2060 BEACH AVE - STAIR AND DECK DWGS GENERAL NOTES:
N DE ANDREQUIREMENTS. BEAM AS PER PLA
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES ' _ Yxt
A FI FI Fl
2. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL UTHORITIES DURING2 O THRU LTS W/ ('01s --s-7gl
THE COURSE OF THE WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE. THE zi
WASHERS ND k
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE �-` Y
NUTS GALVANIZED,
: rte Mary Ann Myler,Architect
PERFORMANCE OF THE W ����� 3 W m
TYPICAL y r 200 Woodmere Circle
3. ALL FEES,TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND THE FILING OF ALL THE WORK WITH Y .Jacksonville,FL 32210
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EDGE OF EXISTING DECK `° 1�� � 1
GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL OBTAIN ALL PERMITS AND - Ft Fi F1 }
F1:Tb"X Tb"X T2"DEEPFOOTMIG DI
(�04�553-2526 _
APPROVALS PRIOR TO THE COMMENCEMENT OF WORK.
WITH(2)#4 EACH WAY.BOTTOM OF CO) Typ
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F2: 2'X 2'X 17 DEEP FOOTING WITH r tSub R x _ �� 9
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 � y
LAWS. FOOTING
TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT p� xa _
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE , z �
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CONSTRUCTION PLANS AND EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT O ANY ERROR, POST AS PER PLAN ,j
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OMISSION OR CONFLICT IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK. ALL CONFLICTS } x
SHALL BE RESOLVED PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK. _
SEAL
6. CONTRACTOR SHALL FULLY INVESTIGATE THE JOB SITE TO COMPARE THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS �' �� F1 � � �� �. __ 7.7- �� Mail
RELATING TO CONSTRUCTION OF NEW WORK AND LABOR. THE CONTRACTOR SHALL INCLUDE COST FOR ALL WORK DESCRIBED EXTERIOR FACE OF WALL ® A;
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 6X6 F2 4x4 F2 Ft
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7. THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER ALL SAFETY PRECAUTIONS AND OWING TOWNHOUSE 2W
CONSTRUCTION MEANS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK 4'� " q�.�� 3{,10 ��
ZONING DESIGNATION ARG-M FGR
REQUIRED BY THE CONTRACT DOCUMENTS. UP - SAS
NEW EXISTING
8. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE EXISTING CONDITIONS TO IDENTIFY THE IMPACT ON ANY EXISTING DECK DECK FOP
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 /� EAM L NDA N- PLAN ' ADJACENT ATTACHED TOWNHOUSE
LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE PROJECT OUTLINED IN THIS SET OF PLANS. SCALE: 3t1 = 1 1.011 SCALE: 1 /4" = 11.0t1 KEY 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
�I �'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 PLA 2xs 2XB NORTH
W/EPB44 POST BASE s 4 x 4 Pons EYP
12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. a LOWER DECK
MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN POST BASE:
RECOMMENDATIONS AND INSTRUCTIONS. EPBbb W/8" PIPE EMBED
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13. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR AFTER 5 " NEw K yL
APPROVAL OF FINAL PAYMENT. Co
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EXISTING DECK ® N
,- - - -ff - 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,
EXISTING BUILDING IS THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. BUILDING
GRADE 2X6S T b"O.C. 0 Q
15. THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM HAZARDS AT ALL TIMES. ALL EXISTING EGRESS - _- 2010 FLORIDA BUILDING CODE, w
REQUIREMENTS ARE TO BE MAINTAINED. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS, BROOM CLEAN THE ENTIRE EXISTING DUPLEX
AREA, AND LEAVE THE SITE IN A CLEAN CONDITION DAILY.
