1110 Mayport Rs 2013 remodel car wash plansEXISTING & PROPOSED ELEVATION
NEW EXISTING EXISTING
24"x24" 12"0 CL OF EQ. RAIL CE OF EQ. RAIL -� 12"0
COLUMN (BY OTHER) (BY OTHER) COLUMN
EXISTING�IL.ING ELEVATION __ ___ EXISTI� C ING F�EVAT�N__
A�C�OJUMN
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CITY
21, 6YZ,t 21._6y2„t 4,
Qo CIN OF EXISTING�NIEW
DEMOLISH EXISTING DEMOLISH EXISTING MU WALL MU
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BEACH WOOD FRAME WALL AND (4") TOP TILE COVER AND
BUILD NEW 8" CMU WALL BUILD NEW 8" CMU WALL
- - - - OYER EXISTING
p CITY of SECTION C -Al SECTION B -Al
�' NEPTUNE BEACH
p A-1 A-1
�^ n SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0'
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NORTH VICINITY MAP
SCALE: NOT TO SCALE
1. DEMOLITIOM SHALL INCLUDE THE REMOVAL OF EXISTING
STRUCTURES, EQUIPMENT AND ITEMS IN THE WAY OF THE NEW WORK
FOR THIS PROJECT. ALL DEMOLITION DEBRIS AND MATERIALS SHALL BE
REMOVED AND DISPOSED OF AS DIRECTED BY OWNER'S
REPRESENTATIVE ON A DAILY BASIS UNLESS SPECIFIC AUTHORIZATION
IS GIVEN IN WRITING TO DO OTHERWISE.
2. CODES AND SPECIFICATIONS TO BE USED ARE:
-THE FLORIDA BUILDING CODE 2007
-THE SAFETY AND HEALTH REGULATIONS OF THE U.S.
DEPARTMENT OF LABOR, OCCUPATIONAL GAFETY AND
ADMINISTRATION (LATEST ADDIT.)
3. ALL WORKS SHALL COORDINATE WITH THE CONSTRUCTION ACTIVITY
TO MINIMAZE THE DISRUPTION OF ACTIVITY IN TH AREA OF DEMOLITION.
ALL DEMOLITION ACTIVITY SHALL BE SCHEDULED IN WRITING WITH
BEGINNING AND ANDING DATES FOR ALL ACTIVITY.
4. ALL SHORING (TEMPORARY SUPPORTS), SCAFFOLDING AND OTHER
MATERIALS REQUIRED TO DO THE DEMOLITION WORK SHALL MEET ALL
OF THE STRENGTH AND SAFETY REQUIREMENTS OF THE ABOVE CODES
AND REGULATIONS.
5. REMOVE ALL ITEMS INCLUDED IN THE DEMOLITION PORTION OF THE
WORK COMPLETELY WITHIN THE LIMITS ESTABLISHED BY THE DRAWING.
ALL SURFACES AND AREAS SHALL BE LEFT IN A CLEAN STATE WITH
BRACKETS AND ITEMS REMOVED.
DEMOLITION NOTES
NEW
24"x24"
COLUMN
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Gr -NERAL NOTES AND
SECTION A -Al
BUILDING CODE SUMMARY,
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TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY
10. THE CONTRACTOR IS TO, AT ALL TIMES, KEEP THE PREMISES FREE OF
CODE MRCEMENT AIRISDH n0N: CRY OF ATLANTIC BEACH
1. ALL WORK
WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO
ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN
REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNEF
CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND
DAILY.
COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTOF
OEM CODE: The 2010 Falb &"V Code
OCCUPANSY: BIMESS MWBCM WASH
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ALL DIMENSIONS
FIELD VERIFY
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TYPE OF CONSTRUCTION: V -B
THE FILING OF ALL THE WORK WITH GOVERNMENTAL AGENCIES TO BE THE
AND CEILINGS
22. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIC
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SAFEING MATERIAL OR FIRE RATED CAULK, CONTINUOUS AS REQUIRED I
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13. IF DIMENSIDNS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN
SLABS. SEAL TO MAINTAIN PROPER RATING.
