HomeMy WebLinkAboutREVISION 2-17-16OFFICE USE ONLY:
DATE FILED.• I
REVISION FEE:
1.
2.
3.
4.
PERMIT # N r UO - b `J P
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING &CODE REGULATIONISION
2300 GBVIAAVE82
FORT PIERCE, FL 34952-
(772) 462-1553 FAX (772) 462- 57
EVI
JLql
APPLICATION FOR BUILDING PERMIT REVISIO ON
PROJECT INFORMATION
LOCATION/SITF
ADDRESS: cz,
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
?t.
CONTRACTOR INFORMATION:
a
STATE of FL REG./CERT. #: CSC _
ST I,I)CIE
BUSINESS NAME:
t\g4,
QUALIFIERS NAME:
4L- \; Vzo p-1.3
ADDRESS: \
CITY:STATE:
S
F L
Z�:��y
PHONE (DAYT'mn. :5• 3 \\i�t
FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
ZIP: ��i9b1
CITY: C,>
STATE: 1—
FAX:
PHONE:
5. ARCHITECTIENGINEERINFORMATION:
NAME: D
R Q
ADDRESS:
CITY:
PHONE (DAYTIME):
W3-ybZ —o11C
Revised 072V2014
ST
1-":A
FILE COPY
4
1
MODELS a e & FAAL
FLOOD ONLY
FA-316 & FAAL
FOAL & FO-316
Certification of Engineered Flood Openings
In arco dance With NFIP, FEMA Technical Bulletin 1-08 and ASCE/SEI 24-05
Certification Statement
I hereby certify that the flood vents manufactured by USA Foundation Flood Air Vents(Model Nes FO-316, FA-316. FOAL, FAAL. RFPC- and RFSS) are designed
in accordance with the requirements of the 2011 NFIP 'Flood Insurance Manual" to provide automatic equalication of hydrostatic flood loads on exterior walls by
allowing the swcom 6c entry and exit of floodwaters during floods up to and inhaling the base 100-year flood. The flood vents must be installed and sized properly
as set forth by the requirements below. This certification follows the design requirements and specifications that am established in FEMA Technical Bulletin 1-08
and ASCE/SE124-05.
I hereby certify that I have measullel the goat vent models listed below. I have also calculated the maldmum total engosod area that can be served by each
individual model based an the net area of the opening using the equation taken from ASCEISB 2445, Section 262.2 and the following design assumptions listed
below.
Design Assumptions:
1. The rates of rise and fall have been assumed
to he 5 feel per hour.
2. The maximan difference between rile exlan.,
and in Ceder floodwater levels have heen
assumed to be t foot during base ftlx]d
condilions.
3. A factor of safety of 5 has been used in the
design.
Area of Engineered Openings per ASCE 24, Section 2-62.2
A,=(0.0333)[1101R(Ae)
_, Ae=Ao/[(0.0333)[11c1R1
Where:
A o =
Total Net Area of Openings Required (in)
0.033 =
Coefficient Corresponding to a Factor of Safety a 5.0 (in" -hi -NO)
o =
Opening Coefficient (Non -Dimensional; see ASCE 24, Table 2-2)
R =
Worst Case Rate of Rise and Fall (g/hr)
A. =
Total Enclosed Area (fl")
Maximum Area Coverage fn Square Feet per Vend for each Model
Model
Heigh
On-)
Width
(in.)
A.
(in')
Constant
(it? hrffis)
c
R
(6/110
A.
(tt")
FO316
7.00
I&W
10650
0.0330
OA00
5
263
FA316
7.00
15.50
108,50
0.0330
0.400
5
263
FOAL-W
700
15.50
106.50
0A330
0.400
5
263
FOAL-H
7.00
15.S0
108.50
0.0330
0.400
5
263
FOALG
7.00
15.50
108.50
0.0330
0.400
5
263
FAAL_W
7.00
15.50
108.50
0.0330
0.400
5
263
FAAL$
7.00
15SO
108.50
0.0330
0.400
5
263
FAAL-G
7-00 "
15.So
108.50
0.0330
0400
5
263
RFPC
7.00
13.75
96.25
0.0330
0.398
5
232
RFSS
7.00
13,75
95.25
0,0330
0.398
5
232
'Nate: (A,) is the maximum total enclosed area that can be served for each individual model based on Ire eateries ofthe opening (A.)
