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1
i
II
PER 322.2.2. (1) SQ. IN.
l
}
FOR EACH SQ, FT, OF
ENCLOSED AREA.
DESI(3N CRITERIA
2X CO'1ATT�E I DECKING
..
-
EACH VENT COVERS 145 SQ. FT,
1) PER 2010 FBC
�
GALV DECK
O
SCREWS
PER PRODUCT APPROVAL.
AT EACH BEAR
POINT
a
2) USE 4 OCCUPANCY R=3
915 50. FT. / 145 = 612
3) CONSTRUCTION TYPE V
STRUCTURAL NOTES:
� VENTS REQUIRED
4) RISK CATEGORY II
2X6 SYP
TRINGER
• SOIL BEARING CAPACITY MIN. 2500 PSF
ULTIMATE DESIGN WIND SPEED 160
, ALL STRUCTURAL CONCRETE SHALL DEVELOP
PER 405.1 XCF- LION (1) SQ, FT,
5) EXPOSURE C
(2) Ye" GALV L
SCREWS
WIND AGAINST FACE OF UNIT:
A MIN. COMPRESSIVE STRENGTH OF 3000 PSI
AT 26 DAYS.
PER 15®® SQ' Ft. OF FLOOR ARE
SURFACE ROUGHNESS C
+ ALL REINFORCING STEEL SHALL BE GRADE 60
WITH VAPOR iARRIER.
6) COMPONENTS 8 CLADDING (WORSE CASE)
SIMPSON LU2 AT STAIR
MEETING ASTM SPECS A-615
(1) SQ. FT, = 144 5Q. IN.
WALLS +34.4 -42.1
STRINGERS TO !
Xs DECK
28fo25 x 46 102 sQ. Fr. x 45 P.SF. _ 459 LB. UPLIFT
" MIN. GONG. PROTECTION FOR RE -BARS:
FTGS: 3" BEAMS: 112" SLABS: 1"
NET VENT AREA IS 61 SQ. IN.
JOIST SUPPORTS
PIS
%"
OR
144
459 - 360 LB. UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR.
LAP REINFORCING BARS 30 INCHES MINIMUM
144 / 6`7 = 3 VENTS
(2) GALV L
AT STRINGS
SCREWS
TO POST
DECKFRAMI
p p
EXPOSURE IICI' - 1&0 MPH 3 5EC GUST
tAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS.
AT EACH OF THE 4 CORNERS.
/'�' I I g�� I �/
WINDOW 5UC< DETAILS
I �' �y
CLOODi
THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.
PROVIDE (2)
X 2-;"
TYPICAL ALUMINUM WINDOW
DECK SC
TOE -NAILED
A 4" SLAB, 42" X 52" WEIGHS 7cJ5 L58.
AT EACH VE
TICAL MEMBER
AIR VENT CALCULATIONS
JAMB ATTACHED TO STUDS
OF KNEE WAL
_
FOR STEMWALL VENTING:
PER PRODUCT APPROVAL
ALL WALL SHEATHING TO BE NAILED AS FOLLOWS:
UNIT LUT,s. 360 LBS.
3590/FT
STUCCO ON
METAL LATH'
PER BACK
j" CDx
12X14 VENT = 145 SQ. IN
HYDRO VENT CALCULATIONS
EXTS DOOR DET>'AILS
(wOOD)
PLYWOOD A
OF DECK
BASE
411 OC W/ 10d NAILS AT ALL EDGES
41'XIO'.48'XII'-8" = S15 SQ. FT.
FOR STEMWALL
VENTING:
DOORS BY DOOR MANUI=.
1
I FOR EA. Ism Ft.
CONDEN61N3 UNIT
6" OC W/ 10d NAILS AT ALL INTERIOR
-15 14
9l5 1 145 = 6.'1 sQ. FT.
.
ATTACHED TO SCUDS
„n
WALL COMPL
MANUFAGTIJ
NIT
M0 I"EKWITH III-I£TER
PANEL BEARING POINTS
6.1 X 144" / 165 = rok
(1) VENTS TOTAL REQ'D.
12X14 VENT = 145 60. IN.
41'XI0'+48'XII'-a" = S15 SQ. FT.
