00-1294-009 D E F G H I J K L M N 0
I I I I I I I I I I I I
BURGLARY INTRUSION NOTES GENERAL NOTES
- EXTERIOR EXIT DOORS, IF OPERABLE FROM THE EXTERIOR, SHALL HAVE 1. BY AND THROUGH SUBMISSION OF A BID, CONTRACTOR AGREES THAT HE SHALL
AT LEAST ONE LOCK THAT IS KEY-OPERATED FROM THE EXTERIOR. BE HELD RESPONSIBLE FOR HAVING EXAMINED THE SITE AND LOCATION OF ALL
PROPOSED WORK AND FOR HAVING SATISFiED HIMSELF AS TO THE NATURE OF
- LOCKS ON EXTERIOR DOORS SHALL HAVE A MINIMUM OF 6000 POSSIBLE EXISTING CONDITIONS AND ANY OTHER OBSTRUCTIONS AND PHYSICAL
KEY CHANGES OR LOCKING COMBINATIONS. CHARACTERISTICS OF THE JOB, AND CONTRACTOR SHALL INCLUDE IN HIS BID ALL l
._ - WHERE A KEY-IN-THE-KNOB TYPE LATCH-SET IS SPECIFIED, THERE SHALL COSTS PERTAINING TO THE WORK AND THEREBY PROVIDED FOR SATISFACTORY
BE AN AUXILIARY DEAD BOLT TYPE LOCK PROVIDED. COMPLETION THEREOF. INCLUDING THE REMOVAL. RELOCATIONS AND REPLACEMENT OF —�
ANY OBJECTS OR OBSTRUCTION WHICH MAY BE ENCOUNTERED IN DOING THE PROPOSED
- DEAD BOLTS SHALL BE HARDENED OR CONTAIN INSERTS. WORK.
- THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE-EXTERIOR.SHALL ....... . . .. .2. . THE WORK DESCRIBED. HERE-iN INVOLVES THE RENOVATION OF 0 ,
HAVE LOCKS AS REQUIRED FOR SINGLE SWINGING DOORS OR HAVE TO BE A ONE STORY C.B.S. RESIDENCE. THE CONTRACTOR MUST CORRELATE THE WORK
PROVIDED WITH A MULTIPLE-POINT LOCK WiTH 5/8 INCH MINIMUM DESCRIBED ON THE DRAWINGS WITH THE ACTUAL CONDITIONS IN THE FIELD. IF ANY
THROW BOLTS WITH INSERTS AND OPERATED BY A CYLINDER LOCK. CONDITIONS ARE ENCOUNTERED DIFFERENT THAN THOSE INDICATED, CONTRACTOR
- THE INACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRiOR TO CONTINUING WiTH THE WORK.
SHALL BE PROVIDED WITH MULTIPLE-POINT LOCKS WITH 5/8 INCH 3• CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR
116 ALHAMBRA CIRCLE, SUITE J
MINIMUM THROW BOLTS WITH INSERTS.
SAME. CORAL GABLES, FLORIDA 33134
- SUDING GLASS DOORS IN EXTERIOR WALL AND ACCESSIBLE FROM THE E-mail : bap @bapdesign.com
2 — OUTSIDE SHALL BE PROVIDED WiTH SUDING DOOR DEAD BOLTS. OR A 4. NO STRUCTURAL MEMBERS SHALL BE CUT OR DAMAGED WITHOUT THE
BOLT OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE ARCHITECT/ENGINEER'S APPROVAL EXISTING WOOD —2 Florida Corp AA0002364
JAMB. HEAD SILL OR AT THE MEETING MULLIONS.
POWER POLE
5. NEW FINISHES AT CUT:.:ANO PATCHED AREAS SHALL MATCH EXISTING ADJACENT
X 5 444 9803
- SUCH 'DOORS.'SHALL BE REINFORCED IN THE STRIKE AND :LOCK AREA TQ FINISHES WiTH NO NOTICEABLE DIFFERENCES.
cQ .A.
MAINTAIN:,:,BUT 'STRENGTH EFFECTIVENESS WHERE NECESSARY TO :MEET THE - Copyright 2000 By.Beanie ArchiWi ual Partnership,P
REQUIREMENTS SET FORTH HEREIN. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES: STRUCTURAL. 5' WOOD FENCE
- SUCH. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE PLUMBING. ELECTRICAL & AIR CONDITIONING AT THE TiME THE WORK IS PERFORMED
`WHICH,,:,OF REMOVED. WOULD FACILITATE READY ENTRY. NOR SHALL ANY ON THIS STRUCTURE. NO ADDITIONAL PAYMENTS SHALL BE:MADE FOR THE
DOOR LEAF ,WHEN CLOSED AND LOCKED BE`OPENABL'E FROM THE OUTSIDE. CONTRACTQR'S FAILURE TO-CORRECT CONFLICTING FIELD CONDITIONS`AFTER THE
WORK HAS BEGUN.
