HomeMy WebLinkAboutFoundation Plans & DetailsSTRUCTURAL NOTES:
• SOIL BEARING CAPACITY MIN. 2500 PSF
• ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 3000 PSI
AT 28 DAYS.
• ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A-615
• MIN. GONG. PROTECTION FOR RE -BARS:
FTGS:3" BEAMS: 1\" SLABS:1"
* LAP REINFORCING BARS 30INCHES MINIMUM
EXPOSURE IIC11- 170 MPH 3 SEC GUST o
PROVIDE 30X30 O
ALUM ACCESS—�-
NOTE: DOOR.
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 #10 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 13-E3
SCALE: 3/4" = 1'-0"
2X SYP -
TIE DOWN STRAP PER SPECIFICATIONS .
I -BEAM —
B"X8"X16"-
CBS BLOCK
PIERS
4' SLAB W/ RS
SEE TIE -DOWN/
PIER REQUIREMENTS
CONCRETE THICKENED EDGE:
B"DXB"WW/[1)#5RBCONT
CONCRETE EXTENSION
REQUIRED ALONG ENTIRE
LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT)
HYDRO VENT
(3) THIS SIDE
HYDRO VENT
13) THIS SIDE
1 1 I _ 1 1 1 11 I i I 1
Y-T-Y-- T--r-T _r-T-T-- T--r-T - TTTIII-T--'T--i--I'-T-T
1 -i 1 I I1I�I•�I- 1 1 1 1 1 1 !lull 1 1 1 I 1 ( 'Jul; 1 1 T 1 I 1 1 1 11
_�-�_�__113 111 ,j1,j L-
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- E--/ -�-- F--1 -�- JJ 2L 11' 1L z 1t 4• 1 1 2 1 1 t 4" 1 L 1' 1 12�I 1 1! 4" 1 TP 7 n
I_I -I-I i-.1 I 1 -1-I i �-1 �T. I---�-x +
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SCALE: 1/4" 1'-0"
#5
39'-0"
V-41
UNIT
TO BE
TIED
DOWN
PROVIDE [2) #R X 2-1"
V
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
Ili
WALL BLOCKING REQUIREMENT
HYDRO VENT
SEE PLAN .�. .....
_ ..,.... _.: , ... .. „. .... ..-:, ,,.
2X4 SYP KNEE WALL W/ STUDS @ 16' OC
W/ Y4"x3' TAP -CONS @ 24' OC (BOTTOM PLATE)
'
W/" COX PLYWOOD
UNIT WT. 360LBS.
XX
Q Z
35.3 # Ff
�m>
N C I LL
o
L
CONDENSING UNIT
n
CONCRETE THICKENED EDGE:
MICS2 ANCHOR 5/e''zT WEDGE 8'D X 8°W W/ (1 ] #5 RB CONT /-7 n
(SEE DETAIL) ANCHOR [RED HEAD)
SIMPSON MSTC52
SECTION A -A °y ( 4XCOURSEGK
SCALE: 3/4" = 1'-0"
PROVIDE (4) MIAMI TECH
CUTD BRACKETS
i
L
A/C TI
IVim®
III,;R
CONDENSING UNIT
(31 SELF TAPPING
METAL SCREWS
3/6" X 1-Y4" TAPCON
CONCRETE PAD
�I
I -BEAM PART # 59002
STRAP/SWIVEL
1��' Tj 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 45❑ OR LOWER STRAP ANGLE.
CONCRETE
01 Ya' X 2W LG. TAPCON PER BLOCK
& (2) AT CONCRETE: 1 SO LBS.
PIER DETAIL
3-BOLT
(2) #14 SHEET METAL
SCREWS TO CONDENSING
UNIT. 200 LB. SHEER
WORKING CAPACITY
%"0" WEDGE ANCHOR
1 X 2-V4"
2-#1 O X V NON -CORROSIVE
S.M.S. @ EACH PICKET
CONNECTION.
TOP PLATE TO POST &
POST TO CHANNEL W/
#1 O X 1-x" S.M.S.
HAND RAIL DETAIL
I�' 2-GbLV. BOLTS %'-11 X 2-Y4 LG.
W/ HEX. SO. NECK W/ NUTS N.T.S.
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
(RED HEAD) TENSION BOLT LABELED IS
VERTICAL TENSION.
#1 O S.S.S. MIN.
2" EMBEDMENT:
4-REQ'D.
