HomeMy WebLinkAboutFDS ENGINEERING PAPERWORK249 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
lax
IDS / KA Project #:
Builder / Contractor:
Adams Homes — Port St Lucie
Plan / Model:
Name, Elevation, Garage
Community / Lot / Block:
Community / xx / xxx
Address:
xxx Street Na a Ci State, Zip
Application / Permit #:
1908-0292, 1908-0243 1908-0295, 1908-0291, 1908-0262,
1908-0259, 1910-0393, 1911-0052, 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.
1. 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.
`e,�•en eu4•
If you have any questions, please doag8isiite
NSF'.
November 27, 2019 No7,1�e t November 27, 2019
Y
4
Carl A. Brown, RE Todd '. Bo For: u� = Luis Pablo Torres, PE
FLPE# 56126 F#. Q r FLPE# 87864
OR
If Seal and Signature are not blue or can't be smu9e6for authorization FILE COPY
"Doing Business with a Service Mindset and 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
Sincerely,
November 27, 2019
Carl A. Brown, P.E
FLPE# 56126
If Seal and Signature are not blue or can't be
M. 130 14
'OEI� SF ' • lovember 27, 2019
82126
Pe :�rtIT% Pablo Torres, PE
87864
ORS ,t
"Doing Business with a Service Mindset and an Eye for Detail"
249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701
LP 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
DesT n
Manufacture
Model
Attachment
Approval N
Presf ures
Method
Roofing:
1st Choice
CWWT'APT.
VOkdjM. %Ud
CaTtcoeoA9
KULSILY4ESW/12GWGEROD TING
MAD S. 3/3• &•ON HEADS. 0 M SHOIr4E.
11.7=1R]0
W/ 31W MIN PCIM114T10N THAN SHUTHBiO
ROOFING VENTS•
113'W J11 EAstF11W1M11 C.]'AG GAIYNTAI RItJO SwAVt HDY1H0 NNl. R215S0.1 R-1
i+nAue. o-r. •D!T aem• +•BCDM rnDr ar a•nn CJ v
ROOFING UNDERLAYMENT:
1st Choice
DuvO
TirtuU TN \iShM{1
UNDElWY1Rm Swat tlEAENIrD AVD
1=21O•H3
n rii �
s <MA•T- :RA .wraslr T
ATTACHED W ACCORDN:CCIMTH
�0i16
T
2nd Choice
Overhead Garage Doors:
list Choice
I r33.01,MD
CENAY
JAd
1a.7
(3)2 P-T. VIA.AI IAY[1YLTS
(5)]/2•D'Axtl"J'BOliS
rt]LSC41
2nd Choice
•30.0/4ZO
CLCPAY
Nrl
rL12T936
Swing Doors:
1st Choice
.OTA/G7.0
RBTRGA$$DODR
4YSNNG
hBtTCIEATIACHlt1]RTDBEtTTKNEDWIM 3/IL•x ]•
TAPCMrB Mx A•RMM TOP R BOTTOM OPNTGLSEL is
AYD NN.SZ'D.C. ixiREL'TD1.M[0.roRTAAM[SILLL
R2040L1
AOT.O/07.0
Ilu�1 AIMOCOHr.
BOSH
r ,
IU
2nd Choice
ratl Aa R
OtTSrJDlG
BLATTACIGD W1M 3/1C x 3' WOOD 5[11M Slat MoM
TOP& OOnCN O.D.
