20190358 3705 Yelm WA EOTF OTP setSPECIAL PROJECTSPECIAL PROJECTSPECIAL PROJECTSPECIAL PROJECT•
CAAA ACAAACDD3CORE DRILL DETAIL3/4"=1'-0"
Engineer of RecordJoshua Dale McCall, P.E.Washington License No. 531442809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209
3"3"3"11"11"11"11"77"77" Engineer of RecordKeith Allen Williams, P.E.Washington License No. 433452809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209
Engineer of RecordKeith Allen Williams, P.E.Washington License No. 433452809 Ajax Avenue Suite 100Rogers Arkansas 72758Phone: 479.636.3545Fax: 479.636.1209
DESIGN LOADS GENERAL NOTES
1. CODE 2015 IBC WITH WASHINGTON 1.0 GENERAL
AMENDMENTS 1.1 ALL FIXTURES SHALL BE DESIGNED TO MEET ALL BUILDING CODE REQUIREMENTS.
1.2 THE BASE ANCHORAGE, MEMBERS AND CONNECTIONS FOR THE FIXTURES SHOWN ON THIS
2. GRAVITY LOADS INSTALLATION DRAWING HAVE BEEN DESIGNED TO RESIST DESIGN WIND/SEISMIC LATERAL FORCES
A. REFER TO MANUFACTURER'S RATED LOADS. FOR THE BUILDING CODES NOTED IN THE "DESIGN LOADS" TABLE ON THIS SHEET. INSTALLATION OF
THE FIXTURES SHALL MEET THE LAYOUT SHOWN ON THE FIXTURE LAYOUT PLAN, PROVIDED BY
3. LATERAL LOADS OWNER.
A. SEISMIC LOADS
1. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds) 0.8338 2.0 SLAB AND FOUNDATION ASSUMPTIONS
2. 1 -SEC PERIOD SPECTRAL RESP COEFF (Sd1) 0.498g 2.1 SLAB ON GRADE IS ASSUMED TO HAVE A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH.
3. SITE CLASS (ASSUMED) D 2.2 THE SLAB ON GRADE IS ASSUMED TO BE A MINIMUM OF 4 INCHES THICK (5 1/2 INCHES THICK
MINIMUM AT THE EXTERIOR GARDEN CENTER AND STORAGE AREAS), UNREINFORCED AND PLACED
4. SEISMIC DESIGN CATEGORY D OVER A MINIMUM OF 4 INCHES OF DRAINAGE FILL.
5. NON -BUILDING STRUCTURAL SYSTEM AND SEISMIC RESISTING STEEL STORAGE RACKS 2.3 THE SLAB ON GRADE IS DESIGNED TO BEAR ON A SUBGRADE REACTION MODULUS OF 150 PCI
SYSTEM MINIMUM.
6. RESPONSE MODIFICATION FACTOR (R) 4.0
7. OVERSTRENGTH FACTOR (0o) 2.0 3.0 MATERIAL FOR RACKS AND ANCHORAGE
8. IMPORTANCE FACTOR (Ip) 3.1 ALL ANCHORS TO THE SLAB SHALL BE AS NOTED ON THESE PLANS.
- SALES FLOOR AREA 1.5 (PUBLIC ACCESS AREA) 3.2 OWNER IS TO PROVIDE MAINTAINENCE PER RMI 1.4.1.
- STORAGE AREA 1.0 (NO PUBLIC ACCESS) 3.3 RACK INSTALLER SHALL OBTAIN OUT -OF -PLUMB INSTALLATION TOLERANCE FROM FIXTURE >So uJ w o 0 w
9. ANALYSIS PROCEDURE (ASCE-7, SECT. 12.8 & 15.5) EQUIVALENT LATERAL FORCE SUPPLIER PRIOR TO INSTALLATION - RMI 2012, SECTION 1.4.11.1. vwi o w w a Z o
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10. DESIGN BASE SHEAR (PER 2012 RMI) 3.4 NO FIELD WELDING IS PERMITTED. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, IN w ~ ° w ~ w ° z Z � ~
-SALES FLOOR RACKS 0.312W (PUBLIC ACCESS AREA)
AN APPROVED SHOP. USE E70xx WELD RODS OR EQUAL TO TENSILE STRENGTH OF BASE METAL OF a a - w w ° o o w w °
WELDMENTS. PER AWS D1.1 OR D1.3. o ww, �'-<g�aw<Owm
- STORAGE AREA RACKS 0.208W (NO PUBLIC ACCESS) � o Z < U ° = m >
3.5 PROVIDE 6" AT 120" TALL RACKS AND 4 1/2" AT RACKS LESS THAN 120" (OR EQUAL TO 5% OF THE w < ° z < ° 0 _ > v 0 <
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UPRIGHT FRAME HEIGHT) MINIMUM CLEARANCE BETWEEN OTHER RACK FIXTURES OR ADJACENT p � U- ° - o Z ° m = °
BUILDING ELEMENTS PER ASCE 7-10, SECTION 15.5.3.8. z a = Z ^ o w � < = Q °-° o <
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4.0 ROLES AND RESPONSIBILITIES FOR DEMOLITION AND INSTALLATION OF SHELVING AND RACKING d
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4.1 GENERAL CONTRACTOR TO ANCHOR ALL SHELVING AND RACKING FIXTURES ACCORDING TO THE
REQUIREMENTS NOTED ON SHEET FXS1.
