WAY SWITCH
CEILING LIGHT
db
/ WALL SCONCE LIGHT
RECESSED CAN LIGHT
G SMOKE DETECTOR
S.D.
(p WALL OUTLET
/ 1p SWITCHED OUTLET c
EMERGENCY 4 tn
i LIGHr G® GFI OUTLET cN
i kh
220 VOLT OUTLET w
220V
EXHAUST FAN U
/ I r � � d
EXHAUST FAN W/ LIGHT W
I i ® CEILING MOUNTED HANGING LIGHT a
PHNEfi, I / \\ �� Ha ht
ging
CEILING FAN
db
�— — _— _ - - 1 / w
V
CEILING FAN W/ LIGHT Q
- ---- I u
' w
LIGHT ONLY / WIRED FOR FUTURE FAN
/ \
N NE DOUBLE 4' FLOURESCENT Imo"
ELECTRIC PANEL I I I ��
3NOHd nmc
TO BE LOCATED
2' X 4' SURFACE MOUNTED
BY ELECTRICAL I I I FLUORESCENT LIGHT FIXTURE
CONTRACTOR
/ I UNDER-CABINET FLUORESCENT LIGHT
EMERGENCY
/ LIGHT
a
STEREO SPEAKER
\ I I I Q STEREO VOLUMN CONTROL A
M
EMERGENCY c
LIGHT
0FExIT NOTE :
qpqpa `
wr wr 1 . PROVIDE AFCI 'S (ARC-FAULT CIRCUIT 0
INTERRUPTERS IN ALL DWELLING UNIT O \
BEDROOMS PER NEC ARTICLE 210-12)
1
2 . ALL SMOKE DETECTORS ARE TO BE Drawings By:
HARDWIRED AND INTERCONNECTED. David Willis
CAD Drafting
1031 N. 21st Street
ax Beach, FL 32250
ELECTRICAL PLAN lo,
(904) 249-4040
Job #:
SCALE: 1/4" = 1'-0" XXX X
Date:
02/25/04
Sheet #:
E1
i
SII
IC l I STRUCTURAL GENERALNOTES
II 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND IN
COORDINATION WITH OTHER CONTRACT DOCUMENTS. IN THE EVENT OF
DISCREPANCY CONTRACTOR SHALL NOTIFY THE ENGINEER
CONFLICT. FOR RESOLUTION OF
I� I
2. GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION,
f; TYPE AND DIRECTION OF ALL PADS, DEPRESSIONS, BOLTS, SLEEVES, ANCHORS,
PIPING, ETC. TO BE SET IN OR UNDER CONCRETE AND/OR MASONRY
4 i I BEFORE THE POUR OR ERECTION IS PERFORMED. ALL BUILT-IN T IN ITEMS AND
INDENTATIONS OR ELEVATIONS ARE TO BE SET BY THE GENERAL CONTRACTOR IN
i
STRICT ACCORDANCE WITH REVIEWED SHOP DRAWINGS SUPPLIED BY
CONTRACTORS OF THE VARIOUS TRADES. THE
1. n� Irl �n 3. COLUMN ANCHOR BOLTS SHA
�r LL BE POSITIONED WITH A TEMPLATE PER
APPROVED SETTING PLAN PRIOR TO POURING CONCRETE SUPPORT, SECURE NUTS
i TO TEMPLATE PRIOR TO POURING TO PREVENT ROTATION OF BOLTS.
II �I
4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO'ANY
FABRICATION. SHOP DRAWINGS SHALL SHOW ALL MATERIALS REQUIRED WITH
RELATIVE LOCATIONS IN SUFFICIENT DETAIL FOR PROPER APPLICATION AND
ERECTION IN ACCORDANCE WITH ALL CONTRACT DOCUMENTS. CONTRACTOR SHALL
I CHECK AND STAMP SHOP DRAWINGS PRIOR TO FORWARDING THEM TO THE
ENGINEER.
ofi
5. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 2.0
KSF. OWNER SHALL EMPLOY A ALLOWANCES AT ALL FOOTINGS AND LI IED SOILS ENGINEER TO VERIFY BEARING
I .. _ -.. ... _...__- ••-i6r�rr�r•*•--vrrw,�...w-rte.-ter,.....«._._._.. . -a,�..(r_,�... .y.�_._-....-_.
