HomeMy WebLinkAboutRevisions; Floor 3 Front Beam ChangeOFFICE USE ONLY:
DATE FILED: • ) 4-REVISION FEE: J
LOCATION/SITE
ADDRESS: ,
PERMIT # �� 1) Z- b 'l 187
PLANNING & DEVELOPMF
BUILDING & CODE REGULAI
2300 VIRGINIA
FORT PIERCE, FL
(772) 462-1
APPLICATION FOR BUILDI�
PROJECT INFORMA
k
RECEIPT #
(1-.'
DETAILED DESCRIPTION OF PROJECT /
REVISIONS: P 3 �,��/Ql T � I� E� �- � 71 )qll", �
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: t A,A - b 1-33 ` ST. LUCIE CO CERT. #:
BUSINESS NAME: CoAkj�, A- L Cfl �5 1 J b
QUALIFIERS NAME: )0 v CC (
ADDRESS:. Y gbp 2�'►��b/Zl b
CITY: STATE: ZIP:
PHONE (DAYTIME): 2 4'-v _ S% FAX:
OWNER/BUILDER INFORMATION:
NAME: /yl�I I
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: 5760 �7-57V FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: JAM-E �5 R lJ-!5){b V 5 ' 1 ,
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9123109
Revised 06130/17
#2102 O yqS
James D. Bushouse, PE
Consulting Engineers
September 7, 2021 RECEIVED
Mario Arbucci SEP 13 2021
Coastal Construction and Design, Inc. 8r. Lucie county
4832 Watersong Way permitting
Fort Pierce, Fl 34949
Re: Lot 44 Watersong, located at 4852 Watersong Way, Fort
Pierce, Fl 34949, Permit # 2102-0498
Dear Mario,
Per our conversation, the front beams at the third floor
front porch were already changed to a CB3 from a CB8 for
the building department per the attached plan. The CB2 beam
at the rear third floor sliding glass door may be reduced
to 15" depth to accommodate the rough opening of the door.
If you have any questions, please contact me at the below
address.
Since ely,
Jam D. Bushouse, P.E.
Professional Engineer #20311
State of -Florida
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
3140Wedgewood Blvd., Delray B.� i �
Phone: 954 956-Z2 '
( ) _ t
P.O. Box 1237, Arcadia, Florida 3426 '~ NO
Phone: (863) 491-8.242 Fax: (863) 491-8243
jim@jamesbushouseinc.com
REVISION
1 1 2 1 3 1 4
USP TRUSS ANCHORAGE SCHEDIR-qFORMED
OR EQUIVALENT HARDWARE PRODUCT
1 N
STRAP OEBORIPTIOI
I,
IPLEI142
REIIARM
LAIERAI. F1
LATERAL F1
A
USP HTA20
(6) IN
9801
(DOUBLE STRAP)
590
860
B
USP HTA20
(9) 1w
14800
(DOUBLE STRAP) (ONE PLY)
590
66D
C
USP HTA20
(10) 106
15WO
(DOUBLE STRAP)
Soo
060
M
D
USP HTA20 (1)
(10) led
16508
(DOUBLE STRAP) (ONE PLY)
590
66D
E
USP NTA20 (2)
(10) tad
EACH STRAP
32308
1180
1320
F
USP R116
(8) 10d E.E.
10308
645
1 050
G
USP RT24T DR R7247
(5) 18d E.E.
9001
ADD 2-10d TOENAILS FROM
TRUSS TO WOOD BEARING
500
SOU
M
USP RT24T OR RT24W
(8) tad LE.
1255F
ADD 2-18d TOENAILS FROM
TRUSS TD WOOD BEARING
500
500
I
USP HTT22
(32) 10d
53700
(1) 5/8', 12 E.B.
-
-
USP USC OR EUSD
(8) tw E.E.