PER PRODUCT APPROVAL
,
--•_...,
,.,... __ .;„,.,.�„„,,.._.�-�^"j.�
'•-^ , -. .-, 1
w,a�L atOCK
G REQUIREMENT
9i5 SQ. 1N. REQ'D.
I,, 9-15 / 145 a 6.-I
<.I
SIMPSON MSTGB2
TOTAL VENTS = -i (1) VENTS TOTAL REQ'D.
(
'
2X4 SYP
WALL W/ STUDS a 16" OC
(12 X 14 )
yh?q>
I I
SXI6 BLOCK
W/ Y4"x3" TAP
ONS a 24" OG
,4G1
C
4 COURSE
4X4 ALUMINUh1 POST
Gam,_
ii
"
4 CONCRETE
E
3VIXT
1 HOUR FIRE RATED
DUROCK ON STORAGE
n m
'
5ECTION E-
(SKIRTING:)
< E
VENT
I, T
VENT
�4"
< D
BY OTHERS
W1
2XI2 SYP STRINGER
2X12 SYP STEP
IX8 SYP W/
DECK SCREWS
%" X 3" GALV.
HEX SCREWS
4-REQ'D.
a
NGLE
APCONS
5TAIR DETAIL
N.T.S.
SIMPSON FACE MOUNT
HANGER LU26
2X6 SYP DECK 2X COMPOSITE DECKING
JOISTS a ATTACHED W/ (2) 410
GALV DECK SCREWS
AT EACH BEARING POINT
FLEWG;TW VARIES
CONCRETE
11 OTES
r- --- s- I------ O O O 0 O 0 0 0 O O D %; ;; HATCHING DENOTES ALUMINUM BEAM, ALUMINUM POST 4
D AGONAL A ING D TE TT��
SCALE: 3/4 - I'-0 i' I —---------------------------- ------ —.—.-- I BYOTHERSROOFASSEMBLY
I � — — — — — — — — — — , W0 2�"6 BARS CONTINUOUS I-IT41C FOOTING: Ix8 W
(2) 014 SHEET METAL i <� E I 12XI4 HYDRO/AIR VENT STEM WALL I < D m
SOWS TO CONDENSING 11 (SKIRTING) I PER R-4082 I y
(W'4" X 9Y4� LG. TAPCON PER BLOCK UNIT. 200 LB. SHEER 6 Q
4( AT CONCRETE. IW LBS. UJOMQW3 CAPACITY _. _-.. __ - -- -- ----- I 2Xb P7 FRAMING a--16 O�' . ----_-_..--.
a MONOLITHIC FOOTING: 0
NOTCHEI 2 P FRAMING AT 2X8 SYP DECK
MONOLITHIC ING: -- - I I =
JOIST SUPPORT W/ - 11 11 fl I 2X9 ALUMINUM
PP RT
O D m L I UM BEAM
12 x24 Wx24 W
I
p
- Iz xlz W/ _ - ' STORACxE I ;,, - - - -__ _- _ �,
r I W/ (4) 05 BARS SIMPSON LU28 AT 2XI2 SYP I ; i 4�� C2) 3a GALV LAG SCREWS
A/C TIE -DOWN DETAIL e I a I EACH WAY STAIR STRItKsER TO STEM WALL �A �OUS DD I I 0 AT GARAGE DECK OR
PROVIDE (2) �" MACHINE BOLTS (2) )�" GALV MACHINE BOLTS
I AT EXTERIOR DECKS
6'-0.. 6'-O" 5'-0" V-9" 5'-0" 6'-0" 6'-0" 1' " I!; 2X9 ALI�I1INUM BEAMFRAMING e
n ('% - 1 HOUR FIRE RATED
DUROCK ON MODULAR
I- HOME BY OTHERS 2X9 ALl11NUM BEAM
k\__ _____________ 0 0 0 0 0 0 : O 0 0 0 0 0 0 O
i I I I I I I I I I of I SEE HEADER DETAIL
O DO 00 O 00 00 DO O D
g _ a J L_J L— I I__J L__J c
STRUCTURAL SHEATHING INTERIOR WALL BOARD ® j \ LA�DINCZ r
