HomeMy WebLinkAboutBuilding PlansHYDRO VENT
(5) THIS SIDE
STRUCTURAL NOTES:
• SOIL BEARING CAPACITY MIN. 2500 P5F
* ALL 571zZUGTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRE551VE 5TRENGTH OF 3000 P51
AT 25 0iAY5.
• ALL REINFORCING 5TEEL SHALL BE GRADE 60
ry
MEETING A5TM 5FE05 A-615
• MIN. CONC. PROTECTION FOR RE-5AR5:
FT65:5" 5EAM5:1V 5LAB5: 1"
r
• LAP REINFORCING BAR5 30 INCHES MINIMUM
EXP05URE "C" — 1-70 MF'H 3 SEC QUA
PROVIDE 5OX34 6
-
ALUM ACCESS
NOTE: DOOR.
THE FOUNDATION/PIER 5Y5TEM 15 DESIGNED
TO RE515T FLOOD ELEMENT5 OF FLOTATION,
I
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXP05URE "C" LOCATIONS.
ACCE55 DOORS TO BE BUILT ON A 1" X 2" OPEN BACK FRAME
SECURED WITH #10 X 2" 5HEET METAL 5GREW5,
WITH A HALF-Z WRAP (#5 X 3/4" TEK5 ON THE FACE);
DOOR SLAB 15 5GREEN DOOR MAINFRAME #10 X 1" 5HEET
METAL 5GREW5 INTO AN INTERNAL ALUMINUM CORNER NITM
.024 5TUCCO COIL FOR THE FACE OF THE DOOR. ATTAC 4:5
TO FRAME WITH 2 5TANDARD 5GREEN DOOR OFFSET H IN6
E5,
5TANDARD 5GREEN DOOR LATCH FOR HARDWARE. .
CONCRETE THICKENED EDGE:
S"D X 81N W/ (1) #5 RB CONT
CONCRETE EXTEN51ON
G REQUIRED ALONG ENTIRE
11 6,. LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT)
SEGTION B-B
SCALE: 3/4" = I'-0"
UNIT TO BE
TIED DOWN
PROVIDE BOX50 r-
ALUM ACCESS --+-
\\l
Bill
\
I�
'ion
ESE -,
-1
q-= Fz=
SEE STAIR DETA
ff DECK DETAILS
HYDRO ENT
5) TH15 51DE
5(, IGH
t--v_a,,VINY RAIL
A j�>
I r--
PROVIDE 3OX50 1
ALUM ACCESS -4 I
5'-
HYDRO VENT
(5) TH15 SIDE
PROV105/S" TOUGHROGK
FIRE GUA GYP. BOARD
(BOTH SIDES WALL)
(U305) 1 HOUR L
37-0" ON ZERO LOT LINE15VE
TIE-DOWN/PIER REQUIREMENTS
I
PROVIOE (2) #9 X 2--f'
2X 5YP
DECK 5GREW5 TOE -NAILED
v v
AT EACH VERTICAL MEMBER
OF KNEE WALL
TIE DOWN STRAP
PER SPECIFICATIONS
WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
WALL BLOCKING REQUIREMENT
I
-BEAM
HYDRO VENT
5EE PLAN
SEE
all all 16"
P.T. 5YP KNEE WALL W/ STUDS @ 16" OG
GB5 BLOCK
W/ Y4"XB" TAP -CONS @ 24" Or -
PIERS l
(BOTTOM PLATE) W/ ' COX PLYWOOD COVERED
W/ /V' CEMENT BOARD 1^L' IN TYVEX W/ HARDI LAP SIDING
4" SLAB W/ RB
XX
Q H i j
SEE TIE -DOWN/
}
PIER REaUIREMENT5
cV U_ ( L
01
5/s"x 7" Y`IEDGE ` GONG F E7E THICKENED EDGE: /� I `�
MI052 ANCHOR
ANCHOR (RED HEAD) 8"D X W W (1) #5 RB GONT '
(SEE DETAIL) 01-�
V�� P •�" QV�k�
TA \ J
SECTION A -A
SCALE: 3/4" = 1'-0"
RM1 TECH
TD BRACKET5 GU
CONDEN5ING UNIT
(3) SELF TAPPING
METAL 5GREW5
3�6" X 1 Y4' TAPGON
A/C TIE-DOlNN PE A CONCRETE'AD
I -BEAM
PART # 5c1002
STRAP/SWIVEL
CONNECTOR
FACTORY -�
WELDED
BRACKET
FRAME ATTACHMENT FOR FACTORY BRACKETS
CONCRETE
UNIT WT. 360 LES.