POBSERVEANYSITEPREPARATIONANDFILL
'REPLACEMENT. CERTIFIED WRITTEN REPORTS SHALL BE SUBMITTED TO THE
ENGINEER.
' I
\ ; 6. FOOTING EXCAVATIONS WHICH
CANNOT BE IMMEDIATELY FILLED WITH
FOUNDATION CONCRETE SHALL RECEIVE A FOUR-INCH THICK LAYER OF 500 PSI
TLOWABLE FILL TO MAT" INAADDITION
MUD MAT BENEATH THE FOUNDATION. THE THICKNESS
;OF THE D IT ON TO THE REQUIRED FOUNDATION THICKNESS.
:WHEN REQUIRED,E /ARE
D I
PAI OF UNSUITABLE BEARING FOR FOOTINGS SHALL BE DONE
ER
'BY OVER TING AND BACKFILLING WITH 500 PSI FLOWABLE FILL AS DIRECTED
-'- BY THE PROJECT GEOTECHNICAL ENGINEER.
r00 ------��--
7. ALL CAST-IN-PLACE CONCRETE E UNLESS SPECIFIED OTHERWISE SHALL HAVE A
Q - �• -r-------- 28-DAY(I�j } 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM AND A DRY UNIT WEIGHT OF •`
1' ' �•.-� i, 144-150 PCF. CONCRETE DESIGN, PRODUCTION AND PLACEMENT SHALL BE IN
i L -
G4trr1 :
I4CCORDANCE WITH ACI 301 AND 318. FOR FOOTINGS AND SLABS ON GRADE,
( / COARSE AGGREGATE SHALL BE A GRADATION CONSISTING ON ONE (1) INCH
i' __._ _ ....107" -"•: �! ._�N_ ! ___ _ . MAXIMUM SIZE.
CONCRETE O c ' THAT IS PLACED WHEN THE MEAN DAILY EXPOSURE
TEMPERATURE IS !
LESS THAN 40 F, SHALL BE PLACED IN ACCORDANCE WITH ACI 306
a i
j Q _ RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING", HOT WEATHER`
CONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHEg CONCRETING". ENDED
SLAB-ON-GRADE SHALL HAVE THE THICKNESS AND REINFORCING AS SHOWN
411 NOTED ON THE STRUCTURAL DRAWINGS. CO
FORMED WITH A CONTINUOUS KEYED JOINT. WHERE SAWED
JOINTS SHALL BE +i i
ED JOINTS ARE USED FOR
CONTRACTION JOINTS, DISCONTINUE 1/3 REINFORCING THROUGH THE JOINT. l
MAXIMUM SPACING OF CONTRACTION OR CONSTRUCTION JOINTS SHALL BE AS
HOWN. FILL BENEATH SLABS SHALL BE COMP o
10
ACTED TO 95/o OF THE STANDARD `
L -
OR MAXIMUM DRY DENSITY SEE OTHER CONTRACT DRAWINGS FOR
PIPING, UNDERFLOORLOCA ! NANDEXTENT OF SLAB DEPRESSIONSEMBEDMENTS
•
Q A. DESIGN OF CONTRACTION / CONSTRUCTION JOINT PATTERN FOLLOWS
�, ..►. '"� . AOCEPTED PRACTICE IN THE INDUSTRY. THE ENGINEER ASSUMES
RESPONSIBILITY FOR NO
� R RANDOM CRACKING THAT MAY OCCUR DUE TO CONDITIONS'
'13PYOND HIS CONTROL.
