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ENGINEERING SUBMITTALS
February 28, 2017
WIND LOAD CERTIFICATION:
CODE FBC 2014 5 TH ADDITION/FRC 2014/ASCE 7-10
WIND SPEED: 170 mph,3 SEC. GUST MW FASTENERS OR ATTACHMENTS
EXPOSURE: "D" ARE THE RESPNIBIMOFTHE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS MPORTANCE FACTOR: 1.0 MFWDR Of RECORD
REQUIRED PY.FIELD.INSPECTORS THAT. INTERNAL PRESSURE COEFF.: 0.00
".-MAYBE NECESSARY-IN QR0ERTO--7'_""
ALL-APPLICABLE CODES:
JOB:
JASCHINSKI RESIDENCE
31 AQUA RA DR.
JENSEN BEACH, FLORIDA 349574 n, n
ST.L'UCF_COUNTY B LNG DIVISION
REV1Ev,T,-t-o F o--R --NIP--VILN( L-E
DATE,
PLANS AND PERMIT MUST BE IaPT ON JOB
OR,NO INSPECTION WML BEKAIL i-)
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email —pwelchinc@aol.com
Paul Welch, P.E. Fla Reg. No. 29,945
r w U
File Copy
Proposed Boat Lift
1
Approximately 11W MHW
Man Made Waterway to
MHW
30'
14' / \
_ Proposed 1( 'oop
/ Boat Lift 14'
\✓ � eme�s.macm / �
Mangroves / Mangroves
MHW
MhW
Shoreline
100'
Single Family Residence
31 Aqua Ra Dr
Jensen Beach Florida
PAUL WELCH 1�11C.
IMECH,ELECT;CIVIL ENe,.
1984 Bil1r� � E'ST #114, .,
PORT.SAli 1L .,JE-LFL:349$4`
T.
Mitchell Jaschinski HarborDate 1-5-17 " : lF x'
Bay Marine °�� 1,
31 Aqua Ra Dr. � °�"
Jensen Beach,Florida 34957 Industries Inc. Reams r a
Seawalls-Docks-Marine Structures
(772)335 7080 harborbaymarine@aol.corti !'
Plan View Cross Section
r� 10'
V
Pawl
iz 10'
O
Boat lift support
piling
Existing dock 10"diameter
(2.5 cca)
i»
`i Existing dock
(4)10"diameter
MHW MHW
IS cca
Wood piling
5'
O Solid soli line 1
I I I
I I I
I j I j
I 10'minimum penetration or as I
I necessary to achieve adequate I
Bearing and stability.
r%A
I I I�r-��I,,..,,,,ff
Bout Lift Piling Detail At& A�: �,I}i+Ir, IviLENG.
" 1�9 lLCI;J�r1f, #11�4
„ , 1T SAtfd f tr)C 349�
Harbor Bay Marine Industries Inc. f^t�1kc �p:�'
Mitchell Jaschinski Y �, akl ��i� G.rvso;z9sas�<
Seawalls*Docks*Marine Structures
31 Aqua Ra Dr
(772)335-7080 harborbaymarine@aol.com
Jensen Beach, Florida 34957
',` Jd,.,l JUj�g'ytpi3' .
P�` Fife copy
HURRICANE BOA T LIFTS
CATEGORY 3 ELEVATOR LIFTS ENGINEERING SPECIFICATIONS
9
7 6
4
2
0
MT PLATE GEAR
H5. OFn0NRf1011 SEE PILE THOU
DIRECT DRAE 1 BRACK DETAIL g
OPnON
2 1
t *.D
zNN GEAR pw r� Tack
OFlIDG
1 2 3 4 5 6 7 8 9 10 11 I�tgjrjck T 'ng,--
Uft2 Gadlss 4 Tracks MAX Guide E.B.D. Flat PIL H.S. U.HS.X2 or Galvanized Bolte _ Bracket
Cap.
per TIN per OH Bunk Size Traek Post Geer Geer Dear Geor Through Bracket and Piling,
Co I—Beam I—Boom Spread Beam I
p Size Size Boarda Size Haight Motor N.P.Molar H.P.Motor H.P.Motor H.P.
SH x 4W 6H x 4W BRACKET DETAIL
x19/.19 x29/.19
PILING MOUNT
3,0001 B'tOn ®ess�,l�p(q 6' 3/4HP 3/4HP 3/4 H.P. 1 H.P.
Yrt 4•�. Y/I 4 FT- 2-S/16'
Y2T r1BH—R 17
5.000#g �lloonngq x 2NEINI2' x30'S.S.
0W 6.181/ 10 0.161/ 3/4HP 3/4HP 3/4 H.P. 1 H.P.
FF77 4. Preaeun �.
n .0 x.41/.25 Treated 2 Part SEE MOUNT
7,000/ 0-4•Long x 25' Co tnd 8'-8• BRACKET DETAIL
O 01 7.023 O 7A23/ Carpeted 3/4HP 3/4HP 3/4 H.P. I H.P.
