HomeMy WebLinkAboutBuilding PlansI �-- BOUNCIRY LINE ---,
PROPERTY DETAIL
OWNER: MIRIAM SUE MURRELL
ADDRESS: 161 SE SERENATA COURT PORT ST. LUCIE, FL 34983
PARCEL CONTROL NUMBER: 3419-540-0131-000-1
LEGAL DESCRIPTION: RIVER PARK —UNIT 5 BLK 46 LOT 27 (MAP 34 f 28N) (OR
990-2740)
SCOPE OF WORK
DEMOLISH EXISTING FLORIDA ROOM AND REPLACE WITH FRAME ADDITION PER THE
APPROVED PLANS.
APPLICABLE CODES:
FBC 2017 BUILDING
FBC 2017 RESIDENTIAL
NEC 2014
AREA TABULATIONS:
EXISTING PARCEL SQ FT: APPROXIMATELY 9200 SQ FT
STRUCTURE SQ FT: APPROXIMATELY 608 SQ FT
ZONING: RS-4
PROPERTY USE CODE: 0100
3
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DESIGN' PARAMETERS AND ANALYSIS 9
M
22'-11j" CODE EDITIONS: 2017 FLORIDA BUILDING CODE M
CHAPTER 6 OF ASCE 7-10 a ,i
WORK AM THIS Building Design As: Partially Enclosed Enclosed X Open
PERMIT APPLICATION
Wind Tunnel Test
0._ _ was was was _ _ _ _ _ EXISTING CMU STRUCTURE Ultimate Design Wind Speed: (Tables 1609A, 1609B, and 1609C) 170 MPH b ,
a:ow Nominal Design Wind Speed: (Table R301.2.1.3 or 1609.3.1)
xciCtt f
51
F NEW 2_':
ear F4o�o
FT AOOmoN� , 4 °`f ,: Risk Category (table 1604.5) 1 Il X III IV
e • hff , +ita'kE .t,,. iFgr
Wind Importance/Use Factor:
Internal PressureCoefficient: +0.18 ,D.18
t Ex FL0 Garage Door Design Pressure: +psf (positive) —psf (negative)
r ROOM To BE Door Design n Pressure: Int. Zone + sf —psf End Zone)
n�k< oEMousNEa 9 ( ) 41.8 P _ —p (- 41,8 +psf 54.6 —psf
$'3"' Window Design Pressure. (1nt. Zone) 41.8' +psf 45.5 —psf (End Zone) 41.8 +psf 54.6 —psf
tY t al
Exposure
I ,
Impact Protection (Exterior Openings): Approved Shutters Impact Resistant Glass X
i
GENERAL NOTES
{ I THIS STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS
FULLY COMPLETED. IT IS SOLELY THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE AND TO INSURE THE -SAFETY OF THE BUILDING AND ITS
COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING.
N' ` SHEETING, TEMPORARY BRACING, GUYS OR TIE DOWNS WHICH MIGHT BE NECESSARY. SUCH
M MATERIAL SHALL REMAIN THE CONTRACTORS PROPERTY AFTER COMPLETION OF THE PROJECT.
I
IT IS SOLELY THE CONTRACTORS RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES
BOUNORY LINE AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.
; F
MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE IN ANY WAY RELATED TO MECHANICAL EMAR
AC
REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN E�
APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITH SUCH PORTION OF 1.2 2020
THE WORK. EXCESS COST RELATED TO VARIATION -IN MECHANICAL REQUIREMENTS TO BE ounty ae
BORNE BY MECHANICAL CONTRACTOR. rmrmt�`
} � 5
SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THE
GENERAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL
GOVERN.
SITE PLAN
I' THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND
SCALE: — 1 —0 i ELEVATIONS SHOWN ON THE PLANS AND FOR COORDINATING ALL DIMENSIONS AND ELEVATIONS
fl ) }
SHOWN ON THE STRUCTURAL DRAWINGS WITH THOSE SHOWN ON THE ARCHITECTURAL AND I
MECHANICAL DRAWINGS. IF DISCREPANCIES IN T i DISCREPAN IE HE DIMENSIONS OCCUR, )T SHALL BE THE
CONTRACTORS RESPONSIBILITY TO BRING THE DISCREPANCY TO THE ATTENTION OF THE
ARCHITECT/ENGINEER ' BEFORE PROCEEDING WITH THE WORK.
f
UNLESS NOTED OTHERWISE, REQUIREMENTS GIVEN FOR ONE OR MORE LOCATIONS ALSO APPLY
AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE REQUIREMENTS GIVEN SHALL
ADAPTED
BE
TO CONDITIONS AT SUCH OTHER LOCATIONS.
I
I IMATERIAL DIMENSIONS ON PLAN REFLECT NOMINAL DIMENSIONS 1E. /
a PLY
WOODiN
IS
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2 X 42 X 11 IS 1Y� , Y4 , 8 BLOCK IS 7/ .