MICS2 ANCHOR
BY. TIE DOWN ENGzINEERING
MAX UPLIFT PER 1 COMPOSITE
DEVICE IS 4,750 LES DECKING
RAILING_ BASE
N.T.S.
POST
PICKE
11-411 51-4,1 5• •, 5'4" 5'-4" 51411 51-411 U-4„
1 14„
— J_` `
- 00 °---- ° --- ° -----° -- ° - o----- ° °
1 O
0 -oil
iPROVIDE YT," MACHINE BOLT THRU I -BEAM
W/ (2) TIE DOWN STRAPS AT BOLT s
[21 MICS2 ANCHORS AT CONCRETE
AS SHOWN
[SEE TIE DOWN ENGINEERING
Q�.=— _---FORi7AILED INFORMA----_--—--.----K� �:
O I
O ° ° O ° 00 ° 00 ° 00 ° 00 ° 00
0 - oo - o - oo - o oo
4'_91 4'- fi 4'- 1' 4'- 1" - 4'- • 4'- 1' 4y11 0
1'-4- 5'-4' 9 2 �2 ` ` ` 2" 5'-3
1
PROVIDE Y2" MACHINE BOLT THRU ]-BEAM
B"x16" CONCRETE FOOTING W/ [2) TIE DOWN STRAPS AT BOLT
W/ (2) #5 RB CONTINUOUS I (2) MICS2 ANCHORS AT CONCRETE I �'
AS SHOWN
[SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
I
-1 C --- -- e------7-----�---- e-----�---E: I
2be
11§cTORIAGEL' a% �,
---
no
30"x40"IMPA 'IMPACT L, "� '. n '
HYDTIF{(0 VENT
1
31 IS SIDE 1-4 5-2 5-2' 5'-2" 5'-2" 5'-2" 5'-P"
SEE SHEET S-2 FOR
STORAGE ROOM FRAMING
TY "
AN"I "N P i
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUIL
4X4 SYP POST VINYL PO; ; T
SEE STAIR DETAIL
2X6 SYP @ DECK VINYL RAIL
JOIS16,
m
2X COMPOSITE DECKING m
3-3/4"
ATTACHED W/ (2) #10 2X6 SYP STRINGER -
GALV DECK SCREWS
AT EACH BEARING POINT
2X8 SYP STRINGER
2X COMPOSITE DECKING
ATTACHED W/ (2) #10
GALV DECK SCREWS
DING CODE.
VINYL PICKETS
DECKFRAMING DETAIL AT EACH BEARING POINT 2X12 SYP STRINGER
SCALE. I/4" = 1'-0" 2X12 SYP STEP
2X6 SYP STRINGER
• I
SIMPSON LU28 AT STAIR 1 X8 SYP W/
STRINGERS TO 2XB DECK DECK SCREWS
JOIST SUPPORTS OR m
(2) %' GALV LAG SCREWS s' X 3' GALV.
AT STRINGER TO POST HEX SCREWS
4-REQ'D.
RISER
4X4 PT POST W/
SIMPSON A844 ■
SIMPSON FACE MOUNT
HANGER LU26
2X6 SYP DECK
JOISTS @ 16' OC
LENGTH VARIES
SIMPSON MTS12
STRAP
■
— — — — ALUM. ANGLE
1 O' W/ V16" TAPCONS
CONCRETE -/ q I
2X COMPOSITE DECKING TFO
SE
ATTACHED W/ (2) #1 O + 1'0 NO
NO
GALV DECK SCREWS STAIR DETAIL NOTE:
AT EACH BEARING POINT
HANDRAIL BRACKETS OR BALUSTERS
N.T.S. SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILRY.
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER,
HANDRAIL HAS CIRCULAR
CROSS-SECTION
m W/ 1-Ya' TO 2' DIMENSION.
2X8 SYP DECK JOIST
SUPPORT W/
(2) %' GALV LAG SCREWS
VINYL 2X2 RAIL POST AT GARAGE DECK OR FBC 20RCOMPLY W/
4 [5TH ADDITION)
ATTACHED TO VINYL (2) X" GALV MACHINE BOLTS
CASTERS AT EXTERIOR DECKS
#8 GALV SCREWS
E S.S.S. MIN. 1" CONCRETE
IV
(2) EACH SIDEEMBEDMENT.