CONDOMINIUM 2xbst i`"o.c. (2) _ - --- _RES#DEI�FFtAt:
PROJECTA _ _ _ _ --_- -_ 2x T2 � Z �
(2) 1/2"0 GALV.THRU BOLTS
W/WASHERS&NUTS.SEE D3 _ DESIGN CRITERIA Q >
16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. P �' FLOOR LIVE LOAD 40 PSF Q = N
FOOTING Q NE1Nfi0 LAND#1G WOOD OSIS � � BASIC WIND SPEEP 130 MPH � = U CV
17. CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS OF THE i 2" DEEP Q "®C 4X4 WOOD RAS Posrs- IMPORTANCE FACTOR i U w M
PROJECT FIT TOGETHER PROPERLY. _
Q
MINIMUM LUS26HA GERSTYP A +�? HA rX P. N ,M DIS EXPOSURE C Lu o0
N O
1$. THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT OR ENGINEER AS NOTED IN TITLE BLOCK. NO PART OF THESE a X T2 ST UP GEtM INTERNAL PRESSURE COEFF. 0.i 8
O U
LL BE USED FOR ANY PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF ^ 2X ®' 6"o.C. N �O Z
DOCUMENTS SHA < fi rs 0 ,IGT*OW RISED O x W N
ARCHITECT AND/OR ENGINEER.
• Q ax ~ ~
19. UPON COMPLETION OF WORK, CONTRACTOR SHALL PROVIDE A CLEAN, DUST FREE SPACE. REMOVE LABELS, STAINS, 2X6WOODDECK�IG (,j„�
GREASE, ETC. FROM ALL SITE EXPOSED EXTERIOR SURFACES. PRIOR TO FINAL COMPLETION OR OWNER OCCUPANCY, 3 COVER -6X6POSfiSTYP0UPPER DECK
NTRA T R HALL NOTIFY OWNER'S REPRESENTATIVE WHO WILL COMPILE A "PUNCH LIST'OF ITEMS TO BE CORRECTED PRIOR TYPICAL 4
CO C O S
TO FINAL PAYMENT, Q W
VI TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL Z
20. CONTRACTOR SHALL PROVIDE EMPO
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. FRAMIN PLAN
21. ALL BOLTS IN WOOD MEMBERS SHLL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL NORTH
5 N DETAIL 2
BOLTS AND LAG SCRES BEARING ON WOOD. SCALE. 3" = 11-0" SCALE: 1 /4 If = 11.01'
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.
23. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERIOR OF RESIDENCE
PLANS,
N OTHERWISE NOTED SHALL CONFORM TO TABLE 2304.9.1 OF THE FBC. (2) 2 X 12 ;, ELEVATION,
FLORIDA BUILDING CODE. MINIMUM NAILING, UNLESS O S EXTERK?RFACEOFwAII
0 0
24. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH FBC SECTIONS 1905, 1906 FINISH FLOOR
• DETAILS & NOTES
TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fC'=2,500 PSI AND MIX SHALL O sr
AND ACI 301 INCLUDINGS
NTAIN N T LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" ��
OR LESS. '90� COVERED EXTERIOR
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 EYOrNODRFACE WALL 3+"7 NO. DATE`
STRUCTURAL ENGINEER. J'O
t PERMIT �-� -t5
THRU BOLT, TYPICAL �°
26. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS & OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSEDD TO EARTH..3" EXISTING DECK
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER).21 (#5 BARS OR SMALLER..1 1 /2"
x
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS.. 1 No -* _
CHECKED MAM
27. THE DRAWINGS AND GENERAL NOTES ARE ISSUED WITH THE UNDERSTANDING THAT IT IS THE RESPONSIBILITY OF THE OWNER �I
T SEE THAT THE WORK IS CARRIED OUT IN ACCORDANCE WITH THESE OCUMENTS AND THAT ANY DISCREPANCIES ARE JUN 15
MAM
O
BROUGHT TO THE ATTENTION OF THE ARCHITECT. IT IS ALSO ASSUMED THAT THE FIELD REVIEW DURING THE CRITICAL STAGES OF DATE IssuEo b/11/2015
CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL.
