a d d e n d u m n u m b e r two addendum 2.pdf · t24typical interior steel stud wall (non-bearing)...
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A D D E N D U M N U M B E R TWO
March 1, 2019
To all bidders of record for the work titled:
Madison School District #321
Lincoln Elementary 2018 Gym and Parking Lot Addition
Project Number: 736
Please notify everyone concerned, including suppliers as to the issuance and contents of this Addendum prior to the date of bid opening. This Addendum is a part of the contract documents and modifies them as follows: This Addendum consists of 5 pages(s) including attached drawing(s).
I. GENERAL N/A II. SPECIFICATIONS
N/A
III. DRAWINGS
A. Replace Sheet S1.3 Typical Details, with attached
B. Replace Sheet S2.0 Foundation Plan, with attached
C. Replace Sheet S2.1 Floor & Low Roof Framing, with attached
D. Replace Sheet S3.0 Foundation Details, with attached
End of Addendum #1
KEYNOTES:1. 3
8" THICK SHEAR PLATE2. HORIZONTAL SHORT SLOTTED HOLES AT
3" O.C. MIN IN EITHER BEAM OR SHEARPLATE PER AISC SPEC
3. 12" CLEAR TO FACE OF SUPPORTING
MEMBER (TYP)4. AISC MIN EDGE DISTANCE
NOTE:A. TYP CONNECTION CONSISTS OF ONE
SHEAR PLATE WITH 3 4"Ø A325N BOLTS,SEE SCHEDULE
C. MAINTAIN BOLT SPACING AND EDGEDISTANCES PER AISC SPEC
3
44
2
41 1
2"MAX
"D"
3
44
2
4
T19 TYPICAL SHEAR PLATE CONNECTION DETAILTD_SF01 NO SCALE
T24 TYPICAL INTERIOR STEEL STUD WALL (NON-BEARING)TD_SF09 NO SCALE
B OPTION B
1
1"M
ING
AP
2
3
1
1"M
ING
AP
2
3
A OPTION A
KEYNOTES:1. STEEL STUD, SEE PLAN2. STEEL ROOF OR FLOOR DECK3. CONT SLOTTED TRACK 362T250-30 OR
600T250-30 W/ #10 SCREWS EACH SIDEOF STUD, FOR STEEL DECKATTACHMENT USE #10 SCREWS OR HILTIX-U SHOT PIN AT 32" O.C.
KEYNOTES:1. MASONRY WALL2. CONTROL JOINT3. CONTROL JOINT MATERIAL PER ARCHITECTURAL
DRAWINGS AND SPECIFICATIONS4. (1) VERTICAL BAR EACH SIDE IN SOLID GROUTED
CELLS TO MATCH VERTICAL WALL REINFORCING5. #3x36" LONG (18" EACH LEG) HAIRPIN AT
HORIZONTAL BAR SPACING6. TYPICAL HORIZONTAL BAR, SEE PLAN7. MASONRY PILASTER8. MASONRY PILASTER REINFORCEMENT PER PLAN9. 1
2" x 8" LONG SMOOTH DOWEL AT 48" O.C.
NOTE:A. BOND BEAM BARS AT FLOOR AND ROOF LINES
SHALL RUN CONTINUOUS THROUGH CONTROLJOINT
6
4
4
5
5
6
6
A
PLANA
T17 CONTROL JOINT IN MASONRY WALL NO SCALE
1
3
2
T16 TYPICAL MASONRY WALL REINFORCING AROUND OPENINGS - ELEVATIONTD_CM08 NO SCALE
KEYNOTES:1. 8" DEEP BOND BEAM W/ (1) #5
CONTINUOUS AT TOP OF PARAPET2. ROOF LINE3. 16" DEEP BOND BEAM W/ (2) #5
CONTINUOUS AT ROOF AND FLOORLINES
4. PROVIDE 90° STANDARD HOOK WHERELINTEL REINFORCING EXTENDS LESSTHAN 24" BEYOND OPENING
5. TYPICAL CORNER OR JAMB VERTICALBARS
6. PROVIDE (1) #5 HORIZONTAL BARBELOW OPENINGS