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FBC 2017 W/ALL
CURRENT SUPPLEMENTS`
COMM.
Oresfmgs, specificagons, and other dacamente,
prepared by Eamon Walsh Construction, Inc..
and their consultants, are Instruments of Service
for use $oley win respect to this Project This
includes documents in electronic form, Eamon
Walsh Constrcction, Inc., and consultants shall be
deterred the authors and owners of their reepectWe
Instruments of Sorvke and shall retain all common
low, statutory and other reserved rights, including
copyrights. The Instruments of Service shall not
ire used b the owner for future addtiare a
afteratiow to this Prokct or for other projecq,
without the prior written agreement of Eamon %.Ish
ConsWction, Inc. Any unauthorized use of the
instruments of Service shag be at the Owners sole
risk and without fmNlity to Eamon Walsh
Construction, Inc., and their consultrnts.
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REVIEWED FOR
DE COMPLIANCE
r. LUCIE COUNTY
,BOCC
1
DMWN
EGW
VARIES
SHEET NU BERciv I R,
I
SAWCUT AN
DOOR AND FRAME SCHEDULE
DOOR FRAME
FIRE
HARDWARE
SIZE
LOUVER
DETAIL
RATING
NOTES
MARK
WD
HGT
THK
MATL
GLAZING
WD HGT MATL
EL
HEAD
JAMB
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LABEL
SET
KEYSIDE
NO
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--
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--
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WINDOW SCHEDULE
MARK
SIZE
TYPE
MATERIAL
NOTES
Width
HEIGHT
1
' -0
4 -0
NEW 306E
IMPACT Gf
SEE ATTACHE
APPF
ATTACHN
NEW:.3'o X 4E
WINDOW, SEE
PRODUCT APPR
ATTACHMD
EXISTING
FLOOR PLANZDEMO PLAN
PROPOSED
FLOOR PLAN
SCALE; 1/"
= 1'-0"
SCALE; Y" =
1'-0"
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FBC 2017 W/ALL
CURRENT SUPPLEMENTS
COPtlbr)N:
Orawbge, epecifhabane, and other doanmese,
pnpared by Fanen Walsh Consbuctson, Inc.,
old Oak Conellltants• OR butruments of Service
for m aohly with Hoped b this PmjwL This
inchasm dowmmts in electronic form. Eamon
Walsh Combculion, Inc., and consultants slob be
domed the authm aml owners of their m"*A
hWamenb of Service and shal retain al common
low, eEsuhry and other roerved dghb, k b
0 The bs ued by de mw forr fulum nhg of � ons orb
abrawe to this Project u far other pproroject,
wbhout the prior wrbten agretowd of Ferman Walsh
Cangnelbn, bc. Any umWwkW use of the
ln* mmb of SeMce shall be d Me Owmrs soh
risk and wbt d babibly to Eamon Walsh
ConsncWn, Inc., errs Ur cowAuntL
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REVIEWED FOR
DE COMPLIANCE
T. LUCIE COUNTY
ROCC
PLAN ty/g;
DTT
06-01-2019
MAN
EGW
VARIES
SHEET NUMBER:
J
GAF- 25 year, 3 Tab Shingle Nailed per code
18 ga. X 24" Gaiv. Valley Flashing
g Underiayment- Grace Ice & Water Shield ;
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71
-43.9 PSF
LEFT ELEVATION
SCALE: ye, 1 s_O,r ,
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cae-,wcM:
FBC 2017 W/ALL
CURRENT SUPPLEMENTS
COMM
Drawings, speciRcoDom. and oiMr docum orte,
prepared by Eamon Walsh Constructwn, Inc,
and their consultants, are Instruments of Servce
for usssolely with respect to this project This
inkpdm documents is electronic farm. Eamon
Walsh Constrauton, Im., and consultants shall be
deemed the authors and owners of their respective
Instruments of Service and shall retain all common
law, statutory and other reserved rights, includsp
copyrights. The Instruments of Service shall not
be used by the owner for future additions or
alterations to this project or for other protects,
without the prior written agreement of Eamon Walsh
Construction, Inc. Any unauthorized on of the
Instruments of Service shall be at the DWI sop
risk and without liability to Eamon Walsh
Construcdon, Inc., and their consultants.
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REVIjEWEDTOR
ODIiE OMPLO'A►NCE
ST. LUCIE COUNTY
BOCCI'
DATE:
06-01-2019
EGW
VARIES
SHEET NUMBER:
ASPHALT SHINGLES.. SEE ATTACHED
.,
PRODUCT APPROVAL SPECS FOR FASTENERS
DRY
D & 1N SPECS.
i
" COX PLYWOOD SHEATHING FASTENED {
TO TltussEs w/aD RS NAILS EVERT IV
h Cathedral Ceding
O.C. AT EDGES & EVERY6" O,C IN FIELD: Gable End with
I
TYP.
