12-625-001I
w
f9•• 000 IF • 00.90 -000-
r r
L,pT1C- 1 SECURITY AND FORCED ENTRY PREVENTION GENERAL NOTES ••
[25'- •�s`j� j� 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES «
1. CONCRETE SHALL HAVE 3,000 PSI COMPRESI/E STRENGTH AT W
28 DAYS, UNLESS OTHERWISE NOTED (U.O.W.).,,rrss
f 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
5' MIN. PROPS ; , rt ry FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN 2. ALL REINFORCING STEEL SHALL BE DEFORMED �S,.,AND SHALL I ACCORDANCE WITH RESISTANCE STANDARDS, HAVF A MINIMUM YIELD STRENGTH OF 60,000 PS ,GRA 50, AND « ..
0" X 20' -0" RTy LINE - EXISTING CITY WATER �r
G �5S.Q0' .MEET ASTM A -36 SPECS..,
4' HI. CHAIN SERVICE PIPE �" •
LINK FENCE
i
500 SF.
DRAIN FIELD 250 SF.
AREA RESERVE
AREA
3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY 3, ALL STRUCTURAL STEEL SHALL HAVE A MINI UM.F11'IELD ENGTH ••
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE OF 36,000 PSI, AND MEET ASTM A -36 SPECS. a` <� "°
KEY CHANGES OR LOCKING AUXILHARY SINGLE DEAD BOLT WITH '
HARDENED BOLT INSERTS. 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
NEW 1 IF WATER INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
METER ASSEMBLY, MIN, THROW BOLTS WITH INSERTS.
W SHUTOFF VALVE. AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
& CONTROL VALVE. RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE BE BROUGHT TO THE ATTENTION OF THE ARCH ITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK.
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
LATCHES, 6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
ti 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS,, TO LOCATE
�w
co REMOVEABLE PINS AND NON- EXPOSED SCREWS. OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
NEW 1"0 CWP SERVICE CURBS, ETC.
EXISTING A/C � 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1, 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
O NEW 900 GAL UNIT TO BE SEE SANITARY FIRST FLOOR "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
O SEPTIC TANK EXISTING RELOCATED PLAN FOR CONTINUATION EXISTING ACCESS G TE 8. 'VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
CONSTRUCTION (SHEET P -2) WITH SELF-CLOSIN9 DEVICE SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
TO REMAIN 3 " -14FU AND SELF- LATCHI G DEVICE STANDARD 297.1. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
NEW A/C TO BE RELOCATE 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
~ - - -� 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL ENGINEER'S APPROVAL.
EXISTING CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
LIJ - -- - - - -- - - -- -- -- -- - - - -
4' HI. CHAIN SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
- __ �• - - _ 1 I L-.� -J I
» I I i LINK FENCE 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
3 -12FU ', � ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE AAMA 13033
' i -_` - -- - - - -- -1' " 11 . REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
EXISTING I i I i ; CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
PATIO I' ; 1 , I DIRECTION.
rL SE 4a'- RELOCATED 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
0 rgACK _1 _ - - - -- -- - -_ I I 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
4 EXISTING A/C i - -- - -- - - -- -- - ' I OR VISION PANELS,
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
DOOR NOTES:
- -- -- - - - - -- - ' I o CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
n
NEW 1"0 CWP SERVICE ° COMPONENTS OF MEANS OF ESCAPE APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
+ .3
I N A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
00 , , 1 J 14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
1 , HB W THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
SEE SHEET P -3 UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
FOR CONTINUATION REQUIREMENTS OF THE FLORIDA BUILDING CODE, IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
I i� B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
EXISTING 3 " -12FU I ' 1 ; , 1 "0 MSOV IN OPEN THE DOOR FROM INSIDE THE CLOSET.
900 GAL � , 1 1 W I REBARS IN THE FIELD
EXISTING I I ;a ' ' 1 VERTICAL W V.B. Q C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
SEPTIC TANK " 1.