4-REO'D. WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONIC
W/ 3" EMBEDMENT MIN W/ SIMPSON AB44 POST BASE
2X6 SYP G�
BTRINGER TYPICAL. ELEVATIONS FOR DECKS 8twc�^X
DECK CONNECTION DETAIL
SCALE: 1/2" 1'-0" N.T.S. (FOR VISUAL PURPOSES ONLY)
6UI}4Iu1Uad IA4unoo apnj _LS THIS SETUP HAS BEEN DESIGNED
MR A FLOOD ZONE INSTALLATION
oaaZ 6 1 end DESIGN CODE FBC - 2017 (6TH EDITION)
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AA20003774
517 SW NALULL AVIM
PORT SAINT LUQE rL 54953,
772-800-5700
www.161ar(hite(turexom
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SNUT TITLE:
GFOUNDATION
iPLAN & DETAILS
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A LB1 Architecture
TYPICAL WALL SECTION
SCALE: 1/4" = P-0"
. HATCHING DENOTES
"ARPORT ASSEMBLY
31MPSON H3 STRAPS AT EACH STUD TO
M BEAM ATTACH TO STUDS AND BEAM
PSON STRONG DRIVE FRAMING SCREW TO WOOD
)SON STRONG DRIVE XM SCREW TO ALUM.
2X9 ALUMINUM BEAM
LING TO BOTTOM OF
ALUMINUM BEAM
ST. Lucie County,
Al
1 w' T+- FASTEN STUDS TO
OBL TOP PLATE W/ IN 2XI 0 HEADERS W/ ° PLYWOOD FLTCH NG FOR
SIMPSON SPH6 FLUSH MOUNTING OF DRYWALL)
FILL ALL HOLES W/
10d NAILS � DOUBLE TOP PLATE
BOARD SIDING OVER "HARDIE WRAP OR EQUIVALENT"
YWOOD ON
d 16" OC
G DETAILS THIS SHEET FOR FASTENING INFORMATION
S"x16" CONCRETE FOOTING
W/ (2) #5 RB CONTINUOUS
STORAGE\
4
i
FLOOR PLAN
SCALE: 114" = I'-0"
2x(O STP WOOD
°(SEE FLOOR PLAN)
FASTEN JACKS TO
WOOD HEADER W/
SIMPSON ST18
FILL ALL HOLES W/
16d 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/
1 Od NAILS
WOOD HEADER DETAIL
HardiePlankO Lap Siding
CONTINUE STRAPPING
TOP PLATE ACROSS
HEADER @ 16" O.C.
AA20005774
517 SW MALULL AVEM
POPT SAPT I-Mi PL. 34953
772-800-5700
www.lbjarchitecturexom
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08.13.2020
RIVISIOfIS:
n Tan ROW53 wo DATE
WATER RESISTIVE 13ARRIER
U)
Hard)eWrap m or Equivalent
LU
J
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MIN. 1 1/4" OVERLAP
w
O
w ❑ Ol
AST STUD TO EXISTING 4X4 POST W/
_I ❑ M
-TAL SCREWS 6" FROM ENDS & 12" OC
m Iq
0 LU
1/2" EXTERIOR SHEATHING
LU ❑
SPH4 AT EACH STUD
z 0
4d SIDING NAIL 6" O.C. PER FL131132
0 J
LE
ASE PLATE
Lo LLl
11-2
1-
co Q
❑ h
co Cn
,P-CONS @ 24° OC
EXTENSION
ALONG ENTIRE
:CARPORT
SIDING ATTACHMENT DETAIL
EXT'R DOOR DETAILS
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED DOORS BY DOOR MANUF.
ATTACHED TO STUDS
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH PER PRODUCT APPROVAL
SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUILDING
ALL WALL SHEATHING TO BE NAILED AS FOLLOWS
4" OC W/ 1 Od NAILS AT ALL EDGES
6" OC W/ 1 Od NAILS AT ALL INTERIOR
PANEL BEARING POINTS
DESIGN CRITERIA
11 PER FBC - 6TH EDITION
2) USE & OCCUPANCY R-3
31 CONSTRUCTION TYPE V
41 RISK CATEGORY I I
ULTIMATE DESIGN WIND SPEED 160
5) EXPOSURE G
SURFAIDE ROUGHNESS G
61 COMPONENTS & CLADDING (WORSE CASE)
WALLS +54.4 -42.1
SHEET TITLE:
DETAILS
St UT INA51V
S-2