HomeMy WebLinkAboutB22-1694 Updated Plans 6-15-22 SAV MOR Foods
U
c
cii
BUILDING & SITE INFORMATION CD ` )
BUILDING & SITE CODE COMPLIANCE cn CO E
a) o 0
Building c Q •Q a •
_
'CD CD o LO CO
Item: Description: � \ � � � 2
Project: Racking placement for an I C N 'r 0
existing company.
E C
Building Construction Type: Type VB 2
Fully Sprinkled: Yes 2Q
„ co co
Building Area: 32,448 SQ. FT. ±
N c� N—
Warehouse Area S-1 Occupancy: 3,638 SQ. FT. ±
2 (04 (/) so) so)
Warehouse Occupancy Load: 411
Racking Improvement Area: 4,300 SQ. FT. ±
Building Height: XX'
STORAGE RACKING PERMIT ONLY
uick A Fire Protection1 ,.,
CAI
Notes Omni Penni Z
1 . Special inspection is required during anchor installation. CC MIA limaj;
2. There will be no field welding for this installation. 114.1 C::1 loom
3. All racking to have 8 minimum clearance from any building member.
Imo Cr)
4. Provide fire extinguishers mounted between 36" and 54" A.F.F. with signage so that DATE: 6/3/2022
the maximum travel from any point in tenant space to extinguishers is no more than ICC 4441C lion
75 feet. Hilbers Inc.
5. Racking to be installed is consistent in type and design. 770 N. Walton Ave — Suite 100 Z = Ci)
Yuba City, Ca. 95993
16. Commodity classification will be Class I and Class III, non-encapsulated food
products, frozen and non-frozen.
7. Rack shelving will be open. Attn: Joel Seck
illi 111
Code Compliance Subject: Sav-Mor Market — Fire Protection
525 Fairview Drive
1 . 2019 California Building Code Gridley, Ca.
2. 2019 California Fire Code
3. 2019 NFPA 13 This letter is to state that we have reviewed the proposed rack plans, and based on my knowledge of the
NFPA 13 provisions for rack storage configuration, determine that the existing installation of the automatic fire
Sheet Index sprinkler system meets the required fire protection per NFPA 13, 2016 Edition.
The automatic fire protection system located at the above address has been reviewed by Quick Action Fire
G-01 Title Sheet / Fire Letter / Commodities Protection for code compliance with the adopted edition of NFPA 13, 2016 Edition. The storage height, flue
G-02 Site Plan / Rack Elevations / Capacity Signs spaces, shelving types, commodity classifications, and aisle width dimensions meet the requirements of the Fire
SED 1 of 1 Pallet Rack Design/Anchorage Detail (I)Department. -0 .> 0
Storage height of 15 ft. NFPA 13, 2016 table 16.2.1 .3.2(c), Curve F apply figure 16.2. 1.3.4. 1 . Using ordinary 0 0 1
AM ,Ili ;1: llp •..,� ,T temperature sprinklers. (.42 / 2000) reduced by 60% for a design density of .25/2000 o
r } .1•• ' :``_-' .-• .r •'T Design density is .25 GPM over a most remote 2000 sq. ft. U °
• ` ', .r. 4 �� "� 'f ' mtge. ;A. Myanalysis shows that the existingautomatic fire sprinkler system is adequate for the proposed rack storage Z
j
Y 1 Y 1 p p g v1/4 ■*�; �'` ' , installation and that the existing system will not have to be upgraded. P
-1 `114:01"1. • .1 f , ;- _ r •,• I =' ` • Project Location Please do not hesitate to call if you have any questions, [Quick Action Fire Protection, 916-540-7936]. U) ("
r
r
.1
I 41, _ 1 Sincerely,
ii il .. - .. '
f:_ '■
. J
• 1 ' '� _ , 1 ' ,
IF
1 r
• } ''{.�.•�• e - r• I
IA . lit
■Oil
• r r-- 01.."
,� 1 I Dean Kassube
.4•1 • i
At. .
14111
i:k, , ,7. • •• . 525 Fai n,ier• : , `Ii: . - - Designer
Iiii i' • i"J " ,oF ESS/0 1 _
_� N 3.PAL1 l< _
O q �
i! . .i I � � I� di fr . •15902 - . . . �, ti,'4 i14 Wr- s rt Fr•� T -� ' co �� -7 2
—' 401
ft 4141 1 • -.-1.1".'' .. . 41111 % • • .