TO BE ABANDONED. " I OPENING OF THE LOCKED b00R FROM THE OUTSIDE IN AN EMERGENCY. 15. ALL CONSTPUCTION SHALL MEET THE REQUIREMENTS OF LOCAL �Al - -- - - -- - -- - -- - - -- - -- - -- - - -, I I D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE ORDINANCES AND THE "FLORIDA BUILDING CODE ", CURRENT
I!- EDITION.
1 , REQUIREMENTS OF THE FLORIDA BUILDING CODE.
/ E, NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS 16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
i _ _ _ _ _ ' ; WHEN THE BUILDING IS OCCUPIED, ALL LOCKING DEVICES WHICH IMPEDE
-- -- `- -- - OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL PRIOR TO WINDOW PLACEMENT.
EXISTING ACCESS GATE BE PROHIBITED.
I WITH SELF - CLOSING DEVICE z s re�CK 17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
AND SELF - LATCHING DEVICE R DRAWINGS APPROVAL.
SOIL STATEMENT
TO REMAIN w ATCHED AREA SOIL AT THIS SITE IS SAND do ROCK ADEQUATE TO SUPPORT THE 18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
Y INDICATES ADDITION DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
EXISTING 0 DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
_� t SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE
DRIVEWAY w (7$3.00 SQ. FT. ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
u� ) FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
/ DESIGN 1S BASED ON.
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
LEGAL DESCRIPTION BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
THE SOUTH 155 FEET OF LOT 19, BLOCK 3, OF "CAMBRIDGE LAWNS 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
`-
R 300.00 PARK ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
PROPERTY LINE = -- �� 50, AT PAGE 4, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FOLLOWED BY A CHANGE ORDER.
L = 156.92' FLORIDA.
A = 29.58'08"
21 THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS SECURE AND
....... . ...... .. ... ... ..
r
S.W. 60th. AVENUE
C.O.R. = EL. +8.87'
t
AREA CALCULATIONS : ZONING LEGEND RS-3
EXISTING. A/C AREA : 1,453 SO. FT. MAIN HOUSE
NEW A/C AREA: 783 SQ. FT.
TOTAL A/C AREA 2,236 SQ. FT.
ZONING ALLOWED PROVIDED SITE
PLAN
V
:
EXISTING ONE CAR GARAGE: 307 SQ. FT. HEIGHT (TO RIDGE OF ROOF) 25' -0" MAX. 17' -1" SCALE: 332" = 1'-
EXISTING PORCH: 104 SQ, FT. LOT AREA: 10,000 S. F. MIN. 18,560 SQ. FT, 0 5 1 0 . 20'
TOTAL AREA (BUILD'G COVERAGE): 2,647 SQ, FT. BUILDING COVERAGE 30% MAX. 5,568 SQ. FT., 2,647 SQ. FT.
MAXIMUM F.A.R. N/A N/A
FIRE RATINGS DESCRIPTION :
1x3 FURRING 16" O.C. , ONE LAYER 5/8" TYPE X GYPSUM LATH,
5d CEMENT - COATED OR RING SHANKED NAILS 6" O.C. PAPER
TAPE EMBEDDED IN CEMETENTITIOUS COMPOUND OVER JOINTS,
EXPOSED NAIL HEADS COVERED WITH COMPOUND OVER JOINTS,
EXPOSED NAIL HEADS COVERED WITH COMPOUND AND PRODUCT
APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC
INSULATION HAVING A MINIMUM INSULATION VALUE OF R -11.
TERMITE NOTES :
AS PER F.B.C. 2010, A WEATHER- RESISTANT JOB -SITE POSTING
BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS
COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS
ISSUED TO AND ANOTHER COPY FOR THE. BUILDING PERMIT FILES.
THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,
IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT,
SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A
VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL
CHEMICAL. BARRIER METHOD FOR TERMITE PREVENTION IS USED,
FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL
BUILDING APPROVAL.
