HomeMy WebLinkAboutPLANS 2 - 97-00001 - Sears - Retail StoresGENERAL FOUNDATION NOTES AND CONCRETE DETAILS
CERTIFICATION AND SCHEDULE OF DRAWINGS
1. AMERICAN SUILMNGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION. FLOOR OR SLAB DESIGN OR CONSTRUCTION.
THIS 15 TO CERTIFY THAT ME METAL BUILDING COMPONENTS AND BUILDING SYSTEM
2. ME FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE.
FURNISHED BY A.B.C. AAE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA:
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO
DESIGN LOADS ME: COMBINATIONS ARE:
SHEET NUMBER DATE REV. NO.
RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VAROUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN
LOADS TO BE RESISTED BY THE FOUNDATIONS.
1. 4.0 METAL BU)
DEAL SL + ME
ABC-1 12/04/96 1
4. REINFORCING BARS. WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIEUS RODS AND L OR HAIRPINS (HOOK BARB) SHOULD BE INCORPORATED ILEV M
REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WIN MPUGBLE VERTICAL REACTIONS,
MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS.
2. 2.0 PSF COLLATERAL DEA j
3. 35.0 PSF ROOF LIVE LOAD �AY �iC� SL + WL
, t'
a. 35.0 PSF FRAME LIVE LOA[ + 0.5 WL
ABC-1 12/04/96 0
ABI-AB2 12/03/96 1
5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED. THE FILL MUST BE PROPERLY COMPACTED
OR THE FOOTING $HALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE.
6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SUB.
5. 50.0 PSF GROUND SNOW L
6. 35.0 PSF ROOF SNOW LOAFJ _G. i p/Q
7. 80.0 MPH WIND SPEED (EXT F�W�
ESI-ES6 12/03/96 D
ES7-ES9 12/04/96 0
T. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE
B. 3 SEISMIC ZONE. SZ
t1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDMOUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A SI/8 INCH TOLERANCE.
9'
8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
STRENGTH OF 2500 P.S.I. AT 28 DAYS.
p.
tt '
p I ' p �L n
l� Y L
9. UNLESS EXPUCITLY NOTED OTHERWISE. ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS). OTHER MATERIALS, AND LABOR
12
SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR.
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR. INCLUDING PROJECTION FROM CONCRETE. DIAMETER AND GUMMY.
11. ME EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY Of THE FOUNDATION DESIGNER. THE FRAME REACTIONS
ARE CONSIDERED THE MINIMUM LOADS i0 BE DEVELOPED.
NOTE ROOF DESIGN IS BLED ON THE URGER ROOF LIVE LOAD OCCUPANCY IMPORTANCE FACTORS
OR ROOF SNOW LOAD. WIND: 1.00
SNOW: 1.00
5 I 5 4
12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER i0 CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES
GIVEN IN THE ASC MANUAL OF STEEL CONSTRUCTION.
SEISMIC: 1.00
THESE DESIGN LOADS AND COMBINATIONS ME APPLIED IN ACCORDANCE WITH THE FOLLOWING
13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS
LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE
BUILDING CODE.
PROJECTION, PROJECTING THREADS SHOULD BE CREASED OR OTHERWISE PROTECTED PRIOR i0 COLUMN ERECTION.
UNIFORM BUILDING LODE. 1994 EDITION
14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND
ENOWALL FRAMING ME DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PIAN.
r
FINISH
FLOOR
1/2' m ANCHOR BOLTS % S 7H
BASE ANGLE FASTENER (SEE NOTES #13 & #14)
SNOT BY A.B.C.)
PASE ANGLE (MINIMUM 1/4" 0 CONCRETE B'
ANCHOR BOLT 5'-0' O.C.NOT
MAXIMUM SPACING OR
THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS
MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS COORS. WINDOWS. LOWERS.
TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ME OTHER PARTS OF THE PROJECT
PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS . MECHANICAL
EOUAL BY OTHERS) M
EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A
F"jd
PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY ERECTION MANUAL.
THE MBAR MANUAL, LATEST EDITION. AND THE ATTACHED DRAWINGS. THE DRAWINGS LISTED ON THIS
SHEET SHM-L REMAIN WITH AND BECOME PART OF THIS CERTIFICATION.
7 m ANCHOR BOLTSE NOTES #13 & 114)
BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B"
PRODUCT MPROVALS AND CERTIFICATIONS:
(OF TYPICAL OVERHEAD DOOR LAYOUT)
L STANDMD BUILDING CODE - SBCCI #94100. 12 BASIC STYLES.
