00-0335-001 A,` '� � • �. ]'1� '• ��- � � � � ^ ^ i het `"�.,.,,9,.;;y 'i. .
f:T'•'��a` a o �� Pos 432 12 12 DONALD W. SHAKELFORD, KIN �.
NEG -45.9 7975 SUNSET DRIVE
�� • ,� 12 - - MIAMI, J1'- -: i2 = = = FLORIDA 3314
1 1 - 305-271-8040
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EXIST. WD. FACIA i _ _ __ _ � ''boy • � ,
T.O. WD. B. NEW STUCCO FIN. EXIST. RESIDENCE _
MATCH EXIST_ JUAN-------------------- I----------- _ ��,eT�.� ,� .• ..
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NEW 2-3'-0'x '-S'x13/4'
; ♦: 41: �
EXI GOMEZ
GRADE 1=.1=. 0 -_ �.,
FRENCH TYP DOOR �'
AND IS' SIDE LITES V GRADE-7 �n C:I 1 ;,4, QI,tID `t �`4 u
ARCHITECT-10 ,i „
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1 2�_O• 1_ , ///' ,
ARCHITECTS
GRADE F.F. WEST ELEVATION EAST ELEVATION
PLANNERS
1/4 N 1/4 0 INTERIORS
�
In
_.. 5851 S.W. 28th Street
SCOPE OF WORK STRUCTURAL GENERAL NOTES Miami, Florida 33155
IIlli_I� ��11 � EXISTING ONE STORY
NORTH ELEVATION REMOVE WINDOWS AT EXISTING FLORID OM, BLOCK-UP OPENINGS 01- DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. 0 C.B.S. SINGLE FAM. RES. 305 - 740 - 7448
1/4° AS INDICATED ON PLAN. ADD A 05 AT 2'-0' O.G. THROUGH-OUT, ANCHOR CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS; IN THE *rL X21 61
ro INTO EXISTING FOOTING. EXTERIOR TERIOR FINISHES SHALL EVENT OF CONFLICT NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING 0
MATCH ALL EXISTING ADJACENT SURFACES. WITH THW WORK.
02- CONTRACTOR TO COORDINATE WITH OWNER AND VARIOUS TRADES SO
PROPER OPENINGS AND CHASES ARE PROVIDED.
1
12 22'-9' 03-ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO
THE PLACING OF FILL. FOUNDATIONS SHALL BEAR ON CLEAN FILL U.
3 F COMPACTED IN LAYERS OF NOT MORE THAN 12" IN DEPTH; 95% DENSITY
12
EQ. 9'-2' EQ, AS PER A.S.T.M PROCTOR TEST OR MODIFIED PROCTOR TEST.
1 04- CONCRETE SHALL HAVE A MAX. 5" SLUMP AND A MIN. COMPRESSIVE 0
STRENGTH ® 28 DAYS AS FOLLOWS:
EXIST. 3' 4) PIPE Foundations & slabs on grade 2500 psi
COL. AS PER MDC Columns & beams 3000 psi
RECORDED DOCUMENTS CONCRETE COVER FOR POURED IN PLACE CONCRETE AS FOLLOWS: 15.0'
EXIST. WD. FACIA " 11
PREPARED BY E. BROWN Jr_ Foundations 3"
• AND DATED 1-14-58. " S.W. 6th TERRACE
.-------------y,____—_________♦r_____________y
Columns & Beams 1 '� N
REMOVE EXIST. ;; ii Slab on fill Ww @ c/slab SITE
WINDOWS. TYP.
ii ! NEW 2 - 3'-0' x (o'-8' x 13i�' Filled cells 3000 psi grout 8
slump min. 1'=20' ® a
L_____________JL______________1L_____________J • DOOR AND SIDE LIGHTS *S VERT. a 2'-0 O.G. THRU-OUT 05- REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS A.S.T.M.
SEE ELEVATIONS
ANCHOR 6' O THE EXIST. A-615. SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND GRADE
EXIST. STUCCO FIN. 10' x 16' CONC. FOOTING. TYP. 60 SPEC. WITH A MIN. YIELD STRENGTH OF 60,000 PSI. SHALL BE
c0
DETAILED, FABRICATED AND PLACED AS RECOMMENDED BY A.C.I.
GRADE ' EXIST. ELECTRICAL 06-WELDED WIRE FABRIC [WWF] SHALL CONFORM TO A.S.T.M. A- 105, LEGAL DESCRIPTION 0
cA `=' OUTLETS. AS PER MDC DOUBLE WWF 36"
ON EACH SIDE OF BEARING WALLS AND, WIDTH OF LOT 00, BLOCK 0, ANY CITY
RECORDED DOCUMENTS FOOTER PLUS 30 AROUND PERIMETER OF MONOLITHIC FOOTINGS. ESTATES, P
PREPARED BY E. BROWN Jr. ESTATES,AND DATED 1-14-58. EXIST. AWNING SHALL BE 07- CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE AND W
1
CONFORM TO A.S.T.M. C-30. PAGE 000
REMOVED AND REPLACED W/ MORTAR SHALL CONFORM TO A.S.T.M. C-27- TYPE V. X
WEST E L E VA T I® ANEW CBS WALL ABOVE THE
NE 3'- '-8' x 13/4.' EXIST, 2'-(o'H. CBS WALL. 08-ALL STRUCTURAL LUMBER SHALL HAVE MIN. BENDING STRESS RATING EXIST. TRIPLE GRIP
1/4' D O S E L V AS PER MDC RECORDED fb 1200 psi UNLESS OTHERWISE SPECIFIED. [TYP.] �.