AS PER F.B.C. 2007, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPECTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
IMPERVIOUS COVERAGE (MAX. 409.): 7,424 SQ. FT. 3,870 SQ. FT.
GREEN SPACE (MIN. 60%): 11,136 SQ. FT. 14,690 SQ. FT,
SETBACKS REQUIRED PROPOSED
11 1
,
FLOOD LEGEND
RESIDENTIAL ADDITION
ADDRESS: 5729 S.W. 60th AVENUE
LOT: 19 BLOCK: 3 PLAT BOOK: 50 PAGE: 4
HIGHEST CROWN OF ROAD ELEV. : 8.87' FT. N.G,V.D. HIGHEST
CROWN OF ROAD ELEV. WAS TAKEN FROM THE ATTACHED SURVEY
OR A CERTIFIED SURVEY PREPARED BY:
GEORGE IBARRA PLS. LIC, #: 2534
SURVEYORS NAME
25'
LOWEST FIN. FL.
LOWEST
ADJACENT
IN ADDITION TO THE
ELEV. (EXISTING)
GARAGE ELEV,
3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY 3, ALL STRUCTURAL STEEL SHALL HAVE A MINI UM.F11'IELD ENGTH ••
OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE OF 36,000 PSI, AND MEET ASTM A -36 SPECS. a` <� "°
KEY CHANGES OR LOCKING AUXILHARY SINGLE DEAD BOLT WITH '
HARDENED BOLT INSERTS. 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE
NEW 1 IF WATER INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
METER ASSEMBLY, MIN, THROW BOLTS WITH INSERTS.
W SHUTOFF VALVE. AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
& CONTROL VALVE. RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE BE BROUGHT TO THE ATTENTION OF THE ARCH ITECT /ENGINEER BEFORE PROCEEDING WITH THE WORK.
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND
LATCHES, 6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI-
ti 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON TECTURAL, A /C, ELECTRICAL AND MECHANICAL DWGS,, TO LOCATE
�w
co REMOVEABLE PINS AND NON- EXPOSED SCREWS. OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
NEW 1"0 CWP SERVICE CURBS, ETC.
EXISTING A/C � 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1, 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
O NEW 900 GAL UNIT TO BE SEE SANITARY FIRST FLOOR "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
O SEPTIC TANK EXISTING RELOCATED PLAN FOR CONTINUATION EXISTING ACCESS G TE 8. 'VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
CONSTRUCTION (SHEET P -2) WITH SELF-CLOSIN9 DEVICE SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
TO REMAIN 3 " -14FU AND SELF- LATCHI G DEVICE STANDARD 297.1. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
NEW A/C TO BE RELOCATE 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
~ - - -� 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL ENGINEER'S APPROVAL.
EXISTING CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
LIJ - -- - - - -- - - -- -- -- -- - - - -
4' HI. CHAIN SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
- __ �• - - _ 1 I L-.� -J I
» I I i LINK FENCE 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
3 -12FU ', � ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE AAMA 13033
' i -_` - -- - - - -- -1' " 11 . REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
EXISTING I i I i ; CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
PATIO I' ; 1 , I DIRECTION.
rL SE 4a'- RELOCATED 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
0 rgACK _1 _ - - - -- -- - -_ I I 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
4 EXISTING A/C i - -- - -- - - -- -- - ' I OR VISION PANELS,
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
DOOR NOTES:
- -- -- - - - - -- - ' I o CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
n
NEW 1"0 CWP SERVICE ° COMPONENTS OF MEANS OF ESCAPE APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
+ .3
I N A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
00 , , 1 J 14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
1 , HB W THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
SEE SHEET P -3 UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
FOR CONTINUATION REQUIREMENTS OF THE FLORIDA BUILDING CODE, IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
I i� B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
EXISTING 3 " -12FU I ' 1 ; , 1 "0 MSOV IN OPEN THE DOOR FROM INSIDE THE CLOSET.