Y 1"X 2 DRIP EDGE FASTENED THROUGHFASCIA
CONT FOOTER W 2 5 REBAR
16 %18 0 /Oil ,
INTO TRUSS TAILS W/(1) 8D COMMON NAIL TYP.
» �.
5 REBAR 3-
2 CAM zy "
TH 8" D.C.2) 16-
#5 REBAR DOWELS EMBEDDED i % 6 FASCIA BOARD FASTENED
FROM EDGE/FAR INTO EXISTING TOOTER 6" W/EPDXY & TO TRUSS TAILS W/(3) BD COMMON ---
5
W 3 TIES. TYP NAILS. TYP.
TIED TO CONT #5 REBAR /�
p • - {
(2) �5 REBAR 60 W/90' BEND AT 30
TIED TO CONT 5 REBAR W 3 TiES. TYP. )d ' R30 KRAFT PAPER FACED BATT INSULATION
U
SIMPSON H1OA AT EACH TRUSS FASTENED &.= eI •
> i Xt GWB FASTENED TO BOTTOM CHORD
W/(9) .148 X 1.5 NAILS TO TRUSS & OF TRUSSES W/1.25 COARSE THREAD
-r-- W/(9) •148" X 1.5' NAIL TO (2X), TOP PLATE.
----------------- ------------------
" TYP, DRYWALL SCREWS EVERY 8" O.C. TYP-
16" X 18" CONT FOOTER W/(2) #5 REBAR
NEW 4" CONC SLAB MIN 2500 PSI
1 01 OVER 6 : MIL
POISONED S OVER POISO h
acted fill
,.p VAPOR BARRIER Over Clean Comp -
" COX PLYWOOD SHEATHING FASTENED TO Xz" GWB FASTENED TO STUDS
t STUDS W/BD COMMON NAILS 6" O.C. AT — W/1.25" COARSE THREAD DRYWALL
..... PERIMETER & 8" O.C. IN FIELD. TYP. " SCREWS EVERY b" O.C. TYP.
fi
I F�4:
REBAR 3 I PANSION JOINT
8
O.C. M NERAL`FlBER EXFROM EDGE EARTH i�'" .. . ........ ...., •• « .. .. KRAFT PAPER: FACED BAIT-INSUUTtON {R13 M)
T30Si1NG SLAB TO Bk� .'• w
"„. "PRESSURE WASHED & s •:_
�''' t••'f < ;ir,':wBONDING AGENT APPIIED'l+ . w•' :1'' 5 DOWELS i6" O.C. EMBEDDED
r 16. REBAR
.-
;;. '>;�•"WORE NEW POUR :` ` d y.,"»" INTO EXISTING SLAB 6" W/EPDXY, TYP. I
'-` °, , , )" R:• ...',: HARDI PLANK SIDING. SEE ATTACHED PRODUCT
APPROVAL SPECS FOR FASTENER SIZES AND SPACING
i
e.-..> • t..'y t ',i4 Y ....w { �A •r 44 3.. _ 2" X
p ..e
4" STUD (SPE/HF) EVERY 16 D.C.
. '.• :;..' ♦ ;; .. ., ;,. a. •• •`"•.,., W/SIMPSON SPH 4 AT TOP & SIMPSON
.:., • r • :. , . '•w - : ^. • SP4 AT BOTTOM. TYP.
TYVEK FIBERGLASS HOUSE WRAP
• Y,• a A • ... F. • •.. i 1
N •.. .. .. .. r LI TO SHEATHI G.
i ... • : • VAPOR BARRIER APP
1. ....... •. es 5..
_i.. • :: , a „. .. w " Y
.. ... .:.. } ; .1 - . 25 % 6 SPREAD ANCHOR 3 FROM
EDGE, THEN EVERY 36 O.C. TYP.
... • .., r :«^ . ., ... ... X 4 P'T ILL �
GRADE d a ••, , �
1 I. a
DOWELS EMBEDDED • "
(2) 16 �5 REBAR 16 16 16 16 ��''jj I _ '('I�r�t-r I}�T{'fTr,•1�r�t�•"r
•�I I r—. •�. • a.. 4 �I I II I I— ^v
INTO EXISTING FOOTER & W/EPDXY & ��lfJ�—
is
TIED TO CONT #5 REBAR W/#3 TIES. TYP 16 Jr» MINERAL FIBER EXPANSION JOINT EXISTING CMU WALL
16' X 18" CONT CONC FOOTER (MIN 2500 PSI)
t•rr � 17'E ti-r 1 — '�� J
W/(2) #5 CONT REBAR. TYP-
SLAB/STEEL LAYOUT
(2) #5 CONT REBAR
SCALE: Y81 r-0» •. 'a -a^
TYP. CROSS SECTION AT WALL
1 SCALE: %" 1 r-0,a
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WEST ELEVATION
SIMPSON SPH4 AT STUDS FASTENED SIMN SPH4 AT STUDS FASTENED
W/(6) .148" X iX�" NAILS. TYP W/(6) .148" X 1N" NAILS, TYP
(2) 2" X 4" (SPF/HF) TOP PLATE. TYP. (2) 2" X 4" (SPF/HF) TOP PLATE. TYP.
