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Plans • MCA 10 Al AI1GI163T,=ISO. 106TLAND Og1OON F7106 MOM 6031311•0111 FAX 5031116•0434 WYMPICAAKIIIITICTICOK Q 0 0 0 0 0 lea 1s0' 1Qd 1 14'-0trt /I 1 , , 67.10114' ti' . ' t t I - 0111* S Z� 1a'%fb'O HDOOR—Tr. - 1000 14 X 14'OH DOOR �5j 1 .M WAREHOUSE t . • I i JTABRLTUVVVV __ i iO OFFICE I II ■ STEEL COLUMN TYR 1807 SF it 0 ' 1 _.... ..I ;' '` FLUORESCENT UGHT BOOK I. . 286 SF `1018 3 FIXTURE ABOVE g-0•Lxt'-8'Da T-6'N 1 ' 11t8F r i ,1 , I I lt._ i-- :. j I i' I {....--. I 7 43• __._) i,■ I i I 1 1 1 1 I i I_ I I I STEEL COLUMNTYP. O DN ( o - ` W .. 2;+ 1111111111' I 4'0,... ( ..CK UNITS SER' i_men 1 ROW OF 5 UNITS Ea ''•d:1' '"• `^^' RACK 7JTLX2-i`Dx12-PH Mb a ....._ \ - REFER TO STRUCTURAL IIIIIIIIMP? 22 SF ill 1 A WC --�-- y rwhgt ` - CALCULATIONS AND i STNRWAY IIIIVII u I \ rli. REFER GS FOR ANCHORS. k 4 . O•' REFERT05GN 1D1 I !104,1 _IL I% -—-— O d >r, SHEET A-001 — -- -- `ELEC-PANEL_:_-—J -' — - - _ _ STEEL COLUMN TYP. I� I ' SA I k 1 11 i t 1 11 FLUORESCENT UGHT .......... FIXTURE ABOVE TYP. 1 r i. ii OFFICE I i i Sii.! 1 !.'......._a... 1 i i...._1......._ 1 ti 1 - t ..._... z 1 I II I I 1 I I I < EMI; $ a t 188 SF E J 7,I x=I. < °- ��AT BASE OF COLUMN oc o- 0 .T OVERHEAD SHELVING °L TAPERED LT UP STEEL COLBUMN TYP. BRACE EACH SHELF UNIT. -—-—-. g ii$ 8 DEEP AT FLOOR REFER TO STRUCTURAL LL Z Lil 2?DEEP AT 14'AFF CALCULATIONS AND DRAWINGS Z MEZZANINE `�� L�D aRc�f u 1 FLOOR PLAN 2 FLOOR PLAN IEL ATIT C A•1oo 118"=1'a' A-100 t/8'=t'-0 "' ,.o1ccTNa reau OATS sa-z0 r_p PORTLAND, OREGON,c.. 4152 0-* q-100 I rn 1 N PROJECT VICINITY MAP SCOPE OF WORK GENERAL NOTES DRAWING INDEX M C A DIRECTORY ., f. 1 i , I ,, 813 SW ALDER STREET,SUITE 200 • TENANT: PROJECT TO CONSIST OF: 1.OMISSIONS OR CONFLICTS BETWEEN " wi PORTLAND OREGON 97205 1.TENANT IMPROVEMENT: ELEMENTS OF THE DRAWINGS,NOTES, r PERMIT SET PHONE 503 1 226.0622 INSTALLATION OF NEW STORAGE RACKS AND AND/OR DETAILS SHALL BE BROUGHT TO THE - FAX WWW.MCA-ARCHITECTS.COM LEWIS&CLARK LAW SCHOOL - y t ; BOOK SHELVES IN STORAGE SPACE. NO ATTENTION OF THE ARCHITECT AND • 10015 SW TEWILLIGER BLVD x ` OTHER WORK IS INCLUDED IN THIS SCOPE. RESOLVED BEFORE PROCEEDING WITH THE ARCHITECTURAL PORTLAND,OR 97219 , u .._. WORK. A-000 COVER SHEET (503)768-6833 PHONE ' ' Contact:KURT ARMSTRONG f, '` 2.1T A-001 CODE COMPLIANCE FLOOR PLANS • / IS THE CONTRACTORS RESPONSIBILITY • ,/ TO INSPECT THE JOB SITE TO FAMILIARIZE A 100 GROUND&MEZZANINE FLOOR PLANS ARCHITECT HER/HIM SELF WITH ALL THE EXISTING STRUCTURAL CALCULATIONS&DETAILS LEGAL DESCRIPTION c . CONDITIONS THAT COULD AFFECT THE MCA ARCHITECTS INSTALLATION OF ANY WORK SET FORTH IN 630 SW FIFTH AVENUE,#200 THESE PLANS. PORTLAND,OR 97209 R -° SITE ADDRESS: 15615 SW 74 AVE., J (503)226 0622 r 3.THE CONTRACTOR SHALL BE R� (503)226-0626 FAX , ' 1 1 SUITE#570 a � � o 0 l `' ; r i IGARD,OR 97724 RESPONSIBLE FOR VERIFYING THE s Contact Name:DAN GATES '" EXISTENCE AND LOCATION OF ALL c UNDERGROUND OR CONCEALED UTILITIES IN r' T 18 2012 3 v STRUCTURAL ENGINEER ,t _ I . , _ T �� ADVANCE OF ANY CONSTRUCTION. WY a Q t AS RD L LL cNI VLMK CONSULTING ENGINEERS C'�" \ + 4.THE CONTRACTOR SHALL COMPLY WITH U[LD!NG DNISfON —° �' < a 3933 SW KELLY AVENUE PROJECT LOCATION P\ v o PORTLAND,OR 97239 1 LOCATION PLAN �A ALL APPLICABLE CODES,RULES AND o s CS cei 503 222 4453 REGULATIONS. OBTAIN AND PAY FOR ALL E ,� _.d. ( ) PERMITS AND LICENSES REQUIRED. 3 0 7,0 (503)248-9263 FAX A000 N.T.S. V ¢ J '' Contact Name:JASON SAHLIN z 5.AREA CALCULATIONS ARE APPROXIMATE. l ARCHITECTURAL (, . ARCHITECTURAL SYMBOLS ABBREVIA1 IONS BUILDING SUMMARY DRAWING REFERENCE TITLE NORTH ARROW CENTER LINE L ANGLE EA EACH CONSTRUCTION TYPE: VB @ AT FF FACTORY FINISH OCCUPANCY GROUP: S-1 &B E CENTERLINE FIN FINISH SPRINKLERED: NO DRAWING TITLE �� NAME 1 / PER OR OVER FL FLOOR DRAWING NUMBER