01-0193_2-001 NO REVISION DATE
3'x8' W. J. 0 24' O/C
I
40'-5'
0 0 0 CD
0 (D 0 0 ( � �
4' EXISTI
f . RESI N
� USP RT18112
EXIST. 12' 0 (TYP) W/6-1001 TO JOIST +43.0 +43.0 +43.0 +41.4 +43.0 +43.0 +43.0
- O GONG. COLUMNS ® 3 14'Ox 114' TAPCON TO CONC. -56.1 -458 -458 -442 -458 -45B
^__ 1 TO REMAIN UPLIFT = 814M
P.C.No.00-1218.03
WEST ELEVATION
j - - - SCALE 1/4'=1'-0'
I __-__ - - - a FLORIDA ROOM ENCLOSURE ® �.
FaF.E. 0'-0' = ►�10' N. Y.D. S Ct I ON C-C
SCALE 3/4 .=l -0'
- _ DOOR SCHEDULE
_ -- - - - MARK SIZE TYPE FRAME t�EMARK pPEN1NG C-D
A/C UNIT A/C UNIT I 3'0' x 6'8' S/TEMPL GL METAL EXTERIOR 38'x 82 1/2'
6'0' x �O'8' s/rEMPL GL METAL EXTERIOR �4'X 82 !/q'
® O O O
I ' H Li 1-1
WINDOW SCHEDULE
7Ffi MARK CODE DIMENSIONS TYPE GLASS OPENING
+45.0 +45.0 '-
A SI-I-24 31 x 50 gie' SINGLE HUNG CLEAR 39 x 504'e' -418 -418
+4310 +4310 +4310
I ,
FLOOR PLAN -458
SOIL STATEMENT: SCALE 1/4 =1'-0' ELEVATION SOUTH ELEVATION
SOIL AT SITE IS SAND AND ROCK WITH NORTH E AN ALLOWABLE BEARING CAPACITY OF
2000 PSF. AT TIME OF CONSTRUCTION SCALE 1/4'=1'-0' SCALE 1/4'=1'-o'
ENGINEER SHALL INSPECT AND VERIFY p
i AND PROVIDE LETTER TO THAT EFFECT.
NOS_ II II
F-3.0: 3'-0'x3'-0'x10' W/4S E.W. 8'x8' FILL BLOCK CELL W IS VERT.
F-3.m F-3.01 F-3.0 F-3.0 aA F=310 F-3.0 F-3.m F-3.0 Cl-: 12'm CONC. COL W/4+'S VERT. '
r -� r- 1 +'2x10 W/4 EMBD 16 O/C
I I I I I I I I I I I I I I I I 03 TIES w 12' O/C CONCRETE NOTES:
-' ( C2-: 12'0 CONC. COL W/405 VERT.
c-2 1 TO ATRSM A615, GRADE CsRADEE60HALL BE NEW BILLET STEEL CONFORMING
03 TIES w 12' O/C
G-1 fi G-1 1 G-1 12 (/J GONG. GOL W/4+'S VERT. Z. UNLESS OTHERWISE NOTED, ALL DETAILING,FABRICAtION,4ND PLACING (r L jw-i L—— J L—— J L—— J L— J L__ J L—— J L J TE: 8'x12' T. EDGE W/205 CONT. 03 TIES Q 12' O/C OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD
w>r PRACTICE FOR DETAILING REINFORCED CONCRETE MEMBERS. LLLJJJ"'
L A; ALL BAR SPLICES 30 BAR DIAMETERS (12' MIN.) UNLESS OTHERWISE
I I NOTED.
4.ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS UNLESS OTHERWISE NOTED.
I 5. WIRE MESH REINFORCEMENT SHALL BE WELDED SMOOTH WIRE FABRIC
I 105 VERT. IN FILL CELL (TYP.) I C- I CONFORMING TO ATSM A185-19 WITH A YIELD STRENGTH OF 60,000 PSI
E3 . EXISTING 6. WIEL:: MESH REINFORCEMENT SHALL LAP ONE FULL MESH +2' AND BE
B E .J
I 0 4' CONCRETE SLAB I SECURELY WIRED AT EACH SIDE AND END.
ON 1 LAYER OF 6x6 W 1.�t:• 1.4 I COLUMN DETAILS 1.1"1!N`-iUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED
' - WELDED WIRE FABRIC :t.... :r.) 1 SCALE 1/2 -1 O
ON 1 LAYER ON VAPOR '<°�RRIER A. _':?NGRETE DEP3405IT AGAINST THE GROUND .. . . . . . . . . . . . . . . .3'
1� ON WELL COMPACTED i:l;..;_ 1111 15.CONCRETE EXPOSED TO THE WEATHER OR IN CID
CONTACT WITH THE GROUND . . . . . . ... . . . . . .