55.3 OFT
(1) Y4" X 2Y4' LG. TAPCON PER BLOCK
d (2) AT CONCRETE: 180 LBS.
FIER DETAIL.
B-BOLT 5-BOLT
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS
FOR LONGITUDINAL ANCHORS. ATTACH THE 5TRAP/5AVEL CONNECTOR TO
THE FACTORY BRACKETS USING A 2" ORADE 5 BOLT $ NU-7• ANGHOR5/TIES
MUST BE INSTALLED TO PROVIDE A 450 OR LOWER 5TRAf` ANGLE.
GONDEN5ING UNIT
51MP50N M5TC52
8X16 BLOCK
4 COURSE
(2) #14 SHEET METAL
56REW5 TO GONDEN5IN6
UNIT. 200 LB. SHEER
WORKING CAPACITY
- - -1 X 2-3/4"
P05T
PIGKE"
5TORAAv-
e
30"x40" IMP
HYDf
ZO VENT
(5) T
415 SIDE
1'-4" 4'-4"4— -
0 ❑ p p 0 p p
p
I ,
I E�
I PROVIDE Y2" MACHINE BOLT THRU I -BEAM i
W/ (2) TIE DOWN STRAPS AT BOLT
(2) MIG52 ANCHORS AT CONCRETE
A5 SHOWN
(SEE TIE DOWN ENGINEERING
I—R—_—_—_—__OR17EE171NORMATg—_—_—_—_—_—_——_—_—_—_ —_—� —_I
L -ICI--� � �I
I
13 _ p p _ 0 _ p_'�0'� _ p _- -11 _ p 0 _ p _ p - p O - --
a __600
1'-4" 4'-4" 3'-9"0 4'-92" 4'-5" 4'-5 4'- 4'- 4'- 4'_1
I �
IDE A" MACHINE BOLT THRU 1-BEAM
5"x16" CONCRETE FOOTING I W/ (2) TIE DOWN STRAPS AT BOLT
W/ (2) #5 RB CONTINUOUS (2) MIG52 ANCHORS AT CONCRETE
I AS 5HOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
E----- ---- ----- ---- -- �
p p p p p p p p
I YYIIVLyJYY — — — — — — _ _
5-2" 5-2' 5'-2" 5'-2" 5'-2" IT-4"
SEE5HEET 5-2 FOR
tu113a�'ni '1
,4,jno0
GROS5 HATGHING STORAO ROOD FRAM INO ,
DENOTES SQ. FT.
FOR PENT GALG'S TYP. MULT14NIDE TIE—�OkNN
PLACEMENT
HYDRO VENTS IN KNEE WALL TO BE SCALE: 1/4° = r-0°
MODEL F5 1605 (50.7 SQ. IN. NET)
PER 322.2.2. (1) 50. IN.
FOR EACH 5Q. FT. OF ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
ENCLOSED AREA.
EACH VENT COVERS 50FT.
PER PRODUCT APPROVAL.L. WITH FLOOD RE515TANT MATERIAL, IN ACCORDANCE WITH
SECTION R322 OF THE 20201 (NTH EDITION) RESIDENTIAL BUILDING GORE.
535 5Q. FT. / 50 = 10 VENTS
4X4 5YP POST VINYL POST
PER 408.2. EXGEt=TION (1) 5Q. F�. STAIR DETAIL
PER 1500 SQ. FT. OF FLOOR ARE
WITH VAPOR BARRIER.
(1) SQ. FT. = 144 5Q. IN.
NET VENT AREA 15 50 SQ. 9NOOMP051TE DECKING
ATTACHED W/ (2) #10
2X6 5YP DECK VINYL RAIL
JOISTS @ 16" OG
2X6 5YP 5TRINGER43 N;
M .
144 / 50 = 2 VENTS GALV DECK 5GREW5
AT EACH BEARING POINT
2-#10 X 1" NON -CORROSIVE
5.M.5. @ EACH PICKET
CONNECTION.
TOP PLATE TO F05T 8
P05T TO CHANNEL W/
#10X1Y2'5.M.5.
