HomeMy WebLinkAboutRevisions; Blocking & Pier SetupOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT # 2008-0399
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE°
FORT PIERCE, FL 34982-5652
(772)4624553
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APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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LOCATION/SITE
ADDRESS:
325 nettles blvd Jensen beach fl 34957
DETAILED DESCRIPTION OF PROJECT Tuo
REVISIONS:
Blocking and pier setup due to size of frame on home orginal setup blocking was conflicting with each other
they were actual touching
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC005706
BUSINESS NAME: smithomes inc
QUALIFIERS NAME: Robert smith
ADDRESS: 2903 industrial ave two
CITY: ft pierce STATE: fl
PHONE (DAYTIME): 7722231179
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #:
FAX:
NAME: Sokolowski
ADDRESS:325 nettles blvd
CITY: Jensen beach STATE: fl
PHONE (DAYTIME: FAX: _
ARCHITECT/ENGINEER INFORMATION:
ZIP: 34946
ZIP: 34957
NAME: LBJ Architectual
ADDRESS: 517 sw halkell dr
CITY: psi STATE: It ZIP:
PHONE (DAYTIME): 800-5700 FAX:
SWCC: 9123109
wised 06/30/17
STRUCTURAL NOTES:
* SOIL BEARING CAPACITY MIN. 2500 PSF
* ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESS
NE STRENGTH OF 3000 PSI
AT 28 DAYS.
* ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A-615
* MIN. CONC. PROTECTION FOR RE -BARS:
FTGS:3" BEAMS: 1\" SLABS: 1"
* LAP REINFORCING BARS 30INCHES MINIMUM sm
EXPOSURE "C° — 170 MPH 3 SEC GUST 0
O
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS.
ACCESS DOORS TO BE BUILT ON A 1" X 2" OPEN BACK FRAME SECURED
WITH #1 O X 2" SHEET METAL SCREWS,
WITH A HALF-Z WRAP (#8 X 3/4" TEKS ON THE FACE);
DOOR SLAB IS SCREEN DOOR MAINFRAME #10 X 1" SHEET METAL
SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCO
COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2
STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR
LATCH FOR HARDWARE. .
SECTION B-B
SCALE: 3/4" = 1'-0"
2X SYP -
TIE DOWN STRAP PER SPECIFICATIONS
I -BEAM -
Ell, XEll, X16"-
CBS BLOCK
PIERS
4" SLAB W/ RB
SEE TIE -DOWN/
PIER REQUIREMENTS
CONCRETE THICKENED EDGE:
8"D X B'W W/ (11 #5 RB CONT
CONCRETE EXTENSION
REQUIRED ALONG ENTIRE
LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT)
HYDRO VENT
(5) THIS SIDE
PROVIDE 30X30
ALUM ACCESS �>
I
PROVIDE 30X30
ALUM ACCESS �>
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NDING W/ (4 #5 f IB (DNTINu I -
�i'
HYDRO VENT k\" PROVIDE 5/8" CEMENT BOAR
(5) THM SIDE 1 HOUR WALL
SEE STAIR DETAIL ON ZERO LOT LINE SIDE
& DECK DETAILS 36" F IGH
3-1 RAIL 39'-0"
1/4" = 1'-0
UNIT TO BE
TIED DOWN
PROVIDE (2) #9 X 2-1"
DECK SCREWS TOE -NAILED
:'FA
■ ... .•
AT EACH VERTICAL MEMBER SLAB IS EXISTING. CONTRACTOR TO SA
OF KNEE WALL
COMPLIES WITH MT EXISTING SLAB FOR NEW FOOTINGS.
MANUFACTURER'S PERIMETER
WAI I LOCKING REQUIREMENT
HYDRO VENT
_
- -.
SEE PLAN
2X4 P.T. SYP KNEE WALL W/ STUDS @ 16" OC
W/ Ya"x3" TAP -CONS @ 24" OC 1
—
'
[BOTTOM PLATE] W/ g" CDX PLYWOOD W/
5/8"
CEME
T BOARD W/ HARDI LAP SIDING
—
2�z
_ r�(-1-�-
II II
03 w
Npo
MICS2 ANCHOR 5%"AT' WEDGE
(SEE DETAIL) ANCHOR (RED HEAD)
SECTION A -A
C01WAIiNlifFICKENED EUGE:
B"D X B"W W/ (1) #5 RB CONT
16 a�jQ5` ,
II
SCALE: 3/4 1'-011
11 TECH
)N
A/ 1
PART # 59002
STRAP/SWIVEL
CONNECTOR
FACTORY U
WELDED
BRACKET
FRAME ATTAC MENT FOR FACTORY BRACKETS
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO
THE FACTORY BRACKETS USING A 2" GRADE 5 BOLT & NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 4511 OR LOWER STRAP ANGLE.
UNIT WT. 350 LEE.
353 #/I'FF
L
CONDENSING NIT
n�
SIMPSON MSTC52
III
1316 BLOCK
G
4 COURSE
[2) #14 SHEET METAL
SCREWS TO CONDENSING
[1)y4'X 2Y" LG TAPCDN PER 61-0CK UNR. 200 LB. SHEER
& (2) AT CONCRETE: 180 LEE, WORKING CAPACRY
PIER DETAIL
B-BOLT 5/8°-11 X 23%"
I
_T --T
W/ HEX. SO. NECK W/ NUTS N.T.S.
TENSION BOLT LABELED (A) FOR
I I
FRAME ATTACHMENT ONLY.
I _ I
%"x7" WEDGE ANCHOR
I �I'
[RED HEAD]
TENSION BOLT LABELED (6) FOR -
I I
I I
I I
VERTICAL TENSION.