111501
(4) 3.4' a 6' e.e. AT BEAM
-
-
tK
USP HTRI6 (2)
(6) led
17600
1 STRAP EA. SIDE SF TRUSS
1180
1320
USP LUOTC2
(20) 100
13501
(10) 1oa TD7RUSSES,(B)10d70
576
s75
TOSTUDS & (2)10tlTDD PLATES
USP HUOTIS
(20) iw
13M
(10) 10d TD TRUSSES, (8)106 To
TO STUDS & 2 led TO PLATES
3965
1 3965
FIAYOUAIR SMALL BE KOLFAOTURED BY USP LU'EER CONECTORS COMPANY AMID INSTALLED IN ACCORDANM WIN naVPAOTNtRB
BFEOFICATIONS (RE, 700S UPS CATALOG IPRIPS WAY OEM P 81RAP SM GAUGE AD
K
UFLFT AMID LATERAL CAPACITO ARE EOLAL TO OR EXCEED THE VALES STATED.
Not".
L wrore more then ore strap Is wed, multlpiy tFn upplift eepeelty by Un number or straps.
• of &traps 2D Mark 2xD40ibe . 24tl0 Iba uPllft capacity
2. The uplift for each true/gtrder Is lass than or equal to the uplift capacity for the
apecirlad ardlor.
3. All trues to corarate corrlectiorm to be MAW, A, w1m. ~wtw rated. (This means
that aN —*ad t—.- have an uplift rare. from I to SEND Ib.).
4. All truss to wood cornectloes to be MAW I, wale othdI notW. (Thu mearo that
aN umurked tr,esee have an uplirt rarge from I to 1419 Ibs).
B. Altmlative truss awwwm w/ equal Uplift / lateral load capacity maybe wbetituted w/
rglrrar'a approval,
d0o.0 eo lmlre re ArRlfJ &
rm Iea"r rt.x
AT INPdat
H
A►A.sae u.•
at%.nmumu 1 /-: i�• me rssj1prau avm"m—.Lmu
Iuwtn r epee reLoccrn euwwuru
eOGe NALPYt w•4•Ga
tae.ePure NAR•O 1M • 4• GL
ealmltr NAGrn w•4•on
rO1.BI1 rlAGM YN•4•GL
F
COOP E+1—IfB,d,tl—IITVGi .6,Tt,4G(•-I1'•'IQ1VT C�t°aIL
E IIIIII
I I I I I D1R9alON
53 iRmtae
I I I I ae nee�v,n,
DIMarAOM 001IOItT
\--------T�
1�2� 0 /2/I
i0>�_2 a�<\T
I /2/ /O \ \2� I
3 r1---------Li
e 2
HIP ROOF 10K e S 49'
CORER DISTANCE, A. 4 PEET 01 ALL CABER
7—
A
PANEL
GRADE
FRAMs
TFam SPPCG.
MM.
TIICIOL"SS
COMMON
NAIL SIZE
REMARM
• D -OTHER
PANEL 121251
RDA
AP ��
2'-0•
MAX
3/4•
M01
4' a WNE 1,2 4" • ZONE I
10d as
RSHANC
OIARWANI
.oNPLAFI
4° •ZONE 9 41 •ZONE 713
AC' T9P
W GLIB A amse.
_MLAN
1 1 2 1 3 I 4
5 6 7
�— LATERAL BRACE
8 1 9 1 10 1 11 1 12 1 13
MEMBERS
SRACIN6 NOTES:
