HomeMy WebLinkAboutBuilding PlansGENERAL NOTES
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2020 FLORIDA BUILDING CODE, 7TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM
2. ASCE 7-10 & SE17
3. AC1318 CONCRETE REFRENCE MANUAL.
4. AA ASM 35 & AA ADM 1
5. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS.
WIND LOADS:
1. FBC TABLE 1604.5, RISK CATEGORY = 1
2. FBC SEC 1609.4, EXPOSURE CATEGORY = B
3. FBC SEC 1609.3, ULTIMATE DESIGN WIND SPEED = 150 MPH
DESIGN NOTES:
ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN
CALCULATED PER THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH
EDITION (2020) & ASIDE 7-10 USING ALLOWABLE STRESS DESIGN
METHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. THE CONTRACTOR
SHALL CONTACT THE AUTHORITY HAVING JURISDICTION TO ENSURE
APPROPRIATE CRITERIA TO BE USED BEFORE CONSTRUCTION BEGINS.
THE SYSTEM HAS NOT BEEN DESIGNED TO WITHSTAND CONCETRATED LOADS
FROM HUMAN ACTIVITY.
DRAWING INDEX
SHEET NO.
DESCRIPTION
G01
GENERAL NOTES
S01
STRUCTURAL PLAN
F01
FOUNDATION PLAN
D01
ROOF &PROJECTION BEAM DETAILS
D02
POST & MAIN BEAM DETAILS
GENERAL NOTES:
1. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL
SIGNATURE & RAISED SEAL OF-CRAIGE. GUNDERSON, P.E. ALTERATIONS, ADDITIONS OR
OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.
2. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE SEVENTH EDITION
(2020). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES.
CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND
STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING.
3. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF
THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD
ANCHOR DESIGN.
4. THE ARCHITECT/ENGINEER OF RECORD"FOR THE PROJECT SUPERSTRUCTURE WITH
WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL
SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE
PERMITTING CONTRACTOR.
5. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON
ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY
GREATER DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY
ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
6. ALL FASTENERS TO BE #12 SAE GRADE 2 OR STAINLESS STEEL 304 UNLESS NOTED
OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE
CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR
ALUMINUM STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE
FEDERAL, STATE, AND/OR LOCAL CODES.
7. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END
DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTED
OTHERWISE.
8. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM
EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
FINISHES.
9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY.
10. WOOD HOST STRUCTURE & ALL WOOD MEMBERS SHALL BE "SOUTHERN YELLOW
PINE" G=0.55 OR GREATER DENSITY.
11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR
MATERIALS TO PREVENT ELECTROLYSIS.
12. ALL ALUMINUM SHALL BE 6005-T5 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.
13. ALL STEEL ANGLES SHALL BE ASTM A1011 OR A653 GRADE 50 (Fy=50 KSI, Fu=65
KSI) OR BETTER.
14. ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI IN 7 DAYS.
15. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
16. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
17. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS
DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
SYSTEM NOTES:
PERGOLA SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION ISSUED BY
RENAISSANCE PATIO.
REFER TO AFOREMENTIONED MANUFACTURER ISSUED ASSEMBLY MANUAL FOR
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DESIGN DATE:
01/11/2021
REVISION 1: DATE
PAGE:
G01
REVISION 2: DATE
SCALE: NTS
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DESIGN DATE: 01/11/2021
POST & MAIN BEAM DETAILS REVISION 1: DATE PAGE:
REVISION 2: DATE DO:
(TO BE USED WITH CONFIGURATIONS 1 & 2) SCALE: NTS
POST BASE ANCHOR TIE - DOWN SCHEDULES:
ANCHOR TYPES:
(6) 1/4" DIA ITW TAPCON, 1/4" DIA. SAE
ANCHOR TYPE #1 GRADE WASHER, 1.75" EMBEDMENT,
2.5" SPACING, 3" MIN. EDGE DISTANCE
INTO 3KSI MIN. CONCRETE
(6) 1/4" DIA BLUE TAP ANCHOR WITH 2.1"
ANCHOR TYPE #2 EMBEDMENT, INTO 3KSI MIN.
CONCRETE 2.5" SPACING, 3" MIN.
EDGE DISTANCE
1"
2
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1 ANCHOR SCHEDULE
4 SCALE: N. T. S
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NEW 4" SLAB
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FOOTING NOTES
1. PROVIDE 1-1/2' COVERAGE TOP, SIDES, BOTTOM AND 1" BETWEEN ADJACENT REBAR LAPS.
2. PROVIDE MIN. 3" COVERAGE OF REBAR FOR ALL CONCRETE IN CONTACT WITH THE EARTH.
3. FOOTING CONCRETE SHALL BE MIN. 3000 PSI AT 28 DAYS
4. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 60
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
7. SEE GENERAL NOTES FOR TYING INTO EXISTING FOUNDATIONS
8. SEE GENERAL NOTES FOR ADDITIONAL CONCRETE INFORMATION & SPECS. REVIEWED FOR
8"x8" MONOLITHIC FOOTING CODE COMPLIANCE
SCALE: NTS ST. LUCIE COUNTY
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