4.2 FIXTURE ANCHORING SHALL BE ACCOMPLISHED SIMULTANEOUSLY WITH FIXTURE INSTALLATION.
4.3 GENERAL CONTRACTOR SHALL INSURE THAT PROPER PROCEDURES AND WORK SEGREGATION ARE
IN PLACE DURING ALL FIXTURE ANCHORING PROCEDURES.
4.4 GENERAL CONTRACTOR TO CLEAN ALL RESIDUE FROM SURROUNDING FIXTURES AND AREA AS
ANCHORING IS COMPLETED (CLEAN AS YOU GO).
4.5 GENERAL CONTRACTOR IS TO PERFORM ALL REMOVAL AND INSTALLATION OF ANCHOR STRAPS
AND/OR BOLTS AT FIXTURES REQUIRING PERMANENT OR TEMPORARY RELOCATION.
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STATEMENT OF SPECIAL INSPECTIONS
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SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 17 OF THE °
INTERNATIONAL BUILDING CODE OR BY ENGINEER OF RECORD:
PERIODIC SPECIAL INSPECTIONS:
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O z METAL WALL STUDS 1. POST -INSTALLED ANCHORS - w INTERIOR OR EXTERIOR ANCHORAGE IN SEISMIC p
0 O I ICATEGORIES C OR HIGHER.
z - CLOSURE TUBE - NO SLOTTED
a
U) AT TV WALL HALF GONDOLAS ("YZ", REF PLAN) OPENING AT MID SPAN OF FRAME Q
ADD SECOND BOLT AT 10'-0" AFF. USE (1) NOTE: NOTES: U
Q w BLOCKING, REF ARCH 3/8"x5" LARGE DIAMETER TAPCON (LDT-3850) HALF GONDOLAS SHALL BE OUTSIDE FACE OF END FRAME 1. SPECIAL INSPECTIONS NOTED ABOVE SHALL BE PROVIDED BY, BUT NOT LIMITED Z w
Ilml CONCRETE SCREW WITH 1/2" DIA WASHER AT ANCHORED TO WALL AS SHOWN TO TO, THE OWNER'S CONSTRUCTION TESTING LABORATORY (CTL).O 0 O U)
� CMU OR 1/4"x6" LAG SCREW AT STUD SATISFY OWNER REQUIREMENTS. co ANCHOR STRAP (1" WIDE x 22GA THICK) FIELD
III WALLS. WALL ANCHORAGE IS NOT REQUIRED- CUT STRAP AS SHOWN AND ATTACH TO INSIDE 2. OWNER TESTING AND INSPECTION (T&I): O O
o Z BOLT ALL UPRIGHTS TO WALL, ml FOR SEISMIC DESIGN OR CODE FACE OF FRAME WITH (2) #12-14x3/4" TEK O 0
REF GONDOLA UPRIGHT m COMPLIANCE. SCREWS AT SPACING SHOWN. REF 2- FXS1 FOR a A. OWNER T&I WILL BE PERFORMED BY THE OWNER'S CONSTRUCTION n
ANCHORAGE AT WALL m BOLT ALL (NON -SUPER DUTY) I'I� PLACEMENT OF STRAP AND ANCHOR TO SLAB ° ° ° 4° a
TESTING LABORATORY (CTL).