2. UNIFORM BUILDING CODE (ICSO) - # FA-28S-CARSON CITY, NEVADA PLANT.
3. INDIANA - 12 BASIC STYLES M BELOW.
BASIC MATERIAL SPECIFICATIONS
o. M-190860 - SSF
b. M-190857 - LRF, RF, LRF-M
c M-19085E - LEE, LSS-M
PRIMARY DEMNG STEEL
V. M-190863 - LT
STEEL FOR HOT-ROLUO STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF MTM SPECIFICATION A 36.
m. M-190862 GC, LP2. LP4, LP2-M, IP4-M
STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO THE FOLLOWING:
FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS Of ASTM A522 GRACE 50, MTM A607 GRADE 50,
A. WISCONSIN-# 900007-M; 13 BASIC STYLES.
OR ASTM A570 GRACE 50.
STEEL FOR ALL ENOWALL "C SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRACE 55.
5. CITY OF CLEVELAND. CHID DOCKETS 5-52-02.
6. CMADMN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY.
-
SECONDARY FRAMING STEEL
STEEL USED TO FORM PURLINS. GIRTS. EAVE STRUTS AND 'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570. GRADE 55-
2. NSC DUALITY CERTIFICATION, CATEGORY MB.
STEEL USED i0 FORM ZINC-COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A446.
8. PLANT CERTIFICATION Al CARSON CITY FOR CITY OF SEATTLE.
GRADE D AND G 90 COATING DESIGNATION M DESCRIBED IN ASTM A525.
9. PUNT CERTIFICATION AT CARSON CITY FOR OGDEN, UTAN.
ROOF AND WALL PANEL MATERIAL
EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING:
PANEL MATERIAL ASE E. MI SHALL BE 26 GAUGE ZINC-COATED 80.0 (GALVANIZED) STEEL. COALING DESIGNATION C 90. CONFORMING i0 THE REQUIREMENTS
OF ASTM A446 GRADE E. MINIMUM WElO STRESS SHALL BE 80.000 PSI.
PANEL MATERIAL AS SPELInED SHALL BE 24 GAUGE ZINC-COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS
OF ASTM A446 GRADE D. MINIMUM YIELD STRESS SHALL BE 50.000 PSI,
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY-COATED STEEL. COATING DESIGNATION AZ 55, CONFORMING TO THE
10. LONGSPAN PAN - SS 90 U
EL WIND UPLIR CU L 90 CONSTRUCTION N0. 71 AS L15i 0 IN N RWRIi
E UDE ERS
LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY.
11. STANDING SEAM If PANEL WINO UPl1Fi-CLASS 90 (UL 90) CONSTRUCTION N0. 93 AS LISTED IN UNDERWRITERS
LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY
t2. LW-SEAM PANEL WINO UPLIFT-CLASS 90 (UL 90) CONSTRUCTION NOS. 331, 332. AND 336 A5 LISTED IN
R RED PRop
R
GIN FS
(� CF� Seo
g � ANG I SPECTOR V !�
THE CERTIFYING ENGINEER HEREWITH IS NOT THF ENG:.YEER 23 b i
REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 80,000 M.
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM-DNC ALLOY-COATED STEEL, COATING DESIGNATION AZ 55. CONFORMING TO THE
REQUIREMENTS OF ASTM A292. MINIMUM YIELD STRESS SHALL BE 50.000 PSI.
UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY.
13. CITY OF LOS ANGELES FABRICATORS LICENSE 11390 AT CARSON CITY PLANT.
OF RECORD FOR THE OVERALL PROJECT AND IS ZN,r (n
CERTIFYING THAT THE DESIGN OF THE MUAL 3UILC:NG /A
COMPONENTS FURNISHED BY AMERICAN 3UTOINGS COMPANY
SATISFY ME DESIGN REQUIREMENTS SPECKEDABOVE A
AND ON THE AB.C. CONTRACT. THIS CERORGTION 9 •
��
EXCWOES THE ERECTION OF THE STRUCTURE. n MLO:J`
-t
NO.1 REVISIONS I MADE CK'D DATE
ffNOF REVISIONS I MADE CK'D I DATE]FINOEF
REVISIONS MADE CK'D DATE
DRAWING SUBMITTAL
STATUS
DATE
SEARS BRAND CENTRAL
NORTH 2ND EAST
REXBURG, ID
SILVERTREE BUILDERS, INC.