I1 •''5., r' r ' z - I• i�' 9� C`'444V]]]/��. Q-
.. _ •_..1 ,h. ti ■
T�"T`�� 1177 I, Tit' CF CAVA C) 0
T ti5 •_ i~ r - rye_ 16 '# I. • •, :ti 1 I" .- _ s Q�
!.i - _ _ + A ,r1 ���111 • d -! ., • Y,A .. . - :5 ^'
•1 t + 187 = ■ + •i• II' a•`1 1- ' L '' THE P.E.CERTIFICATION PROVIDED HEREIN VJ O
r illeT ,.'',- h '�ryL- V �-• •• ' ''I' PERTAINS TO THE STORAGE RACK COMPONENTS y r—C U
I' ' ' II I' _• — ��IL 1 L� I.
1 I 11 I #•,' ONLY.ALL OTHER COMPONENTS ARE OUTSIDE — ` )
—, ■ — --•• • •,,,� , 1• dr # THE SCOPE OF WORK OF THIS CERTIFICATION. ^'
il. _ -••t F:' F • .., VJ
' •r r L- 'i .� .'r .�� ,., 'r �--,
1
�, - _ •l. ! ' •• ,. •:I `ti i 7_ _.-- ..I I
1 +T — * =r r '1 • �' -' '' . I _ QUICK ACTION FIRE PROTECTION — 921 WASHINGTON BLVD, SUITE 406 — ROSEVILLE, CA. 95678 1
L.
i!1 1 I • t' , , . r . • ' r _ f -• - # �' PHONE# 916-540-7936 0
�: - ;,_ e . _ .6• �' Fly •r ;• a� or i 0
• • r IL
al" - E 7ritil -e.i.:7-r = ,,. . 41'-'--=.-; di . rifidirCI: rI ,,, .a2
•i • ' • ,.-, .. . •. N La CI
Q - cn Cn
CI) ci Q 0
r2- PROJECT SITE �'T FIRE PROTECTION LETTER m0
Z N -a p
-0� SCALE: N.T.S G-0� I SCALE: N.T.S g 1 a ',
a 0 in o 0 0)
A dk O O
MAXIMUM LOADING CAPACITY MAXIMUM LOADING CAPACITY' ITiirriI . I'I . . I I::I I: ; :T :I J:1 ` i'
cp,m
` - - - - J
L...)
EXIT��
‘._ = G : 1 ,000 lbs./Lvl8 -p EXIT 1 1 W
11_pl A: 4,200 lbs./Lvl o D: 1 ,000 lbs./Lvl � — : ..:.i,_ �F _ 4 U I A I A I A I A I I A I A I a, Il A.
Ql l
LO
AL
MATERIAL _ - '1 MATERIAL 7 I [ 1 J :�MATERIAL Z T• ] [ t M
>�HANDLING '1 HANDLING 1 L [ �•HANDLING �� -J 1 9 1 -o _ > W N
/ I r
I
WARNING ���� I , I � � WARNING ;ti� .-T � � � � I WARNING � I . I. I `>� -
►�.SYSTEMS A SYSTEMS. A SYSTEMS.. I i
�� M o
�'urrr P�arkllan ruin Fur r.ualn n'Idal ,nll:m park or nlndlllrlluollS Hi 1.1161 llli Jli'III•Fax III III, 11,25 nna Cal F 1,In I In For rcualrs n;ulal emclll uarlS or Inudlhl anom Hi II61 Ill 11iSll•Fax II61]Jli11i7SaV.a CarFldall Him For nal "S n:ulal nlncnl nark ur Innllllll auuns Hi 1.1161 lJli KW•Flx 1.1161 lJlilli%S
3 _ /
Og
p A II A II I /A1 II Av II r�'nll A II A II A II A II A ��_ $ 0 CD x
3 ELEV. A CAPACITY SIGN (7� ELEV. D CAPACITY SIGN (-1 , ELEV. G1 CAPACITY SIGN • •
Vim' 'II E II E II E II o i — •
Tr — 2 >1: Cli3 V O LO CO
Irr
-02_,) :02___}
_-_Oy _. 1 / 0 LO C\I 2
i b ..-
51-1
MAXIMUM LOADING CAPACITY MAXIMUM LOADING CAPACITY _____IL, ,i
4' r
' rt Q
ca 0 co co
/
A1 : 3,000 lbs. Lvl N= E: 1 000 lbs. Lvl 0 �' �'
o o 1
N �
b
0
N
0 / 9
0
MATERIAL + MATERIAL 0 /I
`NANGLLNG WARNING �-.� - -�MANGLING WARNING t ��� :, -in�`SYSTEMS., _ ��SYSTEMS. ` /,
! i
vnno' F irAldn rural For ru For rr.Galrs willarr.lnenl Lark ur nln1l111rlllolll Hi 19161 JJ6 11,511•Fax IJ161.116 J cn 67S 'n'I ItaLF6n rura lal Fur rcU;urs rrplacclncnl nark(Jr Inulllh J callunti PII 1911i11.11i 6S11•Fn 6%x 1911i1 JJIi JS 1 —
ou %IC a cir)
wail peel z
(444 ELEV. Al CAPACITY SIGN �8\ ELEV. E CAPACITY SIGN $
-02 G-o2 Legend ! I $ LAI
ClIC mufti . .._) Elevation A Capacity Sign Location
0 ' 0 Lill = immi
l ' I A Elevation Al Capacity Sign Location 5 --,- �
MAXIMUM LOADING CAPACITY 1 I I L L I I I I I _ 1 .`i 1 1 . « pCO).