..__ ._.._... ..: ' ._ ...'..._ ALL CAST-IN-PLACE CONCRETE WHICH
HIS TO REMAIN EXPOSED SHALL BE —►
FORMED WITH PLYWOOD OR SONOTUBES AS REQUIRED AND SHALL BE RUBBED TO
I� l._.._. L...•.,,..�__ ,_.,,..� _ .._..I,...._«_:.__ ____•_ ERASE ALL VISUAL EVIDENCE OF FORMING. ALL FORMWORK SHALL EiE REMOVED7�7 �..�
'PROM CONCRETE. NO COVERING OF WOOD OR OTHER FORMING MATERIALS BY
f ��. EARTH BACKFILL OR MASONRY WILL BE PERMITTED:
1a: REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS NOTED '
i 'OTHERWISE, FABRICATED AND PLACED'IN ACCORDANCE WITH ACI 318. PROVIDE �
C� SS"W'TENSION A
�A ON LAP SPLICE UNLESS OTHERWISE NOTED. CONTACT SPLICES MAY ;I
I DE USED AT LAPS. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185
AND SHALL BE LAPPED ONE MESH PLUS .
s ' ' ISQPPORTS AND SPACERS IN STRICT ACCORDANCE WITH CRSIP MANUAL BOF
«� STANDARD PRACTICE, LATEST EDITION. �
{ --••----- ---t� '7 "t STRUCTURAL DESIGN DATA:
(
GOVERNING CODE: FLORIDA BUILDING CODE 2001
GII
ND SNOW LOAD:0 PSF
I` !'
BUILDING IMPORTANCE FACTORS•.: I = IS= I = 1.0
I
'
I71 : ROOF LIVE LOAD............... . 20 PSF......
II
WIND DESIGN DATA:lit I
II ` .
BASIC WIND SPEED: 120mph.
BUILDING CATEGORY:
WIND EXPOSURE: <:.
EARTHQUAKE DESIGN DATA:
h
I Ir; SEISMIC USE GROUP: I
L _.� Sps:0.24 SDI: 0.18 !'I
.,�Q�l� ��-•l 011 74- 't -- � .�a`=-- _ ___ SITE CLASS: D
I
_��� SEISMIC DESIGN CATEGORY: (!
dr 1114.; PRE-ENGINEERED METAL BUILDING DESIGNED AND FURNISHED BY OTHERS
1 _ -� . SEALED BY AN ENGINEER LICENSED IN FLORIDA. '
90 ;T ANDORIDAALL COLUMN LOADS, ANCHOR
:...
OTHER RELATED DETAILS SUPPLIED TO FOUNDATION ENGINEER FOR
Id ,. -- _ •. .1 .: ._�__ E ION/VERIFICATION OF THE BUILDING FOUNDATIONS PRIOR TO CONSTRUCTION.
jj
AE, GENE
RAL CONTRACTOR SHALL VERIFYA
LL
iOffENSIONS WITH THE METAL BUILDING
i I f SHOP DRA WINGS PRIOR TO
I } , NSTRl1C-TIpNh .; f
Bids Due
I _�_�.�T Q . ,a � . , �' � { � : • Re Jam-,► �-�
t, =_=- �; MAY 0 6 Set No
?.004 i
.. :. G
I..
'tie" , .. ��' �." Rev
isions .�.dcF
- r•)
BY: scale I
�s
450
f i I -rte'►.' _.. _�-�! L'7" "�a_F� _ _ Drawn by l
a�•rl �
Charles N Si mon, P.E.
S.E.
_
148 Eagiecrest Drive Checked by
Matthews, NC 28104
704-882-5077
Date
Job No r
toil
�' -,,, r?•=•337 � I
1 h •41 : { a
II I•,®1•,•rte-«�/-+� r••1
I I b s �•;� t CES+ '`� I/
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