1525 BEACH AVE RES23-0148 Davey DWG. Revision 09-13-23 - Copy_1DESIGN CODE-
2020 FLORIDA BUILDING CODE °- RESIDENTIAL
DESIGN LOADS, ACTUAL AND UNIFORM
WORK CLASSIFICATION: HOUSE - ALTERATION LEVEL II
ROOF
LOADING (cd=1.25)
TOP CHORD LIVE LOAD 20 psf
TOP CHORD DEAD LOAD 15 Psf
DEFLECTION CRITERIA.
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180
GENERAL NOTES'
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q_R BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK
OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE 46TH THE CONTRACT DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FIBERGLASS COLUMN REPLACEMENT AS SHOWN
IN THE THESE PLANS. ITEMS NOT DESIGNED INCLUDE WATER/WEAIHERPROCHNG AND ARCHITECTURAL EMBELLISHMENTS NOT
SPECIFICALLY INDICATED (EYLBROwS, CORNICE, CORNICE RETURNS, PROJECTIONS, ETC) AND ANY OTHER ARCHITECTURAL, MECHANICAL
OR ELECTRICAL SYSTEM.
WALL SHEATHING SPECIFICATIONS:
MIN. '&% 24/16, APA RATED OSB OR PLYWODD SHEATHING, FASTENED W/ 80 9 6" O.C. EDGE AND 6" D.C. FIELD, SHEATHING SHALL
OVER LAP FLOOR SYSTEM 16" MIN AND EXTEND TO THE UPPER TOP PLATE. PROVIDE BLOCKING AT PANEL JOINTS.
VAND LOADING:
ASCE 7/16
BASIC WND SPEED (ASCE 7-16) --------------130 MPI
IMPORTANCE FACTOR --^---^-- ----------------- 1.00
MEAN ROOF HEIGHT ----------------------- 20.0 FT
BUILDING CATEGORY --------------------------- II
EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D
ENCLOSURE CLASSIF€CATION ----------------- ENCLOSE[
INTERNAL PRESSURE COEFFICIENT -------------- ± .18
COMPONENTS & CLADDING
ALLOWABLE DESIGN PRESSURES
TRIBUTARY
AREA (sl)
INTERIOR EDGE STRIP (PSF):
ZONE (PSF) 'a' = 4'-6"
10
I 430-2 -32.9 430-2 -4C.5
50
+27.1 --29.6 427.1 -34.2
100
I +25-7 -28.2 425.7 -31,2
NOTES - 1. TYP. CONNECTION AT STUD COLUMNS, I' (3) ROW OF IOd
JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. -7
NAILS Q 8` O.C.
2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN STAGGER"tQ ,
ADDITION TO (2) PLYS NH N
2x4 L[EMBER
(1) RUvr OF lad
(4) ROWS 12d NAILS 0 4" 0_C.
AT 12" O.C. 2x6 MEMBERS
! EA. SIDE. (2) ROW OF 10d
(3) ROW 12d� NAILS 0 4` O.C.
AT 12" O.C. 2 PLY 3 PLY STAGGERED
EA, SIDE, BEAM. BEAM,
2 & 3 PLY BEAMS 2.4 OR 2x6 POST 21c6 POST
}" THRU BOLTS }' THRU BOLTS
0 24" O.0 Q 24' O.0
3 -PLY 4 -PLY
14" LVL AND GREATER
1 BUILT-UP MEMBER FASTENING
e ac Jx•aEXISTING FLdOR SYSTEM -r nc.
z :a e>o z z
, ,...._.
ORIENTATION ._..
CONTRACTORI TO VERIFY
'
FAMILY R OM
° f r12
EXISTING BEAM ABOVE
.fNl TO REMAIN FASTEN TO
— I NEW BEAM w/2-HTS16,�
7}"x7j" PSL POST SET ON
SLAB. PROVIDE 2 LAYERS OF I
ROOFING FELT BELOW POST I
SIMPSON LTT20B Ji
HOLDCWN RECESSEDEAM TO POST
SEE 2/51.0 /13./2-HTS16 1,
SIMPSON HTT5
HOLOOWN SEE '
2/S1.0
SIMPSON HTT5 BEAM TO POSTEYf
HOLDOWN SEE /2 MSTA24
; 2/51 D
-_ _-
,m. � ., a u
WALL TO BE Jl N! HGUS612 WALL. TO BE
i POSTS1„„„.�........ REMOV'LD .. f HANGER REMOVED
WALL TO BE
r:u xx� 1 O REMOVED
LL 1G
X+ BEAM TO POST DEtT
/2-MSTA24
(4)2x6 SPF#2
TO BE -,/n' GALLE E POSTS
I: I
EXISTING FLOOR SYSTEM -) i� 1�
-1 ORIENTATION WALL, j���
REh:OO SIMPSCN HTT5—
CONTRACTOR TO VERIFY ;IHOLpOwN SEE r;A7H
y.
(4)2x6 { 2/S1 0 lea
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.... POSTS
vs -
`_' BEAM TO POST• 1
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3
I
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BEACH BATH, FOYER�,i
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MIN 2 PLY STUD IN LIEU OF 2[
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DESIGN
CRITERIA
AND
GENERAL
NOTES
SHEET
S1.0
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