12-0" 10'-0" A Elevation B Capacity Sign Location 1
0 111111gC NICC lion
1 1 I REAR BRACE BEAM
C C C C C C
Z = CO)
/s\ Elevation C Capacity Sign Location
6 \\ 0 II 0 \ II II 0 0 16
B: 3,400 I bs./Lvl o F: 1 800 I bs./Lvl C \
Elevation D Capacity Sign Location 0 I 1 r i
4
/
I,
Elevation E Capacity Sign Location o_ r
T— Ilia
—c Elevation F Capacity Sign Location I N I�
MATERIAL 1 I ' 1 :�MATERIAL
=SYSTEMS... N I N G - - ,- - _MATERING WARNING ,'-�� '-- i 'SYSTEMS...
\SYSTEMS: `+11
�o Elevation G Capacity Sign Location j C7
vnnv Illu,Rldan cum Hlrrr'U;urs n:Ularr,ull:m Karl s nrnmdlllcuuullti PII I_I1f 176 J6110•Fax 11116I JJG JL%b cnovl CacHLlan r.uln For rr.Ualrs rr,Ularr.lur.nl Uarls nr mudlhraunllz PII I111fi14]fi JIi(IC•Fax 1111fil4dGJ6'I[r 155 0
�1 �1 1 1 1 1 1 1 1 1 1 1 1 1 1 /
A Elevation G1 Capacity Sign Location o
�55� ELEV. B CAPACITY SIGN r-b ELEV. F CAPACITY SIGN ; ;; ; D D �~
® Exit Sign 0 , II D II D II D II II IJ �/-
II A II A III A n A II A\
G-02 G-02 i I I I L JL J — ;., _ \„ 29'-6"
Exit Sign (Luminescent) , ...C'��......C'...II.....C'.....II......G....IL.....C'.... L J , ,
I n I 0 _ jl
MAXIMUM LOADING CAPACITY 1 ' ' ' , 1-.
- I = T� _ L JL J —
t' Fire Extinguisher(proposed) ZD ,IFJI
I I L 1 I I L 1 1 1 \ 1 I• l L 1 `�� �''I ` � ' 1 pn /'
• Exit Access Travel Distance-the �I ,L 'I1 _ ir
$0 f . 8'_o„ maximum length of access from the most fl'),"r remote point within the story to the II A II A II A II A\ II A �I A II lNC: 2 000 lbs./LvI (1 • 4' �° entrance to an exit along the natural andI FlaI ,' , ,'\ II _ \ ,
' `° G' 1 ,000 Ibs /Lvl unobstructed path of egress travel. ''L J`' 'L J`' o
C: 4,000 Ibs./LvI (5 . 6) L II1 L IL
-
Ala
/ L,L1\JJ L.L1\JJ \ O Q LC" O
0 EEL WARNING 5 i, ' " �9Y9EMS WARNING -,, 1 l 7 , irZI
-
L.L
...,..ILIc kl.lan Lunn Fur rl;Ualrti trolar.cml:nl Marls or nloil111rallolll I'll 19161 1-1I 16.10•Fax 1'111,1 III, 1105 .r,.:i C,t11,',ldo Lum For n:Ualm rr.MlarIllncnl Marks ur Inu1111lralmlly III 1!111i114P-J6;rII•Fax 19161 JJ6-4674 EXIT EXIT FA < U
. U
0 >
(6 ELEV. C CAPACITY SIGN r-i-1 ELEV. G CAPACITY SIGN I -1 PROJECT OVERVIEW 2 •�
� � � °'
-02 -02 -02 // SCALE: 1/16" = 1'-0" >
// okoFESsiav cn
N ."