Iw, do net rec onveled or authonx any
FEMAI NFIP Limitations and Installation Rcquira cots:
1. A minimum of two openings hsdnp a total net area of not less Man p
2. The bonom of all openings shag be no higher than one foot above or
3. operings may be egdlpped with screens, louver& valves or other ne
4. It is recommended that openings be reasonably rbstdbeted around It
on just one or Mile aides (such as in townhouses or b di ings sat into
5. Where analysis indicates rates of ffse and fall greater than 5 feet per
SAMPLE
SAMPLE
SAMPLE
and
to the flood vents and will hot be held Gable for Improper instaliallon ix modPuaBon of the
Number SAMPLE
um total enclosed area that can be served for EACH individual vent: 232 Square Feet
v square foot of andesed area subject to floodmu shall be prwided.
under each opening.
ided that they permit the automatic entry and exit of gcodwaters-
Ised area unless there is dear jusWcaaon fix Putting all openings
f area shall be reduced accordingly
Seal
I Wv v
I
r o
Mq1
1n
tP
a f
T i ST
] r51F
Hough Opening Diagram Block Wall installation
167 I vane o"A., Fnl
�'. �ruaoa❑ v1ENigt
t ATtacatocMwLocxvenu ';.
1 Ua1NG gadQtEIE FAaIENEea
lrwu ]rE xotEs r'aovinm a
! THE RAaGE
r
1
! m
L
l � tawwlea - `cauatm
"i-r-n=a=rrr-n run
=mq=n-u-n-u
STAINLESS STEEL & POWDER COATED
..e 15 -a-
low
iP i 38' ] 141s
P y e
Stud i1vII Installation
ne
1rs Ia 104"ll R
Ixnm 11"
gyp,,
ARnPL 9l�F.FSiN Oir"L /
kni 1
Block Wall Installation
mm.rcrc�w,ra
MODELS: RFPC & RFSS
Rough Opening Diagram
56 West Main Street, Kings Park, NY 11754 800-USA-1993 (900-872-1993) • 631-269-1872
THE
TO
CC
FEr
F
6
BTE:
E FOUNDATION/PIER SY5TEM 18 DESIGNED
RESIST FLOOD ELEMENTS OF FLOTATION,
A MINIMUM OF 4" OF CONCRETE
LLAP5E AND LATERAL MOVEMENT PER FLATWORK BETWEEN MODULAR
1A CRITERIA FOR EXPOSURE I'D" LOCATIONS. UNIT < m PROPERTY LINE.
(N07 70 EXCEED PROPERTY LINE.)
3'-0" 16'-6" 0 LOT LINE I6'-6" 3'-m"
HYDRO VENIL
TO VENT TO VENT TO VENT TO VENT
(3)THIS SIDE
CONCRETE FOOTING:
A
8"D X 12"W
A
r
cl
o • j
CD 0
1 1 1
Illy
0
0 0 0 • o
ugh tj'_mn gn {p_01.
- ----
I8n 4'_6" IB'� 4�_6u Sn 6r_ma 8n 6'-m" En
N
--�'rk.i
r
s"
Ir
a
CONCRETE (7
L �+
FOOTING:
DIAGONAL PATCH
_
-m" 8"D X IS"W
DENOTES CONCRETE MODULAR
DECK �+
FOOTERS
CONCRETE o
FOOTING: •
LA v
/A
L��II•I�s O
r-- O O. O CONCRETE CBS CBS BLOCK Iro'
O O
®
PIERS
r
•
n v
I
F-------
. 5.13. 6'_m"
$„ 5 _3„ & 5'_3" S„ 6,8,.
S„ 6'-on $"8'
9
r
MODULAR SKIRTING CONCRETE
0
�••! ••••
2=�
BELOW FOOTING.`
- MODULAR o • S D X IS W o
L
0 _
O O O
SEE DETAILS
TO VENT
' TO VENT
70 VENT TO VENT
FOR FRAMING
— — --
CONCRETE FOOTING: HYDRO VENT
8"D X 12"W (3) THIS SIDE
40'-ro
TIE—IDOWN/F[EfR FREQU1fRE1'F**1ENTN..,
SCALE: 1/4" = 1'-0"
STRUCTURAL NOTES:
• SOIL BEARING CAPACITY MIN. 2500 PSF
• ALL STRUCTURAL CONCRETE SHALL DEVELOP THIS PLAN IS LAYEED OUT USINCs AN
A MIN. COMPRESSIVE STRENGTH OF 2500 PSIAT EXISTING 4° CONCRETE SLAB.
2a DAYS.
