HomeMy WebLinkAboutApproved Plan+ 3.0' from
Grade
All Dimensions shown are to be n o
Field Verified before Construction 3'-6" 1 Olt
Commences
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— — —1T- Step —IT- — — —1
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Pre -Manufactured railing shall be constructed 314„ II I I step I I II
to withstand a concentrated load of 200 pounds II I I step I 1 II
applied at any point along the rail in any direction.
It must also withstand a uniform load of 50 lbs. per step
lid 1 th '1 d' t' n —IT- — —IT- — —IT-
4"P
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�/ iyi..I N/IsN
2'x6"P.T. Decking
Pre-Manuf Railing
bycthersa,i/LE _J' ry/(n) 1IL O11'J5V1 t)G1'
"eochjoist
%V1(2)I2dnaiIs
3'-6t' x 6'-411
i
�4x
2500 psi concrete,.
10"
Step 1"bullnosc
Simpson LSCZ
12" Gaiv. Bulnv/(2) i/2" clot
.� I-'•'---3'-101/2'
Sorer to 2" x 6"
Stair Calculation:
12 washers and (1)" nut
2^ x g to Post (trP.)
W
I
2" x I1"Stop (typJ
Total Height = 36"
Risers = 7.2" = 36"
ro
2„ x a�-I I '
7.2"daMcryp.)
4 Treads + 10" = 40"
P.T. 2" x g
7 '
7.211(2)+10"=24.4"
P.T. 2" X 8m��ian0.5
P.T.2"x6"w/(2)
ge�v
4"x6'4"x3'-0"
PT
1
121 GaIv, bolt w/flat
'172
Z' 2$00 psi concrete
lineal foot app e a ong a rat m any rrec to . to -1b11 4 x na washers and nut ea.post
Intermediate rails and posts (in fill) shall withstand E _ — — — — P.T. .4^X
— —
a horizontal load of 200 pounds applied against any 4' Post
one square foot area, not concurrently with other loads. 4 -0 I4" x 24" deep
zsoo Rai cone.
+ 3.0' from 21"
Grade
— — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — — — — .— — — — — — — — — — —'— — — — — — — — — — — — — — — — — — — -..
I I 8" 94 rebar pine
I ( \ \ \\ \ y I I 1 each way
DECK SECTION
FT \�J —1_J I I
N.T.S.
W III O I I
A rl I l
� II II
II II
II 11
II II
E"i I I I I �rrPj Y-13/4' r�
L I I I Stringer to 2"%6° N
Impson LBCZ k
I III
to
I I III 4'" tv
I I III a
— —1r — it NOT I UDED
Simpson LSCZ I I I I P,T.4'X4'Past
Stringer to 2" x 6" � II �, h I I „ I �
— — — — — — —
3'-4" -~ — i1-I-- "I
�� IIF iI "•I i I ''° I I ndw/a(%IiI �
is
r a �
„ 7 '. n=�•J 3'-6" I I - -..__ .. . _..._� .n.4«+wrG' � _ --- - - - _! -_���'
1 rP�Gs o 3 -0 { I { I
FT I
I ( III
I I III
4" x 3'-6" x 3'-4ll f I
2500 psi concrete 3'-4" I I 1 1
ri I I I
Stair Calculation: III I I
Total Height = 36"
I 1
5 Risers = 7.2" = 36" III I I
II
4 Treads + 10" = 40"
7.2" (2) + 10" = 24,411 1 1 1 I I
3lo'�i�Nl�f/L ——————————-——————————————————————————————
——— -----— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
Pre-Mnuf. Railing —_---- — -- — _ _— ----.--'—.---------------__--------------------.------------------------------
yothers (.//eesf r/mlll a 1v n r v v v v
Not I' -I T-
Included tYPp. v ° v v, a ,v v v -v , q v v ,v v at v, q, \v v• r
fHE
Not I IIIt Included I
Exist
Grade
B" 94 rcbar pins
each way
T-13/4"—
2'A 12" 2'-012"—
.T. 2" x 4" end
\ x4"Stop cap
Ar4ho
Anchored to con .
IM 1/4" dia z.� G•'iv • o. C,
m
tta
k k
fV iV �
f F
a r;
P.T. 2" x 8"
P.T." " x 8"
k N k N N tV
0. 0.
Simpson LUS26�
ea. end (typJ
T. 4' x {" Post
4" X 4" Post
min
20
k
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I IC r �Simps
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oo
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livl
ea. en
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A.T.