900 GAL � , 1 1 W I REBARS IN THE FIELD
EXISTING I I ;a ' ' 1 VERTICAL W V.B. Q C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
SEPTIC TANK " 1.
TO BE ABANDONED. " I OPENING OF THE LOCKED b00R FROM THE OUTSIDE IN AN EMERGENCY. 15. ALL CONSTPUCTION SHALL MEET THE REQUIREMENTS OF LOCAL �Al - -- - - -- - -- - -- - - -- - -- - -- - - -, I I D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE ORDINANCES AND THE "FLORIDA BUILDING CODE ", CURRENT
I!- EDITION.
1 , REQUIREMENTS OF THE FLORIDA BUILDING CODE.
/ E, NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS 16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
i _ _ _ _ _ ' ; WHEN THE BUILDING IS OCCUPIED, ALL LOCKING DEVICES WHICH IMPEDE
-- -- `- -- - OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL PRIOR TO WINDOW PLACEMENT.
EXISTING ACCESS GATE BE PROHIBITED.
I WITH SELF - CLOSING DEVICE z s re�CK 17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
AND SELF - LATCHING DEVICE R DRAWINGS APPROVAL.
SOIL STATEMENT
TO REMAIN w ATCHED AREA SOIL AT THIS SITE IS SAND do ROCK ADEQUATE TO SUPPORT THE 18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
Y INDICATES ADDITION DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
EXISTING 0 DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
_� t SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE
DRIVEWAY w (7$3.00 SQ. FT. ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
u� ) FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
/ DESIGN 1S BASED ON.
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
LEGAL DESCRIPTION BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
THE SOUTH 155 FEET OF LOT 19, BLOCK 3, OF "CAMBRIDGE LAWNS 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
`-
R 300.00 PARK ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
PROPERTY LINE = -- �� 50, AT PAGE 4, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FOLLOWED BY A CHANGE ORDER.
L = 156.92' FLORIDA.
A = 29.58'08"
21 THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS SECURE AND
....... . ...... .. ... ... ..
r
S.W. 60th. AVENUE
C.O.R. = EL. +8.87'
t
AREA CALCULATIONS : ZONING LEGEND RS-3
EXISTING. A/C AREA : 1,453 SO. FT. MAIN HOUSE
NEW A/C AREA: 783 SQ. FT.
TOTAL A/C AREA 2,236 SQ. FT.
ZONING ALLOWED PROVIDED SITE
PLAN
V
:
EXISTING ONE CAR GARAGE: 307 SQ. FT. HEIGHT (TO RIDGE OF ROOF) 25' -0" MAX. 17' -1" SCALE: 332" = 1'-
EXISTING PORCH: 104 SQ, FT. LOT AREA: 10,000 S. F. MIN. 18,560 SQ. FT, 0 5 1 0 . 20'
TOTAL AREA (BUILD'G COVERAGE): 2,647 SQ, FT. BUILDING COVERAGE 30% MAX. 5,568 SQ. FT., 2,647 SQ. FT.
MAXIMUM F.A.R. N/A N/A
FIRE RATINGS DESCRIPTION :
1x3 FURRING 16" O.C. , ONE LAYER 5/8" TYPE X GYPSUM LATH,
5d CEMENT - COATED OR RING SHANKED NAILS 6" O.C. PAPER
TAPE EMBEDDED IN CEMETENTITIOUS COMPOUND OVER JOINTS,
EXPOSED NAIL HEADS COVERED WITH COMPOUND OVER JOINTS,
EXPOSED NAIL HEADS COVERED WITH COMPOUND AND PRODUCT
APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC
INSULATION HAVING A MINIMUM INSULATION VALUE OF R -11.
TERMITE NOTES :
AS PER F.B.C. 2010, A WEATHER- RESISTANT JOB -SITE POSTING
BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS
COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS
ISSUED TO AND ANOTHER COPY FOR THE. BUILDING PERMIT FILES.
THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,
IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT,
SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A
VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL
CHEMICAL. BARRIER METHOD FOR TERMITE PREVENTION IS USED,
FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL
BUILDING APPROVAL.