7. TYPICAL WALL REINFORCING, SEE PLAN8. FOUNDATION VERTICAL DOWEL, MATCH
ALL VERTICAL WALL REINFORCING9. LINTEL REINFORCING, SEE PLAN10. FULL HEIGHT VERTICAL JAMB
REINFORCING, SEE PLAN11. SEE TYPICAL MASONRY LINTEL DETAIL12. SEE TYPICAL MASONRY JAMB DETAIL
NOTE:A. GROUT ALL CELLS CONTAINING
REINFORCING. SEE PLAN FOR LOCATIONOF WALLS REQUIRING FULL GROUTING
B. SPECIAL INSPECTION REQUIRED, SEE GSNC. SEE PLAN AND CORRESPONDING DETAILS
FOR LINTEL AND JAMB REINFORCINGREQUIREMENTS
OPEN
OPEN
24"MIN TYP
24"MIN TYP
1
10
9
4
6
2
5
8
MIN
LA
P
12
11
11
12
TYP3/16
CROSS BRIDGING
HORIZONTAL BRIDGING
KEYNOTES:1. MASONRY WALL, SEE PLAN2. L3x3x1
4" ANGLE TO RECEIVE BRIDGINGW/ (1) 5 8"Øx6" LONG TITEN HD
3. STEEL JOIST, SEE PLAN
3
2
1
3/16
TYP3/16
3/16
1
3
2
T18 TYPICAL JOIST BRIDGING AT MASONRY WALLTD_CM11 NO SCALE
NOMINAL BEAMDEPTH "D" NUMBER OF BOLTS IN ROW
UP TO 7" (2) 3 4"Ø
8" TO 10" (2) 3 4"Ø
12" TO 14" (3) 3 4"Ø
16" (4) 3 4"Ø
18" (4) 3 4"Ø
21" (5) 3 4"Ø
24" (6) 3 4"Ø
27" (7) 3 4"Ø
30" (8) 3 4"Ø
33" (9) 3 4"Ø
36" (10) 3 4"Ø
5/165/16
5/165/16
T23 TYPICAL OPENING IN STEEL DECK NO SCALE
KEYNOTES:1. 11
2x3"x18 STEEL TUBE
2. WEBS OF STEEL DECKING (TYP)3. #4 x 42"LONG REBAR AT CORNERS OF
OPENING4. STRUCTURAL FRAMING BELOW, SEE
PLANS5. WELD AT CENTER OF EACH UPPER FLUTE
BEYOND OPENING (TYP)6. ADJACENT TO EACH CUT WEB (TYP)
NOTE:A. TUBES SHALL BE PLACED ON TOP OF THE
DECK.B. OPENINGS MAYBE SQUARE OR
RECTANGULAR NOT TO EXCEED 24" INLENGTH IN EITHER DIRECTION.
C. IF THE OPENING OR GROUP OF OPENINGSOCCURS IN ONE DECK UNIT, THE OPENINGOR OPENING GROUP MAY BE CUT BEFOREPOURING CONCRETE, BUT IT MAY BEPREFERABLE TO FORM OPENING WITHPOUR STOPS AND CUT THE DECK AFTERCONCRETE HAS CURED.
D. IF THE OPENING OR GROUP OF OPENINGSCUTS THROUGH TWO DECK UNITS, THEDECK SHALL NOT BE CUT UNTILCONCRETE HAS BEEN PLACED ANDCURED. AT THE TIME OF POURING,SUITABLE SLEEVES OR BULKHEADSSHALL BE PLACED AROUND THE OPENING.
1
OPEN
1
3
4
4
(3) F
LUTE
S24
" MA
X(3
) FLU
TES
2
1/8 1/21/21/8
6
1/8 15
1/8 1
T25 TYPICAL PIPE SLEEVE THROUGH ROOF DECKTD_SF11 NO SCALE
PLAN VIEW
KEYNOTES:1. PIPE SLEEVE2. 18 GA PLATE W/ #10 SHEET METAL
SCREWS AT 6' O.C., EACH WAY3. METAL ROOF DECK, SEE PLAN
12" SQR < 4"Ø
24" SQR < 8"Ø36" SQR < 12"Ø
1
23
2
3/16
23
4
5
5
1
1
KEYNOTES:1. ADDITIONAL MEMBER WHEN LOAD IS
MORE THAN 4" FROM PANEL POINT2. STEEL JOIST, SEE PLAN3. STEEL ANGLE, L2x2x3
16 EACH SIDE,FROM TOP CHORD TO NEARESTBOTTOM CHORD PANEL POINT
4. STEEL ANGLE L2x2x316 EACH SIDE FROM
BOTTOM CHORD TO NEAREST TOPCHORD PANEL POINT-FORCONCENTRATED LOAD AT BOTTOMCHORD
5. CONCENTRATED LOAD
NOTE:A. PROVIDE THIS DETAIL WHEN
CONCENTRATED LOAD EXCEEDS100 LBS. - NOTIFY ENGINEERWHEN LOAD EXCEEDS 400 LBS.