R?.,t
nHR[ArTOL 1TWAAL, AUa310ES1
Sldin
-01•1a0.3
TD°r°TmDmp
TUmd
ilsla•iG.vri,TM`"'10`evv
R 2040.3.17
1st Choice
•�'
NI
3/&•DA 51uYASRJAi'DA I+FADS
AT 30.0.G 1101SOYlALLY. LNM6dIMTO tllS[ MLi[RAL
NA
NA
t1A
<I Ce
SEWLBE BEY[WDNLLl CRf591C
Windows •
M'/ItY7DIf5
LLVBS
ME iLbI[1iLL91D�rAGp W,I GV: niLllAlltN uss t/IL•TYYON
r.f.%DRr
rtST&TQ1 R9
1st Choice
1-0/BO
BrOa Hu.BRN
NKEMRKKMM WQam'. DEBP.M 1O56 IAlI
O(51 �RU M.TD1P rOYpL t/6'mW D. frlulODrAiDBLOCy3
W Wsi=0L MA14GHh M LSr W?a01sR1]YOi
SYWTHATIL\CM IOKHM ib•rd VNWJ[A lww
.A0%50
MY>t`W's
'�
sr[R F•r(j'.sQD
n1TLTLb fl9
150A/50.0
MYANDONs
P.CaIe N'nOPw
{LSILC<.J RJ
N'aCOO LPub'1UR.
Mullions:
\InmBr
WR ATIA:ILYU M WIICVNJ NWON SLLTJISGMIMOCOV0ILT[
TL 1&YrL3
1st Choice
MI Y.TNDCws
Jr.&'
T/F�H AICI ICq 1n1M GmOPi ILYGTH i0 ADIIM A "
N ]9:O NYJCrlC INEli/Vd
E)JEdDMCNT Yf.Tll i• NIYNLY W NDYIGNTIMM 1. 11{UL1.1
IL lObDi2
1.
niw
Tfr ry¢ll•YT
Fixed Glass:
1st Choice
•5AA/50.0
G25
1CH crarlNsuulxAi tSti J/It•uvcDYFunDa
TLSe044.3 R3
1\ 'C
WTM MM IN•[NBED. TO ALL FACTCRY CESCNLTxh9
WRH ALL HOLES NOT DESGYaip KR TAPCOY SHOVID
2nd Choice
BE RN[O W'/ AA SCREWS OP SUMOaR LTH. TO PRY.IDE
s/8'AJi.[1tTED. INTO W000 mm
3rd Choice
Soffit:
1st Choice 155.0/45.0 1UTWi L70 e' B^F/C[D i i/1• M7N `0' O.C. wFOT 'r R16503A R3
Hurricane Panels:
15tChoICO 46��/
y �j w
HL1Dli
PANELLQ-WC.A
WArZUTSATM"0 BOTIONL',21j"NA/,A
ra.ay
BDLT./PN1[Ast4MN ��AAI
I have reviewed the above components of cladding and have approved �.�
use In the structure. (Architect or Engineer of record) : �G E N SF .•
�00
Name: Carl A. Broom Certification Number: Fl. 4 56 6
6
S2S26
Name: TODD M. BORN Certification Number: Fl. 0
•'
Name: Luis Pablo Torres Certification Number. Fi•�6A� _= si
If Seal and Signature are not blue or can't be smudged contact FOR for aTIQ l�ktionST E OF 41ujj C
�i0 R P%
Doing Business with a Service Mindset and �]s�te'fe�M �q' .
J �:
D 249 Maitland Ave, Suite 1)97 Altamonte Springs, ng com
P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com
n - Website: www.fdseng.com CA#9161
ENGINEERING ASSOCIATES
April 24, 2019
Building Department
Ref:
Adams Homes — St. Lucie County
Model/Elevation:
1755 BRH
Lot/Block:
Lot 23 B187 Sec 9
Subdivision:
Ft. Pierce — Indian River Estates
Wind Speed:
160
Exposure:
C
BFS#
1731099
KA # 19-2136
To whom it may concern,
RECEIVED
AUG 14 2019
ST. Lucie County, Permitting
SCANNED
BY
st. LudbCdo0ty
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,
®�
e,�,p�19aill//ffff
" P�
699. M.
82126
4/24/2019 No 4/1
4/2�19
Carl A. Brown, P.E. �iEiT�o�FP.
FL. # 56126 '�•A9
I
f
fire
ren,
"Doing Business with a Service Mindset and an Eye for Detail"
-13