HomeMy WebLinkAboutBoundary SurveyeW rwe�e aar at NORTH LINE OF LOT B4
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CW.D.= COVERED WOOD DECK
OPP = WOO POAER POLE
(D) = DEED
(M) = MEASURED
(C) - CALCULATED
ID = IDEN77FICATION
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RIW = RIGHT OF WAY
—rr—= OVERHEAD U77LI77ES
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SURVEYORSI
1. NO ATTEMPT WAS MADE BY IHIS RRM 70 LOCATE UADERGROUND U77ttTES ONIOR ADJACENT TO
APPROXIMATF LOCAt .t HEREON FROM
ASRUXT DRAWNGS ANDIORON-SITE LOCA TONAND SHOULDr rBEFORE CONSTRUCTON.
*2 NO A T7EMP T WA S MA f r L OCA 7F UNDERGROUND FOO 77NGS OF BUll-DINGS OR
FENCES ON OR ADJ46mr 7o
LANDSr •. WERE NOTf FOR EASEMENTS ANDIOR RIGHTS OF OF
RECORDr
rrf rZE' By GRAPHIC PLOTTNOONLY rr f
r THE FLOODNO. 12111CO188K f^ f
& LEGAL DESCRIP77ON FURNISHED:
,z ADD177OVS OR DELE77ONS 70 SURVEY MAPS OR 07HER THAN THE SIGNING PARTY OR
FARPEs Is PRokanso wTHour w1nat CONSENTt OR
9. t tSHOW,r f BY 7HIS SURVEY
)T TO SCALE
1
I
r, MICHAEL J WDIVER AND JENNIFER MIDNER
.2. BANK OF AMERICA, &A., ITS SUCCESSORS ANDIOR ASSIGNS AS THEIR ImERESr MAY APPEAR
3. SIGNATURE 777LE FLORIDA PAR7NERS, LLC
4. nRsr AMERICAN 777ZE INSURANCE COMPANY
SOU R R°g CER77RlCA77OM
SURVEY MAP AND REPORT OR 7HE COPIES THEREOF AR � NDT Aap mHOUr 77-IE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED S RW- AND MAPPER. 7HE SURVEY DEPICTED
HERE IS NOT COVERED BY PROFESSIONAL LIABILITY lfy�`URANyc:
S0II7H LINE 69- LOT 84 .
4YA •,
0`7t 0 TqR
VINP LOAD COMPLIANCE
Pesign Parameters and A5sum0__5X___Patll
I, Florida Du ldirg CodeEd lion with —N/ A— a pplements and �_I6_
2. Dulldinq Pe5ign 15 EncloEnclosed: Open %IIJ,inq;
3, 05k Category: I X I _III — IV Exposure Category _YL_C ----
4, Fleslgl Wind Velxbi :_160—MFH C 3 sec, cil ___A5G J VP Width of End Zane; 5 4'—R,
5, Mean roof Heigrit; koof i'itch: _l/ A— Parapetmil/
6, Components & Cladding 7e51gn Pressure Used; (P5F, based on Actual 5F @ 30' MFH C wa-st case)
Zone I -30,1 Zone 2 533 Zone 3 -98,1 Zone 4 -36 3 Zone 5 -44,8 Garage -26.0 P5F
1 Pe51gn Loads; Floor N/ A P5F Foof/ 9Q 15 P5F p %Live 20 P5F 3alccny N/ A P5F
Pock N/ A P5F Peck N/ A F5G Stairs N/ A P5F Fence N% A P5F FailInq N/ A P5F
8, Shear Walls Considered for Structure? Yes —X_ No ( if No, attach explanation)
9, Contiruaas Load Path provided? Yes —X No C If No, attach explaiabion)
