HomeMy WebLinkAboutConstruction Plan51RUGTURAL NOTES:
SOIL BEARING CAPACITY MIN. 2500 PSF
r ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 2500 PSI
AT 25 DAYS.
= ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A-615
MIN. CONIC. PROTECTION FOR RE -BARS:
FTGS: 3" BEAMS: IIi2" SLABS: 1"
• LAP REINFORCING BARS 30 INCHES MINIMUM
EXPOSURE 'IC" - 110 MPH 3 SEC GUST
;
OTE.; i
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS.
i
L.r .
sd
THIS PLAN 15 LAYED OUT USING AN
EXISTING 4" CONCRETE SLAB.
SAW CUTS FOR FOOTERS i REBAR
PINNING IREQUIRED.
(05 X 12" RB PINS 0 2411 OC
roll INTO EXISTING CONCRETE W/
EPDXY A roll INTO NEW CONCRETE)
ALL CONCRETE FOOTERS
TO HAVE (2) +5 RB CONTINUOS
14' - 0"
A MINIMUM OF 4" OF CONCRETE
FLATWORK BETWEEN MODULAR
UNIT < 0 PROPERTY LINE.
(NOT TO EXCEED PROPERTY LINE.)
13'-4"
PER 322.2.2. (1) SQ. IN. PER 4082. EXCEPTION (1) SQ. FT.
FOR EACH SQ. FT. OF PER IE700 SQ. FT. OF FLOOR ARE
ENCLOSED AREA. WITH VAPOR BARRIER.
EACH VENT COVERS 145 SQ. FT. (1) Sa. FT. = 144 SQ. IN.
PER PRODUCT APPROVAL. NET VENT AREA IS 6-1 SQ. IN.
144 / 6i = 3 VENTS
(o86 SQ. FT. 1 ;45 a 8 VENTS
�-
0 LOT LINE
D I AGONAL
HATCH
8"D X 12 "W
0
DECK
_all
LL
Z L�LLCC�L_SCLL LTTL. �� � LLLL-LT LL
LLLLLLL __CELL L cµ_L LULLµ LL
_LL LLLL LLLL LLLL'�LLLLLLL_LLLL�LLL_LL LLLLLLLL
`L L L LL LLLL L.' L LL I�
LJL:1.1.LJ.1.'-L1.L.L'-LLL4r44LL.LLLLli14lLL �1.
CROSS
• O O HATCH O
8"D X 20"W
"
HYDRO v VENT MODULAR
'
n -
A
a
/ CROSS HATCH e ^
/ DIAGONAL U `? • Ba O O � O
D T� a
O
q O O O 7 F 0 9'-11" O
/ S, O O O D O D
/ ^ 6'_011 Sn 3'-5, 8" 3''S" 8" 6'-0" 8" 61-0" 8"S'
i „ „ EXISTING _
8 x 8 X I6 DIAGONAL SKIRTING 0
CONCRETE
CBS BLOCK MODULAR IWATCH BELOW '
W
PROPERTY LINE / PIERS 8"D X 12"V MODULAR
�� V V 6i_0ll V" 31_511 V "31.51, all 61_/11 GV �ro'_A'l
41 V /
/ 8
/ DDRo 0VENT0 D O O noO O /
/ v /
5 3'-0" 14'-5" 14'-5" 3'-0" /
/ /
/
/
T I E= D OUJN P I E F, F, E 0 U. I F, E tlilil E'NTe
----------------------- SCALEsI/4�1'-0----
8, 5,_4,1 5 _011 31_/ 51.011
{5'_ A11 S J
❑ n - —I- - — - L
❑ ❑ ❑ ❑
_-1
L20
__ _--__ _-__-_ __ __ __ ____ ____ ______ MIG82ANCHOR PROVIDEV' MACHINE BOLT THRJ I -BEAM W/ (2) TIE DOWN 2'-0"
STRAPS AT BOLT (d5' ANGLE) W/ 1
(2) MICS2 ANCHORS AT CONCRETE I