O q
«�co ��\,. PACky.���� LO C0
6/13/22 ct C 6,,: D i
70111111111111111 0j, Ex1 ne9TCIVI\- Q
�, 8-0 ` 4'-0" 12 -0 ,r 8-0 10-0 ,r CF CAL�FC
\,f 1 REAR BRACE BEAM
THE P.E.CERTIFICATION PROVIDED HEREIN
PERTAINS TO THE STORAGE RACK COMPONENTS
ONLY.ALL OTHER COMPONENTS ARE OUTSIDE
CO
M THE SCOPE OF WORK OF THIS CERTIFICATION.
LC)
N N _\
H— <`
00 c
. S 8'-0" 4'-0" u)- 0
1 1 _
\ f .\ CV N CV V V _0 _ ;
U)
- 0 CO . C\ \CO \ Q
CO _ O
O - � _ O N CO _ CO _ w U)
N N O �\ (` _ \ O _ T\ Q T� V
ti , O r O CO CO }'
_ — N CO CO 00 C6 U
N— \ �\ \• NCO
O CO CO \ 0_
N T T CZ
CZ 0
ELEVATION A ELEVATION Al ELEVATION B ELEVATION C c,
, ELEVATION D ELEVATION E ELEVATION F ELEVATION G ELEVATION GI o_
(42" DEPTH) (42" DEPTH) (42" DEPTH) (42" DEPTH) (30" DEPTH) (30" DEPTH) (42" DEPTH) (36" DEPTH) (36" DEPTH)
U)
Max Beam Load = Max Beam Load = Max Beam Load = Max Beam Load = 2,000 Ibs Max Beam Load = Max Beam Load = Max Beam Load = Max Beam Load = Max Beam Load = o
4 2 Ibs Ibs 4 Ibs (Level 1 =4) 1 Ibs 1 Ibs 1 Ibs 1 Ibs 1 Ibs N 00 3,000 3 00 Max Beam Load 4 000 Ibs 000 000 ,800 ,000 000 N
N
O O 55 CS
(Level 5 - 6) N
COco < 0
(2 RACK ELEVATIONS0
a
3 m m
G-02 SCALE: 1/4" = 1'-0" CS
(1'Z 73 CI
a, N 2' U ii
O N
d O in 0 0 V)
GENERAL PROJECT NOTES
1 B 1 2 1. DESIGNED PER REQUIREMENTS OF THE 2019 CBC, ASCE 7-16 &2012 RMI RACK DESIGN MANUAL
/
GENERAL RACK INFORMATION 2. SEISMIC CRITERIA Ss =0.602, S1 =0.270, Fa = 1.318, Fv = 2.060
1 1 / / Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.529, Sd1 =0.371, OCCUPANCY CATAG. II
f / /
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
/
I 3. STORAGE CAPACITY:
/ HORIZ. TYPE A= 4200 LBS PER LEVEL TYP.
r/41 / BRACE
TYPE A1= 3000 LBS PER LEVEL TYP.
1 3/8" ❑ COLUMN I TYPE B= 3400 LBS PER LEVEL TYP. 0
TYPE C= 2000 LBS PER LEVELS 1-4, 4000 LBS LVLS 5-6.
ROW I W
TYPES D, E, G, G1= 1000 LBS PER LEVEL TYP.
/ BEAM cc
N SPACER TYPE F= 1800 LBS PER LEVEL TYP.
1/8" TYP.
❑ C.C. 3/16" ❑1-1/2" ` P' 1 1/2" i 4. ANCHORS : HILTI KWIKBOLTTZ ESR#1917, OR POWERS SD2 ESR#2502
❑ AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL.
COLUMN
5/8"0 = 1 1/2�� r t I 1/2" 0 x 3-1/4" MIN. EMBEDT.
I /
(2) ANCHOR PER BASE PLATE, 40 FT LBS TORQUE.
D _ / _ _ _ _ ❑ \ 1
CONNECTOR 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
41/4" PER ICC ESR# 1917.
6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 6"x 3500 PSI
G„ ED- / EY [I `�❑ 7. SOIL BEARING PRESSURE 750 PSF.