10. Pesign Soil Dearing Pressure; 2500 P5F
Sod Boring Feguired Yes X No (Dried upon section 1805.2 exception)
51RUCTUM N0TE5
f7l m Cow Om1 f
511\161,E POLE 5WfCH
GFI
GFIOuuf
®
WA-Tk PFOOF GFI ODUf
CEILING MOUNT FIXTTIE
I. 5TFUCTUPAL LUMDSF fO DE HIM-FIF #2 GFAPr OF DETTEF WITH 1000 MIN FIDSF 5TM55VALUE
2, CONGESTS 5LA135 ANP FOOTk5 5-1&1L DE 2500 P51 MIN
3, PNNFOFCING STEEL 5 -I&L DE 6MA 60 OF DSTTEF WITH 30" OVERLAP MIN,
4, CONCrM COVEk OVEF FEINFOFCING 5TSEL SHALL DS 3" MIN
5 FILL SOIL SHALL PS PLACEb IN UFT5 NOf fO SXCEEFJ 12" AN119 COMPACTS? fO A MIN a 957
MOPIFISn PFOCfOF 2%51TY
6, ALL COMPON%T5 OF THI5 5TFUCTUFE HAVE DSSN t7S516NE7 OF 5S1,ECTEP TO MSET INS ULUNT
P7 516N WINP 5PSS12 PI 020
-7, ALL 51MP50N 5TFONG 11S PFOnU IN CONTACT WITH P.S. LUMDSF 5HALL HAVE A MIN. Z-MAX COATING
OF DSTTEF
P-2
P-b P 1
P2
5 P-1 P-2
P-2
P-1 P-1
P-3 �
P-1 XM
p-Z p,2
P-3
P-I 8d l Shank Nai15 a 6"
0 C. Perimeter & 6" 0'C. Fle U
P2 8d P.inq 5hank Na11s @ 6"
O.C. Perimeter & 6" 0 CField
p-3 84 K[rq 5hank Na115 @ 4"
O.C. Perimeter & 6" 0C. Field
C.W
M
Note51 " CR Flywced 5heatl 25' cr Greater Mean
roof height `.hall have IOil F1nq Shank Na is IAndedaimerm Felt
%all Caoplq wk A5TM b 226, Type II Fastened per FPS
2010
poor
ING Z
P-5
Nip
GFI
nice
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GA
Exl5tinq Hobby Faom
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This item has been electronically signed
and sealed by Bowdoin G. Hutchinson, P.E.
w000"
using a Digital Signature and Date. Printed
copies of this document are not considered
signed and sealed and the signature must
s',g:�QRIDP-.•;�a�,���
be verified on any electronic copies.
an
1
GFI 7
electrical plan
' f"
FILE COPY
Y I 16" beep X 16" Wide Modtthlc
rFooter w/ C 3) # 5 Pars Caitlnuws &
Set -In Fpoxi{ Into Exl5tinq Footer 6" Min,
4" 2500 151, Pcured Concrete Slab
on ,006 Vapor barrier w/ 6x6 I0/ 10
Wire Mesh Over Clean Cornpacted
fermtte Treated Fill
6" Deep X 6" Wide Poured Concrete
Curb w/ Flbermesk Feinfarcement
y�cn=Bowdoin G. Hutchinson
a DN: c=US, st=Florida, l=Eort Pierce, o=Bowdoin Grey Hutchinson,
u
Bowdoin I 1 utchinson Date: 2021.1 0619:43:5205'00'
I,-6M I-lGvdI.lUrl
5akh elevation
Truss Connector Schedule
TFU5517
6FAKING
TIZU55
CONNFCfOR
POINT
UPLIFT'
CONNFCTOS
UPLIFT'
FASTFNF 5
Field
WALL
Ibrott
(2) K516
23001t
(I6)1012E1
GA
WALL
280u
(1) L5TA 12
925
UO) lopPA8"
O.C.