AS PER F.B.C. 2007, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPECTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
IMPERVIOUS COVERAGE (MAX. 409.): 7,424 SQ. FT. 3,870 SQ. FT.
GREEN SPACE (MIN. 60%): 11,136 SQ. FT. 14,690 SQ. FT,
SETBACKS REQUIRED PROPOSED
11 1
,
FLOOD LEGEND
RESIDENTIAL ADDITION
ADDRESS: 5729 S.W. 60th AVENUE
LOT: 19 BLOCK: 3 PLAT BOOK: 50 PAGE: 4
HIGHEST CROWN OF ROAD ELEV. : 8.87' FT. N.G,V.D. HIGHEST
CROWN OF ROAD ELEV. WAS TAKEN FROM THE ATTACHED SURVEY
OR A CERTIFIED SURVEY PREPARED BY:
GEORGE IBARRA PLS. LIC, #: 2534
SURVEYORS NAME
25'
LOWEST FIN. FL.
LOWEST
ADJACENT
IN ADDITION TO THE
ELEV. (EXISTING)
GARAGE ELEV,
GRADE ELEV.
PROPOSED
+10.34' N.G.V.D.
+9,46' N.G.V.D.
+9' -0" N,C.V.D.
ALL ELECTRICAL, MECHANICAL do PLUMBING WILL BE PLACED AT
OR ABOVE THE BASE FLOOD ELEVATION (B.F.E.) .
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MIN, OF TWO
(2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE
SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF
ENCLOSED AREA SUBJECT TO FLOODING . THE BOTTOM OF THE
OPENING WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE
AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA.
OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD
RESISTANT MATERIALS WILL BE USED BELOW B.F.E. .
ALTERNATIVELY, SEE A CERTIFICATION BY JHON A. IBARRA P. E.
ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL BE
ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC
FLOOD FORCES ON EXTERIOR WALLS.
TYHE SITE WILL BE GRADED IN A MANNER TO PREVENT THE
FLOODING OF ADJACENT PROPERTIES. WHERE NECESSARY
INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' -0" = + 10' -4" N.G.V.D.
co REMOVEABLE PINS AND NON- EXPOSED SCREWS. OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
NEW 1"0 CWP SERVICE CURBS, ETC.
EXISTING A/C � 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1, 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
O NEW 900 GAL UNIT TO BE SEE SANITARY FIRST FLOOR "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
O SEPTIC TANK EXISTING RELOCATED PLAN FOR CONTINUATION EXISTING ACCESS G TE 8. 'VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS 8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
CONSTRUCTION (SHEET P -2) WITH SELF-CLOSIN9 DEVICE SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
TO REMAIN 3 " -14FU AND SELF- LATCHI G DEVICE STANDARD 297.1. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
NEW A/C TO BE RELOCATE 9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
~ - - -� 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL ENGINEER'S APPROVAL.
EXISTING CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND
LIJ - -- - - - -- - - -- -- -- -- - - - -
4' HI. CHAIN SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS
- __ �• - - _ 1 I L-.� -J I
» I I i LINK FENCE 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
3 -12FU ', � ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE AAMA 13033
' i -_` - -- - - - -- -1' " 11 . REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
PROVIDE LOCKS EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE
EXISTING I i I i ; CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES.
PATIO I' ; 1 , I DIRECTION.
rL SE 4a'- RELOCATED 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
0 rgACK _1 _ - - - -- -- - -_ I I 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE ANY REVISIONS, BEFORE STARTING CONSTRUCTION.
4 EXISTING A/C i - -- - -- - - -- -- - ' I OR VISION PANELS,
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
DOOR NOTES:
- -- -- - - - - -- - ' I o CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
n
NEW 1"0 CWP SERVICE ° COMPONENTS OF MEANS OF ESCAPE APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
+ .3
I N A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS
00 , , 1 J 14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
1 , HB W THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
SEE SHEET P -3 UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
FOR CONTINUATION REQUIREMENTS OF THE FLORIDA BUILDING CODE, IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
I i� B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
EXISTING 3 " -12FU I ' 1 ; , 1 "0 MSOV IN OPEN THE DOOR FROM INSIDE THE CLOSET.
