01-0193_2-002 No REVISION DATE
3'x8' W. J. Q 24' O/C
�j
O O O O O O O
EXISTIN
j
LQ
RESI N
EXIST. 12' 40 (TYP) USP RT 18112 44 b
GONG. COLUMNS
W 16-10d TO JOIST +43.0 +43.0 +43.0 +41,4 +43.0 +•43.0 +43.0 -4
� _ _ _
i 56.1 45.8 45.8 -45.8 -
i 3 1 i4 tAPCON t0 CONC. -442 45.8
I, TO REMAIN
y - UPLIFT = 814"
�I P.C. No.00-1218-03 '
WEST ELEVATION
- w SCALE 1/4°-1'-0'
- - m FLORIDA ROOM ENCLOSURE
SECTION C-C,
_ F.F.E. 0'-0' = 1520 N .V.D. SCALE 3%a°=1'-m' I �
i
k - -- -
A/C UNIT A/C UNIT
1 1 1
0 �
i
it
Ld LJ L
Ydtj
+45.0 +45.0 '-
-4'1.8 -418
+43.0 +43.0
+43.0
C -45.8 -56.1
FLOOR PLAN
SOIL STATEMENT: SCALE 1/4°=1'_0' 1 I
SOIL AT SITE IS SAND AND ROCK WITH NORTH ELEVATION SOUTH ELEVATION
AN ALLOWABLE BEARING CAPACITY OF
2000 PSF. AT TIME OF CONSTRUCTION SCALE 1/41=1'-01 SCALE 1/�4°=1'-0°
I� ENG=INEER SHALL INSPECT AND VERIFY
!i AND PROVIDE LETTER TO THAT EFFECT.
!
!
I
!
NOTES:
J
F-3.0: 3'-0'x3'-0'x10" W/4#5 E.W. 5"x8" FILL BLOCK CELL W/1#S VERT. +�--
i,
F-30 F-30 F-3.0 F-30 F-30 F-3.0 F-3.0 F-3.0 �� ��
r---� r---� r---� r---� r- --i r---� r---� r----i C1-: 12'0 CONC. COL W/4#5 VERT. 1 #2xI0 W/4 EMBD a 16 O/C
I I I I I I I I I # „ _
3 TIES a 12 O/C CONCRETE NOTES: j
-- I C2-: 12"0 CONC. COL W1405 VERT. c - 2 1. ALL REINFORCED STEEL SHALL BE NEW BILLET STEEL CONFORMING
- #3 TIES a 12" O/C TO ATSM A615, GRADE 60 j
TE C-1 -fi C-1 C-1 C- I 12 CONC. COL W/4#�✓ VERT. 2. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION,AND PLACING
L - J L-- J L -- J L-- J L- J L-- J L-- J L J TE: VAV T. EDGE W/205 CONT, 03 TIES a 12' O/C OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD j
3. LAP ALL BAR SPLICES II30 BA1R DIAMETERS ((1122M N.) UNLESS OTHERWISE
NOTED.
4. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS UNLESS OTHERWISE NOTED.
5. WIRE MESH REINFORCEMENT SHALL BE WELDED SMOOTH WIRE FABRIC
1#5 VERT. IN FILL CELL (TYP.) ( C_ � CONFORMING TO ATSM A185-19 WITH A YIELD STRENGTH OF 60,000 PSI
B B - EXISTING 6. WIRE MESH REINFORCEMENT SHALL LAP ONE FULL MESH +2' AND BE
ON I LAYER OF 6x6 W 1.4x W 1.4 I COLUMN DETAILS
SECURELY WIRED AT EACH SIDE AND END.
m 1. MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED
WELDED WIRE FABRIC (W.W.F.) I SCALE 1/2°=1
SHALL BE:
ON I LAYER ON VAP!?r'-. BARRIER I s ,
ON WELL COMPACTEC ;=ILL A. CONCRETE DEP/4051T AGAINST THE GROUND . . . . . . . . . . . . . . . . . 3
IW uj B. CONCRETE EXPOSED TO THE WEATHER OR IN
~I 8'x8" STARTER COLUMN CONTACT WITH THE GROUND . . . . . . . . . . . . . . . . .a, .,,,. . . . . . . . . . . 2' i
W/105 VERT., 105x10' OWL
C. SLABS AND WALLS NOT EXPOSED t0 THE WEATHER
' I m OR IN CONTACT WITH THE GROUND .
