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EXISTING
STRUCTURAL NOTES
ONE STORY
RESIDENCE
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITI
TING
MAINTAINING AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRiMS
1
CONNECTION WITH
THE WORK. STRUCTURAL ENGINEER IS NOT
RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRICTION
OR FOR
RELATED SAFETY PRECAU11ONS AND PROGRAMS.
y
CODES AND STANDARDS
T. WIND LOADS PER ASCE7-16, FOR A 170 MPH
ND
SPEED,
EXPOSURE C, BUILDING' CATEGORY 11.
BUILDING WAS DESIGNED AS AN ENCLOSED BUILDING
2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH
"HE:
A. 2020 FLORIDA BUILDING CODE.
B. BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE
(ACI 318/ LATEST EDITION).
I
C. MANUAL OF STANDARD PRACTICE FOR DErAILING
REINFORCED
CONCRETE STRUCTURES (ACI 315/ LATEST
EDITION),
D. MANUAL OF STANDARD PRACTICE FOR WE
-DIN
REINFORCING
STEEL,
INSERTS & CONNECTIONS iN REINFORCED
CON
BETE CONSTRUCTION.
AWS. D1.4/ LATEST EDITION.
I
E. SPECIFICATION FOR STRUCTURAL CONCRETE
FOR
BUILDINGS, ACI 301/
LAICOi EDI11ON.
F. NATIONAL DESIGN SPECIFICATION, WOOD CDNSTRUCTION
NDsAATEST EDITION
3,
STRUCTURAL DRAWINGS:
A. BEFORE ORDERING ANY MATERIALS OR DCING
ANY
WORK, THE
CONTRACTOR SHALL VERIFYALL MEASURI
MEN 'S
TO PROPERLY SIZE
OR FIT THE WORK. NO EXTRA CHARGE OR
CC
MPENSATION WILL BE
ALLOWED BY THE OWNER RESULTING FROM
THE
CONTRACTOR'S
FAILURE TO COMPLY WITH THIS REQUIREMENT.
B. DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION
OF THE
ARCHITECT AND ENGINEER BEFORE PROCEEDING
WITH ANY WORK.
4.
SECTIONS AND DETAILS:
ALL DETAILS, SECTIONS AND NOTES SHOWN 014
TH,
DRAWINGS ARE
INTENDED TO BE TYPICAL AND SHALL APPLY
FO SI
ILAR SITUATIONS
ELSEWHERE UNLESS OTHERWISE SHOWN.
i
WOOD
1.
ALL STRUCTURAL WOOD, MEMBERS ARE DESIGN
As
DRY -USE". MOISTURE
CONTENT MUST BE 19% OR LESS. STORE WOCD
FR
MING ABOVE GROUND AND
UNDER TARPS WITH PROPER AIR CIRCULATION.
2.
ALL LUMBER SHALL BE SOUTHERN PINE SPECIES
#2
GRADE OR APPROVED EQUAL.
ALLOWABLE DESIGN STRESSES SHALL FOLLOW 14A
AL DESIGN SPECIFICATION
(NDS) (LATEST EDITION).
i
3.
PROVIDE SP CCA PRESSURE TREATED LUMBER
N A
COFDANCE WITH AWPA
STANDARDS TO A MINIMUM OF 0.40 PCF RETENTION
4
WHERE LUMBER IS IN CONTACT
WITH CONCRETE / MASONRY OR OUTSIDE OF EUILDII
G.
4,
PLYWOOD SHEATHING:
A. WALL: USE 19/32' APA 40/20 RATED,
EXP 1I
PLYWOOD SHEATHING.
B. SEE FRAMING PLANS FOR NAILING AND/0
q BLOCKING
I REQUIREMENTS. USE
8'-0" LONG X 4!-0" WIDE SHEETS WITH
ENGTHACROSS
FRAMING. STAGGER
PANEL END JOINTS 4'-O" TYP, ALLOW 1
SPACE
ALONG PANEL EDGES AND
END JOINTS.
5.
ALL NAILS USED FOR STRUCTURAL FRAMING ME
NAU-S, TRUSS 14ANCERS-IM
BERS SHALL BE COMMON ORE, U.N.O.
ftj J
ROOF AREA WALL AREA
1 2 3-- 4 5
PRESSURE (PSF) 15.4 15.4 15.4 34.6 4.6
SUCTION (PSF) 60.2 79.4 108.3 46.2 L�j
1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 2020 FLORIDA BUILDING CODE BY EITHER
BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SfSTEMS.
1 CORNER DISTANCE, A = 4 FEET
3. DESIGN PRESSURES IN CHART ARE FOR A TRIBUTARY AREA OF 10 SQ FT.
A A
- - - - - - - - - - A A
5
ELEVATION
4
PLAN
_& < 100
H < 60 FT.
EXISTING
CONCRETE
SLAB TO PATIO �j
REMAIN
EXISTING METAL
COLUMN TO
REMAIN
EXISTING EXTERIOR
WAI I TA OCUAILI
INDOW \—EXISTING METAL
2X6 WOOD 3'2
� -6f 2'-0' 2'—Bf'
STUDS @ COLUMN TO
16" O.C. REMAIN
8'-3-
EXISTING
METAL ROOF
Td 'REMAIN
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TO REMAIN >ToMETAL ftOdf RE REMAIN
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HEADER
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NORTH
STORAGE ROOM ROOF PLAN
Scale: 1/4" = V-0"
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revisions
date 1/10/2021
drawn WVW
checked 'WVW
EXISTING METAL
ROOF TO
REMAIN
" PLYWOOD SIDING
W/ 10d NAILS 0 6" 4
O.C. EDGE AND
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(2)-SIMPSON H4 1
AT EACH STUD STORAGE
T-111 SIDING PAT10 ROOM
(ATTACHMENT PER
NOA)
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CONT. 2X6 P.T. W/
C!
EXISTING M
tlAl + 34.6 PSF
� ROOF TO 24"X24" - 46.1 PSF
REMAIN WINDOW
EXISTING
COLUMN 0
REMAi T-111 SIDING
(ATTACHMENT
PER NOA)
o
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1
_
1 L
SOUTH ELEVATION
EXISTING CONCRETE
SLAB ON GRADE in DIA TAPCONS 0 Scale: 1/4" = 11-01f
TO REMAIN 8" O.C. (1j" MIN
SECTION
EMBED)
SLCTION
EXISTING METAL + 32.9 PSF- 42.8 PSF
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W/ 10d NAILS ® 6"
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APR 2 3 2021
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St. Lucie Count/
EXISTING
RESIDENCE
TO REMAIN
T-111 SIDING
(ATTArWkJ93JT
2868 DOOR J
WEST ELEVATIO
I
+ 34.2 PSF
- 45.3 PSF EXISTING METAL
32"X48" ROOF TO
WINDOW R
1
T-111 SIDING
(ATTACHMENT
PER NOA)
s
EMAIN
o
o
r`
co
+ 32.9 PSF
- 42.8 PSF
_
EXISTING
RESIDENCE
TO REMAIN
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