11-1035-007UATE REVISION
1
W
W
M
h d-
EXISTING # 90 ASPHALT PAPER HOT MOPPED Cj W M
ON # 30 ASPHALT PAPER TIN - CAPPED AT 12 4 W co
O.C. AND 6" O.C. AT OVERLAP AREA OVER 5l" U N
CDX PLYWOOD SHEATHING NAILED WITH 8d ❑ F— < o
RING SHANK NAIL @ 6" O /C. TO REMAIN. 12 Q Z U� �€
3 •• � o�
'/4' MIN. SLOPE 00 a
Z
EXISTING # 30 ASPHALT PAPER TIN - CAPPED AT 2ED w Q W 3j LL
ON N
g
a
O.G. AND 6" O.C. AT OVERLAP AREA OVER 5 /e" _ z _ (n _ a
EXISTING # 90 ASPHALT PAPER HOT MOPPED K a o
ON # 30 ASPHALT PAPER TIN - CAPPED AT 12 ' U cy) Q 6y
CDX PLYWOOD SHEATHING NAILED WITH $d " '` __-- i D O
RING SHANK NAIL @ 6" O /C. TO REMAIN.
O.C. AND 6" O.C. AT OVERLAP AREA OVER EL, +9' -2"
CDX PLYWOOD SHEATHING NAILED WITH 8d ❑ L 6
2x8 WOOD JOIST EXTENSION RING SHANK NAIL @ 6" O /C, TO REMAIN. T.O. BEAM.
NAILED WITH 6 -16d NAILS AT !a' MIN. SLOPE I z
EACH EXISTING JOIST.
i z
EXISTING 1 "x3" PT. WOOD aE
FURR. STRIPS @ 16" O/C TO a
I REMAIN. W w 9
EL. +7' -7" i i EL. VARIES I EXISTING 3x8 WOOD JOIST U p vffm bm
@ 24" O /C. TO REMAIN. EXISTING WOOD TRUSSES
T.O. T. BEAM. r9 T.O. BEAM. TO REMAIN
tl. W it
N
1'-4" EXISTING 3x8 WOOD JOIST METAL DRIP EXISTING R -30 INSULATION o°
METAL DRIP - @24" O /C. TO REMAIN. TO REMAIN. $v
EXISTING 3x8 WOOD EXISTING 3x8 WOOD JOIST w Q
PROVIDE 2x10 WOOD FASCIA 24" O /C. TO REMAIN, M
JOIST TO REMAIN. °� %z" DRYWALL CEILING b-
NAILED WITH 2 -16d NAILS AT EXISTING I PROVIDE R -30 INSULATION. ON 1 "x3" FURRING AT 16" O /C, m
EACH JOIST. PROVIDE R -30 INSULATION. PROVIDE 8 "x 24" AT 8' -0" O.C. W M o0
VENTS WITH INSECT SCREEN ON %z" DRYWALL CEILING ON TO REMAIN. W W ce) W
PROVIDE 8 "x 24" AT 8' -0" O.C. Y2" DRYWALL CEILING ON %2" PLYWOOD SHEATHING NAILED 1x3 FURRING AT 16" O /C. LL -
VENTS WITH INSECT SCREEN ON 1x3 FURRING AT 16" O /C. WITH 8d NAIL @ 6" O /C. ' EXISTING THICK DRYWALL • • a8
%z" PLYWOOD SHEATHING NAILED DRYWALL CEILING ON ON 1x2 WOOD P.T. FURRING @ _ 0
@ " PROVIDE R -30 INSULATION. 1x3 FURRING AT 16 O /C. 16 O.C., W/ R-4.1 INSULATION
WITH 8d NAIL 6 0 /C. ( PROVIDE METAL STRAP BY 2x8 WOOD BLOCKING NAILED WITH TO REMAIN. U] It W
MFR NU -VEU. SEE PLAN, 2 -16d NAILS AT EACH WOOD JOIST co Q
2x8 WOOD BLOCKING NAILED WITH EXISTING 1x4 PT. WOOD FIRE W ❑ --�"
2 -16d NAILS AT EACH WOOD JOIST ( PROVIDE WOOD CONNECTOR AT I STOP TO REMAIN. —3 j V-
PROVIDE 1 x 4 PT. WOOD EACH JOIST SEE PLAN. Q Q cj FIRE STOP.
