171 NE 100 St (2)REVISIONS
BY
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JOSE J. RIGOL ARCHITECT
11990 SW 6 ST.MIAMI,FL.
L:0008405 TEL:552- 1 468
NEW BATHROOM
FOR: DEANNA BELLOSO
171 N.E. 100 ST. MIAMI SHORES, FL.
TEL: (305) 757 -7093
Date ) q/ to l dCJ
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REVISIONS
BY
JOSE J. RIGOL ARCHITECT -
11990 SW 6 ST.MIAMI,FL.
NEW BATHROOM
FOR: DEANNA BELLOSO
171 N.E. 100 ST. MIAMI SHORES, FL.
TEL: (305) 757-7093
Date ogito few
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TI- E . 1-1AS VISITED 4 OBSERVED THE SITE AND FOUND. THE
FCUNDATION CONDITIONS ARE SIMILAR (SAND 4 LOOSE ROCK) TO T1-105E
UFON 1.11-4C114 71-1E DESIGN IS BASED. FURTNERMORE, UPON BREAKING OF
CaPOUND, A LETTER ALL BE SUBMITTED TO TI-1E BLDG. OFFICIAL
VERIFYING 4 ATTESTING TAT TIE SITE CONDITIONS ARE SIMILAR TO TI-105E
WHCI-1 TI-1E DESIGN 15 BASED ON. ASSUMED BRG. CAP. 15 2000 P.S.F.
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STRUCTURAL NOTES
I. CODES.
1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL
STEEL BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN ", JUNE 1,
1989 (ACT)
2. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE ACI 318-89 (ACT).
3. AMERICAN FOREST AND PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION
FOR WOOD CONSTRUCTION", 1991 (NDS).
4. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURE" ACI 530 -92 (ACT 5.30).
IL MATERIALS
UNLESS OTHERWISE SHOWN OR
1. STRUCTURAL STEEL:
ANCHOR BOLTS, UON :
2. CAST-IN-PLACE CONCRETE
FOUNDATION:
SLABS ON GROUND:
COLUMNS AND BEAMS:
3. REINFORCEMENT:
DEFORMED BARS:
WELDED WIRE FABRIC:
4. WELDING ELECTRODES:
5. BOLTING MATERIALS:
6. FRAMING LUMBER
DECKING
III.
MINERAL
NOTED ON DRAWINGS.
ASTM A36
ASTM A325
3 KSI NORMAL WT
3 KSI NORMAL WT
3 KSI NORMAL WT
ASTM A615 GRADE 60
ASTM A185, GRADE 60
E70XX LOW HYDROGEN
ASTU A325 OR A490, UON.
DOUGLAS FIR OR SOUTHERN
YELLOW PINE.
19% MAXIMUM MOISTURE CONTENT
Fb =1200 PSI MINIMUM
NOMINAL SIZE DRESSED S4S
1. NOTE, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK
UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY SHOWN. PRO-
VIDE DETAILS OF A SIMILAR NATURE. VERIFY APPUCABIUTY BY SUBMITTING
SHOP DRAWING FOR REVIEW.
3. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION.
2. STRUCTURAL DRAWINGS SHAD_ BE USED IN CONJUNTION WITH THE SPECIFICA-
TIONS ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY
BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSABIUTY TO NOTIFY THE
ENGINEER PRIOR TO FORMING WORK.
4. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMPROOFING
AND FIRE PROOFING DETAILS AND REQUIREMENTS.
5. AT ALL `TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CON-
DITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE
ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE
THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION.
6. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING
CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL CONDITIONS ARE
DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL r
BE NOTIFIED.
N. CONCRETE NOTES
1. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, UON.
IN DRAWINGS:
CONCRETE POURED AGAINST EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER
15 OR SMALLER 1 1/2"
16 OR LARGER 2
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
COLUMNS(TIES AND MAIN REINF.) 1 1/2"
SLAB, WALLS, JOINTS
X11 OR SMALLER 3/4"
BEAMS(STIRRUPS AND MAIN REINF.) 1 1/2"
CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS.
2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING
CONCRETE IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CON-
TRACTOR TO FURNISH SUPPORT.
3. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPE-
NINGS, PIPE SLEEVES, ETC. AS REQUIRED BY ALL TRADES BEFORE THE CONCRE-
TE IS POURED. tHE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHA-
NICAL AND ELECTRICAL DRAWINGS. AS WELL AS THE STRUCTURAL DRAWINGS FOR
THE LOCATION, NUMBER AND SIZE OF ALL OPENINGS, SLEEVES, ETC., HOWEVER,
OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED
ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER IS OBTAINED.
4. LOCATION OFF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS SHALL BE
SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAIUNG OF REINFORCING.
ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS.
ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS.
5. CONCRE IE FINISH FOR SLAB ON GROUND SHALL BE "UGTH BROOM FINISH ".
CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE "SMOOTH FORM FINISH,
ACI 301 -89 (10.2.2).
V. MASONRY
1. HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90
ON GRADE N, TYPE I, NORMAL W0GTH WITH F'mc = 1500 P.S.I.
2. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE TYPE
M FOR BELOW F'm = 2000 P.S.I.
3. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 WITH 2000 P.S.I.
STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEE-
DING 4 FEET VERTICALLY AND A SLUMP OF 9" + 1" FILL CELLS BELOW GRADE.
4. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS MINI-
MUM LAPS SPUCES SHALL BE 48 BARS DIA. AS FOLLOWS:
13 BARS - 1'- 6"
4 BARS - 2'- 0"
15 BARS - 2'- 6"
16 BARS - 3'- 0"
5. HORIZONTAL REINFORCING SHALL BE No. 9 GAGE LADDER TRUSS TYPE OR EQUI-
VALENT AND SHALL BE PLACED EVERY OTHER COURSE U.O.N.
6. ALL BLOCK SHALL BE PLACED IN RUNNING BOND.
7. REIFORCING SPUCES TO 48 BAR DIAMETERS MINIMUM.
8. A SPECIAL INSPECTOR IS REQUIRED FOR ALL GROUTING.
VI. WOOD NOTES
1. ALL W000 IN CONTACT W /CONCRETE, MASONRY OR LATH SHALL BE PRESSURE
TREATED AS PER "AMERICAN WOOD- PRESERVERS' ASSOCIATION ".
2. STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STREES OF
1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE No. 2, COMMON
S4S OR APPROVAL EQUAL LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE
CORRECTED BY BRIDGING AND NAIUNG.
ESCAPE NOTES :
WINDOW. SUBMIT DADE COUNTY APPROVAL NUMBER PRIOR INSTALLATION.
NFPA 101
REQUIREMENTS FOR MEANS OF ESCAPE:
21- 2.2.3 (C) AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE
USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN
20" IN WIDTH, 24" IN HEIGHT AND 5.7 SQ. FT IN AREA. THE BOTTOM
OF THE OPENING SHALL NOT BE MORE THAN 44" OF THE FLOOR.
THE MODE OF OPERATION DOES NOT REQUIRE THE USE OF A KEY,
TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE RE-
QUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM
SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISH FLOOR.
(d) COMPONENTS OF MEANS OF ESCAPE:
21 -- 2.4 DOORS:
21 - 2.4.1 NO DOOR IN THE PAHT OF TRAVEL OF A MEANS OF ESCAPE SHALL BE
LESS THAN 28" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY REQUIREMENTS
OF SECTION 515 OF THIS CODE.
21 - 2.4.3 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN
THE DOOR FROM INSIDE THE CLOSET
21 - 2.4.4 EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPE-
NING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
M L ' M o D l%L
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STEEL DOWELS
1) Place Foundation Dowels 6' Into existing House Footing
2) Place T, Beam Steel with a Dowels inserted a minimum of 6" into existing house
beam. w j >;f /
3) Place Dowels @ 36" o/c all along existing house wall into new starter columns.
04; - .F e s1" ••10
14 -16
6 - Iocf
l4 - -Ieo.ci
4 --toci
L
r�� `'IA
t0 E.
5
f1 situ
1.- General Lighting Load
Square Feet
General Lighting
Small Appliances
Range
Refrigerator
Dishwasher
Washer
Dryer
Water_ Heater_
Oven /Micro
Trash Compactor
Swimming Pool
Whirl Pool
- Disposal IOW
connected load
(less A /C)
10000 W @ 100%
4V/12/ w @ 40%
A/C (of htng) @ 1
- Demand Load
Amps _
Service Size (I%KtS1tt - 1
ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE AND ALL APPUCABLE LOCAL CODES.
2. COORDINATE ELECTRICAL SERVICE W/FLORIDA POWER AND UGHT COMPANY.
3. AU.. TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY SPECIFICATIONS.
4. ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IS IN COMPUANCE AS SET FORTH
BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES.