TYP
TYP3/16
T26 TYPICAL JOIST REINFORCEMENT AT CONCENTRATED LOADSTD_SF14 NO SCALE
T22 TYPICAL SMALL OPENING IN STEEL DECKTD_SF10 NO SCALE
1/8
OPEN
WEB RIB
RIB
KEYNOTES:1. STEEL DECK, SEE PLAN2. ANGLE SUPPORT L2x2x3
16" BELOW DECK,ANGLE MAY BE PLACED ON TOP OF DECKW/ PRIOR APPROVAL OF ARCHITECT
3. WELD 2" AT EACH RIB, TYPICAL
NOTE:A. AN OPENING WHICH CUTS ONE WEB (4"
MAX DIMENSION PERPENDICULAR TORIBS), MAY BE CUT IN DECK WITHOUT ANYSPECIAL REINFORCING.
B. AN OPENING WHICH CUTS TWO WEBS (8"MAX DIMENSION PERPENDICULAR TORIBS), WILL REQUIRE ANGLE SUPPORTSHOWN ABOVE.
C. ANY OPENING WHICH CUTS MORE THANTWO WEBS, SEE TYPICAL OPENING INSTEEL DECK DETAIL.
A
3
SECTIONA TYPICAL DECK SECTION
22
1
1
2
3/16TYP
TYP 3/16
1/4"±
KEYNOTES:1. ROOF FRAMING MEMBER2. ANGLE 4"x4"x1
4"3. FACE OF FRAMING MEMBER
1
1
2
3
2
5'-0
"M
AX
4'-0"MAX
6'-6
"M
AX
TYP 3/16
T21 PLAN - TYPICAL OPENING IN ROOF FRAMINGTD_SF19 NO SCALE
OPEN
T20 TYPICAL STEEL JOIST ATTACHMENT NO SCALE
KEYNOTES:1. STEEL JOIST, SEE PLAN2. FOR 'K' JOIST PROVIDE 18" WELD, FOR
"LH" AND "DLH" PROVIDE 14' WELD.3. BASE PLATE OR STEEL FRAMING, SEE
PLAN4. WELD PER PLAN
1
2
3
44
7
188
3
9
2
PROFESSIONA
LEN
G I NEER
S TATE
OF
IDAHO
A
3/1/
19
1413
4
D
VI D
B.
PORTER
LICEN
SED
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
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PROJECT MANAGER: CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
DMLDBPIF18-316
1
2
9'-8"
6'-4"
2'-0"
11'-4"
6'-0"
17'-4"
41'-4"
24'-0"
3'-1" 6'-4" 12'-7"
8'-734"
11'-4
"
FIELD
VERIFY
7 12 "3'-4"
24'-4"
3'-4"1'-4"
13'-0"
8"
89'-0
1
2
"
76'-0"
3'-4"
6'-8"
6'-8"
72'-4
"
100'-
8"
10'-4
"
18'-0
"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
4'-4"
6'-8"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
12'-0
"
2'-8"
6'-4
1
2"
2'-1
14
"
37'-4"
FIELD VERIFY
3'-4"
111
4
"
5'-4"
6'-4"
52'-8"
6'-4"
5'-4"
8"
8"
22'-4
1 2"
11'-0
"
12'-2 12 "
4'-4 34 "
6'-4"
1'-5 3
4 "
13'-4
1 4"
10'-81
4
"
4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)
PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIME
FINISH FLOOR = 100'-0"
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)
PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIME
FINISH FLOOR = 86'-0"
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE W/#3 AT 18" O.C. EACH WAYCENTERED IN SLAB THICKNESSOVER COMPACTED FILL.(SEE GSN)
PROVIDE SLAB JOINTS PERTYPICAL DETAIL WITHIN 16 HOURSOF BATCH TIME
FINISH FLOOR = 100'-0"
CONCRETE SLAB ON GRADE
RWF84
/ CW
3
WF30
/ CW
1
RWF48 / CW
2
WF24
/ CW
1
WF24
/ CW
1
WF24 / CW
1
WF24 / CW1
RWF54
/ CW
3
WF24 / CW
1
RWF48 / W
1
WF24 / CW
1
WF24 / CW
1
WF30 / CW
2
RWF66 / CW
2
WF2
4 / C
W1
WF2
4 / C
W1
WF24 / CW
1 WF24
/ CW
1
WF18
/ MW
4
WF18
/ MW
4
7'-4"
2'-8"
12'-0"
2'-8"
12'-0"
2'-8"
12'-0"
2'-8"
12'-0"
2'-8"
7'-4"
5'-8
34
"
12'-3
14
"
6'-3 3
4 "5'-
113
4"
10'-8
1
2"
11'-7
12
"
5'-0 1
4 "
6'-0"
103
103
TYP115
TYP104
TYP101
103
8"
WF24 / CW
1
CW4
CW
4
1
114
112102TYP
115
WF24 / CW
1
TYP115
109
106
105
106
102
102
111
113
111
108
108
109
110
101
106
TYP101103
SIM107
107
RWF48 / CW
2
2
2
2
2
2
2
2
2
2
TYP116
TYP116
115
WF18 / MW
4
2'-0"
5'-4 12 "
6'-5 12 "
1'-11 12 "
3'-41
2
"
SC1F30
SC1F30
3'-4"
8'-0"
1'-10"
F30
F30
3TYP
3TYP
3TYP
3TYP
22'-0"
1
1
1
1
1
1
1
1
1
1
1
1
1
TYP117
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJCJ
CJ
CJ
CJ
CJ
CJ
SC1
F30
SC1F30
F30F30
8'-0"
3'-4"
8"
11'-6
12
"5
12
"
4'-6"
3'-4 12 "
4'-6"
5'-6 1
4 "
2'-0
12
"
71
2"
3'-2"
8'-10
"
2
SCALE:
FOUNDATION PLAN1/8" = 1'-0"
PROFESSIONA
LEN
G I NEER
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OF
IDAHO
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19
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B.