MODESTO �� CALIFORNIA
AMERICAN , BUILDINGSFOR
EDUC.e G -FE 2
[)J FOR CONSTRUCTION
[) OR MPROVAI.
[ ) FOR PER Mrt ONLY
PRELIMINARf
11/20/9
-
NAPPI
1
DRAWING
NUMBER
51229501 ABC-1
RZ
ROOF PANELS
WALK DOORS
ROOF CURB FRAMING
RECENT PRODUCT
REVISIONS
CAGE: COLOR: ALCgi-__
ON 512E TYPE SWING LOCKSET
CLOSER COLOR LINER TRIM
LINER TRIM
SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS
THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN i0 MIS
PLANT WARRANTY:IiQ- WATER TIGHT WARRMtt:1NQ__
COLOR
COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY
SPECIFIC JOB BUT ME NOTEWORTHY PRODUCT CHANGES.
1X 3070 -6070 XM __NL LLIQ
XYES _-NO WHITE _ YES XNO
THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000/.
UL 90 CERTIRCATION:_NQ_�J/�'��
__HG __F2_---
__
()361 kg). THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS
1. THINK SPfEF!!
1_ X }OTO 6070 —M —NL —HG IBQ _PL___
;.YES .ANO WHITE _ AYES Y—NO—_
�_
MUST BE CLEARLY SPECIFIED IN THE ORDER DOCUMENTS.
IF SSII: FIXED CLIP:____ SLIDING CLIP:--
— 3070 6070
_— —M __NL —HC —_
—YES —NO WHITE __YES —NO
____
ON WIDTH LENGTH SLOPED AT RIME
3070 6070 —M —NL —HG —_—
—YES —NO WHITE —YES —NO
WALL PANELS
--- --' ----- --
TYPE:—A2P—__—_ GAGE:36 COLORLAOBGPIL BASE:BA____
FRAMED OPENINGS
ROOF CURBS
PAINT WARRANNv—__
Ott WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM
LINER TRIM LINER TRIM
ON OUTSIDE MON OUTSIDE LENGTH MIN. HT. CAGE COLOR
COLOR
—_—_ —_—__ g (26mm) 18
—YES XNO
X NO
-YES _—_-_
B' (26mm) 18 --- -_
SAVE TREATMEN
–_YES XNO
_YES XNO _-_—
STANDARD GUTTER W/ DOWNSPOUTS MM O.C. (MAX)
----- ---- -- -_YES _NO
-YES __NO
__- ____
SKYLIGHTS / WALL LIGHTS
FLANGE BACK GUTTER W/ MWNSPOUTS MM O.C. (MAX)
-- -__ —NO
__- ____
___YES
-YES __NO ________
TRANSLUCENT SKYLIGHTS Ott:__ SIZE: TRIM:-_-
_JL_ SIMPLE FAVE_nIM
___ _-__ --__ -__ -_YES -_NO
__YES __NO _--
TRANSLUCENT 4' 5 WALL UGHTS Ott:—_
__- DELUXE EAVE TRIM
_- _-__ --__ _____ —YES —NO
__YES -NO
ICE AND SNOW TREATMENT NO:—
-- ----- ------ ------ —YES --NO
-YES -NO ________
FA_E
---YES —NO
__YES __NO
CLEAR CORNER
TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT
-- ----- —YES —NO
TRIM COLORS
-YES __NO
-__ --- YES _NO
-YES __NO _—_—
RAKE TRIM: _140122ILL_ TITTER / EAVE: _9QE!0,"_
____ ___
DOWNSPOUTS:-_-- FRAMES OPENINGS:JQBG&L-
FACIA PANEL TYPE GAGE: COLOR: TRIM COLOR:_____
WINDOWS
_--- -_ _-_-
CORNER: AQ§OPLL BASE TRIM: RRSS____
SOFFIT PANEL NAE: -_—_ LACE: ___ COLOR: --__- TRIM COLOR:_-__-_
MISCELLANEOUS:
SELF-FIISHING THERMA-PANE GLASS, BURNISH SLATE
__---
BACK PANEL TYPE : -_— LACE: ___ COLOR: __— TRIM COLORS-__-_
ON WIDTH HEIGHT LINER TRIM LINER TRIM
COLOR
PRIMER COLOR
_— _–YES —NO ---
CANOPIES
RED Ox10E:_7L_ GREY_– SPECIAL:
NO
SOFM
SOFFIT
_–YES
— _--