�y__ _ PROJECT N0. 2015-2060
28. STAIRWAY, HANDRAILS AND GUARDRAILS SHALL BE IN ACCORDANCE WITH 2010 FBC SECTIONS 1009, 1012, AND 1013. DRAWING N0.
UPPER DECK
BEVATI NREVIEWED FOR CODE COMPLIANCE
29. ALL LUMBER TO BE SYP NO.2 OR S-P-F #2 OR BETTER, TREATED. CITY OF ATLANTIC BEACH
6 1 SEE PERMITS FOR ADDITIONAL
V-011
111 REQUIREMENTS AND CONDITIONS 30. ALL HARDWARE TO BE GALVANIZED. SCALE 3/4!' = SCALE: 1 /4!' = _
FILE COPY
REVIEWED BY: � � DATE• 'r
31. CONNECTING HARDWARE NOED HERE IS SIMPSON STRONG TIE.
��
GENERAL NOTES: BEAM AS PER PLAN
1.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,AND LOCAL BUILDIN 3 CODES AND REQUIREMENTS,
FI F1 FI
2.CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY I HE LOCAL AUTHORITIES DURING {21 j'0 THRU BOLTS WJ -
THE COURSE OF THE WORK.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY VARIA CE W RH CODES IN FORCE.THE ---s'-s s-T -
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE WASHERS AND
PERFORMANCE OF THE WORK. NUTS,GALVANIZED,
TYPICAL ! ~
I` h .. ': M�Arm Myler,ArehRed
3.ALL FEES,TAXES,PERMITS,APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND THE FILi G OF ALL THE WORK WITH s woos ere arcre
GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR HALL OBTAIN ALL PERMITS AND I t _-.._ EDOEor unwcorc[ 77
Jacksonville,FL J2210
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APPROVALS PRIOR TO THE COMMENCEMENT OF WORK. footw urACNwbr wno,AUr G 19og5537526
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4.ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE I P)r/EACH WAY.ranOMOF AR 0017019
TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGh
ULATIONS AND/OR GOVERNME T LAWS, r
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY ONFLICTS BETWEEN THE nnw�t
CONSTRUCTION PLANS AND EXISTING CONDITIONS.THE CONTRACTOR SHALL ALSO NOTIFY T E ARCHITECT OF ANY ERROR, POST AS PER PLAN F2 F1 fl FI
ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK.ALL CONFLICTS b7r'dE y
OMISSION OR CONFLICT IN THE DRAWINGS ANDA
SHALL BE RESOLVED PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK. _
6.CONTRACTOR SHALL FULLY INVESTIGATE THE JOB SfTE TO COMPARE THE CONTRACT DOC ENTS AND EXISTING CONDITIONS H F2 Fk^ _ W SEAL
RELATING TO CONSTRUCTION OF NEW WORK AND LABOR.THE CONTRACTOR SHALL INCLUD COST FOR ALL WORK DESCRIBED
IN THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS.THE S MISSION OF A PROPOSAL SHALL DNmovrbcEor wA E G
Ar W VAe[AN WAL
BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAI S FOR LABOR,EQUIPMENT OR / PROJECT LOCATION
MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED,WHICH WOULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION 4
BEEN MADE WILL NOT BE ACCEPTED. f2 dxe N 14 F2
7.THE CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER ALL$ ETY PRECAUTIONS AND �I
CONSTRUCTION MEANS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR COORDINAT NG ALL PORTIONS OF THE WORK --JJJJ }r DESIGNATION
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{'•7� 7$ 7-I� ZONING DESIGNAl10N ARG-M FOR
REQUIRED BY THE CONTRACT DOCUMENTS. =�
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NEW8.THE CONTRACTORS SHALL THOROUGHLY REVIEW THE EXISTING CONDITIONS TO IDENTIFY T E IMPACT ON ANY EXISTING DK Wcb
FUNCTION AND SHAH COORDINATE HIS WORK SCHEDULES PRIOR i0 COMMENCEMENT OF WORK WITH OWNER. POST/BEAM DETAIL (D FOUNDATION PLAN �[ DEC[
FOP
9.UNLESS SPECIFICALLY NOTED TO THE CONTRARY,ALL NEW WORK IN IN CONTRACT.CONTRACTORS SHALL FURNISH ALL An,AcrNrAndcxED rowroxwsE
LABOR,MATERIALS,EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE PROJECT OUTLI ED IN THIS SET OF PLANS. SCALE:3/E_ r-O" SCALE: 1/4"= 1'-0" KEY PLAN/AREA OF WORK
10.SUBSTITUTION OF MATERIALS AND/OR CONSTRUCTION ITEMS SPECIFIED WILL NOT BE ALLOI VED WITHOUT PRIOR WRITTEN (FROM PROPERTY APPRAISER DATABASE)
APPROVAL OF THE ARCHITECT. (L_ NORTH
u Ia erHueanw�wAsrNcs SEAL
11,OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY ATERIALS,CONTRACTS,OR THE 6X6 TREATED POST >+Nas'o.os..nP.
