1881 Beachside Ct RES18-0018 RevisionGENERAL NOTES
EPDXY NOTES
1.
CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR
HANDRAILS, AND OTHER
-32.0
EDITION, ACI, NDS, APA AND ASCE?-10.
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRE"FE WITH EPDXY OR EPDXY
-26.6
20-50
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED
BY THE ENGINEER.
2.
THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE
-25.3
50-100
21.6
WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
21.6
-24.0
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY
PRODUCTS ARE:
3.
ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
20.8
-22.9
Z
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
ENCLOSED BUILDING:
N
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4.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S
SPECIFICATIONS
m
COMMENCING CONSTRUCTION.
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
COEFFICIENT:
0.18
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
6.
5.
DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
N/A
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THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRIESSIVE
STRENGTH OF 8,000
III
OTHERWISE ON THE PLANS.
PSI AND TENSILE STRENGTH OF 2,300 PSI.
6.
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
0 .
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
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DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND ;iHALL
BE DRY PRIOR TO
ASSUMING 2500 PSF SOIL CAPACITY.
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS
MATERIAL SUCH AS
FF
LAITANCE, DUST, DIRT, AND OIL.
103-13;1 'i
7.
THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED
CONTRACTOR BY THE
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL
HAVE NO LESS THAN FIVE
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED
WORK REQUIRED IN THIS
8.
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER
ATTESTING TO THE
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONIG
WITH THE PROPOSAL TO
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
DO THE WORK.
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
LOAD TABLE ANI�
__
CLADDING
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
COMPONENT
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
DESIGN PRESSURES
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
ROOF:
RESPONSIBILITY OF THE CONTRACTOR. LIVE LOAD: 20.0 PSF
CONCRETE NOTES DEAD LOAD: 7.0 PSF
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST CEILING:
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST LIVE LOAD: 0.0 PSF
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". LIVE LOAD -STORAGE: 30.0 PSF
DEAD LOAD: 5.0 PSF
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR FLOOR:
FOUNDATIONS, AND 3/4" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. LIVE LOAD: 40.0 PSF
DEAD LOAD: 10.0 PSF
DECK LIVE LOAD' 50 0 PSF
EFFECTIVE
AREA, SF
END ZONES, I
SF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
WIND LOADS:
24.4
-26.6
20-50
22.9
-28.8
�.
22.9
-25.3
50-100
21.6
-27.2
m
0
21.6
-24.0
100-200
20.8
-24.4
m
20.8
-22.9
3.
MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
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4.
4 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL.
WIND LOADS:
130 MPH
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VAPOR BARRIER AND TERMITE TREATED SOIL.
WIND SPEED:
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EXPOSURE:
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5.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL,
IMPORTANCE:
BUILDING CATEGORY:
1.0
11
U
m
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
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MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
ENCLOSED BUILDING:
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INTERIOR PRESSURE
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FOOTING.
COEFFICIENT:
0.18
6.
ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL
ROOF PITCH:
N/A
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CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN
"
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FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, DETAILS AND DETAILING OF
CONCRETE REINFORCEMENT". SHEET INDEX
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC.,
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. GENERAL NOTES/ FOAMING PLAN
S1.01
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", AND DETAILS
WHICHEVER IS GREATER.
9. CORNER REINFORCEMENT SHALL BE LAPPED 25".
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
REINFORCEMENT.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING,
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF
STEM WALL MUST BE FILLED.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW:
8d = 0.131" x 2-1/2"
10d = 0.148" x 3"
12d = 0.148" x 3-1/4"
16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
EXISTING WALLS
2X8 BAND BOARD. FASTEN TO
JOIST WITH (3) 10d END NAILS.
HANDRAIL BY OTHERS.
f"%FRAMING PLAN
1/4" = V-0"
ALL DIMENSIONS TO BE VERIFIED IN FIELD AND
WITH ARCHITECTURAL DRAWINGS
24"X24"X12" DEEP FOOTING
WITH (3) #5 BARS EACH WAY.
LOWER DECK: REPAIR/REPLACE BEAMS
AND JOISTS AS NEEDED PER R602,
FBC-R.
ALL NEW 5/4 DECKING, FASTENED TO
JOISTS WITH (2)16"X3" DECK SCREWS AT
EACH INTERSECTION.
2x6 NO.2 SYP LEDGER
O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
� TRELLIS ELEVATION
NG, FASTENED TO JOISTS
s"X3" DECK SCREWS AT
ERSECTION.
AT 24" O.C.
00 SCREWS AT EACH
FO EACH BEAM.
'T NO.2 SYP BEAMS, EACH
'OST. FASTEN TO POST
1/2" THROUGH BOLT, 2" 0
AND NUT AT EACH END.
).2 SYP POST
OFFICE COPY
"ISION
DECK 13p#So / a -C'O�
DATED (
SIGN
NSTENED TO FOOTING
J66, 1/2" ANCHOR REVIEWED FOR CODE COMPLIANCE
LLLLED WITH 10d NAILS. 6" INTO FOOTING. ALL CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:
12" DEEP FOOTING WITH C`"""
RS EACH WAY.
APR -2 2019
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