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EQUIPMENT
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NOTED OTHERWISE.
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMAN IN
14. ALL INSTA'_LED PLUMBING MECHANICAL, AND ELECTRICAL T EQUIPMENT 0 OPERATE
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QUIETLY AND BE FREE OF VIBRATION.
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COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS.
15. UNLESS NOTED OTHERWISE IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD
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5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND
DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE.
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CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ENGINEER OR ARCHITECT OF
16. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION
ONTRACTOF
INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. C CTOF
INS
ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE
OF SPECIFIED FINISHES.
FIELD.
Ali
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17. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
27. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF EL
6. EACH TRADE IS EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY
RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND
VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES.
OTHER TRADES.
INSTALLATION SPECIFIED.
28. WHERE PIPES, CONDUITS, OR LOW TENSION WIRING PENETRATE A F
?' O„
13,-2„,_O„
ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED Y2" AND SHALL E
13,-3„
INSTALLATION OF SPECIFIED FLOOR FINISH
SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHION PLATES 0
13,_6„
OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING
13,-1,
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DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE
12'-8„
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29. WHERE
PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPL
16,-6„
-T
OF FIRE -RATING.
114-4"3
20. PAINT TO BE APPLIED IN ACCORDANCE WITH
EXISTING & PROPOSED ELEVATION
NEW EXISTING EXISTING
24"x24" 12"0 CL OF EQ. RAIL CE OF EQ. RAIL -� 12"0
COLUMN (BY OTHER) (BY OTHER) COLUMN
EXISTING�IL.ING ELEVATION __ ___ EXISTI� C ING F�EVAT�N__
A�C�OJUMN
- -- 1�
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________F'_____^-______�-__`___ -_-`1 -__.__,.I_._�___--
m i. � STUCCO FINISH COAT STUCCO FINISH COAT . �.. ,.,
,
- -------- - -- ----------
...-..-.._ 4 -.-
CITY
21, 6YZ,t 21._6y2„t 4,
Qo CIN OF EXISTING�NIEW
DEMOLISH EXISTING DEMOLISH EXISTING MU WALL MU
r
AT
BEACH WOOD FRAME WALL AND (4") TOP TILE COVER AND
BUILD NEW 8" CMU WALL BUILD NEW 8" CMU WALL
- - - - OYER EXISTING
p CITY of SECTION C -Al SECTION B -Al
�' NEPTUNE BEACH
p A-1 A-1
�^ n SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0'
Z
NORTH VICINITY MAP
SCALE: NOT TO SCALE
1. DEMOLITIOM SHALL INCLUDE THE REMOVAL OF EXISTING
STRUCTURES, EQUIPMENT AND ITEMS IN THE WAY OF THE NEW WORK
FOR THIS PROJECT. ALL DEMOLITION DEBRIS AND MATERIALS SHALL BE
REMOVED AND DISPOSED OF AS DIRECTED BY OWNER'S
REPRESENTATIVE ON A DAILY BASIS UNLESS SPECIFIC AUTHORIZATION
IS GIVEN IN WRITING TO DO OTHERWISE.
2. CODES AND SPECIFICATIONS TO BE USED ARE:
-THE FLORIDA BUILDING CODE 2007
-THE SAFETY AND HEALTH REGULATIONS OF THE U.S.
DEPARTMENT OF LABOR, OCCUPATIONAL GAFETY AND
ADMINISTRATION (LATEST ADDIT.)
3. ALL WORKS SHALL COORDINATE WITH THE CONSTRUCTION ACTIVITY
TO MINIMAZE THE DISRUPTION OF ACTIVITY IN TH AREA OF DEMOLITION.
ALL DEMOLITION ACTIVITY SHALL BE SCHEDULED IN WRITING WITH
BEGINNING AND ANDING DATES FOR ALL ACTIVITY.
