HomeMy WebLinkAboutAPPROVED d sealed drawingGENERAL CONSTRUCTION NOTES: FOUNDATION, CONCRETE, STEEL AND WOOD
1. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2020, lth Edition
2, ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT THAT FOLLOWS FS CHAPTER 553
AND FBC 101.3,1,
3. PLANS NOT APPROVED AS STATED IN •2 ARE CONSIDERED UNLAWFULLY PERMITTED.
4. PLANS NOT APPROVED BY QUALIFIED REVIEWERS BY THE AHJ (AUTHORITY HAVING JURISDICTION) ARE CONSIDERED INVALID AND UNLAWFULLY PERMITTED.
THIS IS THE RESPONSIBILITY OF THE CONTRACTOR/PERMITTEE TO CONFIRM.
5, THE DESIGN ENGINEER HAS NO RESPONSIBILITY OR LIABILITY FOR PLANS USED TO BUILD ANY STRUCTURE THAT ARE EITHER INVALID OR UNLAWFULLY PERM
ITTED,
6, DO NOT ORDER ANY WORK OR MATERIAL WITH PRELIMINARY DRAWINGS.
1. METAL ACCESSORIES: ACI-315
8. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL,
S. STRUCTURAL WOOD CRITERIA:
a. PRIMARY WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 199. MAXIMUM M.C. WITH THE FOLLOWING STRESS
RATINGS, UNLESS OTHERWISE NOTED:
I. FB SINGLE MEMBER 1,200 PSI
if. FE REPETITIVE MEMBERS 1,400 PSI
IfL FC PERPENDICULAR TO GRAIN 565 PSI
1v. E 1,600,000 PSI
In, ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED.
10. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. DESIGN ENGINEER IS
NOT LIABLE FOR ANY CONSTRUCTION THAT PROGRESSES WITHOUT NOTIFICATION AND HIS CONSENT TO PROCEED IN WRITING.
11. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
12. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. PLYWOOD
SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI 8 WTCA PUBLICATION "BUILDING
COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACING OF TRUSSES. TEMPORARY BRACING PER HIB-91.
13, CONTRACTOR TO OBTAIN THE LATEST PRODUCT APROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES, INSTALLATION
SPECIFICATIONS AND SUITABILITY OF THE PRODUCT BEFORE INSTALLATION OF ALL BUILDING COMPONENTS.
14. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK OR
MATERIAL.
15. WIND LOADS: FBC 2020, lth EDITION, Il0 MPH, 3-5ECOND GUST, EXPOSURE C.
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FBC 2020, 1th EDITION:
MEAN ROOF HEIGHT: 100'0"
WIND SPEED: 110 MPH
(3-SECOND GUST WIND SPEED)
R15K CATEGORY: II
BLDG CAT: VB
OCCUPANCY: R-2
EXPOSURE: C
INT, FIRES. COEF: +/- 0.18
BUILDING: ENCLOSED
4th FLOOR UNIT
DESIGN PRESSURES
SEE ATTACHED PRSSURES
SCOFF OF WORK
\ .1
1, REMOVE ,AND REPLACE WINDOW& ,AND DOOR& WITH NEW
IMPACT WINDOW6 ,AND DOOR6, ,ALL OFENING6 ARE 5AME SIZE
A6 ORIGINAL OPENINGS,
❑2
WINDOW SCNMDULE
3❑
MARK
NO.
OPENING
SIZE
FL "
REMARKS
XO NOR, RLLR.
WINDOW
61 " x 60"
20-0610.03
(SERIES 120)
SGD
14" x 80
20-0-03-05
(SERIES 150)
SGD
63" x 80"
20-0129-05
(SERIES 150)
®XO
HOR. RLLR,
WINDOW
-13" x 60"
20-0610.03
(SERIES 120)
OX HOR. RLLR.
WINDOW
48" x 49"
20-0610.03
(SERIES 120)
®
OX HOR. RLLR.
WINDOW
48 „ „
49
20-0610,03
(SERIES
(SERIES 120)
0
MAIN ENTRY
DOOR, NOT REPLACING
FLOOR PLAN
Sth FLOOR UNIT
SCALE : 1/4" = 1'0"
lil
Fm-
ADJOINING
SUITE