• ALL REINFORCING STEEL SHALL BE GRADE 60 SAW CUTS FOR FOOTERS 4 REBAR
MEETING ASTM SPECS A-615 PINK IWA REQUIRED. - -
MIN. CONE. F;;�TECTION FOR RE -BARS:
FIGS: 3" BEAMS: 111/2" SLABS: P (415 X 12" RB PINS 0 24" OC
• LAP REINFORCING BARS 30 INCHES MINIMUM 6" INTO EXISTING CONCRETE W/
EXF05URE "C11 - 170 MPH 3 5EC GUST EPDXY 4 6" INTO NEW CONCRETE:)
ALL CONCRETE FOOTERS
TO HAVE t2) 05 R5 CONTINUOS
8'-0"
8" 5'-4" 5'-0" 5'-4" 5'-4" 8"
@ O
-------------------------------------------------------------------------------------------------C�---
0 �@
2`-6" 5'-4' 5'-4" 5'-4" 3'-10" V-4" V-4" 5'-4" 81,PROVIDE
ADDITIONAL
@ ! 0
TYPICAL STRAP TO
--- -- - --- ---- --- -- ---- -- -- -----r - -
FOUNDATION
-- -- --- ---- ---- -`- ----- -- -- ---- -- -- ------ - -
FOR 4664 LB UPLIFT
❑ ❑ ❑ ❑ ❑ ... ❑ ❑C
❑ ❑ ❑ , ❑ v. ❑ ❑ ❑ ❑ ❑
❑ ❑
@�
'---3'=T�,.- :-
0
---5'=4"----------5_4"-,�-- '3`�"�------5=�•---------5=q•---------�'=4'�----
-----5=4"- �-
PROVIDEY2" MACHINE BOLT 2'_m=
3
THRIJ 1-5EAM W/ (2) TIE DOWN
STRAPS AT BOLT (45' ANGLE) W/
j
(2) MICS2 ANCHORS AT CONCRETE
AS SHOLLN
-
2'-m" (SEE TIE DOWN ENGINEERING 2'-m"
@--- -BEAM --- MICS2 ANCHOR FOR DETAILED INFORMATION) 0
------------- -------- -----------
4 - ------------- ------------------------------------
----------------------------------------------------------------
V �@
V-4"
8"
T T i® TIE -DOWN L ACE1 *IEINT
l'�iV'`v"•v 2X SYP
y THICK
POLYLINE DENOTES
SQUARE FOOTAGE AREAS TIE DOWN STRAP
FOR VENT CALCULATIONS PER SPECIFICATIONS
UNIT TO BE
TIED DOWN
PROVIDE (2) 05 X 2-j"
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
WALL COMPLIES WITH UNIT
SEE DETAILS FOR ` MANUFACTURER'S PERIMETER
FRAMING I -BEAM % WALL BLOCKING REQUIREMENT
A8" X 8" X 16" HYDRO VENT
CBS BLOCK SEE PLAN 2X8 SYP DECK JOIST SUPPORT W1
PIERS
ENTS 1N KNEE WALL TO BE `PROVIDE 5/£3" DURAROCiC (2J 3/$° GALV LAG SCREWS
FIRE GUARD GYP. BOARD AT GARAGE DECK OR
12-F (ro-f 5Q. IN. NET) (U305) I HOUR WALL (2)Y2" GALV MACHINE BOLTS
EXISTING X E z ON ZERO LOT LINE SIDE AT EXTERIOR DECKS
tER5
A -BOLT
LANE
IS O�
BELL
DEO
DECK F
SCALE: 1/4" 1'-0"
NOTES:
2-GALV, BOLTS W-II X 2-%'" LG,
W/ HEX. SQ. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY_
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
C
- 3"-II X 2-3/4"
I %fix1" WEDGE ANCHOR
141 (RED HEAD)
L I MIC52 ANCHOR
BY: TIE DOWN ENGINEERING
MAX UPLIFT PER
DEVICE IS 4,150 LBS
SEE STAIR
DETAIL
2X8 SYP
STRINGER'
2X6 SYP DECK
JOISTS 0 16" OC
2X6 SYP
STRINGER, -�
4X4 SYP
POST
SEE STAIR
DETAIL
3,-6"
2X COMPOSITE DECKING
ATTACHED W1 (2) fla
GALV DECK -SCREW,,
AT EACH BEARING POIN1
2X6 SYP STRINGEF
SIMPSON LU25 AT STAIR
STRINGERS TO 2X8 DECK
JOIST SUPPORTS OR
(2) %H GALV LAG SCREWS
AT STRINGER TO POST
�f►�
4X4 PT POST W/
SIMPSON A644
TAILS
UJIND AGAINST FACE OF UNIT:
28.625 x 4fo = 102 SQ. FT. x 45 P.S.F. = 459 LB. UPLIFT
144
459 - 360 LB, UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD D15TR.
TAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS-
AT EACH OF THE 4 CORNERS.
THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE
A 4" SLAB, 42" X 52" WEIGHS 195 LBS.
IA 11T W,/3 360 LEtS.
353 *AT
I �
CONDENSING WIT
111
ri
SIMPSu M5TC52 �7
h �
II ��
GTr:: GT=i3�o
/ (2) 014 SHEET METAL
Saws TO CONDENSING
(I)Y4" X 24" LCa TAFC.ON PER BLOCK LIMIT. 200 LS, SHEER
4 (2) AT CONCRETE: W LBS. WORKING CAPACITY
A/C TIE -DOWN DETAIL
SIMPSON FACE MOUNT
HANGER LU26
- 2X6 SYP DECK
JOISTS + 16" OC
LENGTH VARIES
SIMPSON MTSI2
STRAP
--------------
CONCRETE
Y2" WEDGE ANCHOR
W/ 3" EMBEDMENT MIN
SCALE: I/l" = 1'-0"
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED WITH FLOOD RESISTANT MATERIAL.
A IN ACCORDANCE WITH SECTION R322 OF THE 2014 (5th ADDITON) RESIDENTIAL 5UILDM CODE.
,t),
REVISIONS
BY
REVISED PER
6®051:3?' DEPT-
-15
RGM
REVISED PER
BLDG.DEPT.
02-10-16
BGM
2X COMPOSITE DECKING
ATTACHED W/ (2) •m
GALV DECK SCREWS
AT EACH BEARING POINT
I Yhd co
o
N
® to
w/�
V m co
LU4.
OA
+`8 GALV SGREWS1� O .61031
(2) EACH SIDE
4X4 SYP POST ATTACHED TO GONG
W/ SIMPSON AB44 POST BASE
�)N DETAIL.
TREAD
+ P NOSE
STAIR DETAIL.
N.T.S.
POST
TS
2XI2 SYP STRINGEIR
2XI2 SYP STEP
IXS SYP W/
DECK SCREWS
N 1. X 3" GALV.
HEX SCREWS
4-REQ'D_
2
VGLE
4PCONS
ST. Lit
RFyrF
hr VtE
DATE
PLANS
2-olo X i" NON-CORROSIRR NO
SMS. o EACH PICKET
CONNECTION.
-
db
•
ra,
i
qw
a ;-
rnT `^^, nr1P TI-T(.
D rJn CS1�r1.Iasi-:
BE
I I I SCANIYL kU
PICKET TOP PLATE TO POST 4 BY
I I POST TO CHANNEL W/ $ IIP.I� P°P►IIn1a
010 X 1422" SMS.
THESE Pu NS AND ALL PROPOSED V r0pj,
HAND RAIL. DETAIL ARE R ECT TO ANY CORRECIPINSPECTORS
S
i:1L1l3iRE ®YFIELD INSPECTORS T
N.T.S. rVIAT51 NECESSARY IN ORDER T ?
COMPLY WITH.ALL APPLICABLE Co S.
VINYL 2X2 RAIL POST ,
ATTACHED TO VINYL
"Im S.SSr. MIN. - CASTERS py
2" EMBEDMENT.
4-REQ'D.
► r —Ye" S.S.S. MIN. I"
EMBEDMENT. r,
4-Q'D. �1 F-i
rr-t
2X6 SYP 2X6 SYP
DECKING STRINGERRAILING 5A5E
N.T.S. r'
NOTE:Q f�
HANDRAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE cc
OBSTRUCTIONS TO GRASPABILITY. yj Z W Z
BOTTOM OF HANDRAIL SHALL CONTINUE a
TO SLOPE FOR A DISTANCE or THE DEPTH Z H Z
OF ONE TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR Z
GROSS -SECTION
W1 I-Y4" TO 2" DIMENSION.
A
NOTE: Date: 06-29-15
GUARDRAIL SHALL COMPLY / FBG - 5TH ADDITI
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION Job:CZQA<LOTSibsO2
DESIGN CRITERIj4 Sheet:
PER FBC - 5TH ADDITION
Of Sheets
J03
SCALE: 1/4" = I'-0"