HomeMy WebLinkAboutLETTER ENGINEERING REVIEW REQUESTED 1-18-19249 Maitland Ave., Suite 3000 Altamonte Springs, FL 32701
D 0: (32i)972-0491 F: (407)880-23091 E: info@fdseng.com
Website: www.fds6ng.com CA#9161
ENGINEERING ASSOCIATES
January 18, 2019 l�
Building Department �oZ
Reference: Classic Construction of S. FL. SCANNED
17 l
Subdivision: Lakewood Park BY
Address: 7801 Ft. Walton Ave
St Lucie County.
Model/Elevation: P08-01315-049A-Crystal
KA# 18-5453
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To whom it may concern,
Based upon a conversation with Classic Construction of S. FL. Homes, we have been
asked to review the above -mentioned project.
It has been .brought to our attention, that .the contractor has requested engineering review
for. multiple revisions and repairs. Therefore, clarification.has been requested. Please
reference the information listed below.
1.) After review, the contractor shall reference the attached sheet(s) for repair
clarification and specifications.
i
Based upon' our structural review, we certify that the above repair(s) 'is adequate and
acceptable for the design loads of this project.
Sincerely,
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249 Maitland Ave., Suite-3000 Altamonte Springs, FL 32701
D P: (321)972-0491 1 F: (407)880-23091 E: info@fdseng.com
Website: www.fdseng.com CA#9161
ENGINEERING ASSOCIATES
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�r Note: Contractor shall use Detail 1/ S-2 Connector
legend callout [F.] for connector options(See attached )
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L i T.O.W. Bearin 9'
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Floor Plan
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O5/8" X 12" EXPANSION BOLT W/ 2" WASHER
OR 1/2"X12" J-BOLT W/ 2" WASHER @ 48" O.C.
w/ 8-1/2" MIN. EMBEDMENT
2 4 W/ -10d X 1/8" AILS ONE.5/
PA r A
1/S-2 Detail [El
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3068 '
Contractor small install ;
WF2:1 for Knee Wall. �2
EN'TRY
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10'-O" C LG '
(2) 2X12 BEANA
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Doing Business with a Service Mindset and ant✓ 00",r"beswl�,.
249 Maitland Ave., Suite 3000 Altamonte Springs, FL 32701
P: (321)972-0491 1 F: (407)880-2309 I E: info@fdseng.com
• www.f sen .com CA#9161
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ENGINEERING ASSOCIATES
2x6112 SYP P.T. =�
W1(2)'/Vx5"
WEDGEANCHOR
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OVERHEAD SECTIONAL
DOOR TRACK.WI18" X
1 1l2" STEEL LAG BOLT
W/ WASHER. LAIN. 6 PER
TRACK TO JAIAB:
(5)1J2': da T&6n2 wJ
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ri>in. 6" embed rieni
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ETL
FILLED CELL'N/ 65
TYP. FILLED CELL
VERTICAL �\
MIN. 5 PER JAMB.
_ CONT. P.T, Q —
WOOD SYP 2" X 6"
TRIM
2"x6" P.T. WOOD'JAA16 —
DOOR AND CONNECTION PER
GARAGE DOOR MANUFACTURER
TYP. GARAGE DOOR
TRACK MOUNTING DETAIL
J S-2 Details.
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SECTIONAL
OVERHEAD
DOOR
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GARAGE SLAB
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Carl A. Brown, P.E. �f : To Born, P.E:
FL. # 56126 0-F ff2 . u,
"Doing Business with a Service Mindset and p J,
D 249 Maitland Ave., Suite 3000 Altamonte Springs;FL 32701
P: (321)972-0491 1 F: (407)880-2309 1 E: info@fdseng.com
Website: www.fdseng.com CA#9161
ENGINEERING ASSOCIATES
STRUCTURAL
SHEATHING
FRAME OUT TO
BLOCK EDGE
i
2x #2 SYP---7—,--,
PT BASE PLATE
OP KNOCK OUT COURSE
CLIP EACH•TRUSS
(SEE ROOF PLAN FOR TYPE)
EXTERIOR SHEATING
ATTACHED' PER NAILING
SCHEDULE FROM TOP OF
4� KNEEWALL TO BOTTOM
OTHERWISE SP2 CLIPS AT
I TOP AND SPi CLIPS AT BASE
ARE REQUIRED.
(2) 2x TOP PLATE
--�-- MIN 2x4 #2 SPF
AT 16" O.C.
1/2" x 8'
ANCHOR BOLT
@ 32" O.C. AND
6" FROM END
CMU WALL
WF21 KNEEWALL ENTRY
SCALE: 3/4"=1'-0"
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Contractor may use
2x61.L.O. 2x4
*1/2" dia. Titen2 w/ min. 6" embedment
WF21. Detail
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"Doing Business with it Service Mindset and an Eyte►igky Ei �i�l�a�a�°