900 GAL � , 1 1 W I REBARS IN THE FIELD
EXISTING I I ;a ' ' 1 VERTICAL W V.B. Q C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
SEPTIC TANK " 1.
TO BE ABANDONED. " I OPENING OF THE LOCKED b00R FROM THE OUTSIDE IN AN EMERGENCY. 15. ALL CONSTPUCTION SHALL MEET THE REQUIREMENTS OF LOCAL �Al - -- - - -- - -- - -- - - -- - -- - -- - - -, I I D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE ORDINANCES AND THE "FLORIDA BUILDING CODE ", CURRENT
I!- EDITION.
1 , REQUIREMENTS OF THE FLORIDA BUILDING CODE.
/ E, NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS 16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
i _ _ _ _ _ ' ; WHEN THE BUILDING IS OCCUPIED, ALL LOCKING DEVICES WHICH IMPEDE
-- -- `- -- - OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL PRIOR TO WINDOW PLACEMENT.
EXISTING ACCESS GATE BE PROHIBITED.
I WITH SELF - CLOSING DEVICE z s re�CK 17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
AND SELF - LATCHING DEVICE R DRAWINGS APPROVAL.
SOIL STATEMENT
TO REMAIN w ATCHED AREA SOIL AT THIS SITE IS SAND do ROCK ADEQUATE TO SUPPORT THE 18. ARCHITECT / ENGINEER'S VISITS AT THE SITE
Y INDICATES ADDITION DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
EXISTING 0 DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
_� t SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE
DRIVEWAY w (7$3.00 SQ. FT. ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
u� ) FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
/ DESIGN 1S BASED ON.
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
LEGAL DESCRIPTION BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
THE SOUTH 155 FEET OF LOT 19, BLOCK 3, OF "CAMBRIDGE LAWNS 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
`-
R 300.00 PARK ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
PROPERTY LINE = -- �� 50, AT PAGE 4, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FOLLOWED BY A CHANGE ORDER.
L = 156.92' FLORIDA.
A = 29.58'08"
21 THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS SECURE AND
....... . ...... .. ... ... ..
r
S.W. 60th. AVENUE
C.O.R. = EL. +8.87'
t
AREA CALCULATIONS : ZONING LEGEND RS-3
EXISTING. A/C AREA : 1,453 SO. FT. MAIN HOUSE
NEW A/C AREA: 783 SQ. FT.
TOTAL A/C AREA 2,236 SQ. FT.
ZONING ALLOWED PROVIDED SITE
PLAN
V
:
EXISTING ONE CAR GARAGE: 307 SQ. FT. HEIGHT (TO RIDGE OF ROOF) 25' -0" MAX. 17' -1" SCALE: 332" = 1'-
EXISTING PORCH: 104 SQ, FT. LOT AREA: 10,000 S. F. MIN. 18,560 SQ. FT, 0 5 1 0 . 20'
TOTAL AREA (BUILD'G COVERAGE): 2,647 SQ, FT. BUILDING COVERAGE 30% MAX. 5,568 SQ. FT., 2,647 SQ. FT.
MAXIMUM F.A.R. N/A N/A
FIRE RATINGS DESCRIPTION :
1x3 FURRING 16" O.C. , ONE LAYER 5/8" TYPE X GYPSUM LATH,
5d CEMENT - COATED OR RING SHANKED NAILS 6" O.C. PAPER
TAPE EMBEDDED IN CEMETENTITIOUS COMPOUND OVER JOINTS,
EXPOSED NAIL HEADS COVERED WITH COMPOUND OVER JOINTS,
EXPOSED NAIL HEADS COVERED WITH COMPOUND AND PRODUCT
APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC
INSULATION HAVING A MINIMUM INSULATION VALUE OF R -11.