I
8" CMU WALL I �
j 1
II I
NEW CONC OVER 2" X 4 STUD ( IHF) 16"
l E%ISTiNG SLAB Old TYP: �
16- #5 REBAR EMBEDDED 6" iM0 EXISTING (2) 2" X 12" (SPF/HF) 1IEADER
SLAB/TOOTER W/EPDXY EVERY 16" O,C• TYP WITH 13sz" FLITCH PLATE. TYP
2" X 4" STUD (SPF/HF) i6" (2) 2" X 12" (SPF/NF) HEADER
Ox TYP. WITH 1%2" FLITCH PLATE TYP
AA •.a
(1) JACK & (2) KING
EXISTING SLAB PRESSURE WASHED STUDS (SPF/HF). TYP STUDS SPF H2) KIND
AND BONDING AGENT APPLIED T ( %
I
6" EXISTING FOOTER
i6 2" X 4" PT SILL PLATE FASTEND TO
" » 2" X 4° PT SILL PLATE EASTEND TO
NC SPREAD HORS Y
CONC WITH .635 FROM EDGE THEN EVERY
CONC WITH .625 X 6" SPREAD ANCHORS
36" Q.C: TYP. 3" FROM EDGE THEN EVERY
DOWEL EMBED DETAIL 36" D.C. TYP.
I
SCALE: Y 1 0 "I �•• •'.. ". �`i• .�..; a, ,• ;a, :. •: SIMPSON SPH4 AT STUDS FASTENED ;•:.: .,: a r
r • ,'' .... ...' r:.. M a, a' A. • • SIMPSON SPH4 AT STUDS FASTENED
.625 X 6 SPREAD ANCHOR r .. .. , . W/(6) .148" X 1h" NAILS, TYP
625 " X 6" SPREAD ANCHOR A" :. 4• . .. '. •'•.'• •. .&.
: . �< .' yy/(6) .148" X 1X�" NAILS. TYP
1
EV NELEVATION.
TYP. , DOOR FRAM NG EL ATIO TYP♦WINDOW FRAMING
_ -,— : = —
0 1 SCALE. Yz 1 0
SCAL,E. _ Y2 t Ip
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FBC 2017 W/ALL
CURRENT SUPPLEMENTS
tGW:
Drawings, "locations, and other 0CMINH e,
prepared by Eamon Walsh Cm»tntction, Inc„
and their consultants. are instruments of Service
far use solely with respect to this Imo. This
Includes documenb in eisatronic form. Eamon
Walsh Conafreution: In., ON consultants Owl be
dearred the authors and owners of their rasped"
IlnhNlned, of Service and shall retain all common
law, statutory and other roamed rights, inhaling
copyrights, the Instruments of Service shag not
be used by the owner fa future odcA m a
operations to this Project or for other
yoro.)acts,
without the prior written ogfeemeft of warlord WdIsh
Constructor, Inc. My unauthorized use of the
Instruments of Service shag be at the Owners sob
ddt and without hobilily to Eamon Walsh
Conshcilon, Inc., and then consultants.
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STa
LUCIE COUNT
BOCC
Rm Rule
IVx1
06-01-2019
pW:
EGW
VARIES
SHEET NUMBER:
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to "I SCONCE
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FBC 2017, W/ALL
CURRENT SUPPLEMENTS
COrrhWNfr:
Drowinge, specifications, and other documents,
prepared by Eamon Walsh Construction, Inc.,
and their correuRatds, am Instruments of Service
for use solely with respect to this Fm*t. This
Includes documents In olectranic form. Eamon
Wdsh Constrcction, Inc, and consultors sholl be
deemed the authors and owners of their respective
metrumerds of Service and doll retain all common
low, statutory and other reserved rights, InchWbrg
copyrighh. The Instruments of Service shag not
be used by the owner for future additions or
aNmalions to this project or for other projects,
without the prior written agreement of Eoman Walsh
Construction, Inc. Any unauthorized use of the.
IneWmmb M Bernice shall 6a at the (Awrefs sera
dek w W without liability to Eamon Walsh
Construction, Inc,, and their cconsubnta
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REVIEWED FOR
CODE COMPLIAN E
St LUCIE COUNT
BOCC;
PUN woe
DATE
06-01-2019
DRAWN DY:
_EGW
VARIES,
SHEET NUMBER: