2060 Beach Ave PlansGENERAL NOTES:
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES AND REQUIREMENTS,
2. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL AUTHORITIES DURING
THE COURSE OF THE WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE
PERFORMANCE OF THE WORK.
3. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND THE FILING OF ALL THE WORK WITH
GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
APPROVALS PRIOR TO THE COMMENCEMENT OF WORK,
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE
TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS,
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE
CONSTRUCTION PLANS AND EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT OF ANY ERROR,
OMISSION OR CONFLICT IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK, ALL CONFLICTS
SHALL BE RESOLVED PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK,
6. CONTRACTOR SHALL FULLY INVESTIGATE THE JOB SITE TO COMPARE THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS
RELATING TO CONSTRUCTION OF NEW WORK AND LABOR. THE CONTRACTOR SHALL INCLUDE COST FOR ALL WORK DESCRIBED
IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS. THE SUBMISSION OF A PROPOSAL SHALL
BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR
MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH WOULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION
BEEN MADE WILL NOT BE ACCEPTED.
7. THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER ALL SAFETY PRECAUTIONS AND
CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK
REQUIRED BY THE CONTRACT DOCUMENTS.
8. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE EXISTING CONDITIONS TO IDENTIFY THE IMPACT ON ANY EXISTING
FUNCTION AND SHALL COORDINATE HIS WORK SCHEDULES PRIOR TO COMMENCEMENT OF NEW WORK WITH OWNER.
9. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, ALL NEW WORK IN IN CONTRACT. CONTRACTORS SHALL FURNISH ALL
LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE PROJECT OUTLINED IN THIS SET OF PLANS.
10. SUBSTITUTION OF MATERIALS AND/OR CONSTRUCTION ITEMS SPECIFIED WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN
APPROVAL OF THE ARCHITECT.
11, OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY MATERIALS, CONTRACTS, OR THE
EXECUTION OF ANY WORK IN EXCESS OF ORIGINAL CONTRACT.
12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED,
MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
RECOMMENDATIONS AND INSTRUCTIONS.
13. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR AFTER
APPROVAL OF FINAL PAYMENT.
14. ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY THIS WORK. ANY ASSOCIATED DAMAGE TO THE
EXISTING BUILDING IS THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.
15. THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM HAZARDS AT ALL TIMES. ALL EXISTING EGRESS
REQUIREMENTS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS, BROOM CLEAN THE ENTIRE
PROJECT AREA, AND LEAVE THE SITE IN A CLEAN CONDITION DAILY. _
16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN.
17. CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS OF THE
PROJECT FIT TOGETHER PROPERLY.
18. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT OR ENGINEER AS NOTED IN TITLE BLOCK. NO PART OF THESE
DOCUMENTS SHALL BE USED FOR ANY PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF
ARCHITECT AND/OR ENGINEER.
19. UPON COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE A CLEAN, DUST FREE SPACE, REMOVE LABELS, STAINS,
GREASE, ETC. FROM ALL SITE EXPOSED EXTERIOR SURFACES. PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY,
CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE WHO WILL COMPILE A "PUNCH LIST' OF ITEMS TO BE CORRECTED PRIOR
TO FINAL PAYMENT.
20. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
21. ALL BOLTS IN WOOD MEMBERS SHILL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL
BOLTS AND LAG SCRES BEARING ON WOOD.
22, ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SALL BE PRESSURE TREATED WITH AN APPROVED
PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD
AND CONCRETE OR MASONRY.
23. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE
FLORIDA BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE FBC.
24. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH FBC SECTIONS 1905, 1906
AND ACI 301 INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 26 DAY STRENGTH OF fC'=2,500 PSI AND MIX SHALL
CONTAIN NOT LESS THAN 5 } SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5"
OR LESS.
25. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1). GRADE 60, FY=60,000 PSI. NO BARS
PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY
STRUCTURAL ENGINEER.
26. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS & OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSEDD TO EARTH.:3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER),.2" (#5 BARS OR SMALLER..1 1 /2"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS.. 1 �'
27. THE DRAWINGS AND GENERAL NOTES ARE ISSUED WITH THE UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER
TO SEE THAT THE WORK IS CARRIED OUT IN ACCORDANCE WITH THESE OCUMENTS AND THAT ANY CISCREPANCIES ARE
BROUGHT TO THE ATTENTION OF THE ARCHITECT. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGES OF
CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL,
28. STAIRWAY, HANDRAILS AND GUARDRAILS SHALL BE IN ACCORDANCE WITH 2010 FBC SECTIONS 1009, 1012, AND 1013.
29. ALL LUMBER TO BE SYP NO.2 OR S -P -F #2 OR BETTER, TREATED.
30. ALL HARDWARE TO BE GALVANIZED.
31. CONNECTING HARDWARE NOED HERE IS SIMPSON STRONG TIE.
BEAM AS PER PLAN
(2) �" 0 THRU B(
WASHERS A
NUTS, GALV
TYPICAL
POST AS PER PLAN
@POST/BEAM DETAIL
SCALE: 3" = 1'-0"
6X6 TREATED POST -
(OR 04 AS PER PLAN
W/EPB44 POST BASE)
POST BASE:
EPB66 W/8" PIPE EMBED
5 �'
GRADE
FOOTING Q Q
4
12" DEEP d Q
MINIMUM d 4
4
3" COVER
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
I 1 NORTH
TYPICAL Q
Q
Q
@�POSSTI /FOOTING DETAIL 2 FRAMING PLAN NORTH
SCALE: 3" = 1'-0"SCALE: 1 /4" = 1'-0"
?U BOLT, TYPICAL
tLt:VA 1UN @ UPPER DECK BRACE
6 SCALE: 3/4" = 1'-0"
PROJECT LOCATION
60'
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( ZONING DESIGNATION ARG -M FOR
BAS
ores oec. FOP
KEY PLAN/AREA OF WORK
(FROM PROPERTY APPRAISER DATABASE)
ELEVATION
SCALE: 1/4" = 1'-0"
9
CODES IN EFFECT
2010 FLORIDA BUILDING CODE,
BUILDING
2010 FLORIDA BUILDING CODE,
RESIDENTIAL
DESIGN CRITERIA
FLOOR LIVE LOAD 40 PSF
BASIC WIND SPEEP 130 MPH
IMPORTANCE FACTOR I
EXPOSURE C
INTERNAL PRESSURE COEFF. 0.18
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Mary Ann Myler, ArchRect
2003 Wood -re Circle
Jack -elle, FL 32210
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AR 0017019
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DRAWING TM -E:
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PROJECT No. 2015-2060
DRAWING N0.
A-1
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PROJECT LOCATION
60'
II�;v37�,1 �x,Merowxxo,xrA�o
( ZONING DESIGNATION ARG -M FOR
BAS
ores oec. FOP
KEY PLAN/AREA OF WORK
(FROM PROPERTY APPRAISER DATABASE)
ELEVATION
SCALE: 1/4" = 1'-0"
9
CODES IN EFFECT
2010 FLORIDA BUILDING CODE,
BUILDING
2010 FLORIDA BUILDING CODE,
RESIDENTIAL
DESIGN CRITERIA
FLOOR LIVE LOAD 40 PSF
BASIC WIND SPEEP 130 MPH
IMPORTANCE FACTOR I
EXPOSURE C
INTERNAL PRESSURE COEFF. 0.18
J✓F��
5-i
Mary Ann Myler, ArchRect
2003 Wood -re Circle
Jack -elle, FL 32210
19041553-7526
I-drn.4b0soufh.nef
AR 0017019
I SEAL
9 SEAL 1
Nz
W
0
06
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w
x
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DRAWING TM -E:
VATION,
AILS & Il,
PROJECT No. 2015-2060
DRAWING N0.
A-1