10-1110-001S.W. 80th.
STREET
SECURITY AND FOR PREVENTION
1. PROVIDE • AND BURGLARY SECURITY DEVICES
ACCORDANCE 2. AH LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN
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3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
HARDENED BOLT INSERTS.
4. THE ACTIVE LEAF OF OF •' SWING DOORS
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
INACTIVE I FAF SHALL HAVE MULTIPLE POINTS OF •
THROW BOLTS
5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
RABBETTTED OR OF • TO PREVENT DEFEATING THE
PURPOSE OF r THE INTEGRITY OF •
6. HINGES ON O• OUT DOORS SHALL HAVE NON
REMOVEABLE PINS AND NON-EXPOSED
7. GLASS AND EXTERIOR DOORS SHALL COMPLY
NATIONAL r -# DAR
INSIDE 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
THE • DEVICE OF #• AND SWING DOORS
SHALL CO • STANDARD
STANDARD
9. WINDOWS BE r AND CONSTRUCTED SO THAT NO PANEL
CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION r
• AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
ASSOCIA11ON STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
PROVIDE L• EXTERIOR WINDOWS SHALL BE • r WITH DEVICE
CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE
DIRECTION.
# FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A f #•' SCOPE
OR VISION
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH-_AT
28 DAYS, UNLESS OTHERWISE NOTED (U.O.W. ).
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS,, AND SHALL - _ _ _
HAVE A MINIMUM YIELD STRENGTH OF 60,OOG_' SI "'GRADE 150, AND w
MEET ASTM A -36 SPECS. - m
3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELU STRENGTH
OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
BEFORE PROCEEDING WITH THE WORK.
6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
CURBS, ETC.
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
ENGINEER'S APPROVAL.
10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
MY
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13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
CONSTRUCT10N UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
APPROVED IN WRITING BY THE • •
i- TN'61"RETATION OF OTHERS, • #
ltl� WRITING, DOOR NOTES: PROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
AND IT IS GIVEN THE AUTHORITY TO CHECK AND
COMPONENTS OF MEANS OF ESCAPE
COMPACTED TO 98% DENSITY
CHICAGO BRICK PAVER DETAIL
SCALE 3/4" = 1' -O"
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A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF LOCAL
THAN 32" WIDE UNLESS A LAGER DOOR OPENING IS REQUIRED
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TO SATISFY REQUIREMENTS OF THE FLORIDA BUILDING CODE.
LEFTOVERS FORM CONSUMED ON PREMISES SHALL BE DEPOSITED IN
ORDINANCES AND THE "FLORIDA BUILDING CODE ", CURRENT EDITION.
B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
SEAI ED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
OPEN THE DOOR FROM INSIDE THE CLOSET.
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WEEK TO THE OWNERS SATISFACTION. CITY OF SOUTH N
IAMOZ
PRIOR TO WINDOW PLACEMENT.
676.10 SQ. FT.
C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
BUILDING DEPT.
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OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
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17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
25'
TOTAL NEW IMPERVIOUS COVERAGE
(39%)
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DRAWINGS APPROVAL.
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS
18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
`S
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
•. `:s
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OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL
BE PROHIBITED.
BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
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19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
CONTRACTOR INFORM THE ARCHITECT BEFORE ORMING ANY
EAST SIDE
7.50'
20.75'
BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
ZONING DISTRICT ; RS -3
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
REAR
25.00'
60.40' (EXIST.)
EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL
20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
LOT AREA (125.06' X 137.63') ; 17,212 SQ. FT.
SERVICES A WORK PRIOR NOTIFICATION TO THE OWNER
FOLLOWED OR
PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
YEATCHANGE ORDER.
MAX. LOT COVERAGE ALLOWED (30%)
5,164 SQ.
F>•.
21. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND
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FENCING AS NEEDED FOR AND DURING THE PROGRESS OF
COMPACTED TO 98% DENSITY
CHICAGO BRICK PAVER DETAIL
SCALE 3/4" = 1' -O"
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ADDITIONAL C• • THE OWNER.
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• THE CONTRACTOR SHALL PRODUCE, BY MEANS OF #• DRAWINGS, ALL
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM AND
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLE11ON OF
BEFORE WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
O COMMENCES.
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
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EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. Date: 10/27/10
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT Revisions:
SHALL ISSUE THE CONTRACTOR A "PUNCHUST -, INDICATING THE
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
CALENDAR WORKING DAYS.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
AND DISPOSAL SYSTEM INSTALLATION.
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MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
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LEFTOVERS FORM CONSUMED ON PREMISES SHALL BE DEPOSITED IN
EXISTING IMPERVIOUS COVERAGE
6,179.00 SQ. FT.
SEAI ED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
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PROPOSED COVERAGE
676.10 SQ. FT.
125.06 I I
BUILDING DEPT.
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26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS I
25'
TOTAL NEW IMPERVIOUS COVERAGE
(39%)
6,855.10 SQ. FT.
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STRUCTURA SEC*"ON
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
COUNTY CODE", SECTION 8C/18.
GUEST HOUSE SETBACK
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PROVIDED
i STRUCTURAL DRAWINGS SHALL GOVERN
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CONTRACTOR INFORM THE ARCHITECT BEFORE ORMING ANY
EAST SIDE
7.50'
20.75'
CONCRETE : DUCT OR PLUMBING FIXTURES
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
REAR
25.00'
60.40' (EXIST.)
EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL
PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
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ADDITIONAL C• • THE OWNER.
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• THE CONTRACTOR SHALL PRODUCE, BY MEANS OF #• DRAWINGS, ALL
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM AND
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLE11ON OF
BEFORE WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
O COMMENCES.
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
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EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. Date: 10/27/10
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT Revisions:
SHALL ISSUE THE CONTRACTOR A "PUNCHUST -, INDICATING THE
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
CALENDAR WORKING DAYS.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
AND DISPOSAL SYSTEM INSTALLATION.
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ADDITIONAL C• • THE OWNER.
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• THE CONTRACTOR SHALL PRODUCE, BY MEANS OF #• DRAWINGS, ALL
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM AND
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLE11ON OF
BEFORE WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
O COMMENCES.
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
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EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. Date: 10/27/10
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT Revisions:
SHALL ISSUE THE CONTRACTOR A "PUNCHUST -, INDICATING THE
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
CALENDAR WORKING DAYS.
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
AND DISPOSAL SYSTEM INSTALLATION.
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