PORTER
LICEN
SED
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.
C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N.IS A MINIMUM. FOUNDATION CONTRACTOR SHALLCOORDINATE WITH THE SOILS REPORT AND OTHER TRADESTO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THEWORK. SEE TYPICAL DETAILS FOR ADDITIONALREQUIREMENTS.
D. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.
E. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.
F. CW1, MW3, ETC. - AS SHOWN ON PLAN INDICATES CONCRETEOR MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONALINFORMATION.
G. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES ACONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FORADDITIONAL INFORMATION.
H. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETEFOOTING. SEE FOOTING SCHEDULE FOR ADDITIONALINFORMATION.
I. RWF36, RWF42, ETC. - AS SHOWN ON PLAN INDICATES ACONTINUOUS RETAINING WALL FOOTING. SEE FOOTINGSCHEDULE FOR ADDITIONAL INFORMATION.
J. ALL MASONRY JAMBS ADJACENT TO OPENINGS SHALL BE MJ1.SEE JAMB SCHEDULE FOR MORE INFORMATION.
K. CJ - AS SHOWN ON PLAN INDICATES A CONTROL JOINT IN AMASONRY WALL (ABOVE).
L. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEELCOLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONALINFORMATION. COLUMNS START AT THE LEVEL THEY ARECALLED OUT ON.
M. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/ORRAISED SLABS WITH ARCHITECTURAL DRAWINGS.
N. FOR SIDEWALK AND LANDING LOCATIONS, SEEARCHITECTURAL DRAWINGS.
FOUNDATION PLAN NOTESFOOTING SCHEDULE
NOTES:1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).
MARK LENGTH WIDTH THICKNESS FOOTING REINFORCING REMARKS
F3030" 30" 10" (3) #4 EACH WAY
BOTTOM ---
WF18CONT 18" 10" (2) #4 CONT BOTTOM ---
WF24
CONT 24" 12" (2) #4 CONT BOTTOM ---
WF30CONT 30" 12" (3) #4 CONT BOTTOM ---
RWF48CONT 48" 14"
(4) #4 CONT W/ #4 AT 18" O.C.TRANSVERSE, TOP & BOTTOM
SEE DETAIL FOR FOOTINGDOWEL SIZE AND SPACING
RWF54CONT 54" 14"
(4) #5 CONT W/ #5 AT 18" O.C.TRANSVERSE, TOP & BOTTOM
SEE DETAIL FOR FOOTINGDOWEL SIZE AND SPACING
RWF66CONT 66" 14"
(4) #5 CONT W/ #5 AT 18" O.C.TRANSVERSE, TOP & BOTTOM
SEE DETAIL FOR FOOTINGDOWEL SIZE AND SPACING
RWF84CONT 84" 16" (6) #5 CONT W/ #5 AT 18" O.C.