5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR
TO SUBMISSION OF BID, EXISTING CONDITIONS.
6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL
CONTRACTOR. IT WALL BE HIS RESPONSIBILITY TO SECURE AND PAY FOR ANY
PERMITS, CERTIFICATES OF INSPECTION, ETC.
7. SUBSTITUTE MATERIALS. EQUIPMENT OR METHODS SHALL NOT BE MADE WITHOUT
APPROVAL OF THE ENGINEER. IT THE USE OF A SUBSTITUTE REQUIRES ANY CHANGE
IN WORK, THE NECESSITY FOR SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER, AND IF APPROVED, SHALL BE MADE AT NO COST TO THE OWNER.
8. CLEAN UP SUCH TRASH ANO DEBRIS GENERATED BY THE WORK AND LEAVE COMPLE-
TED WORK IN A CLEAN, UNDAMAGED, AND FINISHED CONDITION READY TO RECEIVE
YATHOUT FURTHER PREPERATION, UNLESS SO SPECIFIED IN OTHER SECTIONS, ANY
ADJACENT OR ABUTTING WORK PERFORMED BY OTHERS.
9. MATERIALS. APPUANCES. DEVICES AND EQUIPMENT SHALL MEET WITH THE
REQUIREMENTS OF UNDERWRITERS' LABORATORIES AND SHALL BE NEW AND THE
LATEST STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE
PRODUCTION OF THE ITEM, UNLESS OTHERWISE INDICATED. UKE ITEMS SHALL BE
THE PRODUCT OF A SINGLE MANUFACTURER.
10. ALL CONDUCTORS SHALL BE COPPER OR ALUMINIUM AND RUN IN CONDUIT. WIRE SIZE
SHALL BE THW/THWN UNLESS OTHERWISE NOTED ON PLANS. ROMEX MAY BE USED
INSTEAD OF COPPER OR ALUMINIUM IN CONDUIT. ALL GROUND CONNECTIONS TO BE
AS PER THE N.EC. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY
GROUND AS REQUIRED IN ART. 250 OF THE N.E.C.
11. LOCATION OR OUTLETS IN ELECTRICAL DRAWINGS IS DIAGRAMATIC: CHECK
MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF OUTLETS.
11 PROVIDE TYPEWRITTEN SCHEDULES FOR AU. PANELBOAROS. PROVIDE NAMEPLATES
FOR ALL ELECTRICAL EQUIPMENT.
13. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT
SPECIFIED ON ORIGINAL CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR
PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C
EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON
DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE.
CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST.
14. ELECTRICAL INSTALLATIONS. SHALL CONFORM TO REQUIREMENTS OF
N.EC. 110 -16 (a) 'CLEARANCES' AND N.E.0 384-2 'DEDICATED SPACES'
FOR SWATCHBOARDS AND PANELBOARDS. INCLUDING SPACES ABOVE THE EQUIPMENT.
15. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ARCHITEC AT TIME OF DESIGN.
VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING.
16. PROVIDE GROUND FAULT PROTECTION FOR ALL RECEPTACLES AT BATHROOMS AND
EXTERIOR LOCATIONS.
17. RACEWAY 2 INCHES AND SMALLER IN DIAMETER SHALL BE I.M.C. IF EXPOSED TO WEA-
THER, EM.T. ELSEYMERE, FLEXIBLE CONDUIT USED INDICATED SHALL BE METAL FOR
INDOOR LOCATION, UQUID -TIGHT FOR OUTDOOR LOCATIONS. USE STEEL COMPRESSION
TYPE FITTINGS. JUN11ON BOXES SHALL BE GALVANIZED STEEL WITH SCREW OR HINGED
COVERS FOR INDOORS LOCATIONS AND WEATHER -PROOF WHERE EXPOSED TO WEATHER.
OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATION.
FLOOD HAZARD NOTES
1. ALL ELECTRICAL OUTLETS (RECPTACI ES AND UGHTING) BELOW BASE FLOOD ELEVATION
SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED
ON SEPARATE INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAL AREAS
2. NO APPUANCES OR APPUANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD
ELEVATION.
.3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION.
4. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION.
5. COORDINATE LOCATION OF ELECTRIC METER W/ FLORIDA POWER & UGHT CO. TO
COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS.
