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GENERAL NOTES
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
EDITION, ACI, NDS, APA AND ASCE?-10.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN
COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTHERWISE ON THE PLANS.
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
ASSUMING 2000PSF SOIL CAPACITY.
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,
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
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 2014 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.
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
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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.
LOAD TABLE COMPONENT AND CLADDING
ROOF: DESIGN PRESSURES
PSF
LIVE LOAD:
20.0
DEAD LOAD:
7.0 PSF
CEILING:
-37.9
LIVE LOAD:
10.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
50-100
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
DECK LIVE LOAD
50 0 PSF
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
24.6
-28.9
24.6
-27.1
(2) 1.75X9.5" 2.0E G -P
LAM LVL 4:2
WINDOWS REPLACED,
EXISTING HEADER TO
REMAIN.
EXISTING WALL REMOVED.
VERIFY NON -LOAD BEARING
DURING CONSTRUCTION.
(2) 2X6 1:1 641 1
lk'S 1.01
(2) 2X8 2:1 1
�-01
FRAMING PLAN
1 /4" = 1'-0"
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TOP PLATE TO HEADER:
SSP AT 16" O.C.
EXISTING TOP PLATE TO
REMAIN.
KING STUDS TO TOP AND
BOTTOM PLATE WITH SSP.
NEW HEADER. SEE PLAN FOR
SIZE, KINGS AND CRIPPLES.
CRIPPLES TO HEADER:
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
1/2"X6" TITEN HD SCREWS NO
FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
EXISTING FOOTING TO
REMAIN
DHEADER FRAMING DETAIL
3/4" = 1'-0"
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: ' DATE: ` 6
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WIND LOADS:
WIND SPEED:
130 MPH
EXPOSURE:
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IMPORTANCE:
1.0
BUILDING CATEGORY:
11
ENCLOSED BUILDING:
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INTERIOR PRESSURE
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COEFFICIENT:
0.18
ROOF PITCH: MATCH EXISTING
(2) 1.75X9.5" 2.0E G -P
LAM LVL 4:2
WINDOWS REPLACED,
EXISTING HEADER TO
REMAIN.
EXISTING WALL REMOVED.
VERIFY NON -LOAD BEARING
DURING CONSTRUCTION.
(2) 2X6 1:1 641 1
lk'S 1.01
(2) 2X8 2:1 1
�-01
FRAMING PLAN
1 /4" = 1'-0"
I f 1-11 !`I ! i-1 I 1-'1 I
TOP PLATE TO HEADER:
SSP AT 16" O.C.
EXISTING TOP PLATE TO
REMAIN.
KING STUDS TO TOP AND
BOTTOM PLATE WITH SSP.
NEW HEADER. SEE PLAN FOR
SIZE, KINGS AND CRIPPLES.
CRIPPLES TO HEADER:
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
1/2"X6" TITEN HD SCREWS NO
FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
EXISTING FOOTING TO
REMAIN
DHEADER FRAMING DETAIL
3/4" = 1'-0"
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY: ' DATE: ` 6
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