6855 SW 63 ST EB-93-084-001 (A,/
E _%_CkH
S
_A
LLJ
7 Ifiz To MA4CH EYQ6T190,o P100F 151-05
F
N
<
0
CC
Z
0 Z
F_ � o-
at A %4-
T LJ
a4; Q Q�
71
0 0
le
L=LI QD__
14
N
UJ
<
L(D
C)
<1
I GO TO SWI 7C0 (555
CL
FLOO6 FLAR)
Front, Elevation , 1/4
LO
co
tu
U_ rA eta"I 1 ,3/4",
THRU. NEW PEDI ENT C) UJ i7z:
Q
U
GENERAL NOTES:
C\J
(J
1 . All material and labor performed according with S.F.B.C. STRUCTURAL NOTES:
Ln E
atest editioft 42 CC
20
0
1 -- Based on ,,visual' analysis ,soil- be ring,,.capacity has.,,beeln.
2. General Contractor shall be responsible for 611 permits, U. < F- E ro
fees ' approvals, and taxes necessary to the construction ;7�
-4
determined to be 2,600 P.S.F. Footings hav'e' -been ,designed
QN
of this' projeclt. J_[ for an� a'llowable bearing capacity of 2, 000 P.S.F. All
L11 I ions
3 General Contractor ,shall keep the site clean and secure U77 footings shall be carried to rock.� �If �other condit
are encountered I tect before proceeding.
at all' times. notif y Archi
24 �
"4. 'Any,part, of the,Owner's property,, including septic tank �2. All, concrete to attain a minimum ultimate compressive
and drain� field, which has been damaged 'or defaced by strength of 3,000 P.S.I. in 28 days. Aggregates� to be
Z-4
4W
operations of the sub-contractors, shall be replaced or , r I -T r-L--,-T
restored to its original condition at' no additional cost clean and well' graded, maximum size, -1 Concrete slump
L____L L__ -1 3" minimum to 5" maximum.
to the Owner." JI -
1 .1 1 1 � 1 .5.4 - -
5. Protect all existing areas to remain' ,'from,any damage 0 a!o' 3. Concrete cover to be as follows:
during construction. Bottom Top Sides
� 6. All w6rk .shall be performed in the best and most 10,b" Footings 311 211_ _211
'professional manner by mechanics skilled in' their Columns --- --- 11
11 /2
respective trades. Slabs 3/4'1
3/4" 1
7. The Architect shall be provided with shop drawings, or 4 ., Reinforcing steel to be new high strength bil let steel
samples of custom fabricated ,items prior to construction
a roval. The Architect shall be consulted for those L_-� deformed as per. ASTM ,A-305,, and conforming to ASTM A-6115,,
for pp P I--m 1/4 Oil I grade 60.
FI Ep-%tr,, i Elevat 1/4
items not shown in the drawings. Substitutions shall be Entry Ul I Y.
permitted only upon written1consent from Architect.
5. Structural steel shall conform to ASTM A-36, except for
8. The Contractor shall verify and be responsible for,all steel tubes 'Which shall conform with ASTM A-500, grade
dimensions and conditions on the job. 'TheArchitect, sh.all B. Bolts to be A-325. Detailed, fabricated . and erected
be notified of discrepancies,, 5Y,7ERD 0 9 SXI'�TG OVEMAgG (QA,) ,
in accordance with AISC specifications, latest edition.
� 9. Replace any- rotten wood encountered. Notify Achitect
and Owner before repair. - 6. Conventional' wood f raming must have a minimum f iber
stress capacity"-( Fb 1 200 P.S.I.
10. All painting,by others. Contractor shall counter sink -
all nails.
_4D 11 . Any unforseen. repairs, or existing code violations found -lob
after demolition shall, be made known to the Owner -0 eX15TG 5LOPE
G 5 1
Architect bythe General Contractor before proceeding
- with work.'