I UPRIGHTS TO WALL AT 6'-0" I�WITH SAME BOLT NOTED FOR TYPICAL ANCHOR
I AFF. USE (1) 3/8"x5" LARGE - CONDITION AT THE END FRAME B. OWNER T&I SHALL BE PERFORMED BY A SPECIAL INSPECTOR - LO p
GONDOLA UPRIGHT FRAME, m DIAMETER TAPCON (LDT-3850) INSTALLATION NOTES: TECHNICAL II OR SPECIAL INSPECTOR - STRUCTURAL I. o
REF PLAN m CONCRETE SCREW AT CMU OR 1. GAPS BETWEEN SHELVES �� TIGHTENING REQUIREMENTS: ti
SHALL NOT EXCEED 5/8". a. ° ^ ° a ALTERNATIVE ANCHOR STRAP/BOLT CONNECTION E a "SNUG -TIGHT" - NO GAP M
1/4"X6" LAG SCREW WITH 1/2" AT END FRAMES - ONLY ALLOWED FOR USE WHEN ° C. PERIODICALLY VERIFY AND INSPECT THE FOLLOWING FOR EACH ANCHOR co09
DIA WASHER AT STUD WALLS. - a _ :� BETWEEN HEAD OF ANCHOR SPECIFIED: z �_
2. UPRIGHT DEFLECTION ALTERNATIVE ANCHOR AT CLOSURE TUBES DO NOT HAVE SLOTTED OPENING a -. a BOLT AND BASE PLATE OR
SHALL NOT EXCEED 1 3/8" HALF GONDOLA END FRAME - ANCHOR STRAP. UJ
IN A HORIZONTAL PLANE. b_ -° a. GENERAL COMPLIANCE WITH MANUFACTURER'S PUBLISHED Q Q N
d
m A _ - " INSTRUCTIONS. � O
CLOSURE TUBE g . 44't - PLATE/STRAP THICKNESS
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NOTE:
GONDOLA UPRIGHT FRAME, 0 3. SHELVES SHALL NOT (TYP AT HALF GONDOLA END FRAMES) 0
m hnom -EMBEDMENT DEPTH b. PRODUCT NAME AND DESCRIPTION.
ANCHOR AT UPRIGHT IS m REF FINAL MERCHANDISE PLAN a SLOPE DOWN TO THE w a ° a ho - MIN HOLE DEPTH -•
FRONT DUE TO UPRIGHT w g w OUTSIDE FACE AT END FRAME O
o NOT REQUIRED IF FRAME m g a 9,- = U °. A La -LENGTH OF ANCHOR c. ADHESIVE EXPIRATION DATE FOR ADHESIVE ANCHORS.
HEIGHT OR ADJACENT
o m DEFLECTION. } Q } Q s a
WALL HEIGHT IS LESS THAN m of ~ � LIGHT GAUGE STEEL STRAP (GALVANIZED)
d. COMPLIANCE OF DRILL BIT WITH MANUFACTURER'S SPECIFICATIONS.
72" (6'-0") m METHOD OF BOLTING WILL 4. SHELVES ABOVE BASE 7t � (.0
(0 n 1" WIDE x22 GA MIN THICKNESS
I VARY DUE TO DIFFERENT DECK SHELVING LEVEL N N M i� (FIELD BEND STRAP TO PROVIDE TYPE e. ADHESIVE APPLICATION TECHNIQUE FOR ADHESIVE ANCHORS. w
EXISTING WALL MATERIALS. SHALL NOT EXTEND 1„ SHOWN FOR END FRAMES) NOTE:
I BEYOND BASE DECK REF 2- FXS1 FOR PLACEMENT OF STRAPS ALL ANCHOR BOLTS SHALL BE HILTI HUS -EZ BOLT+. THE f. CONCRETE TYPE, COMPRESSIVE STRENGTH, AND MEMBER THICKNESS.
SHELVING AT ANY TIME. 22 GAUGE ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE
I STEEL STRAP (1) ANCHOR BOLT(S) PER STRAP/PLATE: 3/8" DIA MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS w
g. HOLE DIAMETER, DEPTH, LOCATION, AND EDGE DISTANCE.
5. EXTENDERS SHALL NOT BE HILTI HUS -EZ BOLT+, REF 3- FXS1 AND PER ICC ESR -3027 REPORT. (IN CASE OF CONFLICT, THE m
BASE DECK 1'� r ICC ESR -3027 GOVERNS).REF ANCHOR DETAILS FOR
�� USED ON ANY HALF 1/2" DIAMETER _ = hnom = 2 1/2", ho = 2 3/4", (UNO). h. CLEANLINESS OF HOLE AND ANCHOR.
x SHELVING GONDOLA THAT WILL °
N - REMOVED HOLE 1 1/2" ° DIAMETER AND EMBEDMENT. z
CREATE A HEIGHTi. ANCHOR DIAMETER, LENGTH, AND STEEL GRADE. O
FOR CLARITY OF 72" OR TALLER UNLESS
GONDOLA UPRIGHT ANCHOR STRAPS
BLOCKING AT METAL STUD WALLS IT IS ANCHORED TO THE SIMILAR FOR T -FRAME NOTE: j. ANCHOR EMBEDMENT AND SPACING.