ELECTRIC LOAD CALCULATION
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NOTE:
HURRICANE PANEL
HURRICANE PANELS SHALL BE 20 GAUGE GALVANIZED
STEEL STORM PANEL SYSTEM. DADE COUNTY ACCEPTANCE
# 95- 0914.05 FROM SEAVIEW INDUSTRIAS ON ALL DOORS
WINDROWS, MANUFACTURER TO SUBMIT SHOP DRAWINGS
AND SPECIFICATIONS FOR OWNER APPROVAL.
D .) / /o /ti
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REVISIONS
BY
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Job
3
Shoots
(305) 552— 1468
NEW BATHROOM
SHORES, FL.
ELECTRIC SCHEDULE
TYPE:
VOLTAGE:
VOLTS
MOUNTING:
LOAD
120/240
CENTER
1 PIT,
3W
v
Num gus 150
PANEL NEVTRAL: 150
1.0 N MAIN: 4.41, or 1.-Y
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i i,1
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CONNECTED LOAD: SIM LOAD CALCULATIONS FEEDER:
FED
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FROM:
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STRUCTURAL NOTES
I. CODES.
1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL
STEEL BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN ", JUNE 1,
1989 (ACT)
2. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE ACI 318-89 (ACT).
3. AMERICAN FOREST AND PAPER ASSOCIATION "NATIONAL DESIGN SPECIFICATION
FOR WOOD CONSTRUCTION", 1991 (NDS).
4. AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURE" ACI 530 -92 (ACT 5.30).
IL MATERIALS
UNLESS OTHERWISE SHOWN OR
1. STRUCTURAL STEEL:
ANCHOR BOLTS, UON :
2. CAST-IN-PLACE CONCRETE
FOUNDATION:
SLABS ON GROUND:
COLUMNS AND BEAMS:
3. REINFORCEMENT:
DEFORMED BARS:
WELDED WIRE FABRIC:
4. WELDING ELECTRODES:
5. BOLTING MATERIALS:
6. FRAMING LUMBER
DECKING
III.
MINERAL
NOTED ON DRAWINGS.
ASTM A36
ASTM A325
3 KSI NORMAL WT
3 KSI NORMAL WT
3 KSI NORMAL WT
ASTM A615 GRADE 60
ASTM A185, GRADE 60
E70XX LOW HYDROGEN
ASTU A325 OR A490, UON.
DOUGLAS FIR OR SOUTHERN
YELLOW PINE.
19% MAXIMUM MOISTURE CONTENT
Fb =1200 PSI MINIMUM
NOMINAL SIZE DRESSED S4S
1. NOTE, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK
UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY SHOWN. PRO-
VIDE DETAILS OF A SIMILAR NATURE. VERIFY APPUCABIUTY BY SUBMITTING
SHOP DRAWING FOR REVIEW.
3. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION.
2. STRUCTURAL DRAWINGS SHAD_ BE USED IN CONJUNTION WITH THE SPECIFICA-
TIONS ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY
BETWEEN DRAWINGS IT IS THE CONTRACTOR'S RESPONSABIUTY TO NOTIFY THE
ENGINEER PRIOR TO FORMING WORK.
4. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMPROOFING
AND FIRE PROOFING DETAILS AND REQUIREMENTS.
5. AT ALL `TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CON-
DITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE
ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE
THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION.
6. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING
CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL CONDITIONS ARE
DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL r
BE NOTIFIED.
N. CONCRETE NOTES
1. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, UON.
IN DRAWINGS:
CONCRETE POURED AGAINST EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER
15 OR SMALLER 1 1/2"
16 OR LARGER 2
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
COLUMNS(TIES AND MAIN REINF.) 1 1/2"
SLAB, WALLS, JOINTS
X11 OR SMALLER 3/4"
BEAMS(STIRRUPS AND MAIN REINF.) 1 1/2"
CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS.
2. ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING
CONCRETE IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CON-
TRACTOR TO FURNISH SUPPORT.
3. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL OPE-
NINGS, PIPE SLEEVES, ETC. AS REQUIRED BY ALL TRADES BEFORE THE CONCRE-
TE IS POURED. tHE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHA-
NICAL AND ELECTRICAL DRAWINGS. AS WELL AS THE STRUCTURAL DRAWINGS FOR
THE LOCATION, NUMBER AND SIZE OF ALL OPENINGS, SLEEVES, ETC., HOWEVER,
OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED
ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER IS OBTAINED.
