2160 Fairway Villas Ln S RES19-0240DESIGN CRITERIA & LOADS
5TN CODE:
2017 FLORIDA BUILDING CODE- RESIDENTIAL, AND CURRENT
REFERENCED CODES AND STANDARDS
Rte_ LOADING
LOAD TYPE/PLACEMENT
ROOF (Cd = 1.25)
ROOF DEAD LOAD
7 PSF (SHINGLES)
ROOF LIVE LOAD
20 PSF
WIND LOADING
BASIC WIND SPEED (ASCE 7-10) 130 MPH
EXPOSURE CATEGORY B
DEFLECTION CRITERIA
FRAMING TYPE LIVE LOAD TOTAL LOAD
ROOF L/240 L/240
0.75" MAX DEFLECTION UNDER ANY CASE
SCOPE OF SERVICE
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR 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 WITH THE CONTRACT
.DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE
LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT GRAVITY LOADS,
RESIST UPLIFT, AND RESIST LATERAL LOADS, AND MAINTAIN CONTINUITY
FROM THE STRUCTURE TO SOILS BELOW. ITEMS NOT DESIGNED INCLUDE,
BUT NOT LIMITED TO, PRE-ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS
CONNECTIONS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL
SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/
INSTALLATION OF ALL WATER PROOFING.
I IMPORTANT RENOVATION NOTE
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING
CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE
TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON .EXPERIENCE WITH
SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE
FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY
ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE
DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL
REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS
DISCOVERED DURING CONSTRUCTION. 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. SAFETY OF THE
STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
LTT20B
2.0
HEADER W/
ND (2)KINGS.
PER 3/S2.0
OFFICE COPY
REVIEWED FOR CODE COMPLIAN
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
LOCATION OF NEW OPENING IN EXTERIOR WALL REVIEWEDBY:_„.j2(/ DATE: '7'
7)
0
O
\\U111111 ti 111l Ity�J' �.
PoNr/,, '
z
mm_
GEN
3
<
o
V
X
4-4
4-0
ti Ln
"* E OF
00
O
dam'
00
Q
>
O
U, N u
r'rrnrrnuull`"
c
V)
C
._j
0
Luis A Pontigo P5
r
JUL2019
CD
�?
�✓
L1i
�✓
w
N
r_4
C�
I�
O
FL PE NO 53311
U
z
O
r..,
O
0
n
Z
O
w�
p0
LTT20B
2.0
HEADER W/
ND (2)KINGS.
PER 3/S2.0
OFFICE COPY
REVIEWED FOR CODE COMPLIAN
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
LOCATION OF NEW OPENING IN EXTERIOR WALL REVIEWEDBY:_„.j2(/ DATE: '7'
7)
0
v
mm_
O N U
Qi
V
X
4-4
4-0
ti Ln
c:
00
O
dam'
00
O
U, N u
c
O
._j
0
mm_
11/' „
12d NAILS N
FROM OTHER
SIDE OF 2nd
PLY.
POST
(3) 10d Q 12"
OC EA. SIDE
(2)2x -
BEAM
NOTES:
1. TYPICAL CONNECTION AT STUD COLUMNS,
JACK -TO -KING ASSEMBLIES, CORNER POSTS, ETC.
BUILT UP MEMBER FASTENING
llls2.o
NOTES:
1. SEE FIRST LEVEL FRAMING PLAN FOR ANCHOR
LOCATIONS.
2. THE EMBEDMENT DEPTHS SHOWN ARE TYPICAL.
GREATER EMBEDMENT DEPTHS MAY BE REQUIRED
WHERE SHOWN ON PLAN (I.E. AT GARAGE
RETURNS)
3. LTT20B HOLD DOWNS ARE ONLY REQUIRED TO BE
RECESSED INTO SLAB WHERE FRAMING IS PACKED
TIGHT AND PREVENTS INSTALLATION WITHIN THE
WALL. LTT208 MAY BE REPLACED WITH DTT2Z IF
THERE IS ADEQUATE ROOM IN THE WALL FOR
INSTALLATION
BASE ANCHOR
SCALE: 3'4" = 1'-0"
ALL NEW BUILT UP (MEMBER PLY'S SHALL BE FASTENED PER 1/S2.0 I
EXISTING STUDS BECOME
CRIPPLE STUDS.
FASTEN TOP AND BOT
W/ (2)12d TOENAILS
ROOF FRAMING AND STRAPPING TO REMAIN AS IS
(NOT SHOWN FOR CLARITY)
---
EXISTING DOUBLE TOP NEW (2)2x8 SYP#2 HEADER
PLATE TO REMAIN AS IS
H2KING STUD -HEADER TO JACK
TO W/ (1)MSTA24
TO TOP PLATE
HEADER TO KING STUD NAILING:_,,'NEW t6'-0" OPENING
(7)12d TOENAILS, EACH SIDE f -
EXISTING 2x4 SPF#2 STUDS ® 16" OC
TO REMAIN AS IS (ADD VERTICAL STUD
ADJACENT TO EXISTING AS NEEDED FOR
SHEATHING ATTACHMENT OR AS NEEDED
FOR 2x4 ® 16" ON MAX STUD SPACING. 2)2x4 SYP#2 JACKS AND
FASTEN TO EXISTING STUD PER 1/S2.0) 1,2)2x4 SYP#2 KING STUDS
EXISTING 2x4 PT SOLE
PLATE TO REMAIN AS IS -'
KING STUD TO FOUNDATION W/ U
SIMPSON LTT20B PER 2/S2.0
E)NEW OPENING ELEVATION
2.0 SCALE: 3/4' = 1'-O"
EXISTING FOUNDATION`
MIN (2) STUDS OR SCAB
36" STUD TO FULL HEIGHT
STUD W/ (12) 10d
RECESSED IN SLAB
AS REQUIRED PER
NOTE 3
MIN 4" Y"0 THREADED ROD
OXIAP0x6EDTITEN HD OR
SIMPSON LTT208
NEW EXTERIOR WALL SHEATHING_
MIN. 7/1e", 24/16, APA RATED OSB OR
PLYWOOD SHEATHING, FASTENED W/ 8d
6" O.C. EDGE AND 6" O.C.
FIELD.SHEATHING MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
Luis A Pontigo PE
JUL 2 3 2019
FL PF NO 53311
OFFICE COPY
z
V)
j
�
Q
V
LL
V
N
Z
c:
V
Ln
L✓
L LJCf1
V)
O
O U -i
Q
�
O
LJ,-
CM�Q
CJS
0
OC—�'
r%"
C-01
c--,
M
N
ra0 u. V
LU
"i
ti
N
e.
a„
O
U
o
4w
°
p
z
�a
a
n
o
o�
M
N
�s �
O
N
LL-
M
N
t`
:�
c:
V
O U -i
O
cn Ln
V)
CM�Q
4-0
4-0
ra0 u. V
c:
Ki
v u. 00
• �r
V
M
V G1 00
rt 0
c W
�s �
LL-