HomeMy WebLinkAboutFDS PAPERWORKJT/C/�- 610"7S
249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701
P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
November 27, 2019
Building Department
SCANNED
BY
St, Lucie County
111-L135
FDS / KA Project #: e
Builder / Contractor: Adams Homes — Port St Lucie
Plan / Model: Name, Elevation, Garage
Community / Lot / Block: Community / xx / xxx
Address: xxx Street ame, City, State, Zi
Application /Permit 4: 1908-0292 1908-0293, 1908-0295-0295, 1908-0291, 1908-0262,
1908-0259,1910-0393,191-0052,1910-0439,1908-0264,
1910-0436,1910-0437
To whom it may concern,
We have been informed that the submitted plans for the aforementioned project have not met the
code compliance requirements necessary for approval. Please find our responses to the areas of
deficiencies or corrections required to achieve compliance.
Comment: Please provide product approval point numbers
Response: See attached product approval chart
2. Comment: Provide compaction note
Response:
ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION:
2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION
REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR
EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT
THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF
FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX.
DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) IN
EQUAL LIFTS NOT TO EXCEEDING 12". THE FOUNDATION SIZES INDICATED
ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL
BEARING CAPACITY OF 2000
PSF.
If you have any questions, please do not hesitate to call.
�//lll Allfll
November27, 2019 Noveml e`2}J,•�, November27, 2019
�-'' t E ��:
82126
Carl A. Brown, P.E To?V., PE _ _ ;� Luis Pablo Torres, PE
FLPE# 56126 F* -" : m�LPE# 87864
WTATE O—
If Seal and Signature are not blue or can't
10N0-,
jXgKnonzatwn
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and an Eye for Detail" DEC 09 ItAs
"Doing Business with a
249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701
P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
` Website:www.fdseng.com
ENGINEERING ASSOCIATES
Sincerely,
November 27, 2019 November 2.'PIP ' "ORi tQqv ember 27, 2019
�vGENSF. .�.
62126
Carl A. Brown, P.E Todd 1 B " ,1° Itups Vablo Torres, PE
FLPE# 56126 FLPE# 6 * - FL} 87864
If Seal and Signature are not blue or can't be smut tapttE®;au; -LQuon
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"Doing Business with a Servielffliq Ft� f an Eye for Detail"
249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701
P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
Product Approval Submittal Affidavit
Building Address: Contractor.
Building Permit:
Product Dosign
Pressures
Manufacture
Modol #
Attachment
Method
Approval #
pp
Roofing:
1st Choice
COUM1TYAPP.
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NAT&3/a'N.t YS D5. a PER SHWG.£.
w/ 3/9• AOY RI.TWVN)N TWO SHEATHNG
n7Ce61 N10
ROOFING VENTS:
bWA ..al 11"MW PASTIA WIT" 31 f.E':GE fAl1'NIPD RWD S+AVA R Hn tMt. •mrw. 1m I I•m.11 n-s win A• 0 CT Calu
ROOFING UNDERLAYMENT:
1st Choice
YIDDOUNa
w wr¢�A.•
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r •T. 9A rwr.vr T
UY]EA7AYLRTJT SH%USEAPPUUDAYO
ARArfEO1VACCORONWE NRM
lMM.a3
T r
2nd Choice
R%O"A
Overhead Garage Doors:
ist Choice
I 130.0/3 o
cLcPAY
fR.1
r.B•P.T. NxOu\o w..7H
(611/rDAE8.9'DOLTS
[LicswA
2nd Choice
1 •30A1Jt0
cLCPAY
B l
n1W79]G
Swing Doors:
1stChoico
1 .CT.0/67.0
RISCRCSASStrODR
nSNNG
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SAr'C0.V9 Li\ A' 1rRTN iOP a eonTA[ oP9(nR_RCn:fls
AM) WI.Sr D.C.IHOCAROL MC D:ORERAMC 9111
sunAaaoNllx a/3cA r NDoo sawn L.DL [RDW
t0P d OOnCU a MLRLLc roVS 0.b NN lc' O.C.
THOILRrT1A. mPULALL ASIDEs
{ITOJGii
2nd Choice
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W WA IHDG4 •.
prp;. ace R
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Sldin
1st Ch0ice
w/3C0.3
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nu ,u.rU� InawvE wv . [ Rua r.
