HomeMy WebLinkAboutMETAL BUILDING-FOR PERMIT-22.09.21 (1)-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : 9770 Rustlers Trl - Shop
Address : 9770 Rustlers Trl
Application Type :
Document Filename : METAL BUILDING-FOR PERMIT-22.09.21 (1).pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
GN001 Free text Cody Jones : Building Open 2 36"
GN001 Free text Cody Jones : Building Open 2 Roof snow load 35
Ground snow load 50
GN001 Free text Cody Jones : Building Open 2 Need architectural drawings and design criteria plans showing:
Use classification.
Type of construction
Occupant load
Exits, Travel distance
Sprinkled? (Please contact Stan C. with Fire Department)
Site plan
Special Inspector needs to be identified
Etc...
# 22-00722
Madison County - Commercial
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 10.03.2022
Approval of plans does not constitute approval of variance from code
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4946 North 2900 East, Idaho Falls, ID 83401
tel: (208) 529-0833 fax: (208) 529-0854
DOME TECHNOLOGY
14
REVISION DESCRIPTION REV.
SHEET TITLE:
REF
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DESIGNED DRAWN CHECKED APPROVED
SEAL
START DATE:
PROJECT NUMBER:
SCALE:
SHEET NIMBER:
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PROJECT:
LOCATION:
SITE LOCATION MAP
CONTACT INFORMATION
OWNER:
LOCATION:
PROJECT:
DRAWING INDEX
GENERAL NOTES
CODE INFORMATION
9750PROFESSIONALE
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METAL BUILDING FOUNDATION FOR AARON SHEPPARD
MENAN, ID
COVER SHEET
JS SZ JS JS
GN000
70XX
70XX -GN000 -REV 0 -22.09.21
METAL BUILDING FOUNDATION FOR AARON SHEPPARD
MENAN, ID
NUMBER DESCRIPTION REVISION DATE
SC101 FOUNDATION PLAN 0 22.09.21
SC501 FOUNDATION DETAILS 0 22.09.21
GN001 GENERAL STRUCTURAL NOTES 0 22.09.21
GN000 COVER SHEET 0 22.09.21
SC502 TYPICAL DETAILS 0 22.09.21
DOME TECHNOLOGY
4946 North 29th East
Idaho Falls, ID 83401
United States of America
+1 (208) 529 0833
AARON SHEPPARD
MENAN, IDAHO 1. THE CONTRACT DOCUMENTS FOR THIS PROJECT CONSIST OF DRAWINGS PREPARED BY DOME TECHNOLOGY
2. ALL WORK SHALL COMPLY WITH THE APPLICABLE LOCAL CODES, AND ALL MUNICIPAL AMENDMENTS.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN
UNFINISHED OR INCOMPLETE CONDITION.
4. ALL WORK SHALL CONFORM TO ALL INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS AND THE BUILDING OWNER'S REQUIREMENTS FOR
QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE TO BECOME FAMILIAR AND COMPLY WITH THE BUILDING OWNER'S STANDARD DETAILS OF CONSTRUCTION. ANY CONFLICTING
REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE METAL BUILDING FABRICATOR ATTENTION PRIOR TO PROCEEDING WITH
WORK.
5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL BASE BUILDING "CONTRACT DOCUMENTS", "SHOP DRAWINGS", "AS BUILT
DRAWINGS", AND ANY OTHER INFORMATION OF THE BASE BUILDING IN ORDER TO COORDINATE ALL TENANT WORK WITH THE BASE BUILDING IN ORDER TO
COORDINATE ALL TENANT WORK WITH THE BASE BUILDING CONDITIONS.
6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL REQUIRED PERMITS, BONDS, AND FEES. ALL NECESSARY PERMITS, LICENSES,
TESTS, CERTIFICATES, ETC. SHALL BE PAID FOR BY THE CONTRACTOR AND REIMBURSED BY THE OWNER.
7. NO SUBSTITUTIONS FOR ITEMS SPECIFIED WILL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD SHALL BE
RESPONSIBLE FOR SUPPLYING THE ENGINEER OF RECORD WITH ALL SAMPLES AND COMPARATIVE PRODUCT DATA REQUIRED TO EVALUATE PROPOSED
SUBSTITUTIONS, IN A TIMELY MANNER SO AS NOT TO PRECLUDE PROCUREMENT OF THE PRODUCT ORIGINALLY SPECIFIED OR ANY PROPOSED
SUBSTITUTE.