OULVERAVISM
RIB � M III TO DusruL
o PII TOPPLINS Or TRISSM FOLLOW ALL
TAPIPUI MCOVODATI D1 TH RUJOATION
P�IMAIEIT� Y X V OIASONAL BRACM IN TIE RJBE OF
THE NFARL3T HIM HEIR CCNEGTICN WIN G) - III
NAILS IN EAAI WB DI AT LIMIT 0) TRESES AT APPROX
46 DEEM ANBLE 00, 111" F4} A BS 1 K.
PEfO4A1ENf ERArm N THE PLATE OF TIE BTWICTURAL
S
EORONI all OF TIE MISS. CONNEOT MM CV - IS d
NABS IN EmH iTSF.b MOP QLY),
DIAGONAL
46
TYP. WOOD TIM
PERMANENT WEB
CR008 RACING
LATERAL BRACE 2x4 BRACING TO BOTTOM CHORD
W/ 2-I6d NAILS TO THE TOP OF EACH TMSS
L-5 PERMANET BRACING
N.T.S. IN THE PLANE OF THE WEBS
THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY
ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY
OF THE ANCHOR SPECIFIED (BEE TRUSS ANCHOR SCHEDULE)
LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN
DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL
LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS
LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE
POURED SOLID W/ BLOCK AND BEAM ABOVE
MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICA)LAR
TO WALL . 400 LOS PARALLEL TO WALL • 360 LBS
RECEIVED
SEP 18 2021
St. Lucie County
Permitting
we PL11R. aN9 e 4
.oyrs. w G4 . ti
.4e' 0A
5HORIN5 NOTES:
CONCRETE SHORING INSPECTION REQUIRES TO BE
PERFORMED BY PROFESSIONAL IN CHARGE.
14 15 16
PNEUMATIC FASTENER LEGEND _
NOTE, ALL FASTENER AND NAILING TO BE STAILESS STEEL ppp
PNEUMATIC FASTNERS - ITW RAMSET / REDHEAD N
APPLICATION SIZE TYPE SPACING REMARKS
MTL STRAP TO CONC. V4Y11,W41'
BLOCK OR TIE BEAM TAPCON (V
PER ON
NON 1SRa, WALL SILL 9 1" ND SERIES fi/32' DIA ONANC • M
PLATE TO =I= SLAB 1/0" WASHER D• OG. WMEAD W/' R'
B74 8D
AND IO,EEeL1LLB 90LONG LOGO STAMP w b
METAL LATH 4 WIRE FASTNERS - PNEU-FAST CO. �` j a M
APPLICATION SIZE TYPE SPACING REMARKS y u
I6 GUAGE W/ b° APART
WIRE LATH MR I IA" • Iml - I SIDE LAPIS `
FENIETRATION 9• APART cc
3/B" RIB MTL. LATH MR I tI • ml - I SIDE LAPS 35-M.5 O
PENETRATION 9• MART 35047lCXDb) Z
METAL ROOF TILES - ATLAS COLLATED NAILS 11y��I� ag
APPLICATION SIZE TYPE SPACING REMARKS L
•10•Dxl' PANO41� GALV PER TILE eEE F)R0.201T Z a
METAL ROOF HEAD Woos ecL1u oR nANr41 BED. RwI z
DI
4 PHILLIP. SBALEM "TL AND 9D036 J
NOTES.. ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL Z g
it
ROOF/WALL SHEATHING - ATLAS COLLATED NAILS 7U "
APPLICATION SIZE TYPE SPACIN REMARKS K
3/411 ROOF SHEATHING a• x )4a' Lod ee. ImOP . 4°
3/4" WALL SHEATHING 2 1, ° x .BP a ac EDGES . 4•
Z
ALL ROOF / WALL SHEATHING NAILED 4" O.C. J
CI
NOTES, (r,
L MAND NAILING MAY DE USED 01 LIEU OF POWER DRIVEN PARTNERS Z
2. STAPLES SMALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, \i
ANC IOR "BID, ASPHALT SMINGLE6 OR IN CAPS. STAPLES SMALL NOT
BE USED FOR THE ATTACHMENT OF ROOF SWATHNO TO ROOF FRAMING MEMISERS.
3. FASTENING OF GARAGE DOORS, WMDOUS AND EXTERIOR OWING DOORS
70 PRAMNG II SMALL SHE AS PER MANUFACTURERS SPED'S,
4. ALL FASCIA MATERIAL SMALL BE HMID FRAMED. L—.=JH
G14 GENERAL NOTES
21DO TOP D BEAM
EL. 33'-
iu CB• ,
I I I I I I I I I I I I I I I I I I I I I I I I IY I
I I I I I I I i 1 I I I 1 I I I 1 I I I I I 1 I Ie I I I
a �GqIyy.