AS SHOUIN 3'-0"
2'-m" (SEE TIE DOUN ENGINEERING
NOTES. FOR DETAILED INFORMATION)
�I 51_ fl, 5,_ A„ 5'-211 51_ JII Q�
2-GALV. BOLTS 9/e''-11 x 2-�'a' LG. 'J YY '"'11'' LL :J -V! V O
W/ HEX. SQ. NECK W/ NUTS ---------------------------------------
-------------- `------1
TENSION BOLT LABELED (A) FOR I 0' \m
FRAME ATTACHMENT ONLY. ---I ❑ ----- ❑ ----- ❑ ----- ❑ -- D�'
TENSION BOLT LABELED (5) FOR ❑ ❑ ❑ L— ❑ ❑ ❑
VERTICAL TENSION. m 0
-- --------------------------------------------------------------------------------�-�-
0
m
A -BOLT B BOLT 5/8-11 X 2-3/4" / �' 2,_5" 5'-0" 5'-0" 5'-0" 5'-4" 5,_415'-41 8,
Gi (RED HEAD)E ANCHOR
I I
I I
LJ
MIC62 ANCHOR
5Y: TIE DOWN ENGINEERING
MAX UPLIFT PER
DEVICE IS 4,150 LBS
I
I
1-15EAM
---------------------- ------------------ '` 0 ----
---
0 \�
I
21_5, 8,
TYP. MLIL71-WI1DE TIE -DOWN PLACEMENT
SCALE: 1/4" = I'-0"
UNIT TO BE
TIED DOWN
PROVIDE (2) *3 X 2-i"
2X SYP DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
TIE DOWN STRAP
PER SPECIFICATIONS
j WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
I -BEAM > WALL BLOCKING REQUIREMENT
R" x 8" X 16" HYDRO VENT
CBS BLOCK
SEE PLAN
2X6 SYP DECK JOIST SUPPORT W/ J
PIERS
PROVIDE
(2) Ne" GALV LAG SCREWS
PBOA
FIRE GUARDD GYP.. BOARD
AT GARAGE DECK OR
t
(U305) 1 HOUR WALL
(2))5" GALV MACHINE BOLTS
EXISTING
Q
ON ZERO LOT LINE SIDE
AT EXTERIOR DECKS
CONCRE E
m }
('12 HOUR SUBMERSIBLE)
L�
SLAB}r--
2X4 SYP E LUALL LU/ STUDS IV W' OC
6/e'xi" WEDGE �• W/ Yx3'" T, PE CONS a 24" CC (BOTTOM PLATE)
MICS2 ANCHOR ANCHOR (RED HEAD) W�1 4/ PT PLYWOOD
(SEE DETAIL) J�
SE CT I ON A -A CONCRETE FOOTER:
8 D X 12 W
SCALE: 3/4" • 1'-0" W/ (2) "5 RB CONT
SIMPSON FACE MOUNT
HANGER LU26
2X COMPOSITE PECKING
2X6 SYP DECK ATTACHED W/ (2) 010
JOISTS a 16" OC GALV DECK SCREWS
AT EACH BEARING POINT
LENGTH VARIES
I I
STRAP m
XPL
__________________
"S GALV SCREWS
CONCRETE (2) EACH SIDE
)i" WEDGE ANCHOR 4X4 5YP POST ATTACHED TO CONC
W/ 3" EMBEDMENT MIN W/ SIMPSON A544 POST BASE
CONNECTION DETAIL
SCALE: 1/2" = 1'-0"
1
I
I
1
1
1
INDOOR/
OUTDOOR
CARPET —�
PT T4G PLYWOOD SHEATHING W/
.UE a 010 GALV DECK SCREWS
6" OC ALL FIELDS 4 ENDS --�,
B
m
2X8 SYP
STRINGER
2X6 SYP DECK
JOISTS a I6" OC
e
ST, ZUciF (-O�°T .