4. ALL SHORING (TEMPORARY SUPPORTS), SCAFFOLDING AND OTHER
MATERIALS REQUIRED TO DO THE DEMOLITION WORK SHALL MEET ALL
OF THE STRENGTH AND SAFETY REQUIREMENTS OF THE ABOVE CODES
AND REGULATIONS.
5. REMOVE ALL ITEMS INCLUDED IN THE DEMOLITION PORTION OF THE
WORK COMPLETELY WITHIN THE LIMITS ESTABLISHED BY THE DRAWING.
ALL SURFACES AND AREAS SHALL BE LEFT IN A CLEAN STATE WITH
BRACKETS AND ITEMS REMOVED.
DEMOLITION NOTES
NEW
24"x24"
COLUMN
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'ROJECT NO:
03-2013
DATE:
10-09-2013
DRAWN BY:
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CHECKED BY:
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SHEET NO:
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Gr -NERAL NOTES AND
SECTION A -Al
SPECIFICATIONS
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TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY
10. THE CONTRACTOR IS TO, AT ALL TIMES, KEEP THE PREMISES FREE OF
21. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUI
1. ALL WORK
WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO
ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN
REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNEF
CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND
DAILY.
COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTOF
SANITARY LAWS, CODES, STATUTES AND ORDINANCES.
W
INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON SUCCE°
11. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK
COMPLETION OF THE PUNCH LIST.
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THE FILING OF ALL THE WORK WITH GOVERNMENTAL AGENCIES TO BE THE
AND CEILINGS
22. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIC
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SAFEING MATERIAL OR FIRE RATED CAULK, CONTINUOUS AS REQUIRED I
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3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE
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13. IF DIMENSIDNS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN
SLABS. SEAL TO MAINTAIN PROPER RATING.
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24. ALL WORK IS TO BE SCHEDULED DURING REGULAR BUSINESS HOUR
EQUIPMENT
NOTED OTHERWISE.
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMAN IN
14. ALL INSTA'_LED PLUMBING MECHANICAL, AND ELECTRICAL T EQUIPMENT 0 OPERATE
LLJ
ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN
QUIETLY AND BE FREE OF VIBRATION.
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COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS.
15. UNLESS NOTED OTHERWISE IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD
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CD O O
5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND
DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE.
Cr Y cy)
CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ENGINEER OR ARCHITECT OF
16. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION
ONTRACTOF
INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. C CTOF
INS
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'ROJECT NO:
03-2013
DATE:
10-09-2013
DRAWN BY:
AL
CHECKED BY:
A.L
SHEET NO:
A.1
FLOOR FLAN 4Z:rEo
Gr -NERAL NOTES AND
SECTION A -Al
SPECIFICATIONS
A-1
TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY
10. THE CONTRACTOR IS TO, AT ALL TIMES, KEEP THE PREMISES FREE OF
21. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUI
1. ALL WORK
WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO
ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN
REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNEF
CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND
DAILY.
COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTOF
SANITARY LAWS, CODES, STATUTES AND ORDINANCES.
INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON SUCCE°
11. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK
COMPLETION OF THE PUNCH LIST.
2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND
INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOW
THE FILING OF ALL THE WORK WITH GOVERNMENTAL AGENCIES TO BE THE
AND CEILINGS
22. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIC
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND
SAFEING MATERIAL OR FIRE RATED CAULK, CONTINUOUS AS REQUIRED I
APPROVALS PRIOR TO THE COMMENCEMENT WITH THE WORK.
12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN
OVER SMALLER SCALE DRAWINGS.
23. CONTRACTOR RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXIST
3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE
RATED PARTITIONS AND ALL PENETRATIONS THROUGH RATED AREAS IN
BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY FOR MATERIAL
13. IF DIMENSIDNS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN
SLABS. SEAL TO MAINTAIN PROPER RATING.