TRANSVERSE, TOP & BOTTOMSEE DETAIL FOR FOOTINGDOWEL SIZE AND SPACING
WALL (W) SCHEDULE
MARK THICKNESSAND TYPE
VERTICALREINFORCING
HORIZONTALREINFORCING REMARKS
CW18" CONCRETE #4 AT 18" O.C. #4 AT 12" O.C. ---
CW2
12"CONCRETE
#5 AT 18" O.C.,EACH FACE
#5 AT 14" O.C.,EACH FACE
SEE DETAIL FORFOOTING DOWEL SIZE
AND SPACING
CW3
14"CONCRETE
#5 AT 12" O.C.,EACH FACE
#5 AT 12" O.C.,EACH FACE
SEE DETAIL FORFOOTING DOWEL SIZE
AND SPACING
CW46" CONCRETE #4 AT 18" O.C. #4 AT 18" O.C. ---
MW38" MASONRY #5 AT 32" O.C. #5 AT 48" O.C. SOLID GROUTED
MW48" MASONRY #5 AT 32" O.C. #5 AT 48" O.C. PARTIALLY GROUTED
JRW
& A
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. DR
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PROJECT MANAGER: CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
DMLDBPIF18-316
1. RECESS SLAB ON GRADE 3" FOR FUTURE LIFT, SEE 'TYPICALCONCRETE SLAB STEP' DETAIL
2. STEP CONCRETE FOOTING AS REQUIRED, SEE 'TYPICAL STEPIN CONCRETE FOOTING' DETAIL, COORDINATE STEP LOCATIONW/ FINISH GRADE TO MAINTAIN ADEQUATE FROST PROTECTION
3. PROVIDE V-GROOVE REVEAL (3 4" MAX DEPTH) IN CONCRETEWALL, SEE ARCH DRAWINGS FOR DETAIL AND LOCATIONS
PLAN KEYNOTESX
JAMB (J) SCHEDULE
SEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATION
MARK REBAR ANDQUANTITIES TYPE LENGTH REMARKS
MJ1
(2) #5 A 16" REBAR CENTERED
STEEL COLUMN (SC) SCHEDULE
MARK SIZE BASE CONNECTION
SC1 HSS4x4x14
12"x10"x10" PLATE W/ (4) 3 4"Ø
ANCHOR BOLTS W/ 8"MINIMUM EMBEDMENT
1
1
1
1
2
B3
B3
OPEN
MW4
MW4
ML2
MW4
MW4
MW3
MW3
MW4
MW4 MW
4
MW4
MW4
ML2
MW4
ML1
MW3
ML1
ML2
MW4
ML2
MW4
ML2
MW4ML1
MW
4
MW3
C12x20.7C12x20.7C12x20.7MC12x10.6
MC12x10.6
4'-10
14
"
4'-1
34
"
4'-1
3 4"
4'-10
1
4
"
5'-2"
5'-10
12
"
MW4
ML1
ML1
ML1
ML3
MW
4
P2
B2
B1 P2P1
P1
2
1
1
WJ1
WJ1
WJ1
WJ1
WJ1
TYPICAL FLOOR SHEATHING:3/4" APA RATED FLOOR SHEATHING W/10d COMMON NAILS AT 6" O.C. AT PANELEDGES / BOUNDARY AND AT 12" O.C. INTHE FIELD.
15/32" APA RATED ROOF SHEATHINGW/ 8d COMMON NAILS AT 6" O.C. ATPANEL EDGES / BOUNDARY AND AT 12"O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
5" THICK (TOTAL THICKNESS) NORMAL WEIGHTCONCRETE TOPPING W/ #3 AT 18" O.C.CENTERED IN SLAB OVER 20 GA. VERCOB-FORMLOCK STEEL DECKATTACH DECK W/ HILTI X-ENP-19 FASTENERSAT 36/4 PATTERN AND VSC2 AT 12" O.C. SIDELAP CONNECTION
TOP OF CONCRETE = 100'-0"
OPEN
C12x20.7
OPENMC12x10.6
P1 W/(2) KS
B1
3 TYP
W10x33
OPENML1
ML1
20 GAGE VERCO PLB STEEL DECK W/HILTI HSN-24 PINS AT 36/4 AND VSC2AT 24" O.C. SIDE LAP CONNECTION
DECK BEARING ELEVATION = 111'-3"
208
208209
209
206
220
218
206
221
206
217
214
214215
215214
SIM215
210
SIM215
216
214
208
211
OPP213
213
207
206
219
HIGH212
P1 W/(2) KS
SIM205
C8x11
.5
C8x11
.5
C8x11.5
5
5
5
ML1
4
ML4
ML1
5" THICK (TOTAL THICKNESS) NORMAL WEIGHTCONCRETE TOPPING W/ #3 AT 18" O.C.CENTERED IN SLAB OVER 20 GA. VERCOB-FORMLOCK STEEL DECKATTACH DECK W/ HILTI X-ENP-19 FASTENERSAT 36/4 PATTERN AND VSC2 AT 12" O.C. SIDELAP CONNECTION
TOP OF CONCRETE = 100'-0"
C8x11.5
1
1
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJCJ
CJ
CJ
CJ
CJ
CJ
C8x11.5
C8x11.5C8x
11.5
5
C8x11
.5
5" THICK (TOTAL THICKNESS) NORMAL WEIGHTCONCRETE TOPPING W/ #3 AT 18" O.C.CENTERED IN SLAB OVER 20 GA. VERCOB-FORMLOCK STEEL DECKATTACH DECK W/ HILTI X-ENP-19 FASTENERSAT 36/4 PATTERN AND VSC2 AT 12" O.C. SIDELAP CONNECTION
TOP OF CONCRETE = 100'-0"
ML2
2
PROFESSIONA
LEN
G I NEER
S TATE
OF
IDAHO
A
3/1/
19
1413
4
D
VI D
B.
