12-625-002SECURITY AND FORCED ENTRY PREVENTION E ENTION GENERAL NOTES
1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES 1. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT
5 MIN. 28 DAYS, UNLESS OTHERWISE NOTED (U.O.W.).
`. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
10$-0)1 X 50'-0)) FORCE OF 300 LB.
COR ONCE WITH RESISTANCE IN NY MOVEABLE DIRECTION AND IN 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, AND SHALL
SIN E
' 15 EXISTING CITY WATER HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI GRADE 60, AND
EXISTING OQ' 1 MEET ASTM A -36 SPECS. SERVICE PIPE
4' HI. CHAIN 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY 3. ALL STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRENGTH
LINK FENCE 5' MIN ° OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE OF 36,000 PSI, AND MEET ASTM A -36 SPECS.
KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH
HARDENED BOLT INSERTS. 4. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING
4. THE ACTIVE LEAF OF MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR
F P AIRS OF EXTERIOR WIN G DOORS SHALL HAVE
r
S
J „ SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE DETAILING REINFORCED CONCRETE STRUCTURES ", U.O.N.
I NEW 1 WATER INACTIVE LEAF SHALL HAVE MUL11PLE POINTS OF LOCKS WITH 5/8" 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
L -� NEW
ASSEMBLY, MIN. THROW BOLTS WITH INSERTS.
5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE
W/ SHUTOFF VALVE. AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SHALL
�..
CONTROL VALVE. RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER
PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND BEFORE PROCEEDING WITH THE WORK.
/ LATCHES. 6. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCH1-
`J TECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE
6.' HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLABS, BOLTS,
� NEW 1"0 CWP SERVICE REMOVEABLE PINS AND NON - EXPOSED SCREWS. CURBS, ETC.
7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
T � EXISTING A/C �� � �i NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1.
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI -301
EXISTING SEPTIC NK EXISTING ACCESS G TE
UNIT TO BE SEE SANITARY NEW 900 GAL "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
i i 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF
4 .- ,� T
RELOCATED FIRST FLOOR PLAN it ii THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS S. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347
CONSTRUCTION FOR CONTINUATION L- -�' WITH SELF- CLOSIN DEVICE SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
IR
TO REMAIN (SHEET P--2) AND SELF- LATCHING DEVICE STANDARD 297.1. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK."
Ch
r -- NEW A/C 9. T
TO BE RELOCATED/ g. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT/
�I I I
___ ___ __ ___ ___ ___ ___ __ EXISTING ENGINEER'S APPROVAL
EXISTING � ..., - - -- -- -- - -- -_ CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED P051T1pN AND
- -- - 4' HI. CHAIN
Z IDRAINFIELIJ ' i ,' �' - -� , , SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS 10. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN.
I ,
I' _ _ LINK FENCE
ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033
I 11. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,
AREA '- -- - -- - i PROVIDE LOCKS EXTERIOR WINDOWS SMALL BE LOCKED WITH DEVICE
I
EXISTING , 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 I I I I DIRECTION.
4 48,_ I I I I RELOCATED I I ,' 12. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING
I O K EXISTING A/C I' I 10. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE
ANY REVISIONS BEFORE STARTING CONSTRUCTION.
a I I I I - - -_ __ -_ - -- -- -- - , OR VISION PANELS. '
- -- _ _ i 1 , 1 e- 13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF
Li J- -1-1J -- - -- -- D 0 OR NOTES :
-- - , I ►q CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
I I NEW 1 0 CWP SERVICE ° COMPONENTS OF MEANS OF ESCAPE APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER.
+ 3 II ,
- - --� I XI I A. NO DOOR IN THE PATH OF MEANS OF ESCAPE SHALL BE LESS 14. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
W THAN 28" WIDE EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
- I HB SEE SHEET P -3 UNLESS A LAGER DOOR OPENING IS REQUIRED TO SATISFY INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED
"\\-1"0 FOR CONTINUATION REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN WRITING, AND IT IS GIVEN THE AUTHORITY TO CHECK AND
" 1 B. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN APPROVE SHOP DRAWINGS, AND TO VERIFY THE ACTUAL PLACING OF
EXISTING i i I i i I MSOV IN w OPEN THE DOOR FROM INSIDE THE CLOSET, REBARS IN THE FIELD
I 900 GAL 11 H VERTICAL W V.B. 4 C. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE
SEPTIC TANK I II � IO
EXISTING ACCESS GATE
WITH SELF - CLOSING DEVICE
AND SELF - LATCHING DEVICE
TO REMAIN
I it OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 15. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF LOCAL
L - +Q , I -- 1 I 1 4 D. DOORS MAY BE SWINGING OR SLIDING AND ARE EXEMPT FROM THE ORDINANCES AND THE "FLORIDA BUILDING CODE ", CURRENT
1 REQUIREMENTS OF THE FLORIDA BUILDING CODE. EDITION.
II ii ii i 1
1
I
I ' E. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS 16. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD
WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE
- - - OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY DISENGAGED SHALL PRIOR TO WINDOW PLACEMENT.