m I `� C _ - - - - WOOD STAIR STRINGERS A ACHED TO HARDIELBOARD SIDING ON
t
O STEM WALL W #"x3" TAP-Ct
S a 12" OC
GDX PLYWOOD ON 2X6 PT C< CONNECTION 1 I
I j 6 Brtj &TeP I, STAGGERED O MONOLITHIC FOOTING: 8"Dx8"W WALL STUDS ®I6" OC SCALE: I/2" = I'-0"
IT
ric.yi_ sxo exICR VR ---_a� 1 6gp STEP ! / I 6 MIL POLYETHYL . V FI ARRIH OVER W/ CIJ "Fa BARS CONTINUOUS 111
WALL CONSTRUCTION 4 a I 4" CONCRETE SLAB 1 OVER I ATTACH�LAST STUD TO EXISTING 4X4 POST W/
9E DECK i 67P6 X 6 X 10/10 W.W1 I. O FIBRE MESH OVER I X 4 ETAL SCREWS W FROM ENDS 4 12" OG
a STAIR ETAILS I r-----_- 0 I I CLEAN, POISONED,, (TO 2500 PSF I c SIMP SPH6 AT EACH STUD
a I L 6 a,: :: EP I I
------- eo OR 95% DENSITY) FILL. 1'-0'
p I 6.8" STEP D
4 d D I I #" X 4" AP -CONS a 24" Or
-
BE WALL CAVIINSULATION
FILLED
TO TYPICAL FLOOR DECKING I < PROVIDE +4" CONCRETE CAP I I FILLED CELLS a 4'-0" OC '
BE INSULATION FILLED I . Q v OVER SLAB IN STAIR WELL I I V i 2X6 PT BASE PLATE
a Jk I J L-------------- —J
VINYL LAP SIDING 2XIO FLOOR CONSTRICTION L-^-------------- 2 0 2a'-a" c0 8 6° s' a^\//� \`
G Q T VENT @ VENT VENT
PROVIDE FOR 32X32 MONOLITHIC FOOTING:
REMOVE BOTTOM ROW OF LAP No7 L _ _o.. PER IDS FOR ACCESS DOOR 8"x8" W/ (1) "5 BAR 26 _13i /\\\\�/\/\ / / / / //\/ W/16"D(2)'"5LB RS CONTINUOUS
LAPTHIC LAP STARTER METAL, BEND UPLIFT STRAP -�— - --- /�> wa ouNTINUG�S 3
UP STRUOT, SHEATHING 4 SECURE W/ /\/� \� % \/ \/\/ I
(6) loci NAILS (LEAVE LAP SIDING OPP 0
UNTIL INSPECTION IS COMPLETE)
INSTALL VINYL LAP SIDING AFTER INSPECTION 7 II GALVANIZED TERMITE SHIELD PROVIDE 1X BUCKS ATTACHED
8X8XI6 CONCRETE ---�
MASONARY UNIT
12XI4 HYDRO VENT
(1) 5 ROD a 48" O.C.
FILLED W/ CONCRETE
TYPICAL SIMPSON MASS UPLIFT ANCHOR OR
EQUAL a 32" O.G., 12" MIN. CORNER DISTANCE.
SEE SECTION A -A. 2 CELLS MIN. FILLED FROM
KNOCK OUT BLOCK TO FOOTER W/ (1) 5 BAR
8X&X16 KNOCK OUT BLOCK
3000 PS.I. CONCRE-E FILLED
W/ (1) 5 BAR AS SHCWN
I-� TYPICAL SXSXI6 CMU'S
MONOLITHIC FOOTING:
12"xl2" W/ (2) 5 11
BARS ON WIRE S LES
CONTINUOUS
"
I50M TRIO DETAIL
NOTE:
4-
ALL DETAILS ABOVE FOUNDATION PERTAIN TO MODULAR HOME
TO BLOCK W #" TAP -CONS 4
TO MODULAR HOME FRAMING PER
PRODUCT APPROVAL
SIMPSON MASS ANCHOR TO COME OUT Or -
TOP COMER OF KNOCK OUT BLOCK.
