HomeMy WebLinkAboutBUILDING PERMIT APPLICATION (2)ALL APPLICABLE INFO MUST BE COMPLETED FOg APPLICATION TO BE ACCEPTED
Date:
1
Permit Number:
RECEIVED
Building Permit Application MAR 0 7 2022
Planning and Development Services St.Lucie County
Building and Code Regulation Division Permitting
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X
PERMIT APPLICATION FOR: Dock/Seawall
PROPOSED IMPROVEMEn ATIQN
Address: 1221 NETTLES BLVD
Legal Description: NETTLES ISLAND INC, A CONDO.-SECTION II PARCEL 1221
Property Tax ID#: 4502-501-1408-000-8 Lot No. 1221
Site Plan Name: Block No.
Project Name: BUSTTER DOCK
Setbacks Front Back: Right Side: Left Side:
DEt`AILED
CONSTRUCT A 160 SQ FT DOCK WITH (1) BOAT LIFT
h n
CON
r
7RUC7ifONINFORMATION s;
Addition a wor to' e oe orme itundertisperm —c ec a t=apply:
1IHVAC Gas Tank Gas Piping Shutters OWindows/Doors
0 Electric 0 Plumbing Sprinklers Generator Roof Roof pitch
Total Sq. Ft-of Construction 160 S . Ft.of First Floor:
Cost of Construction: s i Z 06 Utilities:llSewer Septic Building Height:
4WN R/i.ESSEE5 h
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Name JOHANNA BUSTTER Name: OTI$LEONARD
Address: 1221 NETTLES BLVD Company: OTIS LEONARDS DOCKS&ACCESSORIES
City: 'JENSEN BEACH State: FL Address: 1608 APACHE AVE
ZipCoder 34957 Fax: STUARTCity`State: FL
Phone No. 954-592-4287 Zip Code: 34994 Fax:
E-Mail• jbustter@yahoo.com Phone No. 772-263-2764
Fill in fee simple Title Holder on next page(if different E-Mail: LEONARDSTR(PAOL.COM fi
from the Owner listed above) State or County License:
1[:alue of construction is$2500 or more,aRECORDED Notice of Commencement is required.
SUP'P1.EMENTAL CONSTRUCTfN LtN lAW'If1 ORii l4TIQN:E 4r
DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable
Name: PAUL WELCH. INC Name:
Address: 1984 BILTMORE DR#114 Address:
City: PORT ST LUCIE State: FL City: State:
Zip: 34982 Phone 2-785-9888 Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address:Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structurewhichisinconflictwithanyapplicableHomeOwnersAssociationrules,bylaws or and covenants that may restrict or prohibit suchstructure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration ofthe granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record'a Notice of Commencement may result in your paying twice for
improvements to your property.A Notice of,Commencement must be recorded and posted on the jobsitebeforethefirstinspection. If you intend to obtain financing; consult with lender or an attorney efore
commencing work or recording our Notice of Commencement
Signature of Owne Cont as en or wner Signature of Contractor/License Holder
I-- 2 0
STATE OF
COUNTY
FLORIDA
a STATE OF FLORIDA
COUNTY OF f% Y- y l
The forgoing instrument was acknowledged before me The for oing instr ment was acknowledged before me
this_ieday of ,)(A i3 W 20 ZJ by this ay of `N O/f ggbF_r ,20 21 by
0(1 o nNw rJu 0+e'(C l 1 c, LcU n O-q
ame of person making statement Name of erson making statement
Personally Known OR Produced Identificatiop Personally Known V2 OR Produced Identification
Type of Identification Y Type of Identification
Produced rt, Q'r LiC(/n'Sk-J
o Produced x 111111111111 j
i
50,
17.?pd;••9
SlgiWture of Notary Public-State of Florida) Signatu a of Notary Public St to ol lor9&
Commission No. L'!Z Seal) 3 a Commission No. a . c:4
ii20 .ndeb®
igl CcSZA`
MillN
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev.8/2/17
i
1
w
y fS`
9'
LQ Nettles Island Inc., A Condominium f
t 98ot South Ocean Drive,Jensen Beach, PI.34957
772) 229-2930
Fax: (772)229-9901 i
FL0R1 4' Email: NIBoardPcomcast.net
www.Nettle§IslandCondo.com i
i
September 151h,2021
Johanna Bustter
1071 Hamlin Terrace APPROVED
Davie,FL 33325
JBUSTTERRYAHOO.COM
4
RE: Lot 1221 —Dock and Boat Lift
Dear Ms.Busster,
i
The Association approves of your plans to install a dock and boatlift on the water within the rear property pins
of Lot 1221,as indicated on the documents submitted with this request.Please be advised of the following j
Nettles Island Rules and Regulations:
i
i
Article 9.1, "Rescue ladders will be required on all dock construction for safety."