Na153N•lD\C.ON 3/B'trA 5lNVE5LJ/9'DA NEIDs
AT 10' O.C. NMOOYTA LY. EPDMOCKTO DW RUTOLAL
9LULMMMD=LCr6SS114
R20t03.17
A C ni
NA
NA
NA
1st Choice
I !fA/A
MYILYjp/I$°61AILS
STCEYury:frJ
SiE9LbtIF.169DN1Y1Y.aPGgIMn4TItWlCNU5:3/16•TIP[r61
NaJ.tl1 YAM!lR tY'QdID. TD LL N.-f0[tr D[SY!?-3/1-U
n'-tLS ROT tt55vt[Pla [4•CGISI:LID OI NA[DM/.L SCFL'w!
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i nzo sQJ\Limati.A[NnS 3.•aq. nYvw [Atl(DYL\T
n17eTBSR9
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J60.01,10.0
M'/nV7d/✓5
MYnvDOVJ$
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LYC¢YvrL('JrYT
JN96WWl
P.gn•EYP.
FL 1TOTe9 R9
nIM442 R3
Mullions:
1st Choice
ni/')8
SWAINDOWS LR11M
LI
u
Yu'ucu im
311W
i93G NP'ATW rriNt/YVO/DCOUC1T
n.. rnGr
AMCILnn\I N1,D MUM 5ECI5/56 CUP HGO COWLTE
7APMUAN=RNIM S.TiA•W UNGDI TO ADMTA VA
Mn11'NKHuv W9Ep\CVT W�D[1'uNU:I
q<hVrr
RS a•.D11
IL 13
66JJ.
Fixed Glass:
1st Choice
.59.o%so.0
° BLOCK
015
NRHUUOir•1'lN WDED. TO ALL TCAY C(SGWOUT
WITH NOT DESIGWEDKATAPCOYSMCU(D
BE RLLEO N'/R8 SC AS OF SLPTICEM LTH. TO N WE
51W N.N. ABED. n70 NVOO B.'M
niP.fAE•3R°
2nd Choice
3rd Choice
Soffit:
1st Choice 165,0/J5.0 1 HATWO LTD ti'BE/LTD 1 SR•IM1J 10-O,C.w n3GA3A R.3
rr ! ¢
Hurricane Panels:
46 PSF On/
1stCh0lCe 44PsrOT
NDfJ11CAVE aIcaA
PAVELUM. RM
a!�Y,
yq¢
Prep
WIECT RIOL'\7. TCP U•40 Nh.E PMF3NAfEYI/ LLRI
WWAUTSAT12N•O.C.BOTTOM •Al2OSIDLN'AU1131
BOLT./M%EAS CA" .• M
ISL 1
O rr
I [lave reviewed the above components of cladding and have approved their ,�0 .•+G E N S F• •..
use in the structure. (Architect or Engineer of record) �� : '
Name: Carl A. Brown Certification Number. Flo # 56126 a No 62126
Name: TODD M. BORN Certification Number. Fl. # 82126 _
Name: Luis Pablo Torres Certification Number.Fl. # 87864
If Seal and Signature are not blue or can't be smudged contact FOR for authorization
"Doing Business with a Service Mindset and an Eye f
249 Maitland Ave, Suite 3000 Altamonte Springs, FL 32701
r= P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
Website: www.fdseng.com CA#9161
ENGINEERING ASSOCIATES
April 10, 2019
Building Department
Ref:
Lot:
Subdivision:
Address:
Model:
KA#
Truss Company:
Date of drawings:
Job No.:
Wind Speed:
Exposure:
Truss Engineer:
Adams Homes
30 Blk 50 See 7
Indian River Estates
5113 Birch Drive
2010 A RH
19-2135
Builders FirstSource
4/3/19
1731075
160
C
Walter P. Finn
To whom it may concern,
We have reviewed the truss design package for the project referenced above. This truss package
complies with the original design intent and the underlying structure will accommodate all
indicated loads. We approve the truss package without comment based upon the truss layout and
truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss
Engineer.
Please note, this review is only for general conformance with the design concept of the project.
Contractor or sub -contractor is responsible for matching all structural components and details
shown in the construction documents. Contractor or sub -contractor is also responsible for
confirming all quantities and dimensions; selecting appropriate fabrication processes and
techniques; and coordinating work with all other trades.
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
Sincerely,
4/10/2019
4/10/2019
l%J1i11k.'JjJ
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a'e �P . • NoC E
a
86$78
201kb,
Carl A. Brown, P.E. Todd M. Born, P.E. Tancredo 5!d
FL. # 56126 FL. # 82126 FL. # 86578
"Doing Business with a Service Mindset and an Eye for Detail"
uu•.-
J
DEC 09
2"
FILE COPY