TERMITE NOTES :
AS PER F.B.C. 2010, A WEATHER- RESISTANT JOB -SITE POSTING
BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS
COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS
ISSUED TO AND ANOTHER COPY FOR THE. BUILDING PERMIT FILES.
THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,
IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT,
SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A
VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL
CHEMICAL. BARRIER METHOD FOR TERMITE PREVENTION IS USED,
FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL
BUILDING APPROVAL.
AS PER F.B.C. 2007, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPECTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
IMPERVIOUS COVERAGE (MAX. 409.): 7,424 SQ. FT. 3,870 SQ. FT.
GREEN SPACE (MIN. 60%): 11,136 SQ. FT. 14,690 SQ. FT,
SETBACKS REQUIRED PROPOSED
11 1
,
FLOOD LEGEND
RESIDENTIAL ADDITION
ADDRESS: 5729 S.W. 60th AVENUE
LOT: 19 BLOCK: 3 PLAT BOOK: 50 PAGE: 4
HIGHEST CROWN OF ROAD ELEV. : 8.87' FT. N.G,V.D. HIGHEST
CROWN OF ROAD ELEV. WAS TAKEN FROM THE ATTACHED SURVEY
OR A CERTIFIED SURVEY PREPARED BY:
GEORGE IBARRA PLS. LIC, #: 2534
SURVEYORS NAME
25'
LOWEST FIN. FL.
LOWEST
ADJACENT
IN ADDITION TO THE
ELEV. (EXISTING)
GARAGE ELEV,
GRADE ELEV.
PROPOSED
+10.34' N.G.V.D.
+9,46' N.G.V.D.
+9' -0" N,C.V.D.
ALL ELECTRICAL, MECHANICAL do PLUMBING WILL BE PLACED AT
OR ABOVE THE BASE FLOOD ELEVATION (B.F.E.) .
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MIN, OF TWO
(2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE
SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF
ENCLOSED AREA SUBJECT TO FLOODING . THE BOTTOM OF THE
OPENING WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE
AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA.
OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD
RESISTANT MATERIALS WILL BE USED BELOW B.F.E. .
ALTERNATIVELY, SEE A CERTIFICATION BY JHON A. IBARRA P. E.
ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL BE
ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC
FLOOD FORCES ON EXTERIOR WALLS.
TYHE SITE WILL BE GRADED IN A MANNER TO PREVENT THE
FLOODING OF ADJACENT PROPERTIES. WHERE NECESSARY
INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' -0" = + 10' -4" N.G.V.D.
PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND
FENCING AS NEEDED FOR AND DURING THE PROGRESS OF
CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES.
22, THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO *�
REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET Fl(GHEST r'i�"'-' ..'
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED.
23. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD lO�, CHANGE'
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF TE:�WORK w „U8E
ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. �, "N c." �
24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED 7n RECORD SET TO
THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF
ACCEPTANCE.
25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECIEVE THE
PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND
DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL
MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.
LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN
SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN SITE ONCE PER
WEEK TO THE OWNERS SATISFACTION,
26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
27. FOR BURGLARY INTRUSION NOTES REFER TO "METROPOLITAN DADE
COUNTY CODE ", SECTION 8C/18.
28. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE
LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL
SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY
CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES
EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL / ELECTRICAL
FRONT 25 -0 25-0 PLANS TO ACCOMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT
RIGHT SIDE
7' -6"
31' -11"
LEFT SIDE
7' -6"
48' -7" EXIST.
REAR
25'
0"
39' -3"
SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION
IN ADDITION TO THE
REQUIREMENTS OF THIS PERMIT, THERE MAY
N.G.V.D. OR AN ELEVATION NO LESS THAN THE HIGHEST
BE ADDITIONAL RESTRICTIONS
APPLICABLE TO THIS PROPERTY
APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE
THAT MAY BE FOUND
IN THE
PUBLIC RECORDS OF THIS COUNTY.