t
i
Article 10.1(a), "Nothing may be affixed, attached, over, or bear weight, in any way, on the seawall and cap,
except conduits for water and electric may extend over the seawall to a Unit Owner's dock or boat lift and must
not be affixed to the seawall or cap."
Please review and adhere to all N.I.waterfront property usage rules and regulations and present copies of all i
applicable county permits to the condo office prior to construction. Any further modifications must be
submitted to condo office for approval.Also,please be advised that all Architectural approvals issued by
Nettles Island are valid for six(6)months.If additional time is needed,owners must submit supporting
documentation to request an additional six(6)months.
Respectfully,
Chuck Rutherford or Tom Fitzgerald
Nettles Island Board of Directors
I
Cc: Kelly Warden,Mgr.,File
CR/TF/ko r
i
Please be advisedthat Architectural Conintittee assumes no responsibilityfor the strirchiral adequacy,capacity or safetyfeatures of
the proposed construction,alteration or addition,orforpeiforniance,workmanship or quality ofivork ofany contractor or ofthe
completed alteration or description and shall not be relied upon as an approval or warranty regarding engineering and structural
design, building or zoning code compliance,feasibility or matketabilityfor anypuipose,or compliance with applicable building
ordinances,standards,ds,or regulations. By approving the plans and specifications,neither the Architectural Conintillee or the
members thereof, the Association, the Board,its employees and representatives assinnes any liability or responsibility therefore, orfor
any defect in,any structure constructed therefrom,and saidpersonsfiuYher specifically exchidefrom such approval any implied
warranty ofnierchantability andfitness for arry penpose.
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i.PAUt-WELCH INC.
i[tir_ 1 MECH-ELECT-CIVILENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIL, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
1"= 5'
BUSTTER r
j f--Jerner&Associates, Inc. 5 ET 1
r — Marine&Environmental Consulting Date:911121
1221 NETTLES BLVD 2537SEAlfonsoAve. FortSt.Lucie,FL34952
Ph.(772)283-2950
JENSEN BEACH JERNER@BELLSOUTH.NET OCT 0 7 2021
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PROVEC'T SITES
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BUSTTER Jerner&Associates,Inc. Sh ET z
Marine&Environmental Consulting Date:911121
1221 NETTLES BLVD l ?E J 2537SE Alfonso Ave. Por-tSt.Lucie,FL34952
l Ph.(772)283-2950
JENSEN BEACH ERNER@BELLSOUTH.NET 0 C T 0'T2021
NORTH
i NETTLES ISLAND INC,A CONDO-SECTION II PARCEL 1221
i• i
EXISTING STEEL SHEET iQ
PILE W DECKED CAPQ' NO ELECTRIC/WATER/STRUCTURE 34.64'5HORELINE 16.5'x 1' VERWATER
i ATTACHMENTS TO SEAWALL CAP i
CONCRETESEA WALL CAP I SEEN I Iju
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N.
o!1 2QVESSEL
TURBIDITY
10'X II'MARGINAL PIER=110 SQ FT CURTAIN
2'X 17MARGINAL PIER=34 SQ FT BARREN SANDY CANAL BOTTOM WITH16.5'X1'OVERWATER DECK CAP= 16.5'
OYSTER&SHELL FRAGMENT. SAVSURVEYTOTALDOCKAREA =160.SSQ FT
PERFORMED WITHIN 50'RADIUS OF PROJECT
MANMADE CANAL SITE ON AUGUST 31,2021 BY BRUCEJERNER
j 5'
BUSTTER i—l—, Jerner rAssociates,Inc. 5 ET 3
Marine r Environmental Consulting Date:911/21
1221 NETTLES BLVD e 2537SEA1fonsoAve. Port St.Lucic,FL34952
Ph.(772)283-2950
JENSEN BEACH s k r JERNER@BELLSOUTH.NET OCT'0 T 7 2021
UQCILIGH BOLTS
3- TO DOCK
PLACES
N13T SUPPLICD
SEAWALL./ . /_, \
k .\g. 2a | . | | }
61*
MEM\ ;
NON SKID STEPS
ML WL EXTRUDED
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SCHEDULE40
ALUMINUM TUBING
X»2«¥ _.,, . :
19
jerner&Associates,
Date:1221 \ t Environmental '
2537SE Alfonso Avc. Port St.