ANCHORAGE AT WALL WALL. ALL HALF GONDOLAS TYPICAL ANCHOR AT GONDOLA OR T -FRAME
REF 2-FXS1 FOR BASE STRAP INTERIOR & END FRAMES FIXTURES IF CENTERLINE OF ANCHOR BOLTS FALLS WITHIN 1" OF
72" OR TALLER MUST CONTROL JOINT, SHIFT FIXTURE 2" (MAX) PERPENDICULAR k. REQUIRED TIGHTENING TORQUE FOR MECHANICAL ANCHORS. ISSUE BLOCK
ANCHORAGE ANCHORED TO THE WALL TO THE JOINT, OTHERWISE SUBMIT RFI TO THE ARCHITECT
AT 72" AFF, REF GONDOLA TYPICAL ANCHOR FOR ALTERNATE INSTALLATION BEFORE INSTALLING BOLTS. D. TESTING: PERFORM PULLOUT OR SHEAR TESTS TO DETERMINE ADEQUACY
UPRIGHT ANCHORAGE AT OF SUSPECTED MALFUNCTIONING ANCHORS WHEN DIRECTED TO DO SO BY
WALL. THE OWNER'S CONSTRUCTION MANAGER UPON RECOMMENDATION BY THE CTL
ANCHOR AT HALF GONDOLA UPRIGHT AT GONDOLA FRAMES ANCHOR BOLT DETAIL
4 1 1/2" = 1'-0" 3 12" = 1'-0" ANCHORAGE BILL OF MATERIALS
USAGE MATERIAL TYPE COUNT
ANCHOR HILTI HUS -EZ BOLT+ - 3/8" DIAMETER x 3" (#418057) 170
STRAP ANCHOR STRAPS (GONDOLA/WALL) 170
WALL ANCHOR MTL STUD WALLS - 1/4" DIA x 6" LAG SCREWS 52
NOTES:
1. ANCHOR BOLTS AND STRAPS NOTED ABOVE ARE FURNISHED BY AND INSTALLED BY THE
GENERAL CONTRACTOR (GC).
2. ANCHOR STRAP SUPPLIER CONTACT INFORMATION:
LOZIER: JOSH GOEDKEN, josh ua.goedken@lozier.biz, (402) 457-8379
2 1/2" MIN 2 1/2" MIN MADIX: CHERI BAGLEY, cbagley@madixinc.com, (256) 839-6354
4" i6 1/2" MAX 2 1/2" MIN AT 48" GONDOLA
9 1 /2" MAX i9 1/2" MAX
AT 24"-30" HALF GONDOLA OR T -FRAME
OR T -FRAME 2 1/2" MIN 2 1/2" MIN SHELVING FIXTURE & ANCHORAGE SCHEDULE
2 1/2" MIN T 30"-36" GONDOL 6 1/2" MAX
6 1/2" MAX CHECKED BY: DW/BF
4 4 1/2" MHA FIXTURE MARK FIXTURE DESCRIPTION FIXTURE HEIGHT ANCHORAGE DETAIL
ORT -FRAME
AT 18" HALF GONDOLA DRAWN BY: RB
NOTE: OR T -FRAME 2 1/2" MIN 2 1/2" MIN 24X HALF GONDOLA 90" 2A-FXS1
NOT ALL CONFIGURATIONS 4" 2 1/2" 4" MAX AT 24" GONDOLA 30YZ HALF GONDOLA 120" 2A-FXS1 PROTO CYCLE:
4" MAX
SHOWN MAY BE END OF OR T -FRAME 48T FULL GONDOLA 60" 2B-FXS1
APPLICABLE TO THIS END OF AT 15" HALF GONDOLA FRAME TYP
PROJECT, REFER TO PLAN FRAME-TYP EACH SIDE 36V FULL GONDOLA 78" 2B-FXS1 DOCUMENT DATE: 07-26-19
AND SCHEDULE FOR EACH SIDE I - 36X FULL GONDOLA 90" 2B-FXS1
APPLICABLE FIXTURES. GONDOLA z Z ^ 48X FULL GONDOLA 90" 2B-FXS1
SHELVES m U x U� FIXTURE 4 - ANCHOR
EXIST WALL ABOVE < < < N SHELVES XS ' STRAP R F } z SHELVING WIDTH SHELVING WIDTH
OR FIXTURE - cn - cn Q ABOVE z 4-FXS1 (IN INCHES) (IN INCHES)
DESIGN SHELF LOADS: FRAME o o _ - o x ONLY THOSE RACK/SHELVING ANCHOR BOLT