PORTER
LICEN
SED
FLOOR FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.
B. VERIFY TOP OF STEEL W/ ARCHITECTURAL DRAWINGS.
C. ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.
D. WALLS WITH SOLID LINES DESIGNATEDSTRUCTURAL (BEARING) WALLS.
E. WALLS WITH DASHED LINES DESIGNATENON-STRUCTURAL (NON-BEARING) WALLS.
F. WALLS WITH SOLID LINES AND HATCHDESIGNATE MASONRY WALLS.
G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM ORHEADER. SEE BEAM SCHEDULE FOR ADDITIONALINFORMATION.
H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOODJOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONALINFORMATION.
I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION.
J. CW1, MW3, ETC. - AS SHOWN ON PLAN INDICATESCONCRETE OR MASONRY WALLS. SEE WALL SCHEDULEFOR ADDITIONAL INFORMATION.
K. ML1, ML2, ETC. - AS SHOWN ON PLAN INDICATES ACONCRETE OR MASONRY LINTEL. SEE LINTEL SCHEDULEFOR ADDITIONAL INFORMATION.
L. ALL MASONRY JAMBS ADJACENT TO OPENINGS SHALL BEMJ1. SEE JAMB SCHEDULE FOR MORE INFORMATION.
M. CJ - AS SHOWN ON PLAN INDICATES A CONTROL JOINT IN AMASONRY WALL. SEE GSN AND TYPICAL DETAIL. JOINTSMAY BE SHOWN, BUT NOT NOTED ON THIS PLAN.
N. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OFFRAMING CONDITION.
O. CONTRACTOR TO VERIFY AND BE RESPONSIBLE FORVARIATIONS IN CONCRETE QUANTITY DUE TO CAMBER,CONSTRUCTION DEAD LOAD DEFLECTIONS AND/ORSTRUCTURAL STEEL TOLERANCES OF STEEL BEAMS ANDSTEEL DECK.
P. FOR CLARITY, ALL FLOOR OPENINGS MAY NOT BE SHOWNON THE FLOOR FRAMING PLAN. FOR EXACT SIZE, NUMBERAND LOCATION OF OPENINGS, SEE ARCHITECTURAL,MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS.
LINTEL (L) SCHEDULE
MARK SIZE REINFORCING STIRRUP
ML124" DEEP (1) #5 TOP & BOTTOM NA
ML240" DEEP (1) #5 TOP & BOTTOM NA
ML380" DEEP (2) #5 TOP & BOTTOM #4 AT 8" O.C.
ML432" DEEP (2) #6 TOP & BOTTOM #4 AT 8" O.C.