TRANSPORT AND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIAL,
CLARIFICATION AND DIRECTION FROM ENGINEER OR ARCHITECT PRIOR TO PROCEEDING
AND DEBRIS.
WITH THE WOPK.
24. ALL WORK IS TO BE SCHEDULED DURING REGULAR BUSINESS HOUR
EQUIPMENT
NOTED OTHERWISE.
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMAN IN
14. ALL INSTA'_LED PLUMBING MECHANICAL, AND ELECTRICAL T EQUIPMENT 0 OPERATE
ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN
QUIETLY AND BE FREE OF VIBRATION.
25. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRA[
COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS.
15. UNLESS NOTED OTHERWISE IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD
DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR
ENGINEERING.
5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND
DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE.
WHERE EXISTING FIREPROOFING HAS BEEN REMOVED, NEW FI REPRC
CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ENGINEER OR ARCHITECT OF
16. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION
ONTRACTOF
INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. C CTOF
INS
ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE
OF SPECIFIED FINISHES.
FIELD.
WORK.
17. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
27. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF EL
6. EACH TRADE IS EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY
RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND
VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES.
OTHER TRADES.
INSTALLATION SPECIFIED.
28. WHERE PIPES, CONDUITS, OR LOW TENSION WIRING PENETRATE A F
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRADES UNDER THEIR JURSDICTION.
18. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE
ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED Y2" AND SHALL E
B. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY
INSTALLATION OF SPECIFIED FLOOR FINISH
SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHION PLATES 0
RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO
OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING
BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
19. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR ALL
EQUIPMENT, FIXTURE AND FURNITURE.
DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE
RECOMENDATIONS AND INSTRUCTIONS.
SUPPORTED ELEMENTS INCLUDING MILLWORK,
CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIIATE TRADES.
29. WHERE
PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPL
9. THERE WILL BE NO SUBSTITUTIONS OF MATERIAL WHERE A MANUFACTURER ISMAINTENANCE
THE MANUFACTURER'S DIRECTIONS
OF FIRE -RATING.
SPECIFIED. WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE TO BE USED.
20. PAINT TO BE APPLIED IN ACCORDANCE WITH
EOR TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE
PROPERLY PREPARED SURFACED. WALL TO BE STRAIGHT AND SMOOTH. PROVIDE
CONTRACTOR.
MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY
COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS.
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'ROJECT NO:
03-2013
DATE:
10-09-2013
DRAWN BY:
AL
CHECKED BY:
A.L
SHEET NO:
A.1
12
ALL DIMENSIONS Ib
FIELD VERIFY
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------------------
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PROPOSED ELEVATION
#3 0 16" O.C. IN BLOCK
JOINTS DRILL & EPDXY
2" INTO EXISTING,
4" INTO NEW GROUT
FILLED MASONRY.
�. OF EQ. RAIL (BY
q OF EQ. RAIL OR PROVIDE MASONRY
OTHER)FYISLUC_CF9j&0_R VA IN
(BY OTHER) n
.._- ----*T-- �----EXISTINC�CEI ILN@_�VATIQCLIPS) (TYP.) ------------�� ��
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SCALE: 1/4-=1'-0.
GENERAL NOTES:
1.0 DESIGN SPECIFICATIONS:
DESIGN CODE: The 2010 Florida Building Code.
WIND LOADING: ASCE 7/10
OCCUPANCY: Business Group B—Car Wash
BASIC WIND SPEED: 130 mph
WIND EXPOSURE: C (Gteater than 1500 ft from CCL or mean high tide)
2.0 MATERIAL SPECIFICATIONS:
CAST—IN—PLACE CONCRETE: shall have a compressive strength of 3000 psi at 28 days.
CONCRETE MASONRY UNITS: shall be concrete masonry unit in accordance with ASTM C 90 and shall have a minimum
net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270).
In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive
strength (f'm) of 1500 psi.
GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8"
placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in
accordance with ASTM C 1019.