EXECUTION OF ANY WORK IN EXCESS OF ORIGINAL CONTRACT. (OR 4X4 AS PER PLAN axe axa
NORTH
12.ALL MATERIALS TO BE NEW,UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT,UNLESS OTHERWISE NOTED. W/EP644 POST BASE)
1 x 1 FoSn hP
MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANC E WITH MANUFACTURER'S WRITTEN � [
POST BASE: _
RECOMMENDATIONS AND INSTRUCTIONS. EPB66 W/8"PIPE EMBED N
13.ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD NOT LESS THAN I YEAR AFTER
5 NEW DEC[ M1
APPROVAL OF FINAL PAYMENT. 0. c U
CODES IN EFFECT I.LJ
14.ALL ADJACENT WORK SHALL BE PROTECTED FROM DAMAGE CAUSED BY THIS WORK.ANN ASSOCIATED DAMAGE TO THE rtP _ __,,_ 2010 FLORIDA BUILDING CODE, !
EXISTING BUILDING IS THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR, 26
BUILDING ¢ I
GRADE N_ 2xbf4wo.f. [/
15.THE CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM HAZARDS AT AL TIMES. ALL EXISTING EGRESS M N� 2010 FLORIDA BUILDING CODE, MV Q
REQUIREMENTS ARE TO BE MAINTAINED.THE CONTRACTOR SHALL REMOVE ALL TRASH ANDD KRIS,BROOM CLEAN THE ENTIRE Ex^r,•/•weux h w-
PROJECT AREA,AND LEAVE THE SITE IN A CLEAN CONDITION DAILY. CN uJ4.Id A „„ 'o r. '�'?d RESIDENTIAL z
Q -.;. w u-
m W1 WAM v.0015 SO DESIGN CRITERIA Q
16.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.DO NOT SCALE DRAW14 ;DIMENSIONS GOVERN. w,wAawr°0015 SO S
FOOTING Q Q j woaorosn B FLOOR LIVE LOAD 400 =U N
17.CONTRACTOR SHALL DO ALL CUTTING,FRYING,AND PATCHING WORK THAT MAY BE REQ IRED TO MAKE ALL PARTS OF THE 17'DEEP Q ""YNN1A"DNo . UAWOODxA[PM B BASIC WIND SPEEP 130 MPH c�
PROJECT FIT TOGETHER PROPERLY. MINIMUM d Q • i 2xb{.iroc. IMPORTANCE FACTOR I Q Co M
Q runeEa�IcrxrFn.. u r u.r. „�, ,E EXPOSUREC O w U
18.THESE DOCUMENTS ARE THE PROPERTY OF ARCHITECT OR ENGINEER AS NOTED IN TfTLE BL CK.NO PART OF THESE rA s+ u eN 4P INTERNAL PRESSURE COEFF.0.18 m
DOCUMENTS SHALL BE USED FOR ANY PROJECT EXCEPT FOR THIS PROJECT WITHOUT THE PRIO WRITTEN CONSENT OF Q . ui Z
ARCHITECT AND/OR ENGINEER. a .r.rol AEs n W
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19.UPON COMPLETION OF WORK,CONTRACTOR SHALL PROVIDE A CLEAN,DUST FREE SPAC,REMOVE LABELS,STAINS, 3"COVER • • 4'2x`waaoorcwcc
GREASE,ETC.FROM ALL SITE EXPOSED EXTERIOR SURFACES. PRIOR TO FINAL COMPLETION O OWNER OCCUPANCY, TYPICAL Q 6x61 nllf RPd UFPFR IXC[ `
CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE WHO WILL COMPILE A"PUNCH LIST' ITEMS TO BE CORRECTED PRIOR Q f
TO FINAL PAYMENT. d
(1J I
20.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTUR hL COMPONENTS UNTIL ALL FINAL Z