- OVERHEAD-TYPE DOORS IN EXTERIOR WALLS SHALL BE PROVIDED WiTH
MULTIPLE-POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH 7. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL
3 — HARDEND BOLTS. OR BOLTS WITH INSERTS, ENGAGING AT LEAST TWO OR CHARGE OF THE CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES OR
OPPOSITE POINTS A MINIMUM OF 5/8 OF A INCH. FOR THE SAFETY PRECAUTIONS AND PROGRAMS. —3
- ER LOCKING DEVICES ON SUCH DOORS SHALL NOT BE REQUIRED WHERE 8, ALL WORK dt MATERIAL SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF
........ ........_.__. _. -- -... _. ........ ... ..........
THE DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. THE SOUTH FLORIDA BUILDING CODE. EXISTING POOL PUMP
- METAL GRATES AND GRILL-TYPE DOORS. WHERE PROVIDING INTRUSION
RELOCATED TO HERE
AND BURGLARY SECURITY. SHALL BE PROVIDED WiTH LOCKS AS FOR OTHER 9. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE-TREATED. WOOD
DOORS AND SHALL BE DESIGNED TO PREVENT REACHING THE INSIDE CASINGS. JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED
ACTIVATOR FROM OUTSIDE: OTHERWISE.
—�REd�S — — — cv z1 5' PARKWAY
- EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE 10. SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS FOR ALL CUSTOM FABRICATED 7
F WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN WORK FOR APPROVAL BY THE ARCHITECT PRIOR TO ORDERING. W EXISTING 5'
OPERABLE DIRECTION UNLESS THE WINDOW OPENING IS PROTECTED BY
OTHER INTRUSION SECURITY DEVICES OR AN APPROVED EQUIVALENT. 11. DO NOT SCALE DRAWINGS: USE DIMENSIONS INDICATED ON DRAWINGS.
4i Lo WOOD FENCE
4 — DIMENSIONS OF LARGER SCALE DRAWINGS AND DETAILS SHALL TAKE PRECEDENCE
- HINGES. WITH HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL EXTERIOR OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL O v —4
DOORS . OPERABLE WINDOWS. TRANSOMES, SKYLIGHTS AND ACCESS DIMENSIONS AND VERIFY SAME IN FIELD. I / � ml
SCUTTLES SHALL HAVE NON-REMOVABLE PINS, OR SHALL BE OF POOL N
INTERLOCKING-STUD TYPE AND SUCH HINGES SHALL HAVE NON-EXPOSED
SCREWS. 12. IN THE EVENT THERE ARE FOUND DISCREPANCIES OR AMBIGUITIES IN OR
OMISSIONS FROM THE DRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING
- JAMBS OF ALL EXTERIOR OF SET-TYPE IN-SWINGING DOORS SHALL BE AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROVIDE U N
RABBETED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE CLARIFICATION. m
PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. r I cx
13. INSULATE MASONRY WALLS, EXTERIOR STUD WADS, AND ATTIC SPACE IN r
- SUDING GLASS DOORS AND HORIZONTALLY SUDING WINDOWS SHALL BE ACCORDANCE WITH ENERGY CODE CALCULATIONS. o
CONSTRUCTED AND INSTALLED-SO THAT NO PANEL CAN_BE'-LIFTED FROM .. .. .. .. .. _ 30'-0"
THE TRACTS WHEN IN LOCKED POSITION AND PROVIDED WITH LOCKS AS N W
SET FORTH ABOVE. SUCH DOORS AND WINDOWS SHALL COMPLY WITH THE 14. IF ANY HAZARDOUS MATERIALS, INCLUDING ASBESTOS, ARE ENCOUNTERED I� NEW PATIO
DURING DEMOLITION WORK STOP WORK IMMEDIATELY AND CONTACT THE OWNER AND CONCRETE DECK I
5 — A.A.MA 1303.3-72 STANDARDS FOR FORCED-ENTRY RESISTANT ALUMINUM THE ARCHITECT. W AREA SAND-SET EXISTING WATER Z
SLIDING GLASS DOORS. THE A.N.S.I. STANDARDS FOR SLIDING GLASS CONO RR EE PAVERS METER j —5
DOORS. AND THE AAMA 1302.3-72 AND THE A.N.S.I. STANDARD FOR - DIME SIONS SHOWN, Q
ALUMINUM WINDOWS A.N.S.I. A134.1-72. 15. PATCH AND REPAIR ALL FINISHES DAMAGED DURING THE COURSE OF THIS WORK. ! VERI PRECISE
FILL AROUND NEW PIPING AND CONDUITS WITH CONCRETE. SEAL ALL HOLES AND
- DOORS WiTH LOUVERS, AS DESIGNED HEREIN, SHALL NOT BE INSTALLED GAPS. NEW FINISHES AT CUT AND PATCHED AREAS SHALL MATCH EXISTING ADJACENT <_ 0 S WITH OWNER
IN THE EXTERIOR WALLS OF AREAS REQUIRING SECURITY UNLESS THE FINISHES WITH NO NOTICEABLE DIFFERENCES.