5 BAR TO BE CONTINUOUS AROUND
TOP OF PERIMETER STEM WALL
FOUNDATION NOTES:
1. MATE -LINE TIE -DOWN STRAPS TO BE 1-1/4" X 0.035 GALVENIZED STEEL FEDERAL SPECIFICATION
005-151-H TYPE-1 FINISH-5 GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE
4,125 lb. MINIMUM ULTIMATE CAPACITY.
2, SEE ABOVE FOUNDATION PLAN FOR TIE -DOWN STRAP LOACTION AND SPACING. SIMPSON rs RAP-----\
3. ALL PIERS SHALL BE S" X S" X Iro" MASONRY BLOCKS ON CONTINUOUS I&" X all CONCRETE FoOTER, I
EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN.
3
4. MINIMUM SOIL BEARING CAPACITY IS 2,500 Ib. PSF. '
5. IT WILL BE THE SITE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL GRASS, LOOSE DE55RIS, ETC. =lrj
SINIGLE U-BLOCK W/ (1) 5 BAR
SXSXI6 CMU'S
MONOLITHIC FOOTING:
12"AV W (2) 45
BARS ON WIRE SADDLES
CONTINUOUS
5ECTION A -A
SCALE: 3/4" = 1'-0"
SHIELD
CONTINUOUS DBL 2X8 PT
OVER CENTER PIER SYSTEM
14"x0.035 GALVANIZED
STRAP PER NOTE I
%"x8" WEDGE ANCHOR TO PDN.
VARIES (INCLUDES 3/8" SHEATHING BOTH SIDES 4 1/4" GAP BETWEEN HOMES)
(FOUNDATION LENGTH TO BE HOME LENGTH PLUS 3/411)
SIMP50N MASK
ARE REMOVED FROM UNDER THE BUILDING, AND THAT THE GROUND IS LEVELED TO WITHIN 611,
m
1'
CONTINUOUS DBL 2X8 PT
OVER CENTER PIER SYSTEM4 PERIMTER PIER SYSTEMrlv,
mixt
ALL601L LOCATED UNDER FOOTINGS SHALL BE COMPACTED TO 95go DENSITY.
1. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE FLOOR AND THE TOP OF THE PIER
;,,. ' °' °7 •< y4 91:.
SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLINTS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE
.
:.J__b_..;
OF P.T. LUMBER AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
BEARING PRIOR TO ADDING THE SHIMS.
S. NOTE MASONRY PIERS TO BE INSTALLED AS SHOWN.
9. GROUND ANCHORS SHALL HAVE 2,635 Ib. MINIMUM WORKING CAPACITY, AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DESIGN OF GROUND ANCHOR, INCLUDING
SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES, ETC., TO BE AS SPECIFIED BY THE GROUND ANCHOR
MANUFACTURER FOR THE ACTUAL SOIL TYPE ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES
OF GROUND ANCHORS ARE BELOW THE VALUES SPECIFIED ABOVE THE ARCHITECT/ENGINEER MUST BE
C N ULT D FOR AN ALTERNATIVE ANCHORAGE DESIGN.
Z — 2
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP
RE
DATE BY
T' ESEANOAL, �OPOSED IMORS VON
PLANS AND PERMIT ARE SUCTTOANYCCRRECTIDM3
MUST BE KEPT WILL
JOB MA REQUIRED BY FIELD INSPECTORS - " �� J
NO INSPECTION wILL BE MADE MAYeEw� RDERTa -- -
COMPLY WITH ALL AMORE CODES..
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
VNTuTJP OF Py^^ J
SCALE: 1/2" 1'-0"
5
�e"x314" MIN. LAG SCREW INSTALLED
—a 24" O.G. MAX. SPACING STAGGERED
FROM SIDE TO SIDE 24 O.C. MAY BE
INSTALLED AT 45' (APPROX.) ANGLE
FROM VERTICAL OR MAY BE
INSTALLED STRAIGHT.