8x8 STARTER COLUMN . .. . . . . . . . ..... . .2'
G. fl-A55 AND WALLS NOT EXPOSED TO THE WEATHER II (I II
I I W/1�5 VERT„ 1"5x10' DWL al II IE
I W/4' EMBD. 18' O.C. (TYP) c:R IN CONTACT WITH THE GROUND ... . . . . . . . ... . . . . . . .... . . .
USP RT 22112 D. BEAMS (OVER MAIN REINFORCING). . . .. .... . . . .... .. . . . .... . 2'
W/18-1001 (S-1001 t0 JOIST) E. SLAB ON GRADE (NON STRUCTURAL) . . . .. . . .. . . . a CENTER LINE
I I (S-10d TO BEAM) F. COLUMNS (OVER MAIN REINFORCING).... ... . . ...... . .. . . .. . . 2'
uplift= 1008"
P.CNo. 00-1218-03
_ � f
EXISTING RESIDENCE i'�Z-301NSULATION
C 3'x8' WD. RAFTER
- SHETt-IINCx NOTE:
OUND AT I Oi l FLAN l g 24' O.G. 3 ��, � �-
=_ _ USE r% .SPA RATED SHEATHING EXPOSURE 1. INSTALL WITH THE LONG SCALE 1/4'=1'-l�' 2 �' 3'x8' W.J. a 24' O/C
ii - DfI�I [ON OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND 4'x8' WE) BEAM
WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL END JOINTS
'SHALL -OCCUR OVER FRAMING. NAIL ro' O/C ALONG SUPPORT PANEL EDGES 1'4% �- -1�----
ANE; INTERMEDIATE SUPPORTS, BASE ON MAXIMUM SUPPORT SPACING OF WOOD NOTES: 5�8� 0 T.B. (TYP)
_ _( u USP RT 18112 a 24' O/C -
-24 O_.C- NAILS SHALL BE Sd COMMON NAIL WITH 1 3/4 MIN. PENETRATION ON I. PRIMARY WOOD FRAMING MEMBERS SHALL BE No. 1 SOUTHERN PINE OR W 16-10d TO JOIST
MAI_�! M'=MBER. BETTER SURFACED DRY, USED AT Icb% MANX M.C., WITH THE 3-1/44% 1'4' TAPCON t0
FOLLOWING STRESS RATINGS UNLESS OTHERWISE NOTED CONC. o• ���III���
Fb(SINGLE MEMBERS) =1500 PSI UPLIFT■ 8140
Fb(REPETITIVE MEMBERS) ■1100 PSI TB:
- Fv 30 PSI R_5 INSUL. P.C.P G No. 00-1218 3 _
8'x12' t.B.
_- - : Fc = 560 PSI W/403 T a 12' O/C EA END
I _ E =1,100000 PSI
2. ALL WOOD TO BE GCA PRESSURE TREATER, 25 PGF. BALANCE ® 48' O/G
Z"5 DWL x 24' W/6' MIN.EM15D EACH END
DROP TIE BEAM AT OPENING
I I I I I I I I I I I I I I AND ADD 2S AT BOTTOM MOST � • • ''
t 1 C-1 W/03 TIES a 10' O/C. t
+'5 IN FILL CELL
I I I I I I I I T.5- 1 t I I I I I I I (TYP. AT OPENING)
••
U-) IA. •.
I I I I I I I I I I I I I I I I I I I I I J �• �. :>.� � � + ��� �U•: �►, ,
�--
.. a 1+5x3'-0' DWL W/6' ^ Pip,
f
EMBD. EPDXY SET (TYP-) JESUS .. .:E.
P.E. No. 51449
16711 COLLINS AVE. # 1605
EXISt'G 4' CONC. SLAB SUNNY ISLES BEACH, FL 33160
I
De PH (305) 949-4908
. e
I I I I I I I I I I I I I I I I I PROJECT No.I CADD FILE
NEW CLARISA
I I I I i l l l l l l l l l l I I i l
DATE LAST ENTRY
ANSI
a a.
DRAWN by CHECKED by
NR JN
° ° NEW 8'x12' EDGE OF EXIST'G 4' CONC. SLAB DATE ASSIGNED
24' DWL EMBD. END NOV
X0
0
(TYP. AT E ACH S IDE OF EXISTING SLAB)EXISTING RESIDENCE
SECTION A-A (NORTH t SOUTH SIDE) SCALE
'-0' 1/4" - 1'-
0"
SGALE /¢ =1ROOF FRAMING PLAN DRAWING NUMBER
-SECTION 5-5
SCALE 1/4'=1'-0' SCALE -S/{',t'-0'