01-0409-004 I
GENE SAL NOTES '.
j SUBJECT 1.- All wood in contact with masonr y pressu re
or concrete shall be re /A0
NEW 2 WATER WELL PROPERTPROPERTY/ treated, - GEORGE E. PEON
i SHALL BE 100' -0" 1'IIN. - -
FROI"I AN�i' SEPTIC TANK 2.- Truss manufacturer shall submit shop drawings, or ^ale=�igr. anti A.RMITECT, A.I.A.
3 , layout (sea led by Registered Engineer) to Engineer / Architect AR# 0007999
for approval prior to fabrication
120 .00 3.- Hvac Subcontractor shall submit shop drawings, or design and f ARCffiTECTORE
s.W. &3d cT. PLANNING
e
E layout (sealed by Registered Eng ineer) to Architect / Engineer
� for approval prior to fabrication INTERIORS
e 4.- All work to be in full strict accordance and compliance with
all codes and agencies having jurisdiction.
L-------� ; i i -�&3rd ASE- 5- Written dimensions shall take precedence over scaled dimensions.
XISTIN , 5.50 ,
(o.- Contractor shall thoroughly familiarize with drawings and
� ( - D � RO�i' D -; --- `� scope of work prior to commencing work. All dimensions shall be
���� � � 25.17 EXISTING; m J field verified and the Architect shall be notiFied prior to
� IUD 2015
�� ' - I commencing any work of any discrepancies between prepared REVISIONS BY
6? �; drawings and field condition.
--- `� m� -I.- All wood bearing partitions to be one hour fire rated construction. s
r 10.10' 8.- Contractor shall stake out in the field all underground utilities
r known or encounter before to beg inning excavation.
� I EX15TING RESIDENCE I '
S.- Contractor sha 1 I coordinate all-tra des before p la cin g concrete.
F NEW GUEST HOUSE
10.- All Finished materials shall be class "C" min. Flame s read.
' FIN. FL. ELEV. +10.16' A.M.S.L. i p g
11.- Partitions to run from floor to underside of slabs, ,joists or
NEW 2 - CAR 4.10'
'�� r�► �----ZJ -1O trusses and to consls t W of wood studs at 1� o.c. with 1/2
4 G; I - ; gypsum wallboard both sides U.O.N.
C0 I FIN. FL. ELEV. I a); 12.-Com lete a I I bath wa 1 I,wa l lboa rd behind s inks, lavatories, bathtub,
�f p .
+10.00' A.M.S.L. I 1 1(0.1-1' r; I L- N.T.S. showers, water closets and bidets to be water resistance type.
101-0 L 8.3 ' 13.- Contractor sha I I coordinate thickness o f partitions to
I `9 -- accommodate mechanical work.
14.- Lumber used for studs in interior nonbearing partitions shall be
13_02 ' of a stress grade not less than 228 P.S.I. nominal extreme Fiber
L--
stress in bending
' ------ 2
15.- Contractor shall provide continuos caulk and sealant around a II
exterior openings to prevent water penetration and air leakage
lo ?44 a° 21'-0° in accordance with S_F.B.C.
51-01 1 1(c.- C-;eneral Contractor shall verify with "Flood Control Department"
,- — -E — -� in Dade County before starting construction. 4
N NEW I e _ 17.- If any discrepancies are found, stop working immediately and 7
�4" SANITA I notify owner or Architect.
�f L INE
I I
{ SITE INVESTIGATION
(`,-�1A/-�\,\`°\ • I I I I -' , Examination of contract documents and site of work the bidder
s j
J I I �_I_______L__ I � is required, before submitting hi proposal, to visit the ite of the
-------
�------- ---------,� I osed work and familiarize himself with the nature and extent
II J L T II of ro ork and any local conditions that may in any manner affect
e I I PROPOSED NEW I the work to be bone and equipment, materials and labor required
3 I i TWO-STORM' I I therefore. Since the work involves new buildings, systems and
facilities s ecial consideration shall be cciven to examination of
C.B.S. RESIDENCE � � - working conpditions. New facilities and all guildine structures to 0
Familiarize himself with all existing conditions. Slight variation of
e II UNDER DIFFER. PERMIT II routing and or constructions should be anticipated by the
II contractor to avoid conflicts with other trades. These variations
W
�L_ i are expressly included as part of the work whenever required"
II II m at no additional cost to the owner. Ignorance on the part of
II II the contractor will in no way relieve him of the obligations and l
II II responsibilities assumed under this contract.
I I I I
I I II II I
IL------- ---- --------- I •
------- -- -- ------- LEGAL DESCRIPTION:
I W
I H �'1 •
--- --------------------- --- THE NORTH 120.00 FEET, OF THE FOLLOWING DESCR R
IBED PACEL �
y I OF LAND: LOT 1, BLOGK 1, OF "LA HAMACA", ACCORDING TO THE Q �
I
1050 SE TIC TANK — PLAT THEREOF, AS RECORDED IN PLAT BOOK 51, AT PAGE 25, W 00
6'-0" 34'-0" 6'-0° OF THE PUBLIC RECORDS OF DADE COUNTI', FLORIDA, AND THE (�Ile
EAST 10.00 FEET OF THE NORTH 1S8.00 FEET OF THE NORTH 0 (� O
E 59'-m"� — — — — — — — — 46'-m" 15'- " 1/2 OF THE VEST 1/2 OF N.W. 1/4 OF THE S.E• 1/4 OF THE t� l�
I 0
S.UJ. 1/4 OF SECTION 24, TOUJNSNIP 54 SOUTH, RANGE 40 EAST
LYING AND BEING IN DADE COUNTI', FLORIDA. x f?
L - - - - - - - - - - � }.
L — W1 400 SF DRAIN •
-� r - - - - - - - - - - -I FIELD
- - - - - J 120 °00 .
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1
1
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DRA7aT:
I
S °W° & 3rd o T ° CHECKED: G.E.P.
DATE: 03/28/01
0°
9.03' I °° o�.,,
1 ° SCAT,E: AS SHOWN.
x y•'. TOB NU.NMMZ:
SHEET:
SITE FL AN
GA. I
SCALE: 1/10" = 1'-O"
OF SHEETS
I