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GENERAL NOTES I
WOODEN DECK REPLACEMENT
GENERAL
1. TEMPORARY SHORING & BRACING FOR CONSTRUCTION IS THE RESPONSIBILITY OF 354. MAGNOLIA STREET
.4 it5 THE CONTRACTOR
2. CONTRACTOR SHALL PROTECT STRUCTURES AND UTILITIES FROM DAMAGE.
3. ALL EXCAVATED MATERI& & CONSTRUCTION DEBRIS SHALL 13E REMOVED FROM srm
& DISPOSED OF BY THE CONTRACTOR. ATLANTIC BEACH FLORIDA 32233 N
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CODE
1. FLORIDA BUILDING CODE, 2OqO MITION
DESIGN LOADS AND CRITERIA
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1. FLXKLNE LOADS 40 PSF
2. WIND LOADS PER ASCE 7-10 EDITION
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e) INTERNAL PRESSURE COEFFICIENT 13 (e4u.0SE0 SM�
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ROUGHGARPENTRY BUILDING-
-ALL SAWN LUMBER SHALL BE 1ASUALLY GRADED NO. 2 SOUTHERN PINE
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0 19% MAX MOISTURE�CONW UNO.
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2 ALL TREATED WOOD PRODUCTS SHALL BE HANDLED IN ACCOO CE WITH AWPA
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STANDARD MJI-492 FOR THE tARE OF 'PRESERVATIVE TREATED WOOD PRODUCTS.
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0 a) ALL EXPOSED DEMNG, �OISTS, BEAMS, AND RAILS EXPOSED TO
-WITH CONCREM;BUr-NOT EMBEDED SHAM BE
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PRESERVATNUY TREATED To AmEmw w6OD PRESE&Vis AssocLATION
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(AWPA) STANDARDS C
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ASTENERS INDICATED.
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SCHEDULE PUBLIS
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4) CATALOGUE.FOR THE MAXIMUM CAPACITY U.N.O.
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0 CONCRETE
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THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY:
ACI 313 (CODE) ACI 304 (PLACING)
ACI 306 (WINTER CONCRETING) ACI 315 (DETAILING)
ACT 347 (FORM WORK)
ACI 305 (HOT-WENFHER CONCRETING)
ACI 211.1 (MIX PROPORTIONING)
F I L COPY
2. THE REQUIRED CONCRETE STRENGTH BASED ON AN AGE OF 28 DAYS FOR L 35'4 Magnolia St w-4
ELEMENTS IN THE STRUCTURE SHALL NOT BE LESS THAN-
FOUNDATIONS & SLAB ON'GRADE 3000 PSI Atlantic Beach, FL 3223374028
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CONSOLIDATE Alk.�CONCRm-m- ER THAN SLABS ON GRADE USING
MECHANICAL'ABF4.NG EQUIPMENT.
4. SITE LOCATION
ADHE51VE-FOR F IkG BOLTS, REBAR, OR DOWELS
EPDXY IN CONCRETE SHALL 44
TIE Epow-m SET. UNO.
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REINFORCING STEEL .0 D FOR CODE COMPLIANCE
FOUNEATIONS,
CITY OF ATLANTIC BEACH
t CRSI AND ACII STANDARDS APPLY.
1. STRIP SITE OF TOP SOIL& ORGANIC MATERIALS AND PLACE CLEAN GRANULAR FILL IN 2. ALL DEFORMED BARS SHALL CONFORM TO ASTM A615, GRADE 60. 0. SEE PERMITS FOR ADDITIONAL
6'LAYERS ANQ COMPACT TO A MINIMUM*OF 95X OF THE MAXIMUM MODIFIED PROCTOR 3. ALP WELDED WIRE FABRIC SHALL CONFORM TO ASTMA185.
DRY DENSITY AS DETERMINED BY ASTM D- 1557. INSHU SOILS SHALL BE COMPACTED 4. SUBMIT FOR REVIEW SHOP DRAWINGS OF REINFORCING STEEL DETAILS T REQUIREMENTS AND CONDITIONS.
TO 95%OF-THE MODIFIED PROCTOR DRY DENSITY(ASTM D-1557) FOR 2'r BELOW PRIOR TO. FABRICATING RONFORCING STEEL
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BOTTOM OF FOUNDATION EXCAVATION AND 12* BELOW SLAB. SEE GEOTECHNICAL 5. LAP ALL WELDED AIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS REVMVVED�: ��D�ATE:ynm
ON REQUIREMENTS
REPORT FOR STRUCTURAL FILL& COMPACI��
WIRE SPACING PLUS TWO INCHES.
2. DEWATER,-AS REQUIRED6 SUCH THAT THE ExCAyATIONs ARE DRY AT 6. -ALL RONFORCING STEEL SHALL BE SUPPORTED ON STANDARD
THE TIME OF CONCRETE PLACEMENT. ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED
3. UNLESS NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS. AGAJNST�DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE.
PIERS, AND wmis.
4. ASSUMED SOIL BEARING S-TRENGIM: 200OPSF 6 E GE J LEVERETT SITE PLAN
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