S BE PROHIBITED.
z I8ACK 17. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRUSS SHOP
x SOIL STATEMENT DRAWINGS APPROVAL
w ATCHED AREA SOIL AT THIS SITE IS SAND &C ROCK ADEQUATE TO SUPPORT THE 15. ARCHITECT / ENGINEER'S VISITS AT THE SITE
INDICATES ADDITION DESIGN LOAD OF 2000 PSF. AFTER EXCAVATION SIGNED AND
v DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR
EXISTING (783.00 SQ. FT.) ' SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE
w ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE
DRIVEWAY FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE COORDINATED WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION.
DESIGN IS BASED ON.
19. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED
LEGAL DESCRIPTION : BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION.
i THE SOUTH 155 FEET OF LOT 19, BLOCK 3, OF "CAMBRIDGE LAWNS 20. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
PARK ", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
PROPERTY LINE R = 300.00 '� �� 50, AT PAGE 4, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY,
L = 156.92' FLORIDA. FOLLOWED BY A CHANGE ORDER.
A = 29.58'08" `'
21 THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS SECURE AND
t
FIRE RATINGS DESCRIPTION
10 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
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
ZONING LEGEND RS -3
MAIN HOUSE C
ZONING ALLOWED PROVIDED SITE I ❑ I
LAN
HEIGHT (TO RIDGE OF ROOF) : 25• --0" MAX. .-MmiiiiI ,SCALE: 3/32" = 1'--0"
LOT AREA: 10,000 S. F. MIN. 18,560 SQ. FT. 0 5 10 20
BUILDING COVERAGE 30% MAX. 5,568 SQ. FT. 2,647 SQ. FT.
MAXIMUM F.A.R. N/A N/A
IMPERVIOUS COVERAGE (MAX. 407): 7,424 SQ. FT. 3,870 SQ. FT.
GREEN SPACE (MIN. 607•): 11,136 SQ. FT. 14,690 SQ. FT.
SETBACKS REQUIRED PROPOSED
It f „
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
A SEPERATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY
APPROACHES ONTO PUBLIC
LOWEST FIN. FL.
LOWEST
ADJACENT
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT
SHALL ISSUE THE "PUNCHLIST"
ELEV. (EXISTING)
GARAGE ELEV.
GRADE ELEV.
PROPOSED
+10.34' N.G.V.D.
+9.46' N.G.V.D.
+9' -0" N.G.V.D.
ALL ELECTRICAL, MECHANICAL & 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.
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 HIGHEST
QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED.
�3. 'THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE
ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE
ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB.
24. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB 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 MC /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 STATUTES EFFECTIVE 7 if)
THERE ARE NO PERTINENT FEATURES ON THE ADDITIONAL, COST TO THE OWNER.
ADJACENT PROPERTIES AND ACROSS THE STREET 29. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL
THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND
AND DISPOSAL SYSTEM INSTALLATION. 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 ;rt °�� _I 1'srafAf
30. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALSfAN6
INFORMATION SEE SHEET P -1 "II I fp :. EPT
EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. ;
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Tejeda Res.
5729 S.W. 60 Avenue,
South Miami, FL.
' / 0/87.
Tr,tr�, TUPAL SECT`10,y
AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO
PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO
A SEPERATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY
APPROACHES ONTO PUBLIC
A SEPARATE
PERMIT AND PRODUCT CONTROL
APPROVAL WHEN
31. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT
SHALL ISSUE THE "PUNCHLIST"
Florida Li
LAKE OR CANAL.
RIGHT OF WAY. CONTACT PUBLIC
WORKS DEPARTMENT.
APPLICABLE,
IS REQUIRED FOR
�
THE FOLLOWING ITEMS:
CONTRACTOR A INDICATING,,, THE= �y,
OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL' TAKE'
Issue Date: Project No.
June 08, 2012
� .
LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED
STRUCTURAL GLAZING
WOOD TRUSSES
DOORS
ROOFING WINDOWS
SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN
CALENDAR WORKING DAYS.
DISCHARGE OF STOR ONTO ADJACENT PROPERTY.
APPLICANT WILL PROVIDE VIDE C ERTIFICATION PRIOR TO FINAL
C
2.5 FEET IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY
RIDGE VENTILATION
CURTAIN WALLS
MULLIONS
SIGNS GLASS WALL
INSPECTION.
DRIVEWAY LEADING TO A RIGHT OF WAY.
PRECAST SYSTEMS
HANDRAILS
RAILS
FENCES
32. CONTRACTOR TO VERIFY THAT THERE ARE NO PERTINENT FEATURES
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
GRADE = ELEVATION OF PUBLIC SIDEWALK OR GROWN OF ROAD.
AND DISPOSAL SYSTEM INSTALLATION.
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Tejeda Res.
5729 S.W. 60 Avenue,
South Miami, FL.
Professional of Record: Norman Blandon
Discipline: Architecture
Registration N-i., AR- 0016380
I
6262
W 40 st.
Suite 2A
Florida Li
i am I, F 10
one 305-666-5151
ense AA
100
0003242
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 proJ'ect 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 CALCS.
GENERAL NOTES, ETC.
Issue Date: Project No.
June 08, 2012
Drawing No.:
•
Professional of Record: Norman Blandon
Discipline: Architecture
Registration N-i., AR- 0016380
I