ON EW SW SLOPE PROJECTION LENGTH UNDER PANEL TYPE
COLOR
ROOF FASTENERS
--- ----- ----- --YES —NO
STANDING SEAM II
- - ----- _____ _-YES —NO
A /14 X 1 SELF DRILL HEX HEAD
B. /14 X t $TIF DRILL HEX HEAD W/ WASHER
_–yam —NQ
-- --
FAVE TRIM TRIM COLOR___ DOWNSPOUT ELBOWS ONLY: — DOWNSPOUT
RETURN: —
STANDING SEAM III
A X 1 SELF DRILL HEX HEAD
$14
B. 14 X t SELF DRILL HEX HEAD W/ WASHER
LOWERS
OVERHANGS
WHITE ADJUSTABLE W/ BIRD SCREEN
ON WIDTH HEIGHT LINER TRIM LINER TRIM
ON PROJECTION LENGTH SOFFIT TYPE COLOR CAGE
SW _ 80_ AVA SEWN 26
LONGSPM
A. /12 X 1 SELF DRILL HEX HEAD W/ WASHER
B. /14 % )/8 SEIf DRILL HEX HEAD W/ WASHER
8
COLOR
_TES —NO
_ —=—_
SW 26
LM SEAM
A. 14 x I SELF DRILL REX HEAD W/ WASHER
DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN:
8. 14 % 1 SELF GRILL HEX HEAD W/ WASHER
---- __— _—YE5 —NO --__
___
-
WALL FASTENERS
_ _–YES —NO _
—YES —NO
EW — 26
--- ------ ---- -- ------ 26
(]ED PROF[.
LONGSPAN OR ARCHITECTURAL--
A EIF
/12 X 1 1 4 SDRILL HEX HEAD W CLEAR WISHER
—_— _—YES —NO
�O
B. /14 % 7/8 SEV DRILL HEX HEAD W/ CLEAR WASHER
-- __—_—
_
PARTITIONS
ON WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
%
SHADOW PANEL
LINER PANELS
-- --- --- ---
r y
A. /12 % I SELF DRILL HEX HEAD W/ NUT BLANK
r
B. /14 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER
LM LENGTH HEIGHT PANEL TYPE GALE COLOR
LINER TRIM TRIM COLOR
2912
–_ ______ _–_—_ ___–_– — ___—
___YES ___No --__
Ln
TRIM FASTENERS
–_
�- ---- ----- ----- -' -----
-YES ---NO ____-__
A�
9Tp
ALL FASTENERS ME /14 a 7/8 SELF DRILL W/ CLEAR WASHER
-- --- ---- --- -- -
- --YES ---ND ----
___ _-__ -_— --___ _______
`�
C
9 OF 0 NF1
Q
FASTENER NOTE
�
A = SHEETING/GUSHING i0 STRUCTURAL CONNECTIONS
_ _ _ __ ____
_YES _NO _______
"^. G1���GJ
'1 L
B =SHEETING/BASHING TO SHEETING/FIASHINC CONNECTIONS
ROUND 20" (508mm) THROAT WHITE VENTILATORS
SPECIAL NOTES
CONNECTIONS OF ALL MATERIALS NOT SUPPLIED SY ABC ME THE RESPONSIBILITY OF OTHERS,
INSULATION
THE SUPPORT OF THE IRT AT THE LEW MUT BE EOUAL i0 THE A.B.C. PAN STANDARD
__- CVMTITY -___ RIME MOUNTED -_ SLOPE MOUNTED
CONNECTIONS T
( T
1 1
NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR
ROOF ____X/ _
9' X 10' (229mm x 3048mm) RIDGE VENTILATORS
�T �E1Z S- 2 _�d'���r7% ham_ �L/(D/
WALLS _-_ -- ---- --- _-
_-_ ON AT 10' (3048mm) SECTIONS _— UNEM FEET
CONTINUOUS
RIGID BOARD:____ ROOF:_____ WALLS:__- BEARING PLATE:-__
ROOF JAXS
THERMAL BLOCK:_____ BY ABC:___ BY OTHERS:-_(19mm THICK ONLY)
ON TYPE
MISCELLANEOUS MATERIAL
SPACER STRIP :_____ (FOR LM SEMI IMTHOUT INSULATION)
__- DK-3 t/4 - e ( 26mm - 102mm) DIAMETER
_— OK-5 4' - T (102mm - 178mm) DIAMETER
_-_ OK-8 7 - 13' (178mm - 220mm) DIAMETER
N0. REVISIONS MADE CK'D DATE
NO.r
REVISIONS MAOE CK'D DATE
NO.