�y a
cr 6
CONC. TIE BEAM. SEE LL Z �
ul
CONC. TIE BEAM. SEE 5/s SMOOTH STUCCO PLAN AND SCHEDULE EXISTING %" SMOOTH EXISTING C.M.U. WALL IL (,J„w Lo
5/8" SMOOTH STUCCO x PLAN AND SCHEDULE MATCH TO EXISTING. FOR REINF, STUCCO TO REMAIN. TO REMAIN 5
MATCH TO EXISTING. ' FOR REINF. I °
" „ 1 "
8w
#5 @ 48 O /C. IN 3000 PSI #5 @ 48 O /C. IN 3000 PSI EXISTING /z THICK DRYWALL N ���- *_ 2►� / //� F
CONC. FILLED CELLS. Y2" THICK DRYWALL ON
Y2" THICK DRYWALL ON " ♦ J7 /
1x2WOOD P.T. FURRING CONIC. FILLED CELLS. 1x2WOOD P.T. FURRING ON 1 "x2 WOOD P.T. FURRING '. GC; tij �j =�
—4-- @ 16" O.C., W/ R-4.1 INS. @ 16 O.C,, W/ R-4.1 INS,
@ 16" O.C., W/ R-4.1 ` ; • �- ' `�.f,'r�
INSULATION TO REMAIN. .� I& %� �o
$ 01 G
1-4
y
%" SMOOTH STUCCO %" SMOOTH STUCCO r * O : g 9
MATCH TO EXISTING.
MATCH TO EXISTING. MATCH ' yam• ► z o ca
EXISTING WOOD BASE TO ✓/� -- -- �� ��� it 6
REMAIN. o
IL
WOOD BASE
EXISTING CONC. SLAB W Q z
WOOD BASE TO REMAIN
NEW 4" CONC. SLAB REINF. EXISTING 4" CONC.
WITH W1.4xW1.4 WWF. OVER ` EXISTING 4" CONIC. 4 EXISTING 4" CONC. SLAB TO REMAIN, ? s
WELL COMPACTED FILLED. SLAB TO REMAIN. EXIST, GRADE SLAB TO REMAIN. o
Az ❑ °
OJ Fm _j MI (",
lz
a t.i
EL. -0' -6" _ _ m a EL. -0'-6" ¢ EL. -0' -6" 'p f. _ ° '-
® _ - a °. ,
Z
TOP OF SLAB co g TOP OF SLAB S ' TOP OF SLAB Q d
s
% / `� \ / `' . 5 : °^ �/\`\ p.. Z n Q it
Qx x�x \\ \7\ \ \` \� \\ \ W
a ✓' ,°' / <°\. r \ \ \ ° `�\ \ \� \ EXISTING CONC. FOOTING L�.L/.
r'rr\\r'\\r'r\ \O ��'�.�/'o' r'� ✓/ r`°/ s`�r s / '�/ r'�° '°,✓ %s/ /'�r �%1°�/ TO REMAIN €
o
\ \ \ \
✓",'r' '° \'/r' \'°r'\ r �°r° °° !r \ °�\j \ VAPOR BARRIER co (�l 0 0
� �\ _
(6 MIL} W � � 1 � F
EXIST. GRADE Z �
., .. M
CONC. FOOTING. SEE \ %\\�� CONC. FOOTING. SEE ,�\ \\� ° ..w,\\� \� U ..
PLAN AND SCHEDULE. �\/'l \f� \ r\rr \r,/ \✓f PLAN AND SCHEDULE. rr' �r' r'r' / %°'r' \'` '` SOUTH MIAMI
,3UILDIING DEPT
S k r,,0( :fURAL GT{ N DWC3. TITLE
a.a$wI � „a` .. s SECTION
SECTION 1 S \CTION SEC N TI -`°
2 � 3 ,.
3/4" = 1' -0" - 3/4" = 1' -011 - 3/4" = 1' -0" -
SCALE
AS SHOWN
DRAWN BY CHWD
- LUIS A. HERRERA A.M
PROJECT NO.