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GENERAL NOTES
WOODEN DECK REPLACEMENT
;-GENERAL
EN
1. TEMPORARY SHORING BPJ�CING FOR CONSTRUCTION IS THE RESPONSIBILITY OF
ig�s THE CONTRACTOR 354: MAGNOLIA STREET
2. CONTRACTOR SHALL PROTECT STRUCTURES AND UTILITIES FROM DAMAGE.
3. ALL EXCAVATED MATERIAL & CONSMUCTION DEBRIS SHALL 13E REMOV!ED FROM SITE
S DISPOSED OF 13Y THE CONITRACI`OR. ATLANTIC BEACH FLORIDA 32233
CODE ,
1. FLORIDA BUILDING GODE� 20-10 EDITION
DESIGN LOADS AND CRITERIA
1. FLOWUVE LOADS 40 PSF
2- WIND LOADS PER ASCE 7--10 EDITION 40� 0
a) FASIC %IND SPEED
b) 10ASic- Wa40 PRIESSA->P_�F__- 21.0 P6F
ISO 'MPH
5,
c) BUILDING CATEGORY
IWIR
d) EXPOSURE CkTEGORY �"47—,
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j,INTERNAL PRESS C
URE COEFFICIENT CA-D'sp-6)
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UAKFENTHY
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-ALL SAWN LUMBER SHALL BE VISUALLY GRAD.ED NO. 2 SOUTHERN PINE tN' N_ __
0 19% MAX MOISTLIR.F__C UNIO.
OuTw
E ALL TREATED WOOD PRODUCTS SHALL BE HANDLED IN ACCORDANCE WITH AWPA
STANDARD M4-b2 FOR THE CARE.OF PRESERVATIVE TREATED WOOD PRODUCTS.
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a) ALL EXPOSED. DECKING, JOISM BEAMS, AND RAILS EXPOSED TO
WEATHER OR IN CONTACr-VITH CONCRETE i8trr-NOT EMBEDED SHALL BE
a) m m
PREsERvArrvuy TREATED To AMERICAN W60D PRESERVERS ASSOCIATION w—Ig"Al UP;
gim,
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_(AWFA)I STANDARDS C-2 & C-18 (0.21 �A-B OR 0.40 ACQ)
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3. PROVIDE CONTINUOUS WOOD FRAMING MEMBERS OF SIZE AND SPACING
ANN,` wx,A
INDICATED. DO NOT SPLICE STRUCTURAL MEMBER'S BETWEEN SUPPORTS. L
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PROVIDE LIGHT GAUGE METAL FASTENERS INDICATED. "Z,
4. Q
SECURE PER FASTENING SCHEDULE PUBLISHED IN THE MFG. I Lm
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CATALOGUE.FOR THE MAXIMUM CAPACITY u.N.o.
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0 CONCRETE
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i. THE LATEST EDITION OF THE FOLLOWING ACI srANDARDs APPLY.
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ACI 318 (CODE) k
ACI 304 (PLACING) X,
ACI 306 (WINTER CONCRETING) ACI 315 (DETAILING) ...
ACI 305 (HOT-WEATHER CONCRETING) ACI 347 (FORM WORK)
ACI 211.1 (MIX PROPORrIONING)
2. THE REQUIRED CONCRETE STRENGTH BASED ON AN AGE OF 28 RAYS FOR
ELEMENTS IN THE STRUCTURE SHALL NOT BE LESS THAN: L 35.4' Magnolia St
a.) FOUNDATIONS & SLAB ON-GRADE 3000 PSI
Atlantic Beach; FL 32233-4028
3. CONSOLIDATE ALL,�CpNCRMjaTHER THAN SLABS'ONI GWE USING
L
MECHANICAL VIE116414G EQUIPMEMT.
4- EPDXY ADHE51VEi*FOR FASTENING BOLTS, REBAR, OR DOWELS IN CONCRETE SHALL SITE LOCATION *_4
PSON STRONG
iJ BE'SIM TIE, EPDXY-TIE SET, UNO.
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REINFORCING STEEL
FOUNDATIONS
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1, STRIP SITE OF TOP SOIL & ORGANIC MATERIALS AND PLACE CLEAN GRANULAR FILL 14 1; CRSI AND ACI STANDARDS APPLY.
2. ALL DEFORMED BARS SHALL. CONFORM TO ASTM X615, GRADE 60. A
V LAYERS AND COMPACT TO A MINIMUM*OF 95%OF THE MAXIMUM MODIFIED PROCTOR
3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4 h,
1557. INSITU SOILS SHALL BE COMPACTED
DRY DENSITY AS DETERMINED BY ASTM D '' / OCT22 , Ix
4. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS
TO 95%OF THE MODIFIED PROCTOR DRY DENSITY(ASTM D-1557) FOR 2e BELOW
PRIOR TO. FABRICATING REINFORCING STEEL r 0
BOTTOM OF FOUNDATION EXCAVATION AND 12" BELOW SLAB. SEE GEOTECHNICAL _)F
5. LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS
REPORT FOR STRUCTURAL FILL & COMPA67ION REQUIREMENTS WIRE SPACING PLUS TWO INCHES. y
z DEWATER,-AS REQUIRED..SUCH THAT THE EtCAVATIONS ARE DRY AT
-THE TIME OF CONCRETE PLACENENT. -ALL REINFORCING STEEL SHALL BE SUPPORTED ON STAND�RD C)
(y- ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED D
3. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS,
AGAINST'DISP!ACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE- 0,w
PIERS, AND WALLS.
4. ASSUMED SOIL 13EMING STRENGTH: 2000 PSF
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