REVISIONS
MADE CK'O DATE
DRAWING SUBMTTAL
STATUS
SCALE:
NONE
DATE
SEARS BRAND CENTRAL
NORTH 2ND EAST
REXBURG, ID
SILVERTREE BUILDERS,INC
-
MODESTO � CALIFORNIA
AMERICAN BUILOINGS
E m
( FOR CONSTRUCTION
[ [ FOR APPROVAL
(J FOR PERMIT ONLY
( fj FOR PRELIMINARY
1
DRAWN BY: MAS
12/4/96
—
CHECKED BY: M.
( 13
DESIGN APPO BY:
—
DRAWING
NUMBER
51229SO1 ABG-2
REVND.
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12/04/96 1}:}4:04
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NO. REVISIONS MADE CK'D DATE
N0.
REVISIONS
MADE CK'D DATE
NO
REVISIONS MADE CK'D DATE
ORAIONO SUBMITTAL
SCALE:
NONE
DATE 11
SEARS BRAND
NORTH 2ND
REXBURG,
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51229501 ABI
REV.NO.
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NUMBER
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REACTION TABLE ki s
LOAD DESC
WINO"10.14
C
D
E
D+C+ L
L->.0
-6.5
19.0
43.5
D + WI->
L->.5
-0.4
-3.8
-11.8
D + W2->
L->.6
-4.1
-3.5
-0.1
D + C + Wt-> + 1/25
L->.5
-3.5
5.3
9.0
D + C + W2-> + 1/2S
L->7
-22
5.6
20.7
D + C + 5 + I/2WI->
L->.8
-5.4
16.2
35.6
D + C + 5 + I/2W2->
L->.9
-8.3
16.4
41.4
D + C + UNBAL
L->.4
-5.1
19.4
34.1
FRAME LINES 02-04
BP11-A
B
3/CA 4 4
I
N m
o I
-T-
I � m
I
I
CL FRAME
REACTION SCHEMATICS & BASEPLATE DETAILS
3/CAB
1.0 l
OUTSIDE OF SLAB
S
_
E
6
1 2 2 3/CAB
m v
JA
S
1'G
..�
1
i'0 OU
I r- I
m I
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m
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3/4 AB 2 211
6
BP09-A
LORDS 812E N (s_T Fc,, -r6 Re D
REACTION TABLE
ki s
LOAD DESC
WIND
I A
I
D +C+ 5
L->
0.0
D + w->
L->
-0.6
D + W<-
R->
0.6
15.55
D+ C+ W-> + 1/2S
L->
-0.6
D + C + W<- + 1/2S
R->
0.6
0+ C+ S+ 1/2W->
L->
-0.3
0 + C + S + 1/2W<-
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0.3
FRAME LINES H & K
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R 2-4 REACTIONS. ADD B.P. DET, MAS 12/3 ST
PIC V. C-OAJS-77Z-. CW[ PoR CONSTRUCTION DFAWN BY: MAS
( ] EOR APPROYnl
[ ] FOR PERMIT ONLY CHECKEp BT:
[ ] EOR PREUMINARY nEcicu nnnn ne.
DATE
A
+3.2K I3.2K
SW X -BRACING REACTIONS
(VIN. ". N MAY BE lye'
(SW REACTIONS SHOWN ARE BASED UPON 2 BRACED BAYS)
n
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a F
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3.OK
3.OK
13.OK I. 3.OK
EW X -BRACING REACTIONS
(WIND DIRECTION MAY BF OPPT7STTE
MAXIMUM ENDWALL REACTION TABLE
--_------ ------------- -
MAX. E/W VERTICAL LL + OL REACTION = 17.4 K
MAX. E/W VERTICAL WL + OL REACTION = -10.2 K
MAX. E/W HORIZONTAL WL + OL REACTION = 3.8 K
SEARS BRAND CENTRAL
NORTH 2ND EAST MO9Esio�2�^
REXBURO, ID AMERI1 BUILDMDS
SILVERTREE BUILDERS,INC 11
DRAWING 51229501 AB2
NUMBER
BZ12- l0'
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m
BZ12-29.6E 8112-30.6E BZI]-00.6E 8Z 12-27.9EF
TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N.
24'0 25'0 _ _ 250 24'0 _
0,H. , U U V V (2)
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5'6 PURLIN LAP TYPICAL U.N.05.6 PURLIN L TYPICAL U.N.O.