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. P Q ST/FOOTING DETAIL FRAMING PLAN �`�' '�'"�
21.ALL BOLTS IN WOOD MEMBERS SHLL CONFORM TO ASTM A307.PROVIDE WASHERS LINDE THE HEADS AND NUTS OF ALL 5 2 NORTH j
BOLTS AND LAG SCRES BEARING ON WOOD. SCALE:311= 1-OE SCALE:1/4"_ �-��� ■
22.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SALL BE PRESSURE TREATD WITH'AN APPROVED
PRESERVATIVE OR(2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD
DMNIND 11TLEr
AND CONCRETE OR MASONRY, I
---- PLANS,
23.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERW6E SHALL BE CONSTRUCTED TO THE M NIMUM STANDARDS OF THE o , Nrt+.axavEsx ENa
FLORIDA BUILDING CODE.MINIMUM NAILING,UNLESS OTHERWISE NOTED,SHALL CONFORMICI TABLE 2304.9.1 OF THE FBC. {2J 2 X 12 ELEVATION,
QIEeOR fACr Or wAU
24.CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANC E WITH FBC SECTIONS 1905,1906FgN'KOO[ DETAILS&NOTES
AND ACI 301 INCLUDING TESTING PROCEDURES.CONCRETE SHALL ATTAIN A 28 DAY STRENGT OF fC'=2,500 PSI AND MIX SHALL SO v+
CONTAIN NOT LESS THAN 51 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIO ED TO PRODUCE A SLUMP OF 5" �B
SCALE:
OR LESS. •9Cc� covurosxeAxx
25.REINFORCING STEEL SHALL CONFORM TO ASTM A6)5(INCLUDING SUPPLEMENT SI).GRA ISSUE E 60.FY=60,000 PSI.NO BARS WB"FA M WALL- _
PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY S DETAILED OR APPROVED BY °E1ONO c s-7 �+ tea
.
STRUCTURAL ENGINEER. j'0 THRU BOLT,TYPICAL
I
26.CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: -
FOOTINGS a OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSEDD TO ARTH.3" IX61f1GIXc[ �O�5/[5
FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#6 BARS OR LARGER)..2'•(#5 BARS OR MALLER..1 1/2" `a _c
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS..1 10rn LLl
CHECKED MAM
27.THE DRAWINGS AND GENERAL NOTES ARE ISSUED WITH THE UNDERSTANDING THAT IT IS TH RESPONSIBILITY OF THE OWNER DR"M MAM
TO SEE THAT THE WORK IS CARRIED OUT IN ACCORDANCE WITH THESE OCUMENTS AND THAT NY CISCREPANCIES ARE
i I
BROUGHT TO THE ATTENTION OF THE ARCHITECT.R IS ALSO ASSUMED THAT THE FIELD REVIEW URIN3 THE CRITICAL STAGES OF DATE IssuEO 6/11/2015
CONSTRUCTION SHALL BE CONDUCTED BY THE BUILDING OFFICIAL, PROJECT NO. 2015-2060
DRAMNG NO. _
28.STAIRWAY,HANDRAILS AND GUARDRAILS SHALL BE IN ACCORDANCE WITH 2010 FBC SEC IONS 1009,1012,AND 1013.
29.ALL LUMBER TO BESYPNO.2ORS-P-F#2 OR BETTER,TREATED. ELEVATI @ UPPER DECK BRACE OELEVATION _
30.ALL HARDWARE TO BE GALVANIZED. @-FSCALE:3/4"=11-011 SCALE: A Q` I
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