8. THE GENERAL CONTRACTOR SHALL PROTECT EXISTING CONDITIONS OR WORK BY OTHER CONTRACTORS. THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO ALL EXISTING CONDITIONS OR WORK BY OTHERS INCURRED WHILE FULFILLING THE OBLIGATIONS OF THIS CONTRACT.
9. ALL WORK NOTED "BY OTHERS" OR "N.I.C." (NOT IN CONTRACT) IS TO BE THE RESPONSIBILITY OF THE OWNER AND IS NOT TO BE PART OF THE
CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COOPERATE WITH THE OWNER AND THE OWNER'S OUTSIDE CONTRACTORS AS
REQUIRED.
10. THE GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH WITH THE BUILDING MANAGEMENT.
11. THE GENERAL CONTRACTOR SHALL PROTECT AND SECURE THE PROJECT SITE AS REQUIRED, IN CONFORMANCE WITH ALL APPLICABLE LOCAL, STATE
AND NATIONAL CODES AND REGULATIONS.
12. ALL WORK SHALL BE OF FIRST CLASS WORKMANSHIP AND GUARANTEED BY THE CONTRACTOR AGAINST DEFECTS AND POOR WORKMANSHIP FOR A
PERIOD OF ONE YEAR FROM SUBSTANTIAL COMPLETION.
13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING AND ELECTRICAL CONNECTIONS. PROVIDE ADEQUATE CONCEALED BLOCKING
AND BRACING FOR ALL MILLWORK HUNG FROM CEILING AND /OR PARTITIONS; FIRE TREATED WOOD OR SHEET METAL IS ACCEPTABLE. ALL WOODWORK,
BLOCKING, GROUNDS, ETC. SHALL BE FIRE TREATED IN ACCORDANCE WITH ALL APPLICABLE CODES.
14. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE
BEFORE FABRICATING ANY MATERIAL AND REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD.
15. PATCH AND REPAIR SHALL FIREPROOFING, IF ANY, DAMAGED OR REMOVED BY TENANT CONSTRUCTION.
16. ALL OPENINGS IN WALLS AND SLABS, INCLUDING THOSE FOR DUCTS, CONDUIT, PIPING, ETC. (EXCEPT WHEN COMPLETELY ENCLOSED BY FIRE-RESISTIVE
SHAFT CONSTRUCTION) MUST BE SLEEVED OR OTHERWISE SEALED AT THEIR PERIMETER WITH APPROVED METHODS TO MAINTAIN THE FIRE-RATING
CONTINUITY OF THE CONSTRUCTION.
17. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED PER MANUFACTURER'S
SPECIFICATIONS AND THE REQUIREMENTS OF ALL APPLICABLE CURRENT CODES AND GOVERNING BODIES.
18. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID MOLECULAR BREAKDOWN.
19. DO NOT SCALE DRAWINGS UNLESS NOTED OTHERWISE; DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. ALL
LOCATIONS ARE FINAL PER METAL BUILDING FABRICATOR DRAWINGS.
20. JUNCTURES OF NEW AND EXISTING OR OTHER WORK SHALL BE REPAIRED AND PATCHED TO MATCH ADJACENT EXISTING SURFACES. EXISTING WALLS
REQUIRING MODIFICATIONS OF ANY KIND SHALL BE REFINISHED TO THE NEAREST OUTSIDE OR INSIDE CORNER.
21. CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AND EQUIPMENT CUTS PRIOR TO SUBMITTAL TO ENGINEER OF RECORD.
CONTRACTOR SHALL SUBMIT ALL APPROVED SHOP DRAWINGS AND EQUIPMENT CUTS TO ENGINEER OF RECORD. FOR REVIEW PRIOR TO FABRICATION.
22. DEVIATION FROM THE DESIGN OF TESTED RATED ASSEMBLY'S SHALL NOT BE ALLOWED.
REV. REVISION NOTE DATE YY.MM.DD DT 1 A ISSUED FOR PERMIT 22.09.21
2018 IBC WITH IDAHO AMMANDEMENTS
REV REVISION NOTE DATE YY.MM.DD DT
0 ISSUED FOR PERMIT 22.09.21
DATE 22.09.21
GE ERA STRUCTURA TES
GE ERA REQUIRE E TS F U DATI
DOME TECHNOLOGY RECOMMENDS THAT A GEOTECHNICAL REPORT BE COMPLETE PRIOR TO
CONSTRUCTION. IN THE EVENT THAT A GEOTECHNICAL REPORT IS NOT PROVIDED, DOME
TECHNOLOGY ASSUMES NO LIABILITY FOR THE ENGINEERING EXPERTISE NORMALLY PROVIDED BY
A REPUTABLE GEOTECHNICAL ENGINEER.