DOCUMENTS, PREPARED 09-ALL ROOF JOISTS, WOOD TRUSSES, OUTLOOKERS, BEAMS, GIRDERS FRAMING ANCHOR 1/JOIST
BY E. BROWN Jr. AND DATED -
_
EXISTING F L_ ROOM 1_1�i,_58 SHALL BE SECURED WITH APPROVED METAL TIES, CLIPS AND ANCHORS
-�` TO TIE BEAMS AND BEARING PARTITIONS. LATERAL AND DIAGONAL --
12 TO BE ENCLOSED BRACING TO COMPLY WITH THE "TRUSS PLATE INSTITUTE". [TPI]
EXTERIOR ADDITION 10-ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. EXISTING 3 x S UJOOD ;.u:�.;•
11- PROVIDE SIGNED AND SEALED TRUSSES SHOP DRAWINGS INCLUDING JOIST
12 EXISTING CBS RESIDENCE CALCULATIONS FOR ARCHITECT'S APPROVAL AFTER CONTRACTOR HAS
1 REVIEWED AND SIGNED THEM. NEW 3"0 VENTS ONE
T.O. WD. B. BETWEEN JOIST D Z>
r--------------rr'
�r-------------��--------------� 1�
ii EXIST. CBS WALL W/8x12 TOP OF WOOD BEAM
r--------------it--------------yr--------------y�-------------y
STARTER CONC COL. W14
Z
-------------- -------------- -------------- -------------- Y F L O O R P L A *5 VERT. AS PER MDC ._
I I I I I I I I r
RECORDED DOCUMENTS EXIST. 4 x 8 CONT. Q (\^ ® o
PREPARED BY E. BROWN Jr. WOOD BEAM 1} '+
AND DATED 1-14-58, m o 1'0 2'-011 ��•, IL
EXIST. RESIDENCE
1 L
GRADE F F. . I EXIST. O.H_ j �
0 0 cc
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NEW Ix3FT
EQ. 9'-2' EQ.
WD. FIRE BLOCKING I �'
1
no. date revision/issue
1 NEW S" x 12'� CONC. BUI DI c; DEPT.
EAST ELEVATION
NEW Ii2° G.UJ.B. ON -
-13-m0
COMMENTS
4- o CONT. AS SHOWN 1 �,
r 1 x 2 PT_ WD. FURR. PROVIDE 4-#3 TIES 0 -12-mm CCOMMENTS° Pr. �.
1/4 EXIST. 3 0 PIPE 6 24 O.C.
COL. AS PER MDC 612" OC 6 ENDS OR -21-mm BUILDING DI=PT.
RECORDED DOCUMENTS I COMMENTS
___________ == = __ _______�_____=_ ______________�_______-_____:= PREPARED BY E. BROWN Jr. NEW C.M.U. UJ/ HORZ. CORNERS AND X48' OC n-ms-mm BUILDINCs DEPT.
COMMENTS
- ----------ZSAW- THEREAFTER. AS PER
-- - - AND DATED 1-14-58. LADDER REINF. EVERT
----------------------- 111
OTHER COURSE SF�3C-2�O4•2(3Xc)
NEW S e 4'-SD" O.C. ANCHGR
C UT EXIST CBS WALL
6 INTO EXIST. FTNG. TYP.
TO ACCEPT NEW DOOR
111 III
EXIST, 4' CONT.
iii EXIST. REINF. MASONRY 5%. CONC. CAP. designed
/ i
III \\\
Hi l
HIN
l 1 drawn
` 1=XIST. ELECTRICAL 11
iii OUTLETS. AS PER MDC iil MOVE EXIST. AWNING WINDOWS
ABOVE THE EXIST. 2'-6'H. CBs II checked JOG
RECORDED DOCUMENTS i" WALL. FOR WALL SEE MDC EXIST. CONC. SLAB II _ EXIST. CMU approved -
iii PREPARED BY E. BROWN Jr. iii
pp _ �C�t;;
AND DATED 1-14-58. 111 RECORDED DOCUMENTS II Q project no. X30200
�J PREPARED BY E. BROWN Jr.
T.O. WD. B. II AND DATED 1-14-58. II scale
_41 date 03-28 700
I
111
II
I I I
„InII I _____ ____I y 1 I 1
EXISTING FL. ROOM
-------------- --------------
FIN
. GRADE gax
11 --------------
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1 1-------------- I--- ------�-- ------- H-------------
-------------- i I i i i I i I r uy i+"•'`�: .
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ii _______ _ EXTERIOR EXIST. ADDITION
___11______________1 L______________LL______________1l__________- L______________11_______
♦ • qwr�
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EXISTING CBS RESIDENCE � "
EXIST, 1(" x 10" CONC. FTG. "
�" PENETRATION �
FF_ W1 (2)-05 CONT. AS PER MIAMI DADS UJ/EPDX1' ANCHOR
s 1
GRADE �4 EXIST'. CBs WALL W/8x12 W 1
I 1
STARTER CONC COL. W/4 COUNT`r' S MICROFILM REC.,dRPED DOCUMENTS, 5Y HILTY - ACCEPTANCE '•�
-1 PREPARED BY E. BROWN Jr. ARCHITECT
. ' �5 VERT. AS PER MDC. NO. 98-ID�31.O2
RECORDED DOCUMENTS DATED 1-14-58
PREPARED BY E. BROWN Jr. ,,,
AND DATED 1-14-58_
EXISTING FLOORPLAN' ' drawing lQTIO WALL SECTION E LE 1/4
114
i
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