HomeMy WebLinkAbout6611 Paden Wheel StPRODU - r C ,: "EG.
EXTERIGIR ►J0
DES kGN LOADS
WIND LOADS BASED ON ASCE 1-10
I, MEAN ROOF HE<vI4T OF LESS THAN 30'-0'
2. WIND SPEED OF W MPH
3. EXPOSURE CATEGORY 'B'
4. IMPORTANCE FACTOR OF 1.0 (BUILDING CATEGORY II)
S. INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 (ENCLOSED BLDG.
6. CONCRETE TO BE NORMAL WEIGNTWITH THE FOLLOWING MINI"-JM
COMPRESSIVE 8TRENGTHS AT 28 DAYS,
FOOTNGS AND SLABS — MOO PSI
MASONRY WALL — 3000 PSI
FREE STANDNG COLUMNS — 4000 P81
FREE SPANNG BEAMS — 4000 PSI
1. RENFOIRCNG STEEL : ASTM A615 GRADE 40
S, ALL LUMBER N CONTACT WITH MASONRY OR CONCRETE
TO BE PRESSURE TREATED
S. ALL STRUCTURAL LUMBER TO BE MINIMUM SPRUCE OR
FIR NUMBER 2
ROOF UVE LOAD OF 30 PSF.
BEDROOMS 30 PSF
UVNG AND BAT14ROOM8 40 PSF
BALCONIES 40 PSF
STAIRS 100 PSF
801L CAPACITY OF 2000 P81
DO NOT SCALE THESE DRAWNGS FOR DIMENSIONS NOT GMB•L
ADVISE DESIGNER OF ANY C4vNFiJCT5 BETWEEN DRAWf <zS AND ACTUAL
CONDITION8.
,I, -_
. "'I C [ 1i A-', %ETANING
14- 2 3-1 j4
T�.114 h 7b-112'
OF ASTRA :AI..
8
L
--� 20
D - CSINK
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also appro�ec
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I. TYR. HEAD ASTRAGAL
MASONRY & IAMBS SHOWN FOR ! t
OPENING REFERENCE i
2X BUCK-�
7 < a
� t
a V
It O
,
80;K ANCHORING
REMOVE WINDOW AND WALL BELOW
AND INSTALL DBL 36' TEMP, FRENCH
DOORS — I
112 INTE '
!I 40 70 ; H
110
I! s
21
O 2 66 i
4 EXTERIOR
a
- =I�
- E,.
O
\,7 ��2 !4-'\ HORIZONTAL CROSS SECTION_
C,0� �
(L) 10)
1 f
INTERIOR
_
Q—_ , L111
.1
17 ��
\ 'f
\fit✓
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EXTERIOR - '
8J
V"
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�40/ 70 . \
2" HORIZONTAL CROSS SECTION
_
� IN
CSIrIK
3"'1 HORIZONTAL CROSS SECTION
Ccnfg„rchcn SfGv.T`
--- - C j*3 rr, dso approved
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MASONRY
OPENING
FRAME r
,: 2X BUUCK
_ 1
-ASTRAGAL STRIKE JAMB
fRAMEANCHORfN —
vao-.y °Y. buck cons!n.cnon
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)NCRET ^r' HOR NOTES: 12
ncrete cry ocaiiorn at the comers may be adjusted to moinfoin the min. i_
(godisfan -.e mortarjoints. - `t
_ -)ncrete ante locations noted as "MAX. ON CENTER" must be adjusted tc DEAIL 2 = Wit. i K � t
oin'oin the r edge distance to mortar joints, additional concrete onchcrs Ow"y
1y be re-u;' o ensure the "MAX. ON CENTER" dimension are not exceeded.
)ncrete unch .i icb—!e::
ANCHOR ANCHOR l MIN. MIN. CLEARANCE MIN. CLEARANCE
EMBEDMENT
TYPE SIZE BEDMENT
TO MASONRY TO AD:ACENT
EDGE ANCHOP---
ITW 1/4"1 I(4.. 2., 4^
i. TAPCON£ ; ; v
OOD SCR.NJ fl ; AT'ON r:OTES: �8l DETAIL 2 G )
ainto:- , minir edge distance. !"end disfonce, & I'o.c. spacing et
,00d S,-e• Vv spotting of wood.
t
LATCH & DEADBOU LDE-
9
ALL WORK $14ALL GUMPLY WITH PREVAILING
CODES FLORIDA BUILPINQ CODE,
!NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
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HINGE DETAIL ,
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REVIEW DATE DEC
CITY OF ZEPHYRHI
PLAN EXAMINER
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DATE
11/�i/19
REVISION
SHEET
FLOOR PLAN
SCALE: 1/4' .
OF
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