1393 BEACH AVE - ALTERATION (2) GENERAL NOTESk
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1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIA 50.01
EDITION AND EXISTING BUILDING EDITION, ACI, NDS, APA AND ADD (1)3.5"x11.25"2.0E G-P
ASCE7-10. LAM LVL TO EXISTING
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2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE 114 \I " F-----FF-Tf -1 I I f
ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES) IT1I II II w
HAVING JURISDICTION OVER THE WORK.
I I I I I I I I I I I I I I! I I POST TO BE I I I I I I I I I I I I
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS A I I I I I I II I I I I I I I REMOVED I I I I I I I I I I !I 6
THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION.
II II II II it II II 11 I it it 11 II II II II II
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMEi t I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I g
TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALLI I I I I I I I I I i I I I I I I I I 11 I I III I I 11
GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTEM
I I I I I I I I I I I I I I I I I i t I i I I I I I I I I
OTHERWISE ON THE PLANS.
II II II li II II II II II II 11 II II II II II o
5. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THEF-
II II it II II it II II II II II II II II it II v
CHANGES SHAWN ON THESE PLANS, THE SCOPE OF WOR �
SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, I I I I I l I I I ( I I I I I I I I I I I I I I I I I ( I I I I w oMa
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICALI ( I I I I I I I I I) I ) I I I I I ) I I I I I I I I I ) zzz 1
WORK. I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I o o Q
II II II II II 11 II II II II II II II II II II U)FRAMING NOTES II II II II II II II II II II II II II II II II z Q . m
II II II II II II II II II II II I ! ii II ' II II o W
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASET
ON THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION I I I I I I I I I I I I I I I i I i i i ' m a
ANDO
THE NATIONAL DESIGN SPECIFICATION FOR WOOM
CONSTRUCTION. ADD (1)3.5"x11.25"2.0E G-P cn
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2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOA LAM LVL TO EXISTING m1
TABLE ON THIS SHEET. LOAD TABLE 50.01
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSO . R
ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED EQUAL
OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER ROOF: REVIEWED FOR CODE COMPLIANCE
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. LIVE LOAD: 20.0 PSF RAM I N C� PLAN CITY OF ATLANTIC BEACH z
DEAD LOAD: 7.0 PSF 1 - SEE PERMITS FOR ADDITIONAL z
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY O 11
CEILING: r /2 1-0 REQUIREMENTS AND CONDITIONS a
SOIL SHALL BE PRESSURE TREATED.
LIVE LOAD: 10.0 PSF (6/y� u , J
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL B DEAD LOAD: 5.0 PSF REVIEWEDBY: /'` ®ATIE. -[ • ��,�> W <
PRESSURE TREATED. FLOOR: V O LU
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE LIVE LOAD: 40.0 PSF Z
EXISTING WALKOVER WALL
GALVANIZED. DEAD LOAD: 10.0 PSF ABOVE _ Q
DECK LIVE LOAD: 50.0 PSF
7. DIMENSION LUMBER i W
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL WIND LOADS: ' ! EXISTING JOISTS Z
DIMENSIONS WIND SPEED: 130 MPH __ w
7.2. WHERE POSTS ARE CALLED OUT,HEADERS SHALL BEAR EXPOSURE: C
FULLY ON POSTS. IMPORTANCE: 1.0 FILE uupy
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING BUILDING CATEGORY: II _ _______ #
MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE ENCLOSED BUILDING:
JOIST HANGERS OR EQUAL PER APPROVAL OF THE INTERIOR PRESSURE V
ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE COEFFICIENT: 0.18
NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH ROOF PITCH: MATCH EXISTING i,+n`.
PER THE DETAILS. i+ ADDED 3.5x11.25 LVL, FASTEN
COMPONENT AND CLADDING _ .
WITH (2) ROWS OFSDS25600o
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWIS i SCREWS AT 12"O.C.
NOTED. NAIL SIZES ARE DEFINED BELOW: DESIGN PRESSURESaa, IIA p8 ft N
8d=0.131"x 2-1/2" i EXISTING LVL
10d=0.148"x 3" ' ' ,y' •° •. d` ®®
EFFECTIVE INTERIOR ZONESEND ZONES EXISTING POST
12d=0.148"x 3-1/4° �,.
AREA,SF PSF PSF v
16d=0.162"x 3-112" 32
0-20 24.4 -32.0 24.4 -26.6
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTIN NEW LVL DETAIL ' •• °
DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING20-50 22.9 -28.8 22.9 -25.3 '' �4(Z
DETAILS SHEET. 3/4"= 1'-0" m
50-100 21.6 -27.2 21.6 -24.0 {.• 1 ®®®
10. NOTED OTHERWISE. 100-200
LUMBER IS 2x No.2 SYP UNLES
100-200 20.8 -24.4 20.8 -22.9 110* ' A1-°
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