JENSEN : 8 , ' '
4 1 0 .
Pier Section Thru Pier Plan View
Live Load 40 lbs./Sq Ft
Dead Load 5 lbs./Sq Ft
2'- 10'
SGL Bolts, Nut, r
Washers 5/8"S.S.- °'
304) w Nut Fully e
Threaded s.=._-._._._._.= h
2- 10'
9
Composite Decking w o;minimal plank spacing.
s Fasten w#10 3"SS(304)
Screws, 2 per Stringer A
LO A I Al
IAI II col
Y2"x 8"P.T. SYP, .40 co
ACQ treated stringers to
be buttjointed, butt
joints to be staggered. of
2"x 8"P.T. SYP, .40
LW._.. ACQ treated DBL bents AI
101 101
co
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e_
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R I
GRADE Stringers 24" -
0.C.Max
Min. 8"Dia. 2.5
CCA treated piles Center Stringer(s)foe Nailed w(2)#16 SS(304)Ring
Shank Nails @ Each Bent, Outside Stringers Face Nailed
w#16 SS(304)Ring Shank Nails Inside or Outside
New Pilings jetted to a minimum depth of 6'and as Design Windload Information
necessary to provide adequate bearing and stability Code:FBC 2017 6TH ADD/FRC 2017/
ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure`D"
Importance Factor: 1.0
Internal Pressure Coeff.:0.00
Height <10 Ft. Mean
B USTTER L4- Jerner&Associates,Inc. SH T 5
1221 NETTLES BLVD
Marinee'r Environmental Consulting Date:.911/21
f, 2537SEA1fonsoAve. Port Sr.Lucie,FL34952
a Pk(772)283-2950
JENSEN BEACH r JERNER@BELLSOUTH.NET OCT 4-T-2Q21
1
HURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
5 B 8
s
7 PLM SPACM
I1
a aAPMl1OT/ A B
RECOMMENDED92
4.500 US 150' 1327 It•To 10'DIA
7 rJ DIRECT DRIVE 7,000 US 1D0' 144 Ir To 1o•DIA Piing Penetration
OPTION 10,000 IS 150' 150' g'To 10'DIA To Be 10'Into The
II 4 1 1 4 I, 13.000 LB 150' 15T g•To 10'DIA Sand Bottom 0r 5'
1e,00o LB 150' Fee• 9•To—IV'DIA Into The Rock strata
3 4 20A00 LB 1e6• 15W 10•To 12•DIA Recommend
2 24,000 US 192• 1gr f0'To 1Y DIA a Plw
2 9 A WT-TO-DLrr B cwat-10-cwat
4 III T DRDIRECTDRIVE
OPTION
OUT—TO—OUT
to" 1 2 3 4 5 6 7 8 9
G Top 2 Cradles Bunk Q We D.D. U.H.S.
Uft Bean pr lift g Cab,e Poet IfteringsWNdrGer Oer
Cop, Ckannel I—Bean Hsee Motor
SIM size eight M.P.
Motor
2 Ea ON x 4'W 2 Ea) (2 Ea.)
2W x..
1
x 132/O
4) 3/4 H.P. 1 H.P.
5/1W 120/20A150•4 4,03 WIL/Lin Ft
8'
240/10A
2 Ea.
5M x.te
2 Ea) (2 Ea.)
x•35.21 1 H.P.
5Hx4
7,000/ 2.25 W :144/0 1 Part 5 Ea,) 1 1/2 H.P.
1t10' 4.70 WL/Lln Ft Yxe'dM' 375'DI 2440 240/t0A
P r
I I k
BH x.17 e liu Wood Y Sdk1 LUMOJUM
SOLID (2 Ea.) (2 Ea.)
101000/ 2.5 W S/4 H.P.
x.20 x 1 O Carpeted WINDER 120/20A 1 M.P.