4. LOCATION OFF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS SHALL BE
SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAIUNG OF REINFORCING.
ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS.
ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS.
5. CONCRE IE FINISH FOR SLAB ON GROUND SHALL BE "UGTH BROOM FINISH ".
CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE "SMOOTH FORM FINISH,
ACI 301 -89 (10.2.2).
V. MASONRY
1. HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90
ON GRADE N, TYPE I, NORMAL W0GTH WITH F'mc = 1500 P.S.I.
2. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE TYPE
M FOR BELOW F'm = 2000 P.S.I.
3. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 WITH 2000 P.S.I.
STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEE-
DING 4 FEET VERTICALLY AND A SLUMP OF 9" + 1" FILL CELLS BELOW GRADE.
4. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS MINI-
MUM LAPS SPUCES SHALL BE 48 BARS DIA. AS FOLLOWS:
13 BARS - 1'- 6"
4 BARS - 2'- 0"
15 BARS - 2'- 6"
16 BARS - 3'- 0"
5. HORIZONTAL REINFORCING SHALL BE No. 9 GAGE LADDER TRUSS TYPE OR EQUI-
VALENT AND SHALL BE PLACED EVERY OTHER COURSE U.O.N.
6. ALL BLOCK SHALL BE PLACED IN RUNNING BOND.
7. REIFORCING SPUCES TO 48 BAR DIAMETERS MINIMUM.
8. A SPECIAL INSPECTOR IS REQUIRED FOR ALL GROUTING.
VI. WOOD NOTES
1. ALL W000 IN CONTACT W /CONCRETE, MASONRY OR LATH SHALL BE PRESSURE
TREATED AS PER "AMERICAN WOOD- PRESERVERS' ASSOCIATION ".
2. STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STREES OF
1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE No. 2, COMMON
S4S OR APPROVAL EQUAL LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE
CORRECTED BY BRIDGING AND NAIUNG.
ESCAPE NOTES :
WINDOW. SUBMIT DADE COUNTY APPROVAL NUMBER PRIOR INSTALLATION.
NFPA 101
REQUIREMENTS FOR MEANS OF ESCAPE:
21- 2.2.3 (C) AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE
USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN
20" IN WIDTH, 24" IN HEIGHT AND 5.7 SQ. FT IN AREA. THE BOTTOM
OF THE OPENING SHALL NOT BE MORE THAN 44" OF THE FLOOR.
THE MODE OF OPERATION DOES NOT REQUIRE THE USE OF A KEY,
TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE RE-
QUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM
SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISH FLOOR.
(d) COMPONENTS OF MEANS OF ESCAPE:
21 -- 2.4 DOORS:
21 - 2.4.1 NO DOOR IN THE PAHT OF TRAVEL OF A MEANS OF ESCAPE SHALL BE
LESS THAN 28" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 24" WIDE
UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY REQUIREMENTS
OF SECTION 515 OF THIS CODE.
21 - 2.4.3 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN
THE DOOR FROM INSIDE THE CLOSET
21 - 2.4.4 EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPE-
NING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY.
M L ' M o D l%L
(A)
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n fi 21 % q g. t o 1 . o6 fi 'I .16A l� fa OAR
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STEEL DOWELS
1) Place Foundation Dowels 6' Into existing House Footing
2) Place T, Beam Steel with a Dowels inserted a minimum of 6" into existing house
beam. w j >;f /
3) Place Dowels @ 36" o/c all along existing house wall into new starter columns.
04; - .F e s1" ••10
14 -16
6 - Iocf
l4 - -Ieo.ci
4 --toci
L
r�� `'IA
t0 E.
5
f1 situ
1.- General Lighting Load
Square Feet
General Lighting
Small Appliances
Range
Refrigerator
Dishwasher
Washer
Dryer
Water_ Heater_
Oven /Micro
Trash Compactor
Swimming Pool
Whirl Pool
- Disposal IOW
connected load
(less A /C)
10000 W @ 100%
4V/12/ w @ 40%
A/C (of htng) @ 1
- Demand Load
Amps _
Service Size (I%KtS1tt - 1
ELECTRICAL NOTES
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE AND ALL APPUCABLE LOCAL CODES.
