1936 Beach Ave RES19-0145 RevisionGENERAL NOTES
EPDXY NOTES
1.
CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS,
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
40.0 PSF
APA AND ASCE7-10.
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
DECK LIVE LOAD:
50.0 PSF
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2.
THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
130 MPH
EXPOSURE:
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
1.0
BUILDING CATEGORY:
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE
EPDXY PRODUCTS ARE:
3.
ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
24.6 j
COEFFICIENT:
0.18
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
4.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
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CONSTRUCTION.
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
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ACCORDANCE WITH APPLICABLE SAFETY LAWS.
5.
DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
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DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
0
0
PSI AND TENSILE STRENGTH OF 2,300 PSI.
6.
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE
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TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
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SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS
DIAMETER OF THE STEEL MEMBER BEING INSTALLED,
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STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY.
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5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
7.
THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
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WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR
LAITANCE, DUST, DIRT, AND OIL.
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ELECTRICAL WORK.
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6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
8.
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
DO THE WORK.
PROTECTNECESSARY TO PERSONNEL ION. THE DESIGN
ADEQUACYND SAFE
TY OF ABOVE ITEMS ARE THE SSOLE RESPONS BLIITY OF THE CONTRACTOR
SHEATHING NOTES
CONCRETE
NOTES
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FOR WALL SHEATHING:
1.
ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE
1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED
REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL
VERTICALLY, OR MIN 4' OSB OR PLYWOOD, SPAN RAKING 32/16, INSTALLED HORIZONTALLY, TO
CONCRETE".
WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2.
ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150,
2. FOR ALL OTHER VENEER: MIN t6" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN
AY/%F
TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL
WITH 8d NAILS AT 6" O.C. ON EDGE,
12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL
to
CONFORM TO ASTM C33.
EDGES).
3.
MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
3. FOR CURVED WALLS: TWO (2) LAYERS OF !'PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON
•
EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"
4.
4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND
MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.
TERMITE TREATED SOIL.
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FOR ROOF SHEATHING:
5.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY
1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY
PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING.
FIELD.
2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/'16, INSTALLED PERPENDICULAR TO ROOF
6.
ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT".
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
CONDITIONS, BLOCK PANELS AT 12" O.C.
7.
CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR
MECHANICAL TRADES BEFORE CONCRETE IS PLACED.
FOR FLOOR DECKING:
1. MIN y" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR
8.
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 2411, WHICHEVER IS
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
GREATER.
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND
MINIMUM 2" THICKNESS.
4
9.
CORNER REINFORCEMENT SHALL BE LAPPED 25"
FOR PORCH CEILING SHEATHING:
10.
REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
1. MIN $' OSB OR PLYWOOD, SPAN RATING
AT
10.1.
3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
10.2.
2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
FASTEN WITH 8d NAILS AT 3" O.C. EDGE, O.C. IN FIELD.
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.
LOAD TABLE COMPONENT AND CLADDING
ROE LOAD: 20.0 PSF DESIGN PRESSURES
LIVDEAD LOAD: 7.0 PSF
CEILING:
LIVE LOAD: 0.0 PSF
LIVE LOAD -STORAGE: 30.0 PSF
DEAD LOAD: 5.0 PSF
FLOOR:
END ZONES, PSF
LIVE LOAD:
40.0 PSF
DEAD LOAD:10.0
PSF
DECK LIVE LOAD:
50.0 PSF
WIND LOADS:
27.1
WIND SPEED:
130 MPH
EXPOSURE:
D
IMPORTANCE:
1.0
BUILDING CATEGORY:
II
ENCLOSED BUILDING:
24.6 j
INTERIOR PRESSURE
24.6 j
COEFFICIENT:
0.18
ROOF PITCH: MATCH EXISTING
EFFECTIVE
AREA,SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
28.9
-37.9
28.9
-31.5
20-50
27.1
-34.0
27.1
-29.9
50-100
25.6
-32.2
25.6
-28.4
100-200 j
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-28.9
24.6 j
-27.1
fCH EXISTING
2AGE CURB
GHT. --.
EXISTING GARAGE WALLS
EXISTING GARAGE DOOR MODIFIED
TO TWO 8' GARAGE DOORS. VERIFY
ALL DIMENSIONS IN FIELD.
r NEW 2X10 FRAMING. SEE SECTION.
SECTION A
8'-0"
EXISTING WALL FRAMING
ABOVE NOT SHOWN.
EXISTING STEEL BEAM
GARAGE HEADER.
EXISTING 2X BUCK UNDER
STEEL
STUD TO PLATE WITH
SDWC15600.
NEW 2X10X1'-6"± PLATE.
FASTEN TO EXISTING BUCK
WITH 10d NAILS AT 3" O.C.
(2) 2X10 STUDS EACH END OF
WALL FILL IN.
STUD TO PLATE WITH
SDWC15450.
2X10 PLATE.
CONCRETE PEDESTAL WITH
(2) #4 CONT.
(2) J" O ALL -THREAD, 6" EMBED
INTO EXISTING, WITH 3" SQ
WASHER.
EXISTING GARAGE
THICKENED EDGE.
_(A SECTION A
3/4 = 11-01,
SARAGE RENOVATION PLAN
MATCH EXISTING GARAGE
CURB HEIGHT. -- co
ELEVATION VIEW
EXISTING WALL FRAMING
ABOVE NOT SHOWN.
EXISTING STEEL BEAM
GARAGE HEADER.
EXISTING 2X BUCK UNDER
STEEL
STUD TO PLATE WITH
SDWC15600.
NEW 2X10XV-6"t PLATE.
FASTEN TO EXISTING BUCK
WITH 10d NAILS AT 3" O.C.
(2) 2X10 STUDS EACH END OF
WALL FILL IN.
STUD TO PLATE WITH
SDWC 15450.
2X10 PLATE.
CONCRETE PEDESTAL WITH
(2) #4 CONT.
(2) J"O ALL -THREAD, 6" EMBED
INTO EXISTING, WITH 3" SQ
WASHER.
EXISTING GARAGE
THICKENED EDGE.
GARAGE FILL IN DETAIL
3/4 = 11-01.
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MATCH EXISTING GARAGE
CURB HEIGHT. -- co
ELEVATION VIEW
EXISTING WALL FRAMING
ABOVE NOT SHOWN.
EXISTING STEEL BEAM
GARAGE HEADER.
EXISTING 2X BUCK UNDER
STEEL
STUD TO PLATE WITH
SDWC15600.
NEW 2X10XV-6"t PLATE.
FASTEN TO EXISTING BUCK
WITH 10d NAILS AT 3" O.C.
(2) 2X10 STUDS EACH END OF
WALL FILL IN.
STUD TO PLATE WITH
SDWC 15450.
2X10 PLATE.
CONCRETE PEDESTAL WITH
(2) #4 CONT.
(2) J"O ALL -THREAD, 6" EMBED
INTO EXISTING, WITH 3" SQ
WASHER.
EXISTING GARAGE
THICKENED EDGE.
GARAGE FILL IN DETAIL
3/4 = 11-01.
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