2X8 5YP STRINGER
2X COMPOSITE DECKING
ATTACHED W/ (2) #10
DECK FRAM INO DETAIL AT EACH BEARNGG POENT
SCALE: 1/4" = I'-0"
' - NOTES: HAND RAIL 1D ETA I L
2-6ALV. BOLTS %"-11 X 2-3/4" L
W/ HEX. 5a. NECK W/ NUTS N.T.S.
TEN51ON BOLT LABELED (A) FOR 2X8 5YP DECK .O15T
FRAME ATTACHMENT ONLY.
' S/S'Xi" WEDGE ANCHOR SUPPORT W/
(RED HEAD) TEN51ON BOLT LABELED (13) FOR (2) %" GALV LAG 5GREW5
VERTICAL TENSION. VINYL 2X2 RAIL POST AT GARAGE DECK OR
G ATTACHED TO VINYL (2) Y.2 GALV MACHINE
#10 5.5.5. MIN. CASTERS BOLTS
2" EMBEDMENT. AT EXTERIOR DEGK5
4-REa'D.
MIG52 ANCHOR E BMIN. 1"
EMBEDMENT.
5Y: TIE DOWN ENGINEERING C 4-RENGINEERING
MAX UPLIFT PER COMPOSITE 2X6 5YP
51MP50N FACE MOUNT
HANGER LU26
- 2X6 5YP DECK
JOISTS @ 16" OG
LENGTH VARIES
51MP50N MT51
STRAP
2X6 5YP 5TRINC,ER
51MP50N LU25 AT STAIR
5TRINGER5 TO 2X8 DECK
J015T SUPPORTS OR
(2) %" GALV LAC, 5GREW5
AT 5TRINC,ER TO P05T
2X COMPOSITE DECKING
ATTACHED W/ (2) #10
GALV DECK 5GREW5
AT EACH BEARING POINT
4X4 PT P05T W/
SIMPSON A544
'5
2X12 5YP 5TRINC,ER
2X12 5YP 5TEP
1XS 5YP W/
DECK 5GREW5
5/la" X 3" GALV.
HEX 5GREW5
4-REO'D.
NOLE
•APCON5
TREAD
+ 1" NOSE
5TA I fit DETAIL NOTE:
HANDRAIL BRACKETS OR BALU5TER5
N.T.S. SHALL NOT BE WN51DEREP TO BE
OBSTRUCTIONS TO GRA5PA5ILITY.
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER.
HANDRAIL HAS CIRCULAR
GRO55-SECTION
`9 W/ 1 Y4" TO 2" DIMENSION.
m
NOTE:
t ----- GUARDRAIL SHALL COMPLY W/
FBG 2020 (7TH EDITION)
A
#5 GALV 5GREW5
(2) EACH SIDE
4X4 5YP P05T ATTACHED
TO GONG W/ 51MP50N
AB44 POST BASE
DEVICE 15 4,150 LB5 DECKING STRINGER
Rf�ILING BASE
N.T.S.
— ------------
CONCRETE
IY2" WEDGE ANCHOR
W/ 3" EMBEDMENT MIN
PFDECKCONNECTIONDETAIL TYPICAL ELEv,ATION5 FOR DECKS
SCALE: I/2" = I'-0" N.T.S. (FOR VISUAL PUWOSES ONLY)
THIS 51[tTUP HAS BEEN DE5I6NED
FOR A FLOOD ZONE INSTALLATION
DE516N GORE FBG — 2020 ('7TH EDITION)
LB) Architecture
AA20005774
W SW nALNrLL AM
POPT SAIRT LUC � rL. 54V
772-800-5700
www.b]ar(hitc(ture.(om
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DO(UnlnT DATE:
11.9.2021
Revisions
11% TOUR PROW55 MAIT DATE
1 6UILDIM DIPARTAMT (OMM FITS 09.212020
2 PIER MAWS 1222202---------------
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St1eeT TITLE:
FOUNDATION
PLAN & DETAILS
SHEET nur\SeQ:
� Architecture
AA26003774
T M HALKLL AVCRUC
POPT SA ITT LUC C 134V
772-800-N00
www. b]architQcturc.com
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DOCUMMT DATA::
08.15.2020:
PEVISIOI'IS:
1% YOUR PPOGRESS SUMIT DATE
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