2. COORDINATE ELECTRICAL SERVICE W/FLORIDA POWER AND UGHT COMPANY.
3. AU.. TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY SPECIFICATIONS.
4. ELECTRICAL INSTALLATION DESIGN OF THIS PLAN IS IN COMPUANCE AS SET FORTH
BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES.
5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR
TO SUBMISSION OF BID, EXISTING CONDITIONS.
6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL
CONTRACTOR. IT WALL BE HIS RESPONSIBILITY TO SECURE AND PAY FOR ANY
PERMITS, CERTIFICATES OF INSPECTION, ETC.
7. SUBSTITUTE MATERIALS. EQUIPMENT OR METHODS SHALL NOT BE MADE WITHOUT
APPROVAL OF THE ENGINEER. IT THE USE OF A SUBSTITUTE REQUIRES ANY CHANGE
IN WORK, THE NECESSITY FOR SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION
OF THE ENGINEER, AND IF APPROVED, SHALL BE MADE AT NO COST TO THE OWNER.
8. CLEAN UP SUCH TRASH ANO DEBRIS GENERATED BY THE WORK AND LEAVE COMPLE-
TED WORK IN A CLEAN, UNDAMAGED, AND FINISHED CONDITION READY TO RECEIVE
YATHOUT FURTHER PREPERATION, UNLESS SO SPECIFIED IN OTHER SECTIONS, ANY
ADJACENT OR ABUTTING WORK PERFORMED BY OTHERS.
9. MATERIALS. APPUANCES. DEVICES AND EQUIPMENT SHALL MEET WITH THE
REQUIREMENTS OF UNDERWRITERS' LABORATORIES AND SHALL BE NEW AND THE
LATEST STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE
PRODUCTION OF THE ITEM, UNLESS OTHERWISE INDICATED. UKE ITEMS SHALL BE
THE PRODUCT OF A SINGLE MANUFACTURER.
10. ALL CONDUCTORS SHALL BE COPPER OR ALUMINIUM AND RUN IN CONDUIT. WIRE SIZE
SHALL BE THW/THWN UNLESS OTHERWISE NOTED ON PLANS. ROMEX MAY BE USED
INSTEAD OF COPPER OR ALUMINIUM IN CONDUIT. ALL GROUND CONNECTIONS TO BE
AS PER THE N.EC. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY
GROUND AS REQUIRED IN ART. 250 OF THE N.E.C.
11. LOCATION OR OUTLETS IN ELECTRICAL DRAWINGS IS DIAGRAMATIC: CHECK
MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF OUTLETS.
11 PROVIDE TYPEWRITTEN SCHEDULES FOR AU. PANELBOAROS. PROVIDE NAMEPLATES
FOR ALL ELECTRICAL EQUIPMENT.
13. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT
SPECIFIED ON ORIGINAL CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR
PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C
EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON
DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE.
CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST.
14. ELECTRICAL INSTALLATIONS. SHALL CONFORM TO REQUIREMENTS OF
N.EC. 110 -16 (a) 'CLEARANCES' AND N.E.0 384-2 'DEDICATED SPACES'
FOR SWATCHBOARDS AND PANELBOARDS. INCLUDING SPACES ABOVE THE EQUIPMENT.
15. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ARCHITEC AT TIME OF DESIGN.
VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING.
16. PROVIDE GROUND FAULT PROTECTION FOR ALL RECEPTACLES AT BATHROOMS AND
EXTERIOR LOCATIONS.
17. RACEWAY 2 INCHES AND SMALLER IN DIAMETER SHALL BE I.M.C. IF EXPOSED TO WEA-
THER, EM.T. ELSEYMERE, FLEXIBLE CONDUIT USED INDICATED SHALL BE METAL FOR
INDOOR LOCATION, UQUID -TIGHT FOR OUTDOOR LOCATIONS. USE STEEL COMPRESSION
TYPE FITTINGS. JUN11ON BOXES SHALL BE GALVANIZED STEEL WITH SCREW OR HINGED
COVERS FOR INDOORS LOCATIONS AND WEATHER -PROOF WHERE EXPOSED TO WEATHER.
OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATION.
FLOOD HAZARD NOTES
1. ALL ELECTRICAL OUTLETS (RECPTACI ES AND UGHTING) BELOW BASE FLOOD ELEVATION
SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED
ON SEPARATE INDEPENDENT CIRCUITS FROM THOSE IN THE HABITAL AREAS
2. NO APPUANCES OR APPUANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD
ELEVATION.
.3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION.
4. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION.
5. COORDINATE LOCATION OF ELECTRIC METER W/ FLORIDA POWER & UGHT CO. TO
COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS.
ELECTRIC LOAD CALCULATION
t1> ( 91 111 , 1C- _ APP I'rims!
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1 2�
I .50
NOTE:
HURRICANE PANEL
HURRICANE PANELS SHALL BE 20 GAUGE GALVANIZED
STEEL STORM PANEL SYSTEM. DADE COUNTY ACCEPTANCE
# 95- 0914.05 FROM SEAVIEW INDUSTRIAS ON ALL DOORS
WINDROWS, MANUFACTURER TO SUBMIT SHOP DRAWINGS
AND SPECIFICATIONS FOR OWNER APPROVAL.
D .) / /o /ti
t&)
REVISIONS
BY
■
F-
U
W
F-
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0
0
0
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0
( _J
Dote j _ o
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Drawn
Job
3
Shoots
(305) 552— 1468
NEW BATHROOM
SHORES, FL.
PLUMBING FIXTURE CONNECTION SCHEDULE
No.
DESCRIPTION
DRAIN
WATER
SLOPE
REMARKS
FU
COLD
HOT
P -1
WATER CLOSET
4"
1 /2"
N/A
3"&4"@1/8"/FT.
4
P -2
LAVATORY
1 -1/2"
1/2 "
1/2"
1- 1/2 "@1 /4 " /FT.
2
P -3
SHOWER
2"
1/2"
1/2"
2 " 01 /4 " /FT.
W /ANTI -SCALD VALVES
2
v
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RELIEF VALVE
CAP FOR FUTURE -�
CONNECTION SOLAR
OR HEAT RECOVERY
3/4" HOT WATER
HEAT TRAP
WATER HEATER
FLOOR
-, F
era � e ru
u
11)_t•z- At„.\
d )�
d
VACUUM RELIEF VALVE
WATTS # 36 A
3/4 "COLD WATER
CAP FOR FUTURE CONNECTION
SOLAR OR HEAT RECOVERY
WATER HEATER PIPING DIAGRAM
N.T.S.
EWH -1: ELECTRIC WATER HEATER "LOCHINVAR" (OR APPROVED EQUIVALENT)
ENERGY SAVER TALL MODEL NO. ETAO5OPP, 6,0KW, 240/1/60. RECOVERY
35 GPH AT 70' RISE. STORAGE fif GAL. GLASS -LINED TANK, 5 YEAR
WARRANTY. ENERGY FACTOR 0.86. TANK SIZE 20" DIA. x 46" HEIGHT.
klguw 2" -2F
Z"
3/4" P & T RELIEF PIPE
TO OUTSIDE BUILDING
TERMINATE 6" ABOVE GRADE
9x T. 4 s/a1.1.
X77, 4'� S4 Ni fA /Z-)' P /PE
W. 4 ", H(7 Ry 26'. S iA)Efz
1f2 A I tit PIPE To p7' /L
Y N/ (N/ pze i1 /,c,/ (23 c
/ w 4 " - 2. \A/ A-
(all 9/1/11 ri/N 7"Esr 7F5
/'/Eby 3 A rl (TA rzY
ro , x /5r 4 sA H/ TA f2 v f/P �.
PLUMBING GENERAL NOTES:
THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT
NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN
ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE
BUILDING CODE, ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL
CODES AND ORDINANCES.
2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND
ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS
WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL
INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER.
3. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER
AND OF GOOD QUALITY OF RESPECTIVE KIND AND GRADE, AND MUST BE
FURNISHED SO AS TO PREVENT ANY DEALAY IN THE PROGRESS OF THE
WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMAN-
LIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN.
4. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY
DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING
AND /OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC., AND
MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK.
5. ALL UNDERGROUND SANITARY (Sc STORM DRAINAGE PIPING AND FITTINGS
SHALL BE PVC -DWV (ASTM D- 2662/D- 3034).
6. ALL ABOVE GROUND SANITARY & STORM DRAINAGE BRANCH & VENT
PIPES AND FITTINGS SHALL BE PVC -DWV (ASTM D- 2662/D- 3034).
7. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE "K" (ASTM
3 -306). ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE "L"
(ASTM B - 306).
8. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE
COPPER TYPE "K" (ASTM B -306).
9. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCH. 40
PVC (ASTM D- 2662), EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM
WHERE COPPER TYPE "DWV' OR EQUIVALENT MUST BE USED.
10. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY
ACCESSORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P & T
VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND
EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE
SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING
WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR
ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER. PROVIDE
AIR CHAMBERS TO EACH FIXTURE AS REQUIRED.
11. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS
FRAMES AND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE
AND /OR VENT STACKS. PROVIDE PITCH PANS & LEADS FLASHING FOR
ALL SANITARY SYSTEM VENTS.
12. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1/8 PER FOOT,
UNLESS OTHERWISE NOTED.
PLUMBING LEGEND
SANITARY SEWER'LINE
-� VENT LINE
CONDENSATE DRAINAGE LINE
CLEANOUT TO GRADE
WALL CLEANOUT
FLOOR DRAIN
COLD WATER (C.W.) LINE
HOT WATER (H.W.) LINE
PT- PRESS. b TEMP. RELIEF LINE
---- C D -
CTGO--
WCOO
FDE
D4
--fit --
Imo_
GATE VALVE
CHECK VALVE
PRESS. L TEMP. RELIEF VALVE
UNION
---1+ HB HOSE BIBB
VB VACUUM BREAKER
VIV VALVE IN VERTICAL
VTR VENT THRU ROOF
AFF ABOVE FINISHED FLOOR LEVEL
. FE
- 8•188 - FEC FIRE EXTINGUISHER IN CABINET (2A -10BC)
FLOOR CLEAN OUT
FIRE EXTINGUISHER ON WALL BRACKET (2A -10BC)
, ,,/j 0
TATO/
REVISIONS
BY
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333 Paler Avenue
CORAL CABLES, FLA. 3313 4
Not: (305) 444 - 769
191:1421 (343) /79-1219 FAX: (309) 441 - 6494
LOCATION SKETCH SCALE: 1 2 /00
• tJ
THOMAS J. KELLY, INC.
LAND SURVEYOR
9
..J
kFl
SURVEY NO Af-i
SHEET L. OF 2
SURVEY OF LOT �� ve r�Q - � Vl� \�T
! J__ � Ti`- T - BLOC
U801VISIONi �— ��/ �{���� -,Q.T �~ /� .`��j CrIU/`�
CCOROINO TO THE PLAT THEREOP 3 R5 IDED IN PLAT BOOK No 10 AT PAGE No
rUBLIC RECORDS OF [�J ((�J COUNTY, FLORIDA.
)ATE : 3 -ZO • FOR. ( 4,t/ c7/4 !1f
�ak.%
/7/ AZT / 0014
ti / / . 4 A I
11
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.g
Cloture obore I :150 0
�)
SCALE I'' 1: O
FLOOD ZONE : X
-THIS IS A t`LOOO HAZARD ZONE THIS 15 NOT A FLOOD HAZARD ZONE
�20�p`7�
COMMUNITY 'ANIL NS s /
PANEL No. SUFFIX : '',`:-- DATE OF FIRM: _ . >`�
SASE FLOOD ELEV. ' ! t J4 LOWEST FLOOR ELEV.: Al HIGHEST ADJ. GRADE : A
NOTE UNORGROUNO ENCROACHMENTS, IF ANY, NOT LOCATED. ENCROAC1IMENT. NOTED: A./OA-IL
I hereby certify that this Sketch of survey of the obove described properly is true and correct to the best of my knowledge and
belie (3114600d and ptatted under my direction, I further certify that 'this survey meet the mtj1i-�myyn�nn 4quirernente adopted by
,t sotto o Piiif sionat Land Surveyors and the Florida Land Title Association and also Vt-6K; F FA. code. There
2 - no en6r chine 9 except as o
A. i „-, Notes: I. If shown, bearings are to an assumed meridian ( by plot )
J �f, �a e o le d Work
2.1f shourn, elevatfons are referred N.G.V. Dotum 1929
Q. Ofe'0e And( Lord Surveyor 41
3.-This is o land survey.
Vote of Flcrido
(NO! laid Unl,3s Imprinted With An Embossed Surveyors Seal)
� ;� . �,...r. •' J - aY ••••a•M -37.66
1
ORALGAOL S,Ftlivh -VIR THOMAS J. KELLY, INC.
eAWG. (3051 173 3166 LAND SURVEYOR
FAX : ( 3091 141- 6494
tt C(, //1 Z /f/,F , &7 *r
SKETCH OF SURVEY
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