I I I I I I I 1 I
t I 1 I 1 I
31/4-=l'-O' A-5 ROOF FRAMING
AND LOWER RO F AT ENTRY
5 6 7 8
9
�fl
7
1
1
33SI
QLI p
11IM8; 0„;
❑��C]��CI��O��C]��0�1(C7➢� =[7I�IO��II�O��IL��'slii'r.`:!;�IN:
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DATE,
PEORSS SET
17-01-20
T SET
01-07-21
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® ■-----mmm
1
F
EL •a' g'-0, -6
r
DQ G-4 THIRD LEVEL HOLLOW CORE & FRAMING
--� 1/4"=1'-0"
NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT
AND ALL CONCRETE CONNECTIONS AND DETAILS
A-4 SECOND LEVEL HOLLOW CORE
1/4"=1'-0" AND LOWER ROOF AT ENRTY
3 4 5 6
7
NOTES
VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS
AND WMDOWB BEFORE CONSTRLCTIOPL
ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED
ON FIELD 5Y BUILDER TO ACCCMODATE THE DRAIN BLOM
AND FILED CONDITION.
8 9 10
n'-r
m m 0• HOLLOW
'ii` CORE SLOPPG
"" .• 1' TO 9•
a
13
14 1 15 1 16
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(BYIOPPBN
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LINTEL SAFE LOADS TABLE (CAST—CRETE)
ENGTH
OF LML
GRAVITY
UPLIFT
LATERAL
INTEL
LTYPE
A
3'-4'
2231
1569
1025
SUB
B
4'-0"
1966
1363
765
BUB
C
7F
4'-6'
1599
1207
592
SUB
D
5'-4-
1217
1016
411
SUB
E
5'-10"
1062
909
340
BUB
7'-6'
743
727
424
SUB
G
9'-4'
1 554
1 591
1J26
BUB
H
10'-S"
1 475
1 530
1 284
BUB
m
mCB
J
BEAM SCHEDULE
- CONCRETE TIE BEAM WS . WOOD BEAM
8B o CONCRETE MASONRY BOND BEAM STL - STEEL BEAN
LB . PRECAST LINTEL BEAN LAM LAMINATED WOOD BEAM
ew
Hu
TOPVIL
nmmffL
DUDeEsn.
umm
®
S'x 12"
2- /5
2-/5
-
®
S' x12'
2-/5
2- 15
/3 HOOPS 06'D.C.
[50
8' x le
2- /5
2- / 6
/3 HOOPS O 12' D.C.
®
8' x le
1 2- 10
2- / B
1 2- 06
/3 HOOPS O B' O.C.
®
12" x 18•
3- 17
3- / 7
/3 HOOPS 0 12' O.C. W/ARCH
®
12' x 24'
3- / 9
9 Z111 L9 p5
IN
/4 HOOPS 0.a' O.C.
®
16" x 28'
4- / 7
4- / 7
2- / 7
/3 HOOPS O S' O.C.
®
16' x24'
3- /7
4- /7
2-/7
/3 HOOPS 08' O.C.
16' x 16'
3- / 6
3- / 6
3- / 8
/3 HOOPS a a- D.C.
MD
B' x 29'
2- / S
,ALA..
2 / 5
/3 HOOPS 0 6. O.C. W.O./ARCH
UZE
e' x 24•
2- / 5
2- / S
2- / 5
/3 HDOPS 0 12' O.C.
®
r x 1r
2- /6
2- / 6
/3 HOOPS 0 r O.C.TO 2'-0' FROM EACH END
ONE
a' x 20•
3- / 6
3- p 6
/3 HOOPS O 6- O.C. CANTUCER BM
®
B' x 24'
2- / 7
4/
IN 27 LAYERS
/3 HOOPS O 6- O.C.
8' x 8' 1 1 1- / S I I PRE -CAST LINTEL
I. ALL LNTELS TO 5E DY CAST CRETE AND
POURED SOLID III/ BLOCK AND BEAM ABOVE
11 12 1 13 14 15 1 16
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