2060 Beach Ave - Plans Plans & Elevations GENERAL NOTES.
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES AND REQUIREMENTS. BEAM AS PER PLAN
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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 (2) 'O THRU BOLTS W1
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE WASHERS AND
PERFORMANCE OF THE WORK. NUTS, GALVANIZE
TYPICAL Lo 2003
Ann Myler,Archffect
2003 Woodmere Circle
3. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND THE FILING OF ALL THE WORK WITH EDGE OF EXISTING DECK Jacksonville,FL 32210
GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL OBTAIN ALL PERMITS AND - - --- - - - Ft Ft Ft
APPROVALS PRIOR TO THE COMMENCEMENT OF WORK. F1:16"x16"X12"DEEP FOOTING ®, � , (Qo415s3ag26
WITH(21#4 EACH WAY,BOTTOM OF TYP
FOOTING landrric�bellsoulf�:net
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F2: 2'X Z X 12"DEEP FOOTING WITH t ka,t,. .rr=3t f TtE AR 0017019
4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE (2)#4 EACH WAY,BOTTOM OF
FOOTING -
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, POST AS PER PLAN F2 F2 F1 Ft Pt
OMISSION OR CONFLICT IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK. ALL CONFLICTS x ® A,
SHALL BE RESOLVED PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK,
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6. CONTRACTOR SHALL FULLY INVESTIGATE THE JOB SITE TO COMPARE THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS F2 Ft _ " ` ��`4' '" ``I'"
RELATING TO CONSTRUCTION OF NEW WORK AND LABOR. THE CONTRACTOR SHALL INCLUDE COST FOR ALL WORK DESCRIBED EXTERIOR FACE OF WALL
IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS. THE SUBMISSION OF A PROPOSAL SHALL AT NEW STAIR LANDING
BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR �," PROJECT LOCATION
MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH WOULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION
BEEN MADE WILL NOT BE ACCEPTED. x F2 bxb F2 - T-3t'
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7. THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER ALL SAFETY PRECAUTIONS AND E EXISTING TOWNHOUSE2D66CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 4+-71- 9's" 41
ZONING DESIGNATION ARG-M FCR
REQUIRED BY THE CONTRACT DOCUMENTS. -- AAs
UP
TING
8. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE EXISTING CONDITIONS TO IDENTIFY THE IMPACT ON ANY EXISTING NEW DECK
DECK DECK
FUNCTION AND SHALL COORDINATE HIS WORK SCHEDULES PRIOR TO COMMENCEMENT OF NEW WORK WITH OWNER. POSTF®P
/BEAM DETAIL FOUNDATION PLAN
9. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, ALL NEW WORK IN IN CONTRACT. CONTRACTORS SHALL FURNISH ALL /� ADJACENT ATTACHED TOWNHOUSE
LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE PROJECT OUTLINED 1N THIS SET OF PLANS. T I, 11 _ 1-011
SCALE. 3 1 -0 SCALE. 1 /411 - 1KEY PLAN/AREA OF WORK
10, SUBSTITUTION OF MATERIALS AND/OR CONSTRUCTION ITEMS SPECIFIED WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN (FROM PROPERTY APPRAISER DATABASE)
APPROVAL OF THE ARCHITECT. NORTH
{2) �0 THRU BOLTS W/WASHERS SEAL
11. OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY MATERIALS, CONTRACTS, OR THE 6X6 TREATED POST &NUTS TO POST,TYP.
EXECUTION OF ANY WORK IN EXCESS OF ORIGINAL CONTRACT. (OR 4X4 AS PER PLAN 2 X 8 2X8 NORTH
W/EPB44 POST BASE)
12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. 4x4P®STS TY,
�LOWER DECK
MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
RECOMMENDATIONS AND INSTRUCTIONS. POST BASE.
EPB66 W/8"PIPE EMBED -
13. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR AFTER 5NEW E K
APPROVAL OF FINAL PAYMENT. 0 �
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STING DECK ® �, -_ CODES IN EFFECT W
14. ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY THIS WORK. ANY ASSOCIATED DAMAGE TO THE ® _ 2010 FLORIDA BUILDING CODE,
-- __- _ l
EXISTING BUILDING IS THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. BUILDING
x 2X6S 16'O. _-
GRADE Q
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15. THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM HAZARDS AT ALL TIMES. ALL EXISTING EGRESS 2010 FLORIDA BUILDING CODE, w o,
AND RIS BROOM CLEAN THE ENTIRE _ _ _ - TINT DUPLEX
REQUIREMENTS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL REMOVE ALL TRASHDEB 00 CL _ - __ _.__._ _ _ _ _ �_ T_=- �___� _ _
,__- - _ _ _ _.. �®ND®MINIUfv1 .. _ _ 2X6S0J6"9�:- _. � _- _, .._ _ - ____ _- RESIDENT1At. O
PROJECT AREA, AND LEAVE THE SITE IN A CLEAN CONDITION DAILY.
