105 Fleet Landing RES19-0226 Install 2 LVLs to move openingsGENERAL NOTES
LOAD TABLE
COMPONENT AND CLADDING
1.
CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS,
ROOF:
FLEXIBLE FINISH
DESIGN PRESSURES
WALL HEIGHT (U360)
APA AND ASCE7-10.
LIVE LOAD:
20.0 PSF
8 FT
9 FT
10 FT
DEAD LOAD:
7.0 PSF
EFFECTIVE
9 FT
INTERIOR ZONES,
2.
THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
CONDITION
N
AREA, SF
END ZONES, PSF
PSF
LC%
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
CEILING:
:3 LL
c
cu
p
t
2X4 SPF STUD
LIVE LOAD:
0.0 PSF
0-20
24.4
-32.0
24.4
-26.6
3.
ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
LIVE LOAD -STORAGE:
30.0 PSF
2X4 NO.2 SPF
16
12
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AUTHORITIES HAVING JURISDICTION OVER THE WORK.
DEAD LOAD:
5.0 PSF
20-50
22.9
-28.8
22.9
-25.3
4.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
FLOOR:
••
50-100
21.6
-27.2
21.6
-24.0
2X6 SPF STUD GRD OR NO.2
CONSTRUCTION.
LIVE LOAD:
40.0 PSF
16
16
1 16
16
16
16
16
DEAD LOAD:
10.0 PSF
100-200
20.8
-24.4
20.8
-22.9
5.
DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DECK LIVE LOAD:
50.0 PSF
2X4 NO.2 SPF
16
12
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
I
16
16
12
WIND LOADS:
STORY
6.
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE
WIND SPEED:
130 MPH
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT
EXPOSURE:
C
16
16
16
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS
IMPORTANCE:
1.0
16 1
16 1
6 1
STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY.
BUILDING CATEGORY:
II
ENCLOSED BUILDING:
7.
THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF
INTERIOR PRESSURE
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR
COEFFICIENT:
0.18
ELECTRICAL WORK.
ROOF PITCH: MATCH EXISTING
8.
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
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.
EXTERIOR WALL STUD SPACING
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BRITTLE FINISH
FLEXIBLE FINISH
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WALL HEIGHT (U360)
WALL HEIGHT (U120)
BEARING
STUD SIZE AND GRADE
8 FT
9 FT
10 FT
11 FT
12 FT
8 FT
9 FT
10 FT
11 FT
12 FT
CONDITION
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LC%
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16
12
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2X6 SPF STUD GRD OR NO.2
16
16
16
16
16
1 16
16
16
16
16
2X4 SPF STUD
16
12
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12TWO
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2X4 NO.2 SPF
16
12
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16
16
12
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STORY
2X6 SPF STUD GRD OR NO.2
16
16
16
16 1
16
16
16 1
16 1
6 1
16
NOTES
1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER
WITH 12d COMMONS AT 8" O.C.
2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.
EPDXY NOTES
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS
SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE
DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS
FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY
LAWS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE
STRENGTH OF 2,300 PSI.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE
STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY.
HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 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 PROJECT. A NOTARIZED CERTIFICATION FROM THE
MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH
THE PROPOSAL TO DO THE WORK.
SHEATHING NOTES
FOR WALL SHEATHING:
1. FOR STUCCO AND STONE: MIN �" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN 16" OSB
OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C.
ON EDGE, 12" O.C. IN FIELD.
2. FOR ALL OTHER VENEER: MIN &' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED VERTICALLY OR
HORIZONTALLY, TO WALL FRAMING. FASTEN 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 EDGES).
SHEET INDEX
S1.01 I FRAMING PLAN AND DETAILS
1
S1.01 (2) 2X6 1:1 HALL BATH
NEW 16'-0" OPENING FROM
KITCHEN TO LIVING ROOM
(2) 11.25" LVL 2:,
-16'-01'-
TOP
6'-0"
KITCHE
WALLS SHOWN ABOVE ARE DIAGRAMMATIC.
ROOM NAMES ARE ACCURATE AND
DIMENSIONS ARE CORRECT.
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FIRST LEVEL WALL PLAN
1/4" = V-0"
TOP PLATE TO HEADER:
SSP OR SDWC15600 AT 16"
O.C.
EXISTING TOP PLATE TO
REMAIN.
KING STUDS TO TOP AND
BOTTOM PLATE WITH SSP OR
SDWC15600.
\� NEW HEADER. SEE PLAN FOR
SIZE, KINGS AND CRIPPLES.
CRIPPLES TO HEADER:
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
OPENING BUCKS AS NEEDED,
FASTEN AT ENDS WITH (3) 10d
1 TOE -NAILS.
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CRIPPLES/KING TO BOTTOM
PLATE WITH SSP OR
SDWC15450.
1/2"X6" TITEN HD SCREWS NO
FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
EXISTING FOOTING TO
REMAIN
HEADER FRAMING DETAIL
3/4 = 11-01,
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:/)12L DATE: -7' a Z l ?
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TOP PLATE TO HEADER:
SSP OR SDWC15600 AT 16"
O.C.
EXISTING TOP PLATE TO
REMAIN.
KING STUDS TO TOP AND
BOTTOM PLATE WITH SSP OR
SDWC15600.
\� NEW HEADER. SEE PLAN FOR
SIZE, KINGS AND CRIPPLES.
CRIPPLES TO HEADER:
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
OPENING BUCKS AS NEEDED,
FASTEN AT ENDS WITH (3) 10d
1 TOE -NAILS.
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PLATE WITH SSP OR
SDWC15450.
1/2"X6" TITEN HD SCREWS NO
FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
EXISTING FOOTING TO
REMAIN
HEADER FRAMING DETAIL
3/4 = 11-01,
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:/)12L DATE: -7' a Z l ?
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Sheet
S1,01