REINFORCING STEEL: shall be ASTM A615, Grade 60
STRUCTURAL STEEL: shall be ASTM A36.
WELDED WIRE FABRIC (WWF): shall be ASTM A185.
ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307 or ASTM F 1554 Grade 36.
WASHERS: shall be in accordance with ASTM F 436 Grade 36.
NUTS: shall be in accordance with ASTM A 563 Grade A Hex.
ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY):
I Simpson Strong—tie Co., Product: Epoxy—Tie SET or Approved Equal
I Simpson Strong—tie Co., Product: Acrylic—Tie or Approved Equal
METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized, Z—MAX or SS.
3.0 CONSTRUCTION SPECIFICATIONS:
31 GYPSUM BOARD & PLASTER: Gypsum Board & Plaster shall be designed in accordance with FBC chapter 25.
2-#5 12"
IN NEW FTG.
DRILL & EPDXY 6"
21'-6Y9"± INTO EXISTING FTG.
-
SECTION A -SI
S_
1
SCALE: 1/4"=1'-0"
3.2 CONCRETE:
Concrete shall be designed in accordance with "Building Code Requirements for Strucural Concrete",
ACI 318-08, and shall be constructed in accordance with "Specification for Structural Concrete", ACI 301.
Masonry construction shall be designed in accordance with "Building Code Requirements for Masonry
Structures", ACI 530-08 and shall be constructed in accordance with "Specifications for Masonry Structures", ACI 530.1-08.
3.3 MASONRY: MASONRY shall be designed in accordance with FBC chapter 21.
3.4 STRUCTURAL STEEL:
Steel Construction shall be designed in accordance with AISC "Manual of Steel Construction" and shall be
constructed in accordance with AISC "Specification for Structural Steel Building", Code of Standard Practice for Steel
Building and Bridges", "Detailing for Steel Construction".
4. MEANS AND METHODS: The Structural Engineer sholl not have control or be responsible for construction
Means, Methods, Procedures, Techniques or Sequances; For the acts or omissions of the contractor or
any other persons performing the work or for the failure for any of them to construct the work in
SIMPSON HUC28
HANGER (OR SIMILAR)
FASTEN TO CMU
w/6-Y4X1- TITEN
TO JOIST w/4-10dX1Yz"
NAILS.
SECTION C -St S1s-t
SCALE: 1/4'=1'-D"
#50 12" O.C.
EA. WAY
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CELL
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SCALE: 1/4-=1'-0.
GENERAL NOTES:
1.0 DESIGN SPECIFICATIONS:
DESIGN CODE: The 2010 Florida Building Code.
WIND LOADING: ASCE 7/10
OCCUPANCY: Business Group B—Car Wash
BASIC WIND SPEED: 130 mph
WIND EXPOSURE: C (Gteater than 1500 ft from CCL or mean high tide)
2.0 MATERIAL SPECIFICATIONS:
CAST—IN—PLACE CONCRETE: shall have a compressive strength of 3000 psi at 28 days.
CONCRETE MASONRY UNITS: shall be concrete masonry unit in accordance with ASTM C 90 and shall have a minimum
net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270).
In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive
strength (f'm) of 1500 psi.
GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8"
placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in
accordance with ASTM C 1019.
REINFORCING STEEL: shall be ASTM A615, Grade 60
STRUCTURAL STEEL: shall be ASTM A36.
WELDED WIRE FABRIC (WWF): shall be ASTM A185.
ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307 or ASTM F 1554 Grade 36.
WASHERS: shall be in accordance with ASTM F 436 Grade 36.
NUTS: shall be in accordance with ASTM A 563 Grade A Hex.
ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY):
I Simpson Strong—tie Co., Product: Epoxy—Tie SET or Approved Equal
I Simpson Strong—tie Co., Product: Acrylic—Tie or Approved Equal
METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized, Z—MAX or SS.
