HomeMy WebLinkAboutRevisionGENERAL 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 7-16 & SEI7
3. ACI318 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 = C
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) & ASCE 7-16 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
SOl
STRUCTURAL PLAN-1
S02
FOUNDATION PLAN-1
F01
STRUCTURAL PLAN-2
F02
FOUNDATION PLAN-2
DOI
ROOF & PROJECTION BEAM DETAILS
D02
SD POST & MAIN BEAM DETAILS
D03
HD POST & MAIN BEAM DETAILS
GENERAL NOTES:
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1. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL
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SIGNATURE & RAISED SEAL OF CRAIG E. GUNDERSON, P.E. ALTERATIONS, ADDITIONS OR
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OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
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No. �1oz _ := ;: E Gunderson
CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.
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2. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
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90: STATE OF �4 Date, ., .
WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE SEVENTH EDITION
(2020). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE
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WITH ALL GOVERNING CODES.
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CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
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AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND
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STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING.
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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
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ANCHOR DESIGN.
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4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH
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WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL
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SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE
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PERMITTING CONTRACTOR.
5. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON
ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY
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GREATER DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY
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ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
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6. ALL FASTENERS TO BE #12 SAE GRADE 2 OR STAINLESS STEEL 304 UNLESS NOTED
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OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE
"SPECIFICATIONS
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CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH FOR
ALUMINUM STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE
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FEDERAL, STATE, AND/OR LOCAL CODES.
7. FORALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2XDIAMETER END
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DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTED
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8 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
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RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM _
EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL ¢ J ~ +
FINISHES. 0 0:
9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. REVf�V11�D FOR J d O
10. WOOD HOST STRUCTURE & ALL WOOD MEMBERS SHALL BE "SOUTHERN YELLOW LL N
PINE" G=0.55 OR GREATER DENSITY. CODE COMPLIANCE
11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR �+T
MATERIALS TO PREVENT ELECTROLYSIS. ST. LUCIE COUNTY BOC z
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 N
KSI) OR BETTER. U
14. ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 W
PSI IN 7 DAYS. 7
15. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN VI d ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES RESlr%N
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.
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17. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS
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DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
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SYSTEM NOTES:
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PERGOLA SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION ISSUED BY
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ALL CONNECTION DETAILS THAT ARE NOT ILLUSTRATED HEREIN.
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PROJ ECTION BEAM = 2"X6"XO.060"
MAIN BEAM = 2.75"X7"XO.090"
POST = 3.875"X3.875"X0.080"
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SD POST = 3.875"X3.875"X0.090"
HD MAIN BEAM = 2.75"X7"X0.125"
HD POST = 3.875"X3.875"X0.188"
SEE SECTION DETAILS ON PAGES D01 & D02
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DESIGN DATE: 03/09/2022
REVISION I: DATE
PAGE:
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REVISION2: DATE
SCALE: NTS
POST BASE ANCHOR TIE - DOWN SCHEDULES:
(6) 1/4" DIA ITW TAPCON, 1/4" DIA. SAE
GRADE WASHER, 1.75" EMBEDMENT,
ANCHOR TYPE #1
2.5" SPACING, 3" MIN. EDGE DISTANCE
INTO 3KSI MIN. CONCRETE
(6) 1/4" DIA BLUE TAP ANCHOR WITH 2.1"
EMBEDMENT, INTO 3KSIMIN.
ANCHOR TYPE#2
CONCRETE 2.5" SPACING, 3" MIN.
EDGE DISTANCE
1 ANCHOR SCHEDULE
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NEW 22"X22"X22" ISOLATED
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FOUNDATION PLAN
SCALE:NTS
FOOTING NOTES
1. PROVIDE 1-1/2' COVERAGE TOPSIDES, BOTTOMAND 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 40
S. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CRY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
2 ANCHORS TO BASE PLATE
FO1 SCALE: N. T. S
COLUMN
(SEE SH EEr/ 02
FOR SIZE)
OPTION 1
FOR SURFACE MOUNT POST:
SEE PROVIDED OPTIONS S/04
28"X28" X ?B" ISOLATED
CONCRETE FOOTING
OPTION 2
REBARS EACH
(4) #SWAY
FOR EMBEDDED MOUNT POST:
(8 TOTAL)
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#5 REBARS EACH
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28`x28"x28" ISOLATED
FOOTING DETAIL
SCALE: N.T.S.
22"X22" X 27' ISOLATED
CONCRETE FOOTING
(3) #5 REBARS EACH
WAY (6 TOTAL)
REVIEWED FOR
C%JDE COMPLIANCE
ST. LUCIE COUNTY BOC
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COLUMN
(SEE SHEET/ 02
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(6) 1/4" DIA ITW TAPCON, 1/4" DIA. SAE
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GRADE WASHER, 1.75" EMBEDMENT,
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INTO 3KSI MIN. CONCRETE
(6) 1/4" DIA BLUE TAP ANCHOR WITH 2.1"
EMBEDMENT, INTO 3KSI MIN.
ANCHOR TYPE #2
CONCRETE 2.5" SPACING, 3" MIN.
EDGE DISTANCE
1 ANCHOR SCHEDULE
FO1 SCALE: N. T. S
1"
1"
2
2 ANCHORS TO BASE PLATE
F01 SCALE: N. T. S
STRUCTURE-2
12' 11" 12'-11" NEW 22"X22"X22"
ISOLATED FOOTER
NEW 22"X22"X22" NEW 24"X24"X24"
A
ISOLATED FOOTER ISOLATED FOOTER
5
NEW 22"X22"X22"
ISOLATED FOOTER
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ISOLATED FOOTER
FOUNDATION PLAN
SCALE: NTS
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 40
5. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO CITY / CO. REQUIREMENTS
6. PROVIDE 2500 PSF BEARING (TYPICAL) UNDER FOUNDATION
COLUMN
(SEE SHEET/ 02
FOR SIZE)
OPTION 1
FOR SURFACE MOUNT POST:
SEE PROVIDED OPTIONS S/04
24" X 24" X 24" ISOLATED 27' X 27' X 27' ISOLATED
CONCRETE FOOTING OPTION 2 CONCRETE FOOTING
(3) #5 REBARS EACH (6 TOTAL) FOR EMBEDDED MOUNT POST: (3) #5 REBARS EACH
WAY (1) #5 REBAR THROUGH COL. WAY (6 TOTAL)
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REVISION 2 031092022 F02
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REVISION 1: 03/092032 PAGE.,REVISION2 03/092;1 D01
ROOF &PROJECTION BEAM DETAILS SCALE: NTS
(2) #12 SELF DRILLING
SCREW PER SIDE, TYP.
SD BEAM
INTERIOR CLIP
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DATE: 03/092022
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