_ _:_ _ - -. _ _ - 2X12 _ / � Z .J
(2) 112"0GALV,THRU BOLTS DESIGN CRITERIA "" < > LL
W/WASHERS&Nuts.SEE D3
16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. ® FLOOR LIVE LOAD 40 PSF
FOOTING Q Q
17. CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS OF THE 12" DEEP NEWT® LAND�IG -WOODPOSTSBASIC WIND SPEED 130 MPH Q 0
PROJECT FIT TOGETHER PROPERLY. <I --4X4 WOOD RAIL P®s1s -
2X6S�24"o.C. IMPORTANCE FACTOR 1 � <( w M
MINIMUM 160 0 x WS26 HA OERS TYP HU 12S PED HAN ER,T P.--- `NEW M ®LE EXPOSURE C W °O
® sic EA HST INGE A O cc U
18. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT OR ENGINEER AS NOTED IN TITLE BLOCK. NO PART OF THESE ,� a 12sT ING S UP INTERNAL PRESSURE COEFF. 0.18 --
DOCUMENTS SHALL BE USED FOR ANY PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF P 2X6s�'6°°'c' uj Z
ARCHITECT AND/OR ENGINEER. 11 DS ���,1®T F1 11 x W N
_ • � o TR ADS OM ISEDOF( 2X6 �
2X8
_ X Q
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CONTRACTOR SHALL PROVIDE A CLEAN DUST FREE SPACE. REMOVE LABELS STAINS
19. UPON COMPLETION OF WORK, 3" COVER • -2X6W�oD�KIwO _ ,� W
GREASE, ETC. FROM ALL SITE EXPOSED EXTERIOR SURFACES, PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, TYPICAL L6X6POSTS TYP@UPPER DECK-�
CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE WHO WILL COMPILE A "PUNCH LIST" OF ITEMS TO BE CORRECTED PRIOR ;
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TO FINAL PAYMENT. Q W
20. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL A 3:Z
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. POST/ FOOTING DETAIL FRAMING PLAN
21. ALL BOLTS IN WOOD MEMBERS SHLL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF AL5
G) NORTH
BOLTS AND LAG SCRES BEARING ON WOOD. SCALE. 3 -O SCALE: 1 /A!' = V-O"
i
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
DRAWING TITLE:
AND CONCRETE OR MASONRY.
INTERIOR OF RESIDENCE y. PLANS,
23. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMLM STANDARDS OF THE (2) 2 X 12
_FLORIDA BUILDING CODE, MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TA3LE 2304.9.1 OF THE FBC. EXTERIOR FACE OFWALL ELEVATION,
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24. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH FBC SECTIONS 1905, 1906 FINISH FLOOR � � DETAILS & NOTES
AND ACI 301 INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF FC'=2,500 PSI AND MIX SHALL 00 SO
CONTAIN NOT LESS THAN 5 4 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5"
SCALE:
OR LESS. '90� COVERED EXTERIOR
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25. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60,FY=60,000 PSI. NO BARS
ISSUE
PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY EXTERIORFACEOFWALL 3'_T= NO. � - DATE:
BEYOND I In
STRUCTURAL ENGINEER. �'O THRU BOLT, TYPICAL
t PERMIT 6-11-15
26. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS &OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSEDD TO EARTH-311 EXISTING DECK
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)„2" (#5 BARS OR SMALLER..1 1 /2" No
X
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS,. 1
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CHECKED MAM
ED WITH THE UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER L `�
27. THE DRAWINGS AND GENERAL NOTES ARE ISSUED I I DRAWN MAM
TO SEE THAT THE WORK IS CARRIED OUT IN ACCORDANCE WITH THESE OCUMENTS AND THAT ANY DISCREPANCIES ARE $,' JUN 15 fI
BROUGHT TO THE ATTENTION OF THE ARCHITECT. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGES OF - i� DATE ISSUED 011-20 0
CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL.
PROJECT No. 2015-2060 �
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DRAWING NO.
28. STAIRWAY HANDRAILS AND GUARDRAILS SHALL BE IN ACCORDANCE WITH 2010 FBC SECTIONS 1009, 1012, AND 1013.
ELEUPPER DECK B RACE REVIEWED FOR CODE COMPLIANCE
29. ALL LUMBER TO BE SYP NO.2 OR S-P-F #2 OR BETTER, TREATED. CITY OF ATLANTIC BEACH6 FILE
,,_ t i� � I!� � r t� REQUIREIVIEPI SSEE PERMITS A IDCODNDIOTNt®NS Y
30. ALL HARDWARE TO BE GALVANIZED. SCALE, 3/4 - -O SCALE. 1 /4 - 1 -O
31. CONNECTING HARDWARE NOED HERE IS SIMPSON STRONG TIE. REVIEWED BY:-;����GATE:,,, ,,,-"/ S