3.0 CONSTRUCTION SPECIFICATIONS:
31 GYPSUM BOARD & PLASTER: Gypsum Board & Plaster shall be designed in accordance with FBC chapter 25.
2-#5 12"
IN NEW FTG.
DRILL & EPDXY 6"
21'-6Y9"± INTO EXISTING FTG.
-
SECTION A -SI
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SCALE: 1/4"=1'-0"
3.2 CONCRETE:
Concrete shall be designed in accordance with "Building Code Requirements for Strucural Concrete",
ACI 318-08, and shall be constructed in accordance with "Specification for Structural Concrete", ACI 301.
Masonry construction shall be designed in accordance with "Building Code Requirements for Masonry
Structures", ACI 530-08 and shall be constructed in accordance with "Specifications for Masonry Structures", ACI 530.1-08.
3.3 MASONRY: MASONRY shall be designed in accordance with FBC chapter 21.
3.4 STRUCTURAL STEEL:
Steel Construction shall be designed in accordance with AISC "Manual of Steel Construction" and shall be
constructed in accordance with AISC "Specification for Structural Steel Building", Code of Standard Practice for Steel
Building and Bridges", "Detailing for Steel Construction".
4. MEANS AND METHODS: The Structural Engineer sholl not have control or be responsible for construction
Means, Methods, Procedures, Techniques or Sequances; For the acts or omissions of the contractor or
any other persons performing the work or for the failure for any of them to construct the work in
SIMPSON HUC28
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DATE:
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DATE:
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MAP SHOWING SURVEY OF:
LOT 3, A PORTION OF LOTS 1 AND 2, BLOCK 44, TOGETHER WITH A PORTION OF LOTS 1, 2 AND 3,
BLOCK 45, AS SHOWN ON PLAT OF SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18,
PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
FOR A POINT OF BEGINNING COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT-OF-WAY
LINE OF MAYPORT ROAD (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED) AND THE NORTHERLY
RIGHT-OF-WAY LINE OF WEST 11th STREET (A 50 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); AND
RUN N 69033'52" ALONG SAID NORTHERLY RICHT-OF-WAY LINE OF WEST lith STREET, A DISTANCE
OF 154.85 FEET TO ITS INTERSECTION WITH THE WESTERLY LINE OF AFOREMENTIONED LOT 3, BLOCK
44; RUN THENCE N 20°28'58" E, ALONG SAID WESTERLY LINE AND ALONG THE WESTERLY LINE OF
SAID LOT 3, BLOCK 45, A DISTANCE OF 154.00 FEET, RUN THENCE S 69033'52" E, A DISTANCE OF
154.82 FEET TO A POINT LYING ON THE AFOREMENTIONED WESTERLY RIGHT-OF-WAY LINE OF MAYPORT
ROAD; RUN THENCE S 20°28'35" W ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF
154.00 FEET TO THE POINT OF BEGINNING.
(50.00')
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LEGEND:
+`A ••HCP' DENOTES HEIGHT CLEARANCE POST
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WASH BAY �+
w W C.P. DENOTES GUARD POST
V SANITARY SEWER MANHOLE
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h G p G.?! U�C� C.O. DENOTES CLEANOUT
G P o G. P�— — — — p o. C . DRTV jR{ o I O. U. L DENOTES OVERHEAD UTILITY LINES
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Gi W. Q G. P :"TOW . AWAr* SIGN.'
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�!h . C Q: WASH BAY VAEUfiAF : as :: NOTES:
1) THIS IS A BOUNDARY SURVEY.
O. o a 6 2) BEARINGS ARE BASED ON THE NORTH LINE OF
o M h _ :::::::::::::.::::: .: .: C.p — MULBE RY nt O W. 11th STREET AS BEING N 69.33'52" W.
a 4- — — — o bZlStl I 3) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE
Gco):P..