DOME TECHNOLOGY ASSUMES NO LIABILITY FOR GROUNDWATER OR OTHER MEANS OF
FLOODING.
GE TECH ICA REP RT
REI F RCI G STEE (C T)
ALL BARS SHALL BE DETAILED AND PLACED PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL
ALL VERT REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING
CONCRETE.
P ACE A D DETAI
GOVERNING BUILDING CODE.................................................................................................................2018 IBC
OCCUPANCY CATEGORY.....................................................................................................................................II
DESIG ADS
BASIS F R DESIG
DESIG ADS
ROOF
DEAD.....................................................................................SELF WIGHT + 180 PSF (OVER BORDEN)
LIVE................................................................................................................................................30 PSF
SNOW.............................................................................................................................................28 PSF
IS (SNOW LOAD IMPORTANCE FACTOR)...........................................................................................1.0
DRIFTING PER IBC CHAPTER 16
DEF ECTI I ITS
ROOF ELEMENTS
TOTAL LOAD......................................................................................................................................L/240
LIVE LOAD..........................................................................................................................................L/360
FLOOR ELEMENTS
TOTAL LOAD......................................................................................................................................L/240
LIVE LOAD..........................................................................................................................................L/360
WALL GIRT DEFLECTION...............................................................................................................................L/120
WI D ADS (STRE GTH ADS)
WIND DESIGN CODE.............................................................................................................................ASCE 7-16
BASIC WIND SPEED..................................................................................................................................115 MPH
WIND IMPORTANCE FACTOR (lw).....................................................................................................................1.0
WIND EXPOSURE CLASS.....................................................................................................................................C
INTERNAL PRESSURE COEFFICIENT (GCpi)...............................................................................................±0.18
SEIS IC ADS
SEISMIC IMPORTANCE FACTOR (le)................................................................................................................1.0
SEISMIC DESIGN CATEGORY..............................................................................................................................D
SRFS.............................................................................ORDINARY REINFORCED CONCRETE SHEAR WALLS
RESPONSE MODIFICATION FACTOR (R).........................................................................................................4.0
ANALYSIS PROCEDURE....................................................................................EQUIVALENT LATERAL FORCE
MAPPED SPECTRAL RESPONSE COEFFICIENTS
SS.......................................................................................................................................................0.330g
S1.......................................................................................................................................................0.130g
SPECTRAL RESPONSE COEFFICIENTS
SSD.....................................................................................................................................................0.338g
SD1......................................................................................................................................................0.207g
S I S
SOIL BEARING PRESSURE.....................................................................................................................2500 PSF
MINIMUM EMBEDMENT DEPTH...........................................................................................................30 INCHES
AS A MINIMUM THE EXISTING SUB-BASE SHALL BE FREE OF COBBLES LARGER THAN 12" IN
DIAMETER AND SILT OR CLAY DEPOSITS.
EXISTING SUB-BASE SHALL BE SCARIFIED FOR 12" DEPTH AND COMPACTED (95% DRY DENSITY),
AND 8" OF WELL-GRADED 3" MINUS GRANULAR MATERIAL BE PLACED ON EXISTING COMPACTED
SUB-BASE AND COMPACTED (95% DRY DENSITY).
F U DATI PREPARATI
INTERIOR FOOTINGS: TOP OF SLAB
PERIMETER FOOTINGS: PAD GRADE OR NATURAL GRADE BEFORE LANDSCAPING.
EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE AT LEAST 5 FEET
WIDE STARTING AT THE BUILDING PERIMETER.
GRADE IS DEFI ED AS F WS
SUPPORT BY 6" OF 3" MINUS MATERIAL COMPACTED TO 95% DRY DENSITY
FOLLOW ACI 302.1 RECOMMENDATIONS FOR PLACING CONCRETE, CURING, AND QUALITY
CONTROL.
S AB GRADE
BACKFILL SHALL NOT BE PLACED AGAINST EXTERIOR WALLS UNTIL THE INTERIOR FLOOR SYSTEM
CAN ADEQUATELY BRACE THE WALL.
BACKFILL AND RECOMPACT ALL TRENCHES.
(MIN 90% DRY DENSITY)
BAC FI
PROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE.
DRAI AGE
REI F RCI G STEE
ALL REINFORCING BARS SHALL BE DEFORMED BARS, EXCEPT AS NOTED IN ACI 301.