I I
I I
#10 S.S.S. MIN.
L_J
\
2" EMBEDMENT.
4-REQD.
MICS2
ANCHOR
BY: TIE C)OWN ENGINEEil
MAX UPLIFT PER
COMPOSITE
DEVICE IS 4,750 LBS
DECKING
HYDRO VENT
151 THIS SIDE
LANDING
❑ o ❑ o ❑ o o ❑
1
C& ____ ____ —__— ____ ____ _--_ — K,;
I PROVIDE Yz" MACHINE BOLT THRU I -BEAM
W/ (21 TIE DOWN STRAPS AT BOLT
(2) MICS2 ANCHORS AT CONCRETE
O` AS SHOWN
[ (SEE TIE DOWN ENGINEERING
FOR AILED INFORMA ]
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--- n 00 n 00 n 00 n 00 0 00 ❑ —�
�" 5,�, g„ 4-912„ 4.5�" 4,_�„ 4-5y, 4,_ 4'_5�" 4'_9z" 5 3"
Q------- M------� I
PROVIDE Yz" MACHINE BOLT THRU I -BEAM
W/ (2) TIE DOWN STRAPS AT BOLT
(2) MICS2 ANCHORS AT CONCRETE i
AS SHOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
_____a_______________ _____ __-��
a El 11 a
HYDRIO VENT
(5) TOIS SIDE
L
1
CROSS HATCHING
DENOTES SO. FT.
FOR VENT CALC'S
HYDRO VENTS IN KNEE WALL TO BE
MODEL FS 1608 (80.7 SO. IN. NET)
PER 322.2.2. (1) SQ. IN.
TYR MULTI -WIDE TIE -DOWN PLACEMENT
SCALE, 1/4" = 1'-0"
FOR EACH SQ. . OF
ENCLOSED AREA. ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
T EACH VENT COVERS $° SQ. FT. WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
PER PRODUCT APPROVAL.
838 SQ. FT. / 80= 10 VENTS SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUI
PER 408.2. EXCEPTION (1) SQ. FT.
SEE sralR DETAIL
PER 1500 SO. FT. OF FLOOR ARE
WITH VAPOR BARRIER.
(1) SQ. FT. = 144 SQ. IN.
NET VENT AREA IS 80 SO. IN.
x COMPOSITE DECKING
144 / 80 = 2 VENTS
ATTACHED
GALV DECKK SCREWS
AT EACH BEARING POINT
POST
PICKS
RAILING BAS
hIT.S:
O
2410X 1"NON-CORROSIVE
S.M.S. @ EACH PICKET
CONNECTION.
TOP PLATE TO POST &
POST TO CHANNEL W/
#1 O X 1-YZ" S.M.S.
TAIL
4X4 SYP POST """" ----
2X6 SYP DECK
JOISTS @ 16" OC
2X6 SYP STRINGER
2X8 SYP STRINGER
2X COMPOSITE DECKINC
ATTACHED W/ [2) #1 C
GALV DECK FRAMING DETAIL ACHBE BEARICK NG
WE
AT EACH BEARING POINT
SCALE: 1/4" 1'-0"
2X6 SYP STRINGEF
SIMPSON W28 AT STAIR
STRINGERS TO 2X8 DECK
JOIST SUPPORTS OR
[21 %' GALV LAG SCREWS
AT STRINGER TO POST
4X4 PT POST W/
SIMPSON AB44
SIMPSON FACE MOUNT
HANGERLU26
2X COMPOSITE DECKING
2X6 SYP DECK ATTACHED W/ (2) #10
JOISTS @ 16, OC GALV DECK SCREWS
AT EACH BEARING POINT
FLENGTH VARIES
SIMPSON MTS12 -'
STRAP
2X8 SYP DECK JOIST
SUPPORT W/
(2) %" GALV LAG SCREWS
VINYL 2X2 RAIL POST
AT GARAGE DECK OR
ATTACHED TO VINYL
(2) Yz" GALV MACHINE BOLTS
AT EXTERIOR DECKS
CASTERS
X' S.S.S. MIN. 1"
CONCRETE J
EMBEDMENT.
4-REQ'0.
}2" WEDGE ANCHOR
W/ 3" EMBEDMENT MIN
2X6 SYP
TR NGER
m
m
1
I
#8 GALV SCREWS
(2) EACH SIDE
4X4 SYP POST ATTACHED TO GONG
W/ SIMPSON AB44 POST BASE
B I DECK CONNECTION DETAIL
SCALE: 1/211 . 1'-0"
STAIR DETAI
N.T.S.
LDING CODE.
2X12 SYP STRINGER
2X12 SYP STEP
1X8 SYP W/
DECK SCREWS
fig" X 3" GALV.
HEX SCREWS
4-REO'D.
R
ISLE
APCONS
TOAD
+ 1" NOSE
L NOTE:
HANDRAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABIUTY.
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER.
HANDRAIL HAS CIRCULAR
GROSS -SECTION
W/ 1-Y4" TO 2" DIMENSION.
NOTE:
GUARDRAIL SHALL COMPLY W/
FBC 2017 (6TH EDITION)
arcy SS
EV vill
TYPICAL ELEVATIONS FOR DECKS CODE COMPLI NCE
N-TS. (FOR VISUAL PURPOSES ONLY) ST" LUCIE COUNTY
THIS SETUP HAS BERMSCIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CODE FBC - 2017 [6TH EDITION]
LB1 Architecture
AA20005774
517 SW MALULL A III
POPT SAM Luai PL. 54955
772-800-5700
www.16 architPcturl
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DONMEnT DATE.
08.132020
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Sr1l TITLE:
FOUNDATION
PLAN & DETAILS
SMICT nUM CR:
FILE COrREVISION