Wr N Wr FT. io
x.44x 7 x.44 27 2-3/8
10,000/6'-4 long x 44 .30•S.S. 11' 2 1
6.J Fr.
10Yf'N. . 2 Part 3/4HP 3/4HP 3/4 H.P. 1 H.P.
/NNt FR7 3'x10'x14' Mount Bracket t Piling,
12,000/ 4t/limp :425'_ heated 2-3/6' 11' IHP iMP IHP 1 1/2 H.P WedgUse e2Antl/ionStainleu Steel
Wr Through Bracket Into Concrete
ION x GW 1 s x45'S.S. Bracket
x3%29 x'SO/.28 i.15,000/O1'Arr0 LLng Oi0�5 3 Port 12� 1 1/2 H.P
Wi fT 3'x10'x18'
}c �' Pre.eun rc IHP 1HP
17,000( 107/Im x 7128 € N/A Heavy SEAWALL MOUNT
WOr11.6723• W011.6no Treated m 12' Duty 1 1/2 H.P DOCK MOUNT
FT FT Mount Bracket to Dock
H Ii Carpeted 120 Use(2)3/4'Stainless Steel
20,000 x.62�1 x-62/.J1 Thru. Ball.
!} 0 n x 25' 2-3/8' 12' N/A imp
014.29 014.�2/ 1 1/2 H.P MOUNT BRACKET DETAIL
2
WrAIN Wr/UN FT x45'S.S.
12H 7W 12M x 7W
31
24,DOOp 1082�n1 .25, 3 Part 12' N/A IHP 1 1/2 HP
01...2&1 014M
ff
THE.WORK SPECIFIED HEREIN HAS BEEN DESIGNED&ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 5th EDITION 2014 FLORIDA BUILDING CODE
NOTE
THIS LIFTING STRUCTURE WAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF V e 180 MPH,V - 139 MPH(3 SEC.GUST)EXPOSURE'D-
WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD,THE UFDNG STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND
SPEEDS OF V.-GO MPH IN EXPOSURE'C'OR so MPH IN EXPOSURE'0'.
OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Voed AS CALATED BELOW,PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY
REMOVED OR REPOSITIONED DURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED NSTRL=ONS TO BE THE
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 AS
BEING A HURRICANE WARNING OR ALERT.THE UFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER.NO WARRANTY,EXPRESSED OR IMPLIED,IS
CONTAINED HEREIN.Vaal MAY BE CALCULATED BY THE FOLLOWING FORMULA:Vold-v 0.6•Vult.DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
RATIOS AS CONFIRMED BY OTHERS:B/se3,e/h-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 PIES SHALL BE
SEASONED WOOD WITH G-0.55 OR BETTER.SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN,OR STANDARD FIELD CONDITIONS.ADDITIONAL SPECIFIC
ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR.CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF
THIS DETAIL AS THIS IS NOT A SITE SPECIFIC DRAWING,IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE
ALUMINUM
MATERIAL:6061 T6 ALUMINUM
ALL WELDS ARE MIN. 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 HILTI BRAND OR UFR 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 II OR RED HEAD THRU BOLTS.EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES.
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY'KOPPERS Br1UMIHOUS PAINT'OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR
WEIGHT) 11.7 mile(0.30 mm)MN.TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE ALL WELDS PER FLORIDA BUILDING CODE.
B&B CONSULTING ENGINEERS,INC.HAS NOT VISITED THIS JOBSFE.INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.B&B
CONSULTING ENGINEERS,INC.SHALL NOT BE HELD RESPONSIBLE OR LIABLE N ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS,WORK SHALL BE VERIFIED
PRIOR TO CONSTRUCTION.
B&B CONSULTING ENLRNEE RS,INC.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'HERErO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR eL al.INDEMNIFIES&SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ERECTION&CONSTRUCTION
PRACTICES AEYONO-THAT'WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FORM DEVIATIONS OF THIS PLAN,EXCEPT AS EXPRESSLY PROVIDED IN HEREIN,NO
--„!I,CERTIFICAMON,OR:AFFIR►IATIONS ARE INTENDED.
t:•-.,_.;,„f74,IS-�5�.EG�FICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
t f rU /V M1 VOiDrWITHOUT HURRICANE SEAL OVER NAME
Y ' t'o'I?�DnESS'r�t� �� Oscar M. Bermudei PE: DATE:
a r .r�4�✓��AA L(� FloridVNo/. 55141
�? _,"'STATE: F ZIP: 3 Y9�5
U�RR CANE ,-AG LIFTS, / /� ��✓��
B&B Engineers, /
IS E SMer Street
ar`tvs�iorrd1 34997 N.2237 Woods Edge Circle .
�7 Orlando FL. 32817
(77Z) 781 t4854 V