GRADE
TYPE
ALL WELDED BARS
#4 OR LARGER
#3 OR SMALLER
WELDED WIRE FABRIC
GRADE
60
60
40
60
AST STD
A706
A615
A615
A185
ALL DIMENSIONS NOT NOTED AS "CLR" ARE TO THE CENTER OF THE BAR. MIN COVER FOR
NON-PRESTRESSED STEEL (U.N.O.)
C EAR C VER
STRUCTURA E E E T
FOOTINGS AND SLAB ON GRADE
WALLS (#5 OR SMALLER)
WALLS (#6 OR LARGER)
ELEVATED SLABS, BEAMS AND COLUMNS
C VER
3"
1 1/2"
2"
1 1/2"
T ERA CE
3/8"
3/8"
1/2"
3/8"
LENGTHS SHALL BE PROVIDED PER THE FOLLOWING TABLE. (U.N.O TACK WELDING OF
REINFORCING BARS NOT ALLOWED.) SPLICES MAY BE CONTACT OR NON CONTACT.
AP SP ICES
BAR
#3
#4
#5
#6
#7
#8
#9
#10
#11
(a) AP
18"
18"
23"
28"
36"
47"
59"
75"
92"
T ERA CE
31"
31"
39"
48"
62"
80"
101"
128"
157"
REBAR AP SCHEDU E
(a.) WHERE SPLICES ARE STAGGERED AT LEAST ONE LAP
LENGTH USE THERE LAP LENGTHS
(b.) WHERE MORE THAN 1/3 OF BARS ARE SPLICED AT
ONE LOCATION USE THERE LAP LENGTHS
DBA's
BAR SI E
#3
#4
#5
#6
#7
#8
WE D SI E
1/4"
5/16"
3/8"
7/16"
1/2"
9/16"
DBA WE D SCHEDU E
1. ALL DBA'S SHALL BE A706 60 GRADE
2. ALL WELDING SHALL BE PERFORMED W/ E70 ELECTRODE
TES
DBA
FILLET
WELD
ALL REINFORCING AND DBA'S (DEFORMED BAR ANCHORS) TO BE WELDED SHALL BE A706.
WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL CONFORM WITH
AWS D1.4, AND SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
WE DI G
BENDING SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. ALL REINFORCING
SHALL BE BENT COLD. BARS SHALL NOT BE UN-BENT AND RE-BENT. #6 BAR AND SMALLER MAY BE
COLD FIELD BENT. #7 BAR AND LARGER SHALL NOT BE FIELD BENT WITH OUT PRIOR APPROVAL
FROM ENGINEER OF RECORD.
BE DI G
MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICC-ES OR IAP MD-ES APPROVAL AND
SHALL BE CAPABLE OF DEVELOPING 125% OF THE STRENGTH OF THE BAR.
ECHA ICA C UP ERS
REINFORCEMENT SUPPORTS SHALL BE PROVIDED TO MAINTAIN "CLR" DISTANCES SHOWN ON
PLANS, AND SHALL CONFORM TO ACI 301.
REI F RCE E T SUPP RTS
EP XY A CH RAGE
EPOXY GROUTED DOWELS SHALL BE INSTALLED USING:
SIMPSON STRONG-TIE SET XP ADHESIVE ANCHOR SYSTEM
HILTI HIT-RE 500 ADHESIVE ANCHOR SYSTEM
INSTALL THE ABOVE SYSTEMS PER THE ICC REPORT AND MFR'S RECOMMENDATIONS.
ALTERNATE EPOXY GROUT SYSTEMS WITH CURRENT ICC-ES OR IAP MD-ES APPROVAL MAY BE
SUBMITTED BY THE CONTRACTOR FOR APPROVAL.
D WE S
C CRETE
SHALL BE AS FOLLOWS:
MINIMUM 28 DAY COMPRESSIVE STRENGTH
SHOTCRETE................................................................................................................................ 4000 PSI
CAST-IN-PLACE & PRECAST CONCRETE................................................................................ 4000 PSI
LEAN FILL..................................................................................................................................... 1500 PSI
PROPORTIONING
CEMENT TYPE......................................................................................................................................... II
MAX W/C RATIO.................................................................................................................................. 0.45
AIR ENTRAINMENT MEASURED PRIOR TO PUMPING.........................................N/A (INSIDE DOME)
6% ± 1.5% (OUTSIDE DOME)
COARSE AGGREGATE
SHOTCRETE................................................................................................................................3/8" MAX
SLAB ON GRADE......................................................................................................................1 1/2" MAX
SHOTCRETE................................................................................................................................3/4" MAX
ALL CONCRETE SHALL BE NORMAL WEIGHT USING HARD ROCK AGGREGATES CONFORMING TO
ASTM C33.