1. WOOD BEARING WALL ADJACENT TO EXISTING STRUCTURE,FRAME W/ 2x6 STUDS AT 16" O.C.
2. NEW DOOR OPENING IN EXISTING WALL
3. SIMPSON HUC412 HANGER W/ (22) TTN25234H SCREWS INTOMASONRY
4. INFILL EXISTING OPENING W/ 2x6 STUDS AT 16" O.C.
5. STEEL STAIRS, USE HSS12x2x316 STRINGERS. FABRICATOR TO
SUBMIT STAIR SYSTEM DETAILS FOR ENGINEER OF RECORD(E.O.R.). E.O.R. WILL VERIFY MEMBERS AND CONNECTIONSHAVE ADEQUATE CAPACITY
PLAN KEYNOTESX
WALL (W) SCHEDULE
MARK THICKNESSAND TYPE
VERTICALREINFORCING
HORIZONTALREINFORCING REMARKS
CW18" CONCRETE #4 AT 18" O.C. #4 AT 12" O.C. ---
CW2
12"CONCRETE
#5 AT 18" O.C.,EACH FACE
#5 AT 14" O.C.,EACH FACE
SEE DETAIL FORFOOTING DOWEL SIZE
AND SPACING
CW3
14"CONCRETE
#5 AT 12" O.C.,EACH FACE
#5 AT 12" O.C.,EACH FACE
SEE DETAIL FORFOOTING DOWEL SIZE
AND SPACING
CW46" CONCRETE #4 AT 18" O.C. #4 AT 18" O.C. ---
MW38" MASONRY #5 AT 32" O.C. #5 AT 48" O.C. SOLID GROUTED
MW48" MASONRY #5 AT 32" O.C. #5 AT 48" O.C. PARTIALLY GROUTED
JAMB (J) SCHEDULE
SEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATION
MARK REBAR ANDQUANTITIES TYPE LENGTH REMARKS
MJ1
(2) #5 A 16" REBAR CENTERED
JRW
& A
SS
OC
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S, P
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S, D
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T A
RE
PR
OH
IBIT
ED
PROJECT MANAGER: CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
DMLDBPIF18-316
SCALE:
LOWER FLOOR FRAMING PLAN1/8" = 1'-0"
WOOD JOIST ( ) SCHEDULE
MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER
WJ1117
8" TJI 210 AT 16" O.C.
IUS2.06/11.88SUR2.1/11.88SUL2.1/11.88
(SKEWED 45°)
ITS2.06/11.88
WJ
BEAM (B) SCHEDULE
MARK SIZE
B1
(3) 134x91
2 LVL
B2
(3) 134x16 LVL
B3
(2) 134x117
8 LVL
POST (P) SCHEDULE
NOTES:1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.
MARK SIZE SPECIES AND GRADE CONNECTION
P1
(2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2
(3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
1
1
SCALE:
FLOOR & LOW ROOF FRAMING PLANS1/8" = 1'-0"
1
2
101 MASONRY WALL AT FOUNDATIONNO SCALE
KEYNOTES:1. MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICAL
WALL REINFORCING3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE WALL, SEE PLAN5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN7. MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH9. RIDGED INSULATION, SEE ARCH
3"CLR
3" CLR
LAP
PE
RG
SN
LAP
PE
RTY
PIC
AL
DE
TAIL
8
7
6
8
1
2
5
4
3
102 MASONRY WALL AT FOUNDATIONNO SCALE
3"CLR
3" CLR
2
1
4
3
5
6" M
IN
KEYNOTES:1. MASONRY WALL, SEE PLAN2. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE FOOTING, SEE PLAN5. DOWEL TO MATCH VERTICAL
MASONRY WALL REINFORCING SIZEAND SPACING, EPOXY DOWEL ATFOOTING
LAP
PE
RG
SN
KEYNOTES:1. WALL BEYOND, SEE PLAN2. #4 BENT DOWEL AT 18" O.C.
3. CONCRETE SLAB ON GRADE, SEEPLAN
4. CONCRETE WALL, SEE PLAN5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN7. MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH9. RIDGED INSULATION, SEE ARCH
3"CLR
3" CLR
18"
18"
8
7
6
8
5
4
3
1
2
103 CONCRETE SLAB AT FOUNDATIONNO SCALE
9
9
4
104 MASONRY PILASTER AT FOUNDATION NO SCALE
KEYNOTES:1. MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICAL
WALL REINFORCING3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE WALL BEYOND , SEE
PLAN, CONTINUE HORIZONTALREINFORCING THROUGH PIER
5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN7. MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH9. RIDGED INSULATION, SEE ARCH10. 16" x 32" CONCRETE PIER W/ (8) #5
HOOKED DOWELS11. SOLID GROUTED MASONRY
PILASTER, SEE PLAN12. (8) #5 FULL HEIGHT VERTICAL
DOWELS, (1) #5 BAR IN EACH CELL13. #3 TIES AT 24" O.C.14. #4 BENT DOWEL AT 12" O.C.15. CONCRETE WALL, SEE PLAN16. SMOOTH DOWEL WHERE CONTROL
JOINT OCCURS, SEE PLAN ANDTYPICAL DETAIL
3"CLR
3" CLR
LAP
PE
RG
SN
LAP
PE
RTY
PIC
AL
DE
TAIL
8
7
6
8
1
2
5
3
9
ASECTIONA
11
10
1
12
13
11
106 MASONRY WALL AT EXISTING STRUCTURE NO SCALE
LAP
PE
RG
SN
LAP
PE
RTY
PIC
AL
DE
TAIL
1
2
3
5
9
8
73"CLR
3" CLR
6
4
KEYNOTES:1. MASONRY WALL, SEE PLAN2. DOWEL TO MATCH VERTICAL WALL
REINFORCING3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE WALL, SEE PLAN5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN7. #4 DOWEL AT 18" O.C., EPOXY INTO
EXISTING FOOTING W/ 6" MINEMBEDMENT
8. EPOXY VERTICAL WALLREINFORCEMENT INTO EXISTINGFOOTING W/ 6" MIN EMBEDMENT
9. EXISTING STRUCTURE AS OCCURS
105 CONCRETE SLAB ON GRADE AT EXISTING STRUCTURE NO SCALE
2
3
1
53"CLR
3" CLR
4
KEYNOTES:1. EXISTING STRUCTURE AS OCCURS2. CONCRETE SLAB ON GRADE, SEE
PLAN3. CONCRETE FOOTING, SEE PLAN4. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN5. #4 DOWEL AT 18" O.C., EPOXY INTO