12. owner shall provide use of phone, only for 'calls
�UILITT 5ADEM-tAT
connected with work. All long distance calls made by
general contractor or any sub-contractor. shall be paid
_0
................ .... .....
by-the General Contractor.
s of "WOOD LIFE" 0
13. General Contractor' shall provide 2 coat
--to all exterior wood prior to installation I
'27 4-
I "I ff_�, 70 Q:li
14. All new windows shall have-,Dade County Product Approval. ;,Et \�J0
LIJ
All.windows- shall be installed as per window manufacturer
i - E
specifications. All ,installdtbon by window manufacturer.
General' Contractor shall prepare opening as require for rZ4 143-rb CSAIR Z
installation. UJ E
0 VU, MtNc�.
15. All landscaping by others. General Contractor shall�* 0
�NeT� VANKW, FOOL 4-
protect all existing trees during construction.
damaged sod. � 0
' General Contractor shall replace all
7 1 57T 0
cast- concrete simulated keystone
16 All pre by "Ponce A-1Z
3557 northwest north river drive, Miami, Fl. , '
33142, phone (305) 634-701l .-
stone",
LJ_
0
17.- All brick by "Dunan'Materials", 1001 S.E. 11 Street.,
4-
Hialeah, Fl. ,, phone (305) 888-6443.
4- <L
1 Woodwork which is to be,painted shall have exposed
surfaces free of defects. 14-
5:) V)
NEW PO- 0 <
19. All finish work ,shall be free from all defects and have
'a one (1 ) year guarantee.' The Architect/owner reserves '0
and workmanship which
the -right to reject 'any material
.'is not considered to be up to the. high standards of the
trades involved. 03 +
19. shall visit site and be familiar 43 Q)
e w
General Contractor (D
Lit
with th ork entailed' and all such work be included in
'his bid.
0
_41-,L
20. Exterior stucco finish shall consist-of -scratch coat 14EN WAI WAT 0- 0
and smooth. finish finish coat tolmatch existing with FLV�, 0
.12 hours drying interval-All corners and projected -Q- 0ANEV4ky
moldings shall be applied against wood rulers.,, UJ
4-
Lo
CC)
General Contractor shall legally dispose all construction
rl
71-
from site. 0
0
U-)j
1 . All work ,shall comply with'
ELECTRICAL NOTES:
the S.F.B.C. latest 'edition
- and the N.E.C.
2. Contractor shall coordinate with other trades -prior to
commencing work 'EY115T'Q rK FLf),
revision-
All lighting fixtures by owner and installed by Contractor. EEX!5r�.199, FL6,(2 7- eLOF
7� E 5/4"
4. Work shall be performed,by a licensed Electrical Contractor
operative to the acceptance.of the Architect / Owner.
TO
_i7�7�
-7-77
-%Ian i" , oil
1:0GE OF WCH
in, a ,first class manner and shall, be completed and fully
r OF NALKWkf, bite rr
Connect new circuits C-1 and C-2 with 2 # 14 (THW) cu. in
X%
project no.
e.
1/2" min. conduit' with ,a.,15 ,Amp breaker 'to existing -electrical (G 1Z
panel-. Use romex, within the� structur
-the job site prior to -bidding, to -COTG TO
6. Contractor' shall visit TOr OF r
all existing conditions which will affect his TIATCH rX15TG
work. !Fallure to do so will- not be accepted as 'a-reasonr L4D Legal Description-
for requesting extra pay where the existing' condition
result in extra material� or labor. The .Contractor'shall "LOT 11 5LOC6 (L ,' OF ' TRA�40.IJUTY E57ATF-511) �Iccar)DINQ TO THEE rLAT _
date
notifv immediately the Architect / Owner of,,any. existing _J 7�V)SQFF A'5 BSCOP�DFM� N FLAT �001� 75 AT PAGE G� Or 7RE' FU$Uf1 ME OKS 0 F
condiiions ,which will 'adversely -affect the work' 6# Ec
OF DADE 95
4
7. Contractor shall install eight (8) garden'lights.
Contractor shall coordinate with Owner -on job site for
location.
Z
OVEDell% 67 0 eet nu.
ow%AV%
,rITY OF UTI . �,.,AMI
W. a I I t�utiu,n 3/4
01 L RED ILKJ i Ll TAM
THRU' NEW PORCH
A '11
DATE C iLvIAN