LROOF AMING PLAN
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112 Y 1 1/4' SOHH FAST,
O 1-0, O.C.
CABLE ANGLE
11 PURLIN
1 EAVE PURLIN DETAIL
E51
NO. REVISIONS I IMDE CK'D I DATE 11
NO.1 REVISIONS I MADE I CK'D 1 DATE 11
N01 REVISIONS I MADE CK -0 I DATE 11
DM.NG SUBMITTAL
11qrA1 E:
NONE
11 DATE 11
CabisnLl 669429Q 1
srnrus
SEARS BRAND CENTRAL
fOR CONSTRUCTION
j ] MPROVAL
DRAWN BY: MAS
12/3/96
NORTH 2ND EAST
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PRELIMINMr
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REV.NO.
I 1
12/03 96 0]:29:45
Ver. 11.0
NUMBER
51229501 E$1
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FOR CONSTRUCTION DWN 9Y: 1z/1/96 SEARS BRAND CENTRAL
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B
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0
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10
14
14
10
4
3/4 X 2
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3/4 X 2
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2'0 9/16 15'4 11 16
2'0 9/16 15'4 3�
1'8 1 2 15'7 11%66
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05
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2972
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MADE CK'D DATE
NO.
REVISIONS WIDE CK'D DATE
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DRAWING SUBMITTAL
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SEARS BRAND CENTRAL
EASTWOE610
ID
GN.IFORNN
AMERICANBUILDINGSBUILDERS,INC
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DRAWINGREV.NONUMBER
S1ZZ9SO1 ES3
SPLICE BOLT TABLE
A
B
C
0
E
10
14
14
10
4
3/4 X 2
3/4 X 2
3/4 X 2
3/4 X 2
1/2 % 2
1'B 1 2 10'5 3 16
2'0 9/16 15'4 11 16
2'0 9/16 15'4 3�
1'8 1 2 15'7 11%66
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IT IS THE RESPONSIBILITY OF OTHERS TO:
1. VERIFY STRUCTURAL COMPATIBILITY OF CONSTRUCTION BY
OTHERS AND A.B.C. STEEL. CONA&_TT
OkA
2. PROVIDE DESIGN AND MATERIALS FOR THE QQN9iRUeTtM5
OF CONSTRUCTION BY OTHERS TO A.B.C. STEEL.
THIS MUST BE DONE BY A REGISTERED PROFESSIONAL ENGINEER.
ER -5002
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TYPICAL U.N.
9.SZ15-9.IH 9.5215-14.111
TYPICAL U.N. I TYPICAL U.N.
GABLE ANGLE GA -1 TYPICAL
NOTE: VSE (2)1/Yf X 1'
BUTTON XFAO BOLTS
O 9.5C CONNECTIONS
9.5211-19.IHI 9.5ZI5-14.1H
TYPICAL V.N. TYPICAL U.N.
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NOTE: FIELD NOTCH GIRTS FOR BRACING CLEARANCE (TYP.)
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9.5Z14-18.9 1/2H 9.5Z15 -19.1H
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20.0 20.0
21 - BZ16-2.0 I/411
GABLE ANGLE CA -1 TYPICAL
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2/01/96 16:41:49
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NO REVISIONS I MADE CWD DATE 11
ORAYRNO SUSM11TAL
srArus
SCALE:
NONE
DATE
SEARS BRAND CENTRAL
NORTH 2ND EAST
REXBURG, D
SILVERTREE BUILDERS,INC
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AMERICAN ' BUILDINGS
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DRAWN BY: MAS
12/1/96
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DESIGN APPO ev:
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NUMBER
51229501 ESS
0
2
2/01/96 16:41:49
ver. 11.0
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24'0
25'0 25'0
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11
SEARS BRAND CENTRAL
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REXBURG, ID
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12/3/96
—
CHECKED BT:
[ [
DESIGN APPD Br:
ORAwING
NUMBER
51229501 ESO
REVNO.
9
12/03/96 16. 1:53
Ver. 11.0
BCB-26.10
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A
B
4 3/4 X 2
4 3/4 X 2
8 1/2
8 1/2
8'9 13 i6
10'4 3/8
SPLICE
QTY
SIZE
DEPTH
CLEAR
12
IF -
F-
16'0 11
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15'8 3
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DRAWING SUBMITTAL
STATUSSEARS
NE
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BRAND CENTRAL
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RREXBURG, ID
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51229501 ES7A
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8 1/2
8 1/2
8'9 13 i6
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TYPICAL U.N.
1'0 14'0 1'0
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