ATERIA
BATCHING, MIXING, AND TRANSPORTING CONCRETE SHALL BE PER ACI 301.
CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE
ENGINEER OF RECORD.
PORTLAND CEMENT SHALL CONFORM TO ACI 301.
WATER SHALL NOT BE ADDED AT THE JOB SITE SUCH THAT THE APPROVED MIX DESIGN W/C RATIO
IS EXCEEDED.
BATCHI G! IXI G! A D TRA SP RTI G
FORM WORK SHALL BE PER ACI 301
F R W R
PLACING OF CONCRETE SHALL BE PER ACI 301.
PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI 301.
WHERE THERE IS A RISK OF PREMATURE DRYING SUCH AS IN HOT OR WINDY WEATHER CURING
MEASURES SHALL BE IMPLEMENTED PER THE RECOMMENDATIONS OF ACI 301.
P ACI G
CONSOLIDATION OF CONCRETE SHALL BE PER ACI 301
C S IDATI
EMBEDDED ITEMS SHALL BE PLACED PER ACI 301.
CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE WITHOUT WRITTEN
APPROVAL FROM THE ENGINEER OF RECORD.
EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN DIAMETER THAN 1/3 THE
OVERALL THICKNESS OF THE SLAB, BEAM, OR WALL IN WHICH THEY ARE EMBEDDED AND SHALL
NOT BE SPACED CLOSER THAN 3 DIAMETERS OR ELEMENT WIDTHS ON CENTER.
NO ALUMINUM EMBEDS SHALL BE IN DIRECT CONTACT WITH CONCRETE.
E BEDDED ITE S
WHEN THE AIR TEMPERATURE IS BELOW 40° F COLD WEATHER CONCRETE PROCEDURES SHALL
BE USED, PER 301.
A CONSTRUCTION PLAN SHALL BE SUBMITTED TO THE ENGINEER DETAILING THE PROTECTION
PROCEDURES PRIOR TO PLACEMENT OF CONCRETE.
C D WEATHER C CRETI G
CONTRACTOR SHALL FOLLOW ACI 301 AGGREGATE SPECIFICATION INCLUDING #8 AND #4
AGGREGATES TO PROVIDE A WELL GRADED AGGREGATE MIX.
CONTRACTOR SHALL PROVIDE CONTROL JOINTS AT 2 TO 3 TIME THE SLAB THICKNESS IN FEET O.C.
EACH WAY (IE) 4" SLAB=8' TO 12' JOINT SPACING
S AB GRADE
DEFERRED SUB ITTA S
ALL ITEMS CONSIDERED IN THESE DESIGN DOCUMENTS AS BY OTHERS ARE NOTED AS DEFERRED
SUBMITTALS THAT WILL INCLUDE BUT NOT BE LIMITED TO:
CONCRETE MIX DESIGN
PRIOR TO SUBMITTAL OF DEFERRED ITEMS TO PLAN REVIEW , THEY SHALL BE SUBMITTED TO OUR
OFFICE FOR REVIEW.
DEFERRED SUB ITTA S
GE ERA REQUIRE E TS
DRAWINGS
THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE
AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY
REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY
NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN
EXPERIENCED CONTRACTOR AND/OR WORKERS WHO HAVE A WORKING KNOWLEDGE OF
THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED
STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE)
EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR
WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS
WORK NOT EXPLICITLY SHOWN.
MISCELLANEOUS ITEMS
CALCULATION AND DESIGN OF MISCELLANEOUS NON-STRUCTURAL ITEMS, SUCH AS
STAIRS, RAILINGS, NON-STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL ITEMS,
SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE TO BE PROVIDED BY
OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS.
CONSTRUCTION MEANS AND METHODS
THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE
SHORING, BRACING, FORM-WORK, ETC... AS REQUIRED FOR THE PROTECTION OF LIFE AND
PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION MATERIALS
SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN LOADS AS STATED
HEREIN ARE NOT EXCEEDED.
DIMENSIONS, INSERTS AND OPENINGS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS,
CONDITIONS AND ELEVATIONS WITH CIVIL DRAWINGS PRIOR TO START OF
CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE CIVIL ENGINEER IN WRITING OF
ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCY,
OMISSION, OR VARIATION NOT REPORTED BEFORE START OF CONSTRUCTION SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR. WHERE DISCREPANCIES OCCUR IN THESE
DRAWINGS, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER
GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.
CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR
ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES,
DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
STANDARDS
WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH
STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING BUILDING CODE.
TYPICAL DETAILS AND NOTES
TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A
SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL
CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF
CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.
SHOP DRAWINGS
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS
ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS.
REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE.
RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY
CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE
CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER
ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE SHOP DRAWINGS
DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY
ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL
OF AN APPROPRIATELY REGISTERED ENGINEER. DOME TECHNOLOGY SHALL NOT BE
RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS.
FIVE WORKING DAYS SHALL BE ALLOWED FOR THE ENGINEER'S REVIEW. CONTRACTOR
SHALL PROVIDE A COPY OF EACH SUBMITTAL FOR DOME TECHNOLOGY' RECORDS.
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4946 North 2900 East, Idaho Falls, ID 83401
tel: (208) 529-0833 fax: (208) 529-0854
DOME TECHNOLOGY
14
REVISION DESCRIPTION REV.
SHEET TITLE:
REF
NUMBER
DESIGNED DRAWN CHECKED APPROVED
SEAL
START DATE:
PROJECT NUMBER:
SCALE:
SHEET NIMBER:
PR
I
N
T
E
D
:
PROJECT:
LOCATION:
9750PROFESSIONALE
N
GIN
E
E
R
I D A HO
OF
S
T
ATE
REGISTER
ED
J
ASON S O U T H
C:\Users\samuel.zapata\Desktop\STEEL BUILDING CONCRETE SLAB.rvt
0
1 1/2" = 1'-0"
9/
2
1
/
2
0
2
2
4
:
4
8
:
1
6
P
M
METAL BUILDING FOUNDATION FOR AARON SHEPPARD
MENAN, ID
GENERAL STRUCTURAL NOTES
JS SZ JS JS
GN001
70XX
70XX -GN001 -REV 0 -22.09.21
REV REVISION NOTE DATE YY.MM.DD DT
0 ISSUED FOR PERMIT 22.09.21
DATE 22.09.21
Roof snow load 35
Ground snow load 50
Need architectural drawings and design criteria plans showing:
Use classification.
Type of construction
Occupant load
Exits, Travel distance
Sprinkled? (Please contact Stan C. with Fire Department)
Site plan
Special Inspector needs to be identified
Etc...
36"
1
1
2
2
3
3
4
4
5
5
6
6
7
7
25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"
A A
B B
C C
D D
E E
F F
15
'
-
0
"
15
'
-
0
"
15
'
-
0
"
15
'
-
0
"
15
'
-
0
"
1
SC501
2
SC501
WF30
WF
2
4
4,000 PSI 6" CONCRETE SLAB W #5
AT 18" O.C. EACH WAY OVER
COMPACTED FILL T.O. SLAB =
100'-0"
WF
2
4
WF
2
4
WF
2
4
WF30
WF30 WF30
DIMENSIONS PER HERITAGE
BUILDING SYSTEMS DRAWINGS
REV 0 DATED 8/23/22
(3) #6 AT 3" O.C.
HAIR PIN W STD
BEND (TYP)
TYP
60.00°
TYP10' - 0"
COLUMN AND A.B. PER
METAL BUILDING
DRAWINGS
PROVIDE 90° HORIZONTAL REBAR
DOWEL AT ALL CORNERS TO PROVIDE
CONTINOUS REINFORCING AT EDGES
F U DATI P A TES
A. "WF24", "WF30"... INDICATE CONTINUOUS WALL FOOTINGS, SEE FOOTING SCHEDULE THIS SHEET.
SCHEDU ES
A. PROVIDE CONTROL JOINTS IN CONCRETE SLAB ON GRADE PER DETAIL AND THE GN001
C CRETE
A. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE ANY
DISCREPANCIES W/ METAL BUILDING FABRICATOR.
B. SEE STEEL BUILDING PLAN FOR ALL ELEVATIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS, PRIOR TO
CONSTRUCTION. RESOLVE ANY DISCREPANCIES W/ METAL BUILDING FABRICATOR.
C. SEE METAL BUILDING DRAWINGS FOR ALL DIMENSIONS NOT SHOWN HERE, INCLUDING LOCATION OF WALLS AND
OPENINGS.
