Plans (31) BUP2021 -00203
RECEIVED
3UILDINGDIVISION ���S �GtNF�9s"0y
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ANCHORAGE OF FIXED AND/OR MOBILE RETAIL SHELVING UNITS. THESE DRAWINGS CONTAIN ONLY THE PLANS AND DETAILS PERTAINING
TO THE PROPER ANCHORAGE OF THE BACK-OF-HOUSE FIXED AND/OR MOBILE SHELVING RACK SYSTEMS. SEE PLANS FOR FULL EXTENT OFOF��CE COPY
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WORK. THESE SHELVING UNITS SHALL NOT BE EXPOSED TO THE GENERAL PUBLIC. . y�o �� 8 .131Qz a
BUILDING CODES: 2019 OSSC, ASCE 7-16 &ANSI/RMI-MH16.1 (2012). ± VI �x'3?D IY)o; OR PLIANCS
1 Expiration Date DEC 312021
Approved
THE VALUE OF THE CONSTRUCTION WORK REQUIRED TO INSTALL THE STORAGE SHELVING �I '-'TC:
4t�oo.00 ( 1LD
NOTED WITHIN THESE PLANS AND CALCULATIONS IS ESTIMATED TO BE APPROXIMATELY: PELOTON AI&css: I m
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BUILDING DESIGN DATA
PROJECTADDRESSA CBC
RESPRIOCCUPANCY
KLER-YYPE(S)-M WASHINGTON SQUARE
VALIDITY OF PERMIT
PELOTON B. NPEOFCONSTRUCTION-II_B THE ISSUANCE OF PERMIT W
WASHINGTON SQUARE C. FIRE SPRINKLER-YES
9685 SW WASHINGTON SQUARE ROAD
-SPACE R06 D. LEVEL OF
PORTLAND,OREGON 97713
EASED ON CONSTRUCTION
DOCUMENTS AND OTHER LLI
BUILDING DATA 9585 SW WASHINGTON SQUARE ROAD - SPACE R05
DATASHALL
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EVENT
ENGINEER MOBILEIFIXED SHELVING LAYOUT THE CODE OFFICIAL FROM
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CONTACT: NICK BURNAM CONTAFAK CT: SA O8 V W
EMAIL nWmam®eeiimtcom CONTACT: SARATOWNER T TITLE SHEET PORTLAND , OREGON 97223 6- W
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LOW PROFILE
"L" & "T" POSTS 1 "DRH" BEAM 2 "DRL" BEAM 3 BASE PLATE FIXED UNITS 4
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NOTE:THE SHELVING SHALL BE ATTACHED
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STUD WALLS ARE REQUIRED. EXISTING STUD N W
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NOTES: �
1. CONTRACTOR SHALL FIELD VERIFY MINIMUM SIZE,SPACING,AND GAUGE OF EXISTING WALL STUDS.
2. CONTACT ENGINEER OF RECORD IF THERE IS A DISCREPANCY.
3. MINIMUM STEEL WALL STUD SIZE=362S162-30(3518'0-5/8'X20 GA.).
4. MINIMUM WOOD WALL STUD SIZE=2X4.
5. MAXIMUM WALL STUD SPACING=16'o.o.FOR STEEL OR WOOD STUDS.
6. MAXIMUM WALL STUD HEIGHT=16-0'ABOVE FINISHED FLOOR.
CARRIAGE AND TRACK ASSEMBLY 5 WALL CONNECTION 6 ANTI-DRIFT MECHANISM 7
SHELVING UNITS SHALL BE MANUFACTURED BY EITHER: NOTE: INSTALLATION CONSISTS OF THE FOLLOWING SHELVING QUANTITIES: i1fH01°'t60E°pM°"`�` ~ LLjWcn
WESTERN PACIFIC 300 EAST ARROW HIGHWAY,SAN DIMAS,CALIFORNIA 91773. FIXED/MOBILE RETAIL SHELVES SHALL BE RESTOCKED BY HAND. DO NOT • TOTAL LENGTH= 42 LINEAR FEET OF SHELVING iI DESICN OE sns••L srDRAT,E SIELVND ns sHOAN Br TNESE auwNFS AND cucuuTaNS MENCOIHNKE wr+N THE Ns�mowoF�E=,
800.-732-9777LA-APPROVEDFABRICATOR'S LICENSE='FB01173' USE A FORKLIFT OR OTHER MECHANIZED LOADER TO STOCK SHELVES. • TOTAL AREA 53 SQUARE FEET OF SHELVING � ' 4ZXIg BEauExE7rts oP rlE m+B ossc.ASGE7-+BSINamN+•na+RB+21 �"' (n Lij
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LA-APPROVED FABRICATOR'S LICENSES='FB02894','FB02894-l',&'FB02894-T. SHELVING UNIT CONFIGURATIONS MAY VARY FROM ELEVATIONS SHOWN BELOW. REFERENCE THE SHELVING UNIT I EawL rsPFcui NSPFcrXN�ouFEo � � s4Ba�-D1e.xl+m W O Q
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CONCRETE
CONFIRM DIAMETER X 7116.0 X 2 S'6'LONG-PER II ESR-1917 SPECIAL O
CONCRETE SUB OVER METAL DECKING LL
HOLE SECTION 4.4,TABLE IA INSPECTOR
CLEAN OUT OF HOLE X BULBIBLOW OUT-PER ICC-ES ESR-1917 SPECIAL
SECTIONS 4.3 61.4 INSPECTOR 21-07-177
I I I MINIMUM ANCHOR SPACING X 210.PER CC-ES ESR-1917 SECTION 44, SPECIAL
TABLE 3 INSPECTOR 812/2021
35'6•-PER CC-ES ESR-1917 SPECIAL
z 13 13 l3 MINIMUM EDGE DISTANCE x SECTION 4.4,TABLE 3 INSPECTOR SHEET
2 5116'-PER ICC ES ESR-1917 SECTION 4.4, SPECIAL
NOMINAL ANCHOR EMBEDMENT X TABLE I,3 INSPECTOR
TIGHTENW-TOROUE X 25FT4BS-PER ICGES ESR-1917 SECTIONS SPECIAL
4 4 I J L 43814,TABLE INSPECTOR
NOTEINSPECTION TO BE COMPLETED BY A 3rd PARTY INSPECTOR. A
WALL-SUPPORTED FREESTANDING - I
8 FIXED SHELVING 9 FIXED SHELVING SIDE VIEWS PARTIAL FLOOR PLAN & SHELVING RACK LAYOUT GENERAL NOTES