EXISTING FOOTING W/ 6" MINEMBEDMENT
6. WALL BEYOND, SEE PLAN7. #4 BENT DOWEL AT 18" O.C.
8. EPOXY VERTICAL WALLREINFORCEMENT INTO EXISTINGFOOTING W/ 6" MIN EMBEDMENT
9. CONCRETE WALL, SEE PLAN
SECTIONB
B
2'-0
" LA
P
10
14
14
15
15
6
7
8
9
18"18"
KEYNOTES:1. WOOD STUD WALL, SEE PLAN2. CONT 2x PT SOLE PLATE W/ 0.145"Ø
MIN SHOT PIN AT 16" O.C.3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE WALL, SEE PLAN5. EXISTING STRUCTURE AS OCCURS6. EPOXY VERTICAL WALL
REINFORCEMENT INTO EXISTINGFOOTING W/ 6" MIN EMBEDMENT
107 WOOD STUD WALL AT EXISTING FOUNDATIONNO SCALE
1
2
4
3
6
5
108 MASONRY WALL AT FOUNDATIONNO SCALE
KEYNOTES:1. MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICAL
WALL REINFORCING3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE WALL, SEE PLAN5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN7. MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH9. RIDGED INSULATION, SEE ARCH10. #4 BENT DOWEL AT 18" O.C.
11. 4x6 BLOCK-OUT IN CONCRETE WALLFOR SLAB POUR-OVER
3"CLR
3" CLR
LAP
PE
RG
SN
LAP
PE
RTY
PIC
AL
DE
TAIL
8
7
6
1
2
5
4
3
9
30"18"
10
11
109 MASONRY WALL AT FOUNDATIONNO SCALE
KEYNOTES:1. MASONRY WALL, SEE PLAN2. #5 DOWEL TO MATCH VERTICAL
WALL REINFORCING3. CONCRETE SLAB ON GRADE, SEE
PLAN4. CONCRETE WALL, SEE PLAN5. CONCRETE FOOTING, SEE PLAN6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN7. MINIMUM FOOTING DEPTH, SEE GSN8. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH9. RIDGED INSULATION, SEE ARCH10. #4 BENT DOWEL AT 18" O.C.
11. 4x6 BLOCK-OUT IN CONCRETE WALLFOR SLAB POUR-OVER
12. #5 BENT DOWEL AT 9" O.C.
13. VERTICAL DOWEL TO MATCHSPACING AND SIZE OF WALLREINFORCEMENT
3"CLR
3" CLR
LAP
PE
RG
SN
LAP
PE
RTY
PIC
AL
DE
TAIL
8
7
6
1
2
5
4
3
9
30"18"
10
11
LAP
PE
RTY
PIC
AL
DE
TAIL
18"54"
12
13
112" CLR(TYP)
LAP
PE
RTY
PIC
AL
DE
TAIL
16
2
PROFESSIONA
LEN
G I NEER
S TATE
OF
IDAHO
A
3/1/
19
1413
4
D
VI D
B.
PORTER
LICEN
SED
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
JRW
& A
SS
OC
IATE
S, P
LLC
. DR
AW
ING
S A
ND
DE
SIG
NS
AR
E P
RO
TEC
TED
BY
CO
PY
RIG
HT
AN
D T
HE
AR
CH
ITE
CT
RE
TAIN
S T
OTA
L O
WN
ER
SH
IP A
ND
CO
NTR
OL.
AN
Y U
NA
UTH
OR
IZE
D U
SE
OF
DR
AW
ING
S, D
ES
IGN
S O
R ID
EA
S W
ITH
OU
T W
RIT
TEN
CO
NS
EN
T O
F TH
E A
RC
HIT
EC
T A
RE
PR
OH
IBIT
ED
PROJECT MANAGER: CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and sitespecifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
LANDSCAPE ARCHITECT
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
DMLDBPIF18-316
2