REV'"" RUT"IA
REvjL11 ip Byk CO, c nn TSTO,N
DATE
PT,ANS ANI) P _ <� T.T 2
QT: NC3 ZYSFECTT®,y ti ll T B KEPT ON JOL' L BE MADE.
12'-8"
SCREEN ROOM
BY OTHERS
e
F4" PT TtG PLYWOOD SHEATHING Ul/
GLUE 4 010 GALV DECK SCREWS
a 6" OC ALL FIELDS t ENDS
2X6 SYP STRINGEF
9
'
SIMPSON LU28 AT STAIR
STRINGERS TO 2X8 DECK
36" HIOIST SUPPORTS OR
GH
VINYL f2) 3/a° GALV LAG SCREUI0
n
AT STRINGER TO POST
RAIL
SEE STAIR
DETAIL
4X4 SYP
SCREEN ROOM DECK
POST Q
A
2X6 SYP D C< F RAM I NCB D E T P4I L S
STRINGER SCALE: 1/4" = 1'-0"
I
UNIT Uri. 360 LBS.
353 */ FT
I L
CONDENSING UNIT
III
ti / I III SIMPSON MSTC52
\bA ?g I III xCOURSCK E 4
I i
WIND AGAINST FACE OF UNIT:
26.625 x 46 = 10.2 90. FT. x 45 P.SP. = 459 B. UPLIFT
144 CONCRETE
459 - 360 LB. UNIT = 99 LBS. UPLIFT ASSL IING EQUAL LOAD DISTR.
TAPCON WILL HOLD 180 LBS. AND 2 5CRE J5 WILL HOLD 200 LBS.
AT EACH OF THE 4 CORNERS. (2) h4 SHEET METAL
SCREWS TO CONDENSING
THEREFORE STRAP, TAPCON AND SCREW WILL HOLD UNIT IN PLACE. (1) Y4" x 2y4" LG. TAPCON PER BLOCK UNIT, 200 LB. SHEER
4 (2) AT CONCRETE: IW LBS. WORKING CAPACITY
A 4" SLAB, 42" X 52" WEIGHS 195 LBS.
,4/C TIE -DOWN 12ET/41L
f
4X4 PT POST W1
SIMPSON 4544
r
i
STAIR DETAIL
N.T.S.
2-0I0 X I" NON -CORROSIVE
S.M.S. a EACH PICKET
POST
lr
CONNECTION.
PICKET
I J
I
TOP PLATE TO POST 4
POST TO CHANNEL W/
"10 X 1-Y2" $MS.
SAND
RAIL DETAIL
N.T.S
VINYL 2X2 RAIL POST
ATTACHED TO VINYL
010 915.6. MIN.
CASTERS
2" EMBEDMENT.
4-REQ'D.
�i i
Ye" S.S.S. MIN. I"
EMBEDMENT.
C
4-REQ'D.
2X6 SYP
2X6 SYP
DECKING
STRINGER
RA I L INCH
5748
N.T.S.
REVISIONS
BY
AAREv15ED
BLDG,
OS-13-15
PER
DEPT.
BGM
5
REVISED
BLDG.
09-11-15
PER
DEPT,
BGM
T5
2XI2 SYP STRINGER
2XI2 SYP STEP
IXS SYP W/
DECK SCREWS
HE SCREWSV
4-REQ'D.
R
NGLE J
APCON5 `
TREAD
+ I" NOSE
NOTE:
HANDRAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILITY.
BOTTOM OF HANDRAIL SHALL CONTINUE >
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
CROSS-SECTION +�
W/ I Y4" TO 2" DIMENSION. I;
NOTE
GUARDRAIL
ARAIL SHALL COMPL W/ FBC &TH'ADDIXIBP4--
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CRITERIA
A PER F15C - 5TH ADDITION
1
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rill
F®-I
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W
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e: 06-29-15
Scale: 1/4" •`1-0"
Drawn: MM/BGM
Job: CZAJAK LOT 816
Sheet:
Of
Sheets