—NOTCH 2XVS FOR a=
STRAP CLEARANCE
—CENTER PIERS AS SHOUN °
CT ION
5ECTION 5-15
SCALE: 3/4" = 1'-0"
(2) 2X8 PT CONTINUOUS
(1) 5 ROD FILLED W/ CONCRETE
STAGGER SXSXI6 MASONRY UNITS
AS SHOWN
MONOLITHIC FOOTING:
12"44"x24" W/ (4)
5 BARS EACH WAY
SECTION D-D
SCALE: 3/4" = 1'-0"
i'
'
FASTEN STUDS TO MIN 2XIO HEADERS
TOP PLATE W/
SIMPSON SPH6 SINGLE TOP PLATE
FILL ALL HOLES W/`
IOd NAILS �
CONTINU STRAPPING DE
C<�
TOP PLATE ACROSS
1 • : n HEADER ja 16" O.G. SCALE: 1/4" 1 1-0"
PT w
(SEE FLOOR PLAN)
FASTEN JACKS TO
WOOD HEADER W/
SIMPSON STtS
FILL ALL HOLES W/
I&d NAILS
PROVIDE DOUBLE STUDS
UNDER ALL BEARING WALL
HEADER OPENINGS U.N.O.
PROVIDE SINGLE STUD
UNDER 5'-0" OPENING
FASTEN STUDS TO
BASE PLATE W/
SIMPSON SPH6
FILL ALL HOLES W/
IOd NAILS
NOTE:
REVISIONS BY
REVISED PER
,q BLDG. DEPT, BGM
04-21-15
SIMPSON MTS12�
STRAP
Pp
--- ------------ --- =�
08 GALY SCREWS
CONCRETE (2) EACH SIDE
N' WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONC
W/ 3" EMBEDMENT MIN W/ SIMPSON A544 POST BASE
/- 4X4 SYP POST
SCREEN ROOM BY OTHERS
2X6 SYP DECK JOISTS a 16" OC
INPOOR/OITDOOR CARPET ON
p)4' TAG PLYWOOD SHEATHING
W/ GLUE 4 010 GALV DECK
SCREWS a 6" OC
ALL FIELDS 4 ENDS
2X8 SYP DECK JOIST SUPPORT
2X6 SYP STRINGER
T'fPICAL ELEVATION5
N.T.S. (FOR VISUAL PURPOSES ONLY)
HANDRAIL BR
GKETS OR BALUSTERS
SHALL NOT 15 ,
CONSIDERED TO BE
OBSTRUCTION
TO GRASPABILITY.
BOTTOM OF H
RAIL SHALL CONTINUE
TO SLOPE FO
A DISTANCE OF THE DEPTH
O= ONE TREA `
FROM BOTTOM RISER -
HANDRAIL HA
CIRCULAR
CROSS-SECTI
W/ 1-4" TO 2"
ENSION.
NOTE:
GUARDRAIL S
L COMPLY W/ FBC 2010
2X COMPOSITE DECKING
ATTACHED W/ (2) HMO
GALV DECK SCREWS
AT EACH BEARING POINT
SEE STAIR DETAIL
C<5
K
■■ 2-010 X P NON -CORROSIVE
SM.S. a EACH PICKET
POST I l-■ CONNECTION.
PICKET j TOP PLATE TO POST 4
POST TO CHANNEL W/
CID
In
In
0
4%
O
N
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Q
9`
ff
2
�o
9
3
w
zW
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o.
o
w �� dQ
Om a
�w
b� 4�Uti9
M-r�!
F�1
dl
® w
Z
� ® PLO
LIZ w Ix
co U�
AID X 1-X2" 81-19.
0
MANE)
RAIL DETAIL
N.T.S.
=j
yy0
�D-
0
w
VINYL 2X2 RAIL POST
ATTACHED TO
ear
Z
U
010 S.S.S. MIN,
C
VINYL
CASTERS
�+
W
2" EMBEDMENT.
4-REO'D.
®
w
Ya" S.S.S. MIN. 1"
EMBEDMENT.
C 4-REQ'D. �
c6
Z
COMPOSITE
PECKING
2X6 SYP
STRINGER
�wi A
,c��-II
r 4
e� r
�®
r®1
1—
RAILING
5,45
03-11-15
N.T.S.
Scale:
1/4,,
- 1'-0"
Drawn:
MM/BGM
Job:
FODI 3
THIS SETUP HAS ;BEEN
DESIGNED
FOR A FLOOD ZONE INSTALLATION
Sheet:
DESIGN
CODE
F5C 2010
Of Sheets