ISC
SC5023 /
DE
P
T
H
WIDTH
2" CLR 2" CLR
4"
C
L
R
FOOTING
REINFORCING
SLAB
REINFORCING
SC5011 /
SC5012 /
1 2 3 4 5 6 7 8 9 10 11 12 13 14
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G
H
I
J
K
L
A
B
C
D
E
F
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YR
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2
0
1
9
D
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C
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N
O
L
O
G
Y
.
4946 North 2900 East, Idaho Falls, ID 83401
tel: (208) 529-0833 fax: (208) 529-0854
DOME TECHNOLOGY
14
REVISION DESCRIPTION REV.
SHEET TITLE:
REF
NUMBER
DESIGNED DRAWN CHECKED APPROVED
SEAL
START DATE:
PROJECT NUMBER:
SCALE:
SHEET NIMBER:
PR
I
N
T
E
D
:
PROJECT:
LOCATION:
9750PROFESSIONALE
N
GIN
E
E
R
I D A HO
OF
S
T
ATE
REGISTER
ED
J
ASON S O U T H
C:\Users\samuel.zapata\Desktop\STEEL BUILDING CONCRETE SLAB.rvt
0
As indicated
9/
2
1
/
2
0
2
2
4
:
4
8
:
1
6
P
M
METAL BUILDING FOUNDATION FOR AARON SHEPPARD
MENAN, ID
FOUNDATION PLAN
JS SZ JS JS
SC101
70XX
70XX -SC101 -REV 0 -22.09.21
1" = 10'-0"1 T.O.CONCRETE SLAB
REV REVISION NOTE DATE YY.MM.DD DT
0 ISSUED FOR PERMIT 22.09.21
FOOTING SCHEDULE
MARK
DIMENSIONS
FOOTING REINFORCING
DEPTH WIDTH LENGTH
WF24 30"24"CONTINUOS PER DETAIL
WF30 30"30"CONTINUOS PER DETAIL
DATE 22.09.21
T.O.CONCRETE
SLAB
100' -0"
30
"
6"
3"
C
L
R
(4) #6 CONTINUOS
TIE #5 AT 18" O.C.
SLAB REINFORCING
PER SC1011 /
30"
PER STEEL BUILDING DWGS
HAIR PIN PER
SC1011 /
ANCHOR BOLTS PER
STEEL BUILDING DWS
2" CLR2" CLR
(3) #5 CONTINUOS
T.O.CONCRETE
SLAB
100' -0"
6"
30
"
(4) #5 CONTINUOS
TIE #5 AT 18" O.C.
SLAB REINFORCING
PER SC1011 /
24"
(3) #5 CONTINUOS
PER STEEL BUILDING DWGS
ANCHOR BOLTS PER
STEEL BUILDING DWS
1 2 3 4 5 6 7 8 9 10 11 12 13 14
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G
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K
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A
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A
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S
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R
V
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D
.
C
O
P
YR
I
G
H
T
2
0
1
9
D
O
M
E
T
E
C
H
N
O
L
O
G
Y
.
4946 North 2900 East, Idaho Falls, ID 83401
tel: (208) 529-0833 fax: (208) 529-0854
DOME TECHNOLOGY
14
REVISION DESCRIPTION REV.
SHEET TITLE:
REF
NUMBER
DESIGNED DRAWN CHECKED APPROVED
SEAL
START DATE:
PROJECT NUMBER:
SCALE:
SHEET NIMBER:
PR
I
N
T
E
D
:
PROJECT:
LOCATION:
9750PROFESSIONALE
N
GIN
E
E
R
I D A HO
OF
S
T
ATE
REGISTER
ED
J
ASON S O U T H
C:\Users\samuel.zapata\Desktop\STEEL BUILDING CONCRETE SLAB.rvt
0
3/4" = 1'-0"
9/
2
1
/
2
0
2
2
4
:
4
8
:
1
6
P
M
METAL BUILDING FOUNDATION FOR AARON SHEPPARD
MENAN, ID
FOUNDATION DETAILS
JS SZ JS JS
SC501
70XX
70XX -SC501 -REV 0 -22.09.21
3/4" = 1'-0"1 WF30 DETAIL
3/4" = 1'-0"2 WF24 DETAIL
REV REVISION NOTE DATE YY.MM.DD DT
0 ISSUED FOR PERMIT 22.09.21
DATE 22.09.21
SHA W TRE CH BE W F TI G
DEEP TRE CH BE W F TI G
1
1
2' - 0" MIN
TRE CH PARA E T F TI G
UTILITY PIPE
BOTTOM OF TRENCH PARALLEL
TO FOUNDATION SHALL NOT BE
CLOSER THAN 1 TO 1.5 SLOPE
FROM BOTTOM EDGE OF FOOTING
UTILITY PIPE
1.5
1
BOTTOM OF CONCRETE
FOOTING OF FOUNDATION
SLEEVE SIZE PER CIVIL DRAWING.
IF CIVIL SHCEDULE NOT PROVIDED,
USE SCHEDULE 40 PIPE. PROVIDE
1/2" MIN CLEARANCE AROUND
UTILITY PIPIE
LEAN CONCRETE FILL PLACE
PRIOR TO FOOTING PLACEMENTE,
FORM SAME WIDTH AS FOOTING
.
.
CLEARANCE EQUAL TO SLEEVE
DIA (6" MIN)
3'
-
0
"
M
I
N
.
BOTTOM OF CONCRETE
FOOTING OF
FOUNDATION
UTILITY PIPE
BACKFILL AND RECOMPACT
TRENCH PER SOIL REPORT
AND SPECIFICATIONS
.
CLEARANCE EQUAL TO SLEEVE
DIA (6" MIN)
3'-0" MAX WIDTH. WHERE TRENCH
WDTH EXCEEDS 3'-0" NOTIFY
STRUCTURAL ENGINEER PRIOR TO
PLACEMENT OF FOOTING
TYP
(1)1.MINUMUM FINISHED BEND DIA
6d FOR #3 THRU #8
8d FOR #9, #10 AND #11
10d FOR #14 AND #18
2.EXTENSION FOR STIRRUPS AND TIES ONLY:
90°: 6d FOR #5 AND SMALLER,
12d FOR #6 THRU #8
(3" MIN)
135°: 6d (3" MIN)
180°: 4d (2 1/2" MIN)
3.MINIMUM FINISHED BEND DIA FOR
STIRRUPS AND TIES ONLY
4d FOR #5 AND SMALLER
6d FOR #6 THRU #8
4d
TYP
(1)
TY
P
(1
)
d
MIN
2 1/2"
_____
d
12
d
TYP
(3)
(2
)
d
(2)
(3)
1 3 5 .0 0 °
EY TES
A. d = BAR DIA
B. ALL REINFORCEMENT SHALL BE
BENT COLD UNLESS NOTED
OTHERWISE ON PLAN OR
DETAILS
C. REINFORCEMENT SHALL NOT BE
UN-BENT AND RE-BENT U.N.O.
TES
6
1
STIRRUP A D THE H S FFSET BAR
A THER REI F RCI G
SAWCUT JOINT DPETH EQUAL
TO 1/4 SLAB THICKNESS
COMPACTED SUBGRADE
PER GSN
CL
R
0'
-
1
"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
1 2 3 4 5 6 7 8 9 10 11 12 13
A
B
C
D
E
F
G
H
I
J
K
L
A
B
C
D
E
F
G
H
I
J
K
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TH
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P
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A
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D
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D
.
C
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P
YR
I
G
H
T
2
0
1
9
D
O
M
E
T
E
C
H
N
O
L
O
G
Y
.
4946 North 2900 East, Idaho Falls, ID 83401
tel: (208) 529-0833 fax: (208) 529-0854
DOME TECHNOLOGY
14
REVISION DESCRIPTION REV.
SHEET TITLE:
REF
NUMBER
DESIGNED DRAWN CHECKED APPROVED
SEAL
START DATE:
PROJECT NUMBER:
SCALE:
SHEET NIMBER:
PR
I
N
T
E
D
:
PROJECT:
LOCATION:
9750PROFESSIONALE
N
GIN
E
E
R
I D A HO
OF
S
T
ATE
REGISTER
ED
J
ASON S O U T H
C:\Users\samuel.zapata\Desktop\STEEL BUILDING CONCRETE SLAB.rvt
0
1" = 1'-0"
9/
2
1
/
2
0
2
2
4
:
4
8
:
1
6
P
M
METAL BUILDING FOUNDATION FOR AARON SHEPPARD
MENAN, ID
TYPICAL DETAILS
JS SZ JS JS
SC502
70XX
70XX -SC502 -REV 0 -22.09.21
1" = 1'-0"1
TYPICAL UTILITY TRENCH AT
CONTINUOUS FOOTING
1" = 1'-0"2 STANDARD REBAR BENDING DETAILS
1" = 1'-0"3
SAW CUT JOINT IN CONCRETE SLAB ON
GRADE
REV REVISION NOTE DATE YY.MM.DD DT
0 ISSUED FOR PERMIT 22.09.21
DATE 22.09.21