Exist. 2" x 10"
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11
n
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Existing Buil 4
FRAMING PLAN
N.T.S.
RECEIVED FEB 2 ' 'ZBp
r , , �° ' P , • ALL LUMBER TO BE P.T. SYP#2
SimpsanLSCZ E LANSANDA LORRECT'i]1glOHK' —_--- ALL STRAPPING TO BE GALVANIZED
V4^bullnoac Sicapsoto2"x6' pApRE EFLANSAND CORRECTU)W " 'r I' ° °� ° i° ° ` ° ° °' I •
BY
2,X,,•sep(ity13E NECESSARY
I ORDER
THATPv°" • ALL CONCRETE 70 BE 2500 PSI MIN
MAY BE NECESSARY i OgDER T P
COMPLY WITH ALL AP LICABLE oDEs. ,<° ; 1r < P n P ¢ P d r '•n r n In, ¢ ALL REBAR TO BE GRADE 40
7.2"dscr(typ.) v .,
•
v
P.T. 2"x and
notc.PoA.
Galy. bolt w/flat
washers nd not ea S(
Gicide —/ P.T. 2" x 4" Stop cap
Gmdc Anchored to cant.
Wj 12M"dia. x'rg
Tapcons. (2)12d Neils
ea Solution to stop
,v-
7." I -�j I
1v vv 1v r v
7" 2500 psi concrete v v vi a ,PI I v x
4_A 2,500 psi Conc. w/ 6x6 10/10 wwm
- - '7.'•.. ,v' I
or Optional3,000 psi FlbetmeshConclete
,,.. :, :;r.,-:..;.. r'•; ..: qrp v v v v ,vv 'v a v ¢ o`, v v v v v. v I1 v vFinshed 411
-6'.-—3'.71/4" 44" ° .,cgnbrdte slab,25,00 p§i,min.*/ ° ¢ Grade 8" i'•:
i f..
b• ° I,r ;; Fib mesh or 6x6 10/10 wwm°supported °
J 2
1 ''on eairs @ Y O.C.'s E.W.; over 6 mil. a '° ° e °, I° ° Min. M p -/ ti MiL Visqueen Vapor Barrior
'' c L" Clean Compacted, Termite Treated Fill
sscTloN 18'-0" ° ' I' " yaps barrier, and °clean,'coMn.gr ed, ° _ ° I v 12 / ,, .' p
N.T.S. ° ° °tefrife freated'fill �(typ.y' air stabs', co
All Dimensions shown are to be ° I ° : ° " Facings have been' designed foI' a°soil° ° j' °- 16 „
1 ° ° ° Bes ng pressure of 2000 psf: ° ° ° Min.. 2 - #5 Rebar
Field Verified before Construction ` I°
y,�y, /� p
Min. 3" Cover
Commences
v 2.' q ° v v: - v v • .v° v ' v v v v , v '`v v, v' °v v Iv v '-v Mono Footer
N.T.S.
Pre -Manufactured railing shall be constricted (
to withstand a concentrated load of 200 pounds a
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applied at any point along the rail in any direction.
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It must also withstand a uniform load of 50 lbs. per - • L• _ . — _'_ _ _ _ _ _ _ _ _ _ _ _ _°_ _ _ J
lineal foot applied along the rail in any direction.
Intermediate rails and posts (in fill) shall withstand ALTHOUGH GREAT CARE HAS BEEN TAKEN TO
a horizontal load of 200 pounds applied against any _ _ ° ', ' - '' ° ' - INSURE ACCURACY, MISTAKES CAN OCCUR.
_ IT IS THE BUILDER'S RESPONSIBILITY TO
one square foot area, not concurrently with other loads. - VERIFY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPANCIES TO ENGINEER
Written Dimension takes Precedance over Scaling BEFORE BEGINNING CONSTRUCTION.
nine Revision Greg Wilsim, Design Management PH:407-252-9037 Draw: GWW Date: 02-09-2017 Project: proposed Add -on Additions Project Address: 4442 EDWARDS RD Title of Page:
Porch/Stairs
466WeathersfieldAvenue Model: - rCll/Sta1rS
Altamonte Springs, Florida 32714 rhwengr@hotmail.eom scale: 3/8" me P/ Noted 340TL28562CMO-61222 FT PIERCE FL 34981 d C.14,iport Pad
3/9" x 6"
to existing
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