I. ' tl; "X" WHICH IS THE AREA OUTSIDE THE 0.2%
I @ ANNUAL CHANCE FLOOD PLAIN BY FLOOD MAPS
a 1 G:P.. iL
.. .. WASH BAY LOT: REVISED JUNE 3. 2013, COMMUNITY PANEL No.
B.LOCK 4 _ . — f20075 0408 H. MAP No. 12031C0408H.
CJ: :..:. , c .. .. .. _ G. PO 0C .. - :: :: ::: . LO 2 ; : ti ,�� 4) NO BUILDING RESTRICTION LINES BY PLAT.
c� h U �t: :: o— — — — o: �,
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-:0, G. P..:: :: Q BLOCK' !� 4 : :: ; : - :: �, I �' S) ALL BEARINGS AND DISTANCES SHOWN THUS --
-52,
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,. P :: Cr (N 69.48'00" W 172.00') ARE BY PLAT, THOSE
t8.0' 20 28 58" W 154.00'] ARE BY
OC.:P : :: .: ; BAY SHOWN THUS: [S ED
WASH1H
I SLCANUD ACCORDANCE
C O.
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-� DEED, ALL OTHERS SHOWN ARE FIELD ME
I 6 ALL MEASUREMENTS WERE MADE IN ACC
o. 7f.E WITH THE UNITED STATES STANDARD.
G:P..:
24.0' O 7) ONLY THOSE ABOVE GROUND INDICATORS OF
C� 3 . , . . ."' : G .P :: p UNDERGROUND UTILITIES WERE SHOWN OR LOCATED.
I
_ AWALL 22"PALM
G ODD TCaNCRET : ; WATER VALVE I HEREBY CERTIFY TO:
4"8c 6" TWIN '� G j`1' O COXCRETE : t SINELL BUILDERS, IW
�5�.� SPILLIFAY:: ::
TALLOW to 6 j V, SPIE iI'AY :: 10
a Q' O
I D CAR WASH CURB INLET THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL
t °' °j SIGN I
FOUND 1/2" IRON FOUND 1/2" IRON "TOW AW 1^' SIGN STANDARDS AS SET FORTH S. THE FLORIDA BOARD
PIPE L B. #f704 I PIPE L B. #1704 �� � •, gip• OF SURVEYORS AND d l.�lP$ERS, ,PURSUANT TO SECTION
'Ory [N 69.33.52" W 154.85'] o DOWN GUY 0.6-'0.5 CONCRETE CURB 472.027 FLORID,4 $'TA ES • AND CHAPTER 5J-17
TO LINE �' •FLORIDA ADMLi+71S9"I�.4Ttp,E CObE.
D. 9 ` N 69 33 52" W 154.83AP RAMP
(50.00') 50.00' 50 00 —
N 69'33'52" W 99.8'8' 0:2' . ' . 'ter _ T . _ _ �.-- — 69'48'00" WT �::..POWER O ER ...�:1j
BLOCK CORN -'
IZEMORE AND
ASSOCIATES INC.
SURVEYING & MAPPING
,e� 6882 DUPONT STATION CT. E UNIT /.2
JACMoXVjl", FLORIDA 322t7
(904) 737'-6767
[N 69'33'52" W 100.00'J ONCRETE BY PLAT
O POINT OF F Ru>>4 7T SUR • R NO. 5563
"NO PARKING" SIGN--� SIDEWALK �Z o. famPO
BEGINNING TO Eft 1 2013
SET 1/2" REBAR.,:..M+ DATE
1. L B. X5878 r SCALE • F'P
OI UNLESS IT BEARS THE SiGNgTU$E AND THE ORIGINAL
W. 11th STREET o` FI
opy RAISED SEAL A FLORIDA- LICENSED SURVEYOR AND
' S0' PUBLIC RIGHT-OF-WAY \ I LE C � MAPPER THIS MAP IS NOT VALID. ADDITIONS OR DELETIONS
PATY IS
PROHIBITEDAWITHOUT WRITTEN CONSENTGOFTO THIS BY OTHER THAN THE SII NG THE SIGNING
D-89