PROPERTY.
SECTION 553 79 10
FLORIDA
S U
ADDITIONAL COST TO THE OWNER.
29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE
WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY TEH ARCHITECT
BEFORE THE WORK COMMENCES,
FOR SEPTIC TANK
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND
INFORMATION SEE SHEET P -1 EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB,
-7n( in TAT TES, EFFECTIVE 7/10/87.
AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO A SEPERATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY 31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT
PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC A SEPARATE, PERMIT AND PRODUCT CONTROL, APPROVAL, WHEN HEN SHALL ISSUE THE CONTRACTOR A "PUNCHLIST ", INDICATING THE
LAKE OR CANAL. WORKS DEPARTMENT. APPLICABLE, IS REQUIRED, FOR THE FOLLOWING ING ITEMS: OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14
THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINDOWS CALENDAR WORKING DAYS,
DISCHARGE OF SPROVID TC ONTO ADJACENT PROPERTY. 2.5 FEET IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS CLASS WALL
APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL 32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
INSPECTION. DRIVEWAY LEADING TO A RIGHT OF WAY. PRECAST SYSTEMS HANDRAILS RAMS FENCES ON THE ADJACENT PROPERTIES AND ACROSS THE STREET
THE HEIGHT OF FENCES IS BEING BEASURED FROM GRADE, STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. GRADE = ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD,
AND DISPOSAL SYSTEM INSTALLATION.
ML-
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! i • • • 9900•
Jrr • • • ••r• • • •
Addition to:
• • 9 .r J. r Y 4 w r
SerGgi(_-)-•.Te eda Res.
r • Y Y
'5729 9.S. '*'60 Avenue,
M l a m i, FL.
6262 SW 40 St. Suite 2A
Miami, Fl or a 33155
Phone 305-666-5151
Fax 305-666-75 I
Florida i1cense AA 00032 ,2
r
This drawing and /or specification is /are provided as an
instrument of service by N25 Architecture Co. and is /are
intended for use on this project only. This drawing
remains the property of N25 Architecture Co. and shall
be returned upon determination of intent. All drawings,
specifications, designs, models, and arrangements
appearing herein constitute the original and
unpublished work of N25 Architecture Co. Any
reproduction, use, or disclosure of the proprietary
information contained herein without the prior consent
of N25 Architecture Co, is strictly prohibited.
Sheet Title:
SITE PLAN, ZONING CALLS.
GENERAL NOTES, ETC.
Issue Date: Project No.
June 08, 2012
Drawing No.:
•
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR- 0016380
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. GRADE = ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD,
AND DISPOSAL SYSTEM INSTALLATION.
ML-
Y
! i • • • 9900•
Jrr • • • ••r• • • •
Addition to:
• • 9 .r J. r Y 4 w r
SerGgi(_-)-•.Te eda Res.
r • Y Y
'5729 9.S. '*'60 Avenue,
M l a m i, FL.
6262 SW 40 St. Suite 2A
Miami, Fl or a 33155
Phone 305-666-5151
Fax 305-666-75 I
Florida i1cense AA 00032 ,2
r
This drawing and /or specification is /are provided as an
instrument of service by N25 Architecture Co. and is /are
intended for use on this project only. This drawing
remains the property of N25 Architecture Co. and shall
be returned upon determination of intent. All drawings,
specifications, designs, models, and arrangements
appearing herein constitute the original and
unpublished work of N25 Architecture Co. Any
reproduction, use, or disclosure of the proprietary
information contained herein without the prior consent
of N25 Architecture Co, is strictly prohibited.
Sheet Title:
SITE PLAN, ZONING CALLS.
GENERAL NOTES, ETC.
Issue Date: Project No.
June 08, 2012
Drawing No.:
•
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR- 0016380
Professional of Record: Norman Blandon
Discipline: Architecture
Registration No. AR- 0016380