o Q SD = SUPER DUTY, IF NOTED
8 FIXTURES NOTED ON THIS PLAN 7 ( )
9" SHELF = 15 LBS/SHELF (PHARMACY) w 4 (2) ANCHOR Oz Oz GONDOLA (REF DETAILS)
12" SHELF = 50 LBS/SHELF XS STRAPS, TYP U Q U o REQUIRE ANCHORAGE (UNO),
ANCHOR BOLT
z z z Q OR T -FRAME ANCHOR PER 2- FXS1 . (REF DETAILS) 48V
15" SHELF = 50 LBS/SHELF (APPAREL) - AT INTERIOR Q Q UPRIGHT 00
18" SHELF = 125 LBS/SHELF FRAMES 24VSD
= 50 LBS/SHELF (APPAREL)
v FRAME, TYP i �� i i •
24"(+) SHELF = 150 LBS/SHELF CL OF GONDOLA OR w z H SHELVING FIXTURE TYPE MARK SHELVING FIXTURE TYPE MARK
= 225 LBS/SHELF (GROCERY) ANCHOR Y_ 2 z CL OF Q • AND HEIGHT, PER SCHEDULE AND HEIGHT, PER SCHEDULE
30" (HDTV) SHELF = 75 LBS/SHELF BOLTS, TYP T -FRAME UPRIGHT LL Q w ANCHOR a w
(END) FRAME, TYP o � } co HALF GONDOLA FULL GONDOLA
Z w = BOLTS, TYP � 24X 30YZ
(1) ANCHOR STRAP, Q Q o O FIXTURE SYMBOL FIXTURE SYMBOL
NO. OF SHELF LEVELS/FIXTURE HEIGHT: TYP AT END FRAME
(4) LEVELS AT HT. < 48" XS mz � o ANCHOR U
(5) LEVELS AT 48" < HT. <_ 90" (INSERT STRAP THRU w STRAP z 4 Q
(7) LEVELS AT HT. > 90" SLOT AT TOP OF w XS f r
Q z REF 4- FXS1
(4) LEVELS AT "24V" & "24X" (FULL) = 78" & 90" FRAME LEG) - FH
LEGEND NOTES:
(4) LEVELS AT HD TV = 120" (YZ) E EQ L 1. ANCHORS SHOWN ABOVE ARE FOR EXAMPLE ONLY, REFER TO PLAN
(9) LEVELS AT PHARMACY = 84" (3RX) � J AND DETAILS FOR ACTUAL ANCHOR CONFIGURATION.
HALF GONDOLA AND GONDOLA AND T -FRAME ( \ 2. NOT ALL SYMBOLS SHOWN MAY BE APPLICABLE TO THIS PROJECT.
HALF T -FRAME PLAN VIEW PLAN VIEW
VARIES VARIES VARIES
EXISTING WALL \ \
l �
ol
_ - -
OR FIXTURE
--- -- - - /
FRAME
w \ �-T T-
REF 5-FXS1 FOR • 48T • • 48T • • 48T • • 48T • � JI L �� • 48T • • 48T • �� ���
0 UPRIGHT POST ( \
ol
Lu CONNECTION TO /
U WALL PER OWNER / C/
L w _ REQUIREMENTS c- \ „QD31563�
o x dZL
w_ � GONDOLA \• 7
c x w GONDOLA SHELVING BY /
m > (D U SHELVING SUPPLIER 2019.07.25 11:08:45-05'00'
Z
0 = TYP c=== =P \
�i� �i� �i� FIXTURE
00
U) 4 4 - - - \ - - - - - - -ice--ice- -ice- - - - - - ANCHORAGE
Lu XS ANCHOR XS ANCHOR �� �� ��
STRAP STRAP REF PLAN
i 4-FXS1 i /
• L] •i L L L \ DETAILS AND
w HALF GONDOLA AND T- 36X 48X 48T 48T 48T 48T • 48T • 48T 36V
NOTES
>_ TYPICAL SHELF FRONT VIEW FRAME SIDE VIEW AT WALL FULL GONDOLA AND
LO
CD OR FIXTURE FRAME T -FRAME SIDE VIEW
N .�
GONDOLA SHELVING ELEVATIONS FIXTURE ANCHORAGE PLAN SHEET
N 0 3/8" = 1'-0" 1" = 10'-0"
FXS1
N
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