LOUVERED AREA IS PROTECTED AS PROVIDED ABOVE OR BY ANY APPROVED
EQUIVALENT SECURITY DEVICE. 16. RELOCATE EXISTING ELECTRICAL RECEPTACLES AND LIGHT FIXTURES AS
- ALL WINDOWS SHALL BE CONSTRUCTED SO THAT THERE FIXED OR LOCKED
REQUIRED. ALL ELECTRICAL ��L?RK SHALL COMPLY WITH THE N.E.C. I
THEY CAN NOT BE REMOVED FROM THE FRAME FROM OUTSIDE UNLESS THE 17. SUBMIT A COPY OF THE CONTRACT DOCUMENTS ISSUED FOR PERMIT BY THE EDGE OF PAVING
WINDOW OPENING IS PROTECTED AS PROVIDED ABOVE OR BY AN APPROVED
EQUIVALENT SECURITY DEVICE. BUILDING DEPARTMENT. TO THE ARCHITECT TO ALLOW HIM TO INCORPORATE THOSE Q
i B TO ALIGN WITH
BUILDING DEPARTMENT MODIFICATIONS INTO THE PLANS PRIOR TO THE START OF EXISTING 5' WOOD EXISTING
6 — _ ................ . _ .... •... .... F
CONSTRUCTION. FENC _
i EDGE 0
WINDOWS SO PROTECTED SHALL COMPLY WITFt PARAGRAPH 31 t6:Eiljj bfi t FENCE
THE SOUTH FLORIDA BUILDING CODE.
—6
18. ALL WINDOW AND DOOR SIZES ARE NOMINAL VERIFY MANUFACTURER'S ACTUAL - - - -AND ROUGH OPENING DIMENSIONS. �� - - - - - -
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19. ALL NEW HARDWARE AND FIXTURES SHALL BE APPROVED BY THE OWNER AND
ARCHITECT PRIOR TO INSTALLATION. i' - - - -
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20. I F 1S N, z
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ALL NEW COATS . .,. ... ..:: _ _ . ..
DRYWALL, PLASTER AND .._ . .
ALL. STUCCO SHALL RECEIVE TWO
OF
PREMIUM WOOD
QUALITY PANT.
NT. _
HALL BE PAINTED
NEE. SEE
OWNER ARCH
CT F . ,
,. .. � .... -
OWNER/ARCHITECT OR ALL PAINT/STAIN
NT STAIN COLORS ..AND FOR
REMOVE EXIST NG REMOVE EXI 11 X
MANUFACTURER.
--
ACTURER. •_
EXISTING �- _ _ ._ :. , . ., : :: ... .,:. � _. ... _: .. .,
BASE. FILL W/ 50/50
REPLACE WITH
— SAND SET P RS co
...: .. _ :,. .. TOPSOIL. MI A
C.U. T .._
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FLUSH ADJACENT
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1. -
.. . .,.. 'c:. ... -.:.... 1. .. -; .-. .,,.:
STACK BRICK
FROM EXISTING r 4 , _,... .. ..:.-� .::
DECK, WALK +
PLANTER FOR
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PORCH
• FUTURE USE. k
BRICK PLANTER BRICK PLANTER
WING WALL EDGE OF PAVING
I NEW UNDERGROUND CONDUIT TO ALIGN WITH
FOR FUTURE USE: 1 - 2"0 I EDGE OF EXISTING
SCHEDULE 40 PVC & 1- 1"t:s A/C C.U. T WING WALL
EMT. CAP ENDS BE REPLACE —8
FRONT SETBACK 25' fill
NUMBER: DATE: ITEM:
REVISION
IJ7 H- if
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41RE HYDRANT
I i A
GARCIA RESIDENCE
9
SEPTIC EXISTING EXISTING RENOVATIONS
SEPTIC TANK + DRAIN SEPTIC TANK + DRAIN —g
FIELD FIELD
if If
fill 69611 1
dtj
LLL 3 i
I
RELOCATE BASKETBALL 5870 SW 85th STREET
O O O O BACKBOARD TO HERE
• SOUTH MIAMI
10— INLET
FLORIDA
REMOVE EXISTING c —10
MAILBOX 1
N
1 T PARKWAY NEW MAILBOX - INLET EXISTING PALM TREES TO CONCRETE •' ,�t
PROVIDED BY ONWER, REMAIN - COORDINATE NEW
CONTRACTOR
DRIVEWAY SHAPE WITH EXISTING
fill fill LANDSCAPING
CON CRET
`i
" - SW 85TH STREET -11
PRJ. MNGR. DRAWING BY SCALE
MW �• CG SAS SHOWN
SHEET TITLE
GENE L -NOTE
.ITE DA A
ITE PL
12 SITE PLAN
SCALE: 1/8"=V-0"
—12
JOB NUMBER NUMBER
01001
DATE
A e I I ( I I I I I I I I 9NOV2000 1 OF 6
ri D E