Stainless Steel PAing Mount Bracket 150' e.1B WL/LIn FL 4) 8061—Te 240 OA 240/l0A
B'H x 5'W
E'—
2 Ea.)With 2-3/8'Bolts Connecting The 7H x.17 5/15' ALUM.
Bracket To The Assembly. x.2g .02 W!/LYi FL SST.
1 1/2 H.P.
2-3/B'xr Stainless Steel Lag Bolts 150' 2 Ea.) 240/t0A
Into The Side Of Piing 7H x.210 IO.41x• W x10'x144• 2 Part 2 Ea.)
15,000/ 3.5 W x&0 PT 1 H.P. 1 1/2 H.P.
150• B5{WL/LH FL wood
240/10A 240/110A
10'H x e'W 3'rA0'xi6e' 2 Ea)
20,000/ i7Sw x.41 .25 PT (4) e Ea)
ie841 L64 WL/un0t Crpp ted s/1eWood • 10' Y Sdid SOLD~12/1.
10'H x e'W YxiPrdg2' M.6001-7d LuKMM 2 Ea.)
2{,000/ 17tf.25
w xjp0'p ALUM. I WINDER 1 1/2 H.P.411
for 10.25 Wt/Lin FL Cpelted 1 3 Part 240/10A
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED &ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7th EDITION 2020 FLORIDA BUILDING CODE.
NOTE:
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF Vut= 180 MPH, VAm = 139 MPH (3 SEC. GUST) EXPOSURE'D'
WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND NAND
SPEEDS OF Wlt=90 MPH IN EXPOSURE'C' OR 80 MPH IN EXPOSURE'D'.
OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING.WINDSTORM EVENT IN EXCESS Vaed AS CALA70 BELOW, PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILYREMOVEDORREPOSITIONEDDURNINGPERIODSOFHIGHWINDVELOCITYSHALLBEPOSTEDWITHALEGIBLEANDREADILYVISIBLEDECALORPAINTEDINSTRUCTIONSTOBETHE
OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU ASBEINGAHURRICANEWARNINGORALERT. THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
CONTAINED HEREIN. Vasd MAY BE CALCULATED BY THE FOLLOWING FORMULA: Vasd - v0.6 a VuIL DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
RATIOS AS CONFIRMED BY OTHERS: B/s-3, s/h a 0.75. FOR A Cf of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
DIMENSION.
CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
ONLY.
THIS DETAIL IS PREPARED AS A GENERAL NON-SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BESEASONEDWOODWITHG-0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFICENGINEERINGMAYBEREQUIREDASDETERMINEDBYTHEBUILDINGINSPECTORANDPERMITTINGCONTRACTOR. CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OFTHISDETAILASTHISISNOTASITESPECIFICDRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE.
ALUMINUM
MATERIAL 6051 T6 ALUMINUMALLWELDSAREMIN. 1/4' FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
VERIFIED BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
FASTENERS
ALL ANCHORS TO BE HILT! BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL& MEET THE REQUIREMENTS OF ASTM A304 WITH
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD&BOLT HEAD &BETWEEN WOOD &NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,
CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT 11 OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES.
ALUMWEIGHTNUM)
11.7 milsR(0.3000NTACT WTH CONCRETEmm)MIN. TOTAL THICKNESSDIWOODACCCCORDANCE WITH CURRENT
SHALL BE PROTECTED
FLORIDA BUILDING
Y"KOPPERS MINOUS
CDE.
PAINT'
WELDS PER FLORIDA EBUILDING CODE.
PE UHMW ULTRA HIGH MOLECULAR
SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
SPECIALTY ENGINEER SERVICES&SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR at al. INDEMNIFIES& SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABMICATION, SYSTEM ERECTION &CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES&FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
CERTIFICATION OR AFFIRMATIONS ARE INTENDED.
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
VOID WITHOUT HURRICANE SEAL OVER NAME
NAMEL Oscar M. Bermudez, PE. DATE:
ADDRESSI Reg. Florida No. 55141
CITYi STATEL ZIP,
HURRICANE BOAT LIFTS
3301 S.E. Slater Street 2237 W
Engineering,
Woods Edge Circle
Stuart, Florlda 34997 Orlando, FL 32817
772)-781-2556
Fax (772)-781-4854