fPl/IINEOKMAflON F1Y fK'U55 MANpfA(fl/X'Ek"5 ALL GOAf/i,E'fGK�f.SENf WOK"SfLA.40AC/lN(f(X
EACH LAffl,OA'Y. Xf MANUfAG f!/K'f.'F"SfR'(KS LAYOUffG,C'I.AYOV/ANOS7P,APPIN[a P4Al(MiN,`
■■■ � � lid
■�■ �I I�COUNTY
�• LII 111 IJ III
SOCC
West elevation
-
Tarzicn Plock
w/ 1/2" x5-I/2"
Lags
°
2x6Ff.Duck w/ 1/411x2-1/2"
4
Lag5 @ 12" o.C. 5baggered
°
2 x 6 f S. Puck w/ 1/ 2" x 5-I/ 2' Lag5 & Fender Washers @ 18" O.c
°
Garage boar Buck netail
soar FILE Cpp},
WE NE A SU SPdgNG
1
1
2
2
2
2
0* MM Sus MtECM 0 W —
if-0'aLm We
2
2
3
3
3
3
� a F.L <6GN M10 N FJltl fl0 Gf 7am
W a UN 1 a
2
2
3
3
A
4
Neff MM
MLW V NN2
MaEr V i011g1b Ea
USIMMIM
:
siMp Eta SO AS NMN321MM MM9a
LM13aMISN■M14-16w —
MW ma
RM. WN M.75
M2&: SIm r AN 3w w
FMMMtEaaANNEWw
31W DO MM2 N NtM■ MM —
Nwa W4a"31M8.14d 311/Y
P.T. BM NAE
Pok,1 earinq Header
5-V Crimp Metal koofinq
w/ Modif ed 13ttumen Over 8"
C12X Plywood 51reathinq w/
812 Per roof Nail inq Zcne
Match
EXl5tlnq
f16)(
x6 Top Plate ( Typ)
5mp5on K516 w/
1OV Each Tru5e
(3) Zx 2 FI tch w/ 2"
6o-8o MP Ply between, Glued & 16P
@ 8" OL. W
2x6 Studs @ 24"
O.C. (Typ)
51mp5or 51`6 (Typ)
2x6 PT base
6" Concrete Curb
Attic 5torage
I DO
(16)
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SIDING DOORS, FIXED GLASS, WINDOWS &SKYLIGHTS
FL#OR MIAMI-
PRODUCT
MODEL
MANUF.
GLASS
ATTACHMENTMETHOD
BUILDINGDESIGN
PRODUCT DESIGN
DADE
DE SCRIPTION
PRESSURE
PRESSURE
FL-20461.1
Fiberglass
Smooth Star
Therma Tru
None
#10WS w/1-1/2"Emb@14"O.C.&
-448
+50/-50
Door
within 4" of Corners
FL- 10477.1
Hardie Lap
Artisan Lap
James Hardie
N/A
#&V' Long Ribbed Bugle Head @ 6"
448
92
O.C. Pa ri meter $12" O.C. Field
FL-5587.1
Garage Door
9700/9510
Wind Safe
N/A
5/16"xi-5/8"Lags @2',26",48",72"
-26.0
-30.8
NOA 17-0406.06
Hardie Soffit
Fiber Cement
James Hardie
N/A
2"Shank Nails@4"O.C. All Studs
-44.8
-70
Soffit
FL-17443.1
5-V CRIMP, 26
JA Taylor lnc.
N/A
N/A
111 w/ Sealing Washers@8"O.C.,
787
GA
5/16" Min Embedment
129
12
�6
fix' boor to
Nobbq Poom
Sect ion
i
Hardie 5offt,on 2X4I3lockinq
@ 12" OL. Cattinuol5 @
Parameter ( Typ)
—6'-0" cast.—�
20 Top Plate
( 2) 3 Z" x 14" Parallam
Glued w/ �" Carralge
P&6 @ 24" O.C. W
Hardie Lap 5dinq
e " Plywood w/ 12P @ 4" O.C.
20 Studs @ 24" 0,0
(Fran Wall Only)
20 PT13a5e
' Threaded trod Epoxy -set w/
( 2) 5mp5on HT516
Each Truss
5imp5a M5TA 30
51mp5on 1,5TA 18 /
(4) 20 5tud5
51mp5cr HTTS w/ g "�
Threaded fod Epoxy Set
w/ 8" Min, Embedment
Garacje boor/ Wall Connection
FILE CO
Ix2 PT Prip Edge
Ix6 PT Fascia
x6 PT Sub Fascia
$ Top of 13' am @ 9-4
$ Top of n @ 8-0
— Existnq fesidence
/2" x 5 2" Lags, Gable End
Truss to Exl5tinq Wall @ 48"
O'C. Top & Bottom Cad
il 2' x5-Z' Lags to
Exl5tlnq Wall Studs @
161, O.C.
511np5on 5P8 Each Stud
2" Threaded pod Epoxy-5et
w/ 6" Min, Embedment @
48'' O.C. ( Typ)
See 5ectlon fa
Mae Information