HomeMy WebLinkAboutREVISION - Permit Set REV1 - DigiSign MSAREA CALCULATIONS
AIR CONDITIONED AREAS
A/C LIVING
NON CONDITIONED AREAS
GARAGE, STORAGE, MECH.
3,108 SF
662 SF
GROSS AREA
GROSS AREA 4,213 SF
FRONT ENTRY 75 SF
REAR PORCH 368 SF
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
CODE (RESIDENTIAL).
CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF
NOT GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER
THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12
WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25
WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75
AND SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.
DRYWALL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2017
EDITION.
2. CONTRACTOR TO VERIFY ALL CABINTRY AND FURNITURE SIZES WITH OWNER
PRIOR TO ROUGH IN OF PLUMBING & ELECTRIC.
3. PROVIDE FIREBLOCKING AT OPENIGNS AROUND VENTS, DUCTS, CABLES AND
WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS &
CEILINGS. REFER TO FLORIDA BUILDING CODE, SECTION R302.1 FOR
ADDITIONAL REQUIREMENTS.
GENERAL NOTES
1. STRUCTURAL LUMBER TO BE HEM-FIR #2 GRADE OR BETTER W/ 1000 PSI MIN.
FIBER STRESS VALUE
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP
4. CONCRETE COVER OVER REINFORCING STEEL:
A. FOOTINGS: 3"
B. BEAMS: 1 1/2"
C. COLUMNS: 1 1/2"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED
TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND
SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017
EDITION
7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017
EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES
8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING.
REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED
PRODUCT REVIEW AFFIDAVIT
NOTE: ALL SIMPSON STRONG-TIE PRODUCTS IN CONTACT W ITH TREATED
LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER
STRUCTURAL NOTES
STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL
FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING
MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE
SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED
CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO
HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3/4" CROWN ENGAGED
NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS 1 3/4" MIN.
STUCCO NOTES
GROUND
SNOW
LOAD
WIND DESIGN
Speed4
(mph)
Topographic
effects
SEISMIC
DESIGN
CATEGORY1
SUBJECT TO DAMAGE FROM
Weatheringa Frost line
depthb
Termitec
WINTER
DESIGN
TEMPe
ICE BARRIER
UNDERLAYMENT
REQUIREDh
FLOOD
HAZARDSg
AIR
FREEZING
INDEXi
MEAN
ANNUAL
TEMPj
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA
1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10
2. STRUCTURAL DESIGN: ENCLOSED
3. RISK CATEGORY: II EXPOSURE: B
4. DESIGN WIND VELOCITY: 160 MPH
5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 5:12
6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL
SQ. FT. @ 30' MPH (WORST CASE)
ZONE 1: -22.0 ZONE 2: -32.0 ZONE 3: -60.0
ZONE 4: -28.0 ZONE 5: -34.0
GARAGE: -26.0
7. DESIGN LOADS: FLOOR 40 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES
9. IS A CONTINUOUS LOAD PATH PROVIDED? YES
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF
11. SOIL BORING TEST REQUIRED? YES
CERTIFICATION FOR DESIGN LOAD COMPLIANCE
PROJECT NUMBER
DATE
PROJECT
CLIENT
ARCHITECT
Architectonic Inc
CONSULTANTS
REGISTRATION
REVISIONS
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
SHEET TITLE / SHEET NUMBER
KEY PLAN
A0.00
CONTE
RESIDENCE
St. Lucie County, Florida
GENERAL & CODE
INFO
GIANCARLO CONTE
R18107
07/20/2020
NO. DATE REVISION
1 07/15/20 COORDINATION
CONTE RESIDENCE
FRONT PERSPECTIVE
CONNECTOR SCHEDULE
PRODUCT APPROVALS
1
IMPACT
IMPACT
N/A
1
1
120461.9
1
GARAGE
MAN-DOOR
1