W/4 EMBD. 18 O.C. (TYP) . . . . . . . . . . . . . . . . . . . . . . . . . 3/4'
1 USP RT 22112 D. BEAMS (OVER MAIN REINFORCING) . . . . . . . . . . . . . . . . . . . . . . . . . . 2'
W/18-106 09-10d TO JOIST) E. °LAB ON GRADE (NON STRUCTURAL) . . . . . . . . . . . . . CENTER LINE
(9-10d TO BEAM) F. COLUMNS (OVER MAIN REINFORCING) . . . . . . . . . . . . . . . . . . . . . . . . 2'
Uplift= 10080
P.CNo. 00-1218-03
/ / 3'x8' WD. RAFTER /
EXISTING RESIDENCE 6 24' O.C.
FOUNDATION i 3 ''
_ SI-IE�4T+�INCx NOTE: ����
2
z
- USE ��8 APA RATED
SHEATHING EXPOSURE 1. INSTALL UJITI-{ THE LONG SCALE 1/�°=1'-0' -3'x8' W.J. m 24' o/c
_ = D1MFNSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND 4"xV WD BEAM
IT� =PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL END JOINTS
SHALL OCCUR OVER FRAMING. NAIL l" O/C ALONG SUPPORT PANEL EDGES ''4' R
AND=INTERMEDIATE SUPPORTS, BASE ON MAXIMUM SUPPORT SPACING OF WOOD NOTES: 5�$" 0 T.B. (TYP)
2 " O.C. NAILS SHALL BE Sd COMMON NAIL WITH 1 3�4" MIN. PENETRATION ON 1. PRIMARY WOOD FRAMING MEMBERS SHALL BE No. 1 SOUTHERN PINE OR USP RT 18112 g 24' O/C
W/6-10d TO JOIST
- I"14IN-MEMBER. BETTER, SURFACED DRY, USED AT 19io MAX M.G., WITH THE 3-1i4'mx 11/4' TAPCON TO
I FOLLOWING STRESS RATINGS UNLESS OTHERWISE NOTED GONG. °
= --
Fb(SINGLE MEMBERS) =1500 PSI � UPLIFT= 8140
Fb(REPETITIVE MEMBERS) =1100 PSI (Z -...�. P.C. No. 00-1218.03 a
- Fv = 90 PSI - ° 88x12' T.B.
II
Fc = 560 PSI W/403 T -a 12' O/C EA END
E =1,100,000 PSI BALANCE -s 45' O/C
I' 2. ALL WOOD TO BE CCA PRESSURE TREATED, 2.5 PCF. 205 OWL x 24' W/6' MIN.
EMBD EACH END �11�
DROP TIE BEAM AT OPENING
AND ADD 205 AT BOTTOM MOST
j - 05 IN FILL CELL W/03 TIES a 10' O/C.
T$. I I I
(TYP. AT OPENING)
I I I I I I I I I I I I I I I I I I I I I i
I I I I I I I I I I I I I I I I I I I
1 1
I I I I I I I N I I I I
105x3'-0' OWL W/6' o
EMBD. EPDXY SET (TYP.) j JESUS NAVIA, P.E.
0 0 P.E. No. 51449
� `� 16711 COLLINS AVE. # 1605
0 EXIST'G 4' CONC. SLAB SUNNY ISLES BEACH, FL 33160
PH (305) 949-4908
x. oo p
I I I cqI I I I I I I I I I I I
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-III III III-III=III= o PROJECT NO. CADD FILE
I I I I I I I I I I I I I I I G I I I a NEW CLARISA
O O
.-...�-• - DATE LAST ENTRY
DRAWN by CHECKED by
ti/` J f° �TIF / !� NR JN
G4' NEW 8'x12' -0 EDGE OF EXIST'G 4' CONC. SLAB DATE ASSIGNED
X I ST I NG I DNC �� .. ' W/205 GOVT. 205x 24' OWL W/6' EMBD. EA. END I NOV '00
S CT I ON A-A _ ^� TA F, _ (TYP. H EACH SIDE OF EXISTING SLAB) „
F 3.0 / (NORTH 4 SOUTH SIDE) l 1/41'SCALE
I -0
ROOF FRAMING PLAN SCALE 3/a°=1'-0' �•. ►�� •'
SCALE 1/4°=1'-0' '��`s,p•�•'•••''• • \�*��`��` ' SECTION 5-5 DRAWING NUMBER
/A L E. `G�` SCALE 3i4'=1'-0'
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