❑ 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
DIAL. / ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE LU
❑ ___ 1 \ BRACE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
it ASE 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER W
❑1��� y ❑ ' I[I PLATE & 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX a
„ \ ANCHOR ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD 0
18 \ \ I WELDING.
NOTES: \\ ' 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE -
USE @ ALL HANNIBAL \ CEILING SPRINKLER DEFLECTOR. v
COLUMN/BASE LOCATIONS TYP. \ 12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE /
DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
NOTES: NOT A DEPICTION OF THIS PROJECT I RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO 0
MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 16 GAGE STEEL USE @ ALL HANNIBAL BRACE NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. F.
STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP . 13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, 01
INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES 61
3 4 5 I SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER \\ \
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE � x (�
I PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY UV \
ui
TYP. AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
�1 11/16 1/$" 14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR l
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. v al
_ _� 1 " �3/4"� 12" �' 1 1/2"� 15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER 61
/
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: 61
Ni; F.F.BASE PLATE --- O
3 4" a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. / W
b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND \ _
I + + REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. \\ \ (3_
C" �/ c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. O0
O. .L. d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED r
�, �� 3 $ AND STABLE POSITION. Q
II 3-1/4" e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. / U
MIN. EMBED. + T f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK uj
;, I 1 1/i16 SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. ❑ �� \ 01
5/160 TYP. \ g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE C� / in
SAFETY PIN /1�8" ❑ I 3/8"O X 7/8" SLOT 3/4" STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY \ 1
\I \ 4 PLCS ARE IN USE.
ui
Q
I
❑ 'i 3 3/1 6" -i ,koF Essio Of
7/160 GR. doe . PAC �:� ❑
55 RIVET ����N �ti%`��� Ln
NOTES:
07- arm
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO NOTES: 6/13/22 C g;�; D in
ENSURE REQUIRED EMBEDMENT IS OBTAINED. USE (2) STD ROW SPACERS @ ALL DOUBLE ROW UNITS. ,� ,,..i
DESCRIPTION 3-PIN CONNECTOR NOTES: DESCRIPTION HILTI KWIKBOLT TZ ANCHOR NOTES: DESCRIPTION HD ROW SPACER NOTES: N��T Ex� \_0z9 .ci
MATERIAL 7 GAGE USE @ ALL HANNIBAL BEAM TO COLUMN SIZE 1/2"0 x 3-1/4" MIN. EMBED. SEE NOTE #4 ABOVE FOR ANCHOR MATERIAL 16 GAGE ATTACH WITH (4) 3/8"0 GR. 5 BOLTS, oP cAv_\F° (n
STEEL YIELD ASTM A570, Fy=55,000 PSI CONNECTION LOCATIONS TYP. ESR # 1917 SPECS. STEEL YIELD ASTM A570, Fy =55,000 PSI (2) @ EACH END 0
O W
6 7 8 9 p
0 rn
LL w_ U
CC > >_
O Q� LijLL 2_
L.0 cc
` l
1 3 4"� 1"
1 3/4" / 1" / '<
U)
1 5/8" 1 3/4" 1" 1 5/8"
1 3/4" 1�� .
, , 1 5/8" SEE ATTACHED Z
1 5/8"
41/8" Li. MATERIAL HANDLING SYSTEMS INC DWG.
21/2" I FOR STORAGE RACK ELEVATIONS. z }
J
z z
•
, , , , , . ,, , , , , , , , , , , , , , , z w ¢ <
J N m LJ
Eo
Z 0
1 N- Q CC
Q — - I 0
}
1-
O o0
J .1M LL }
U o 0 2 1-
NOTES: NOTES: JOB NO.
USE @ TYPES A, Al , C LVLS 5-6 BEAM USE @ TYPES C LVLS 1-4, D BEAM NOTES: NOTES: 22-0518-1
LOCATIONS. LOCATIONS. USE @ TYPE E, F, G, G1 BEAM LOCATIONS. USE @ TYPE B BEAM LOCATIONS.
DESCRIPTION 4-1/8" BEAM (HMH#41160) DESCRIPTION 2-1/2" BEAM (HMH#24160) DESCRIPTION 3" BEAM (HMH#30160) DESCRIPTION 5" BEAM (HMH#50160) SHEET NO.
MATERIAL 16 GAGE MATERIAL 16 GAGE MATERIAL 16 GAGE MATERIAL 16 GAGE SED 1 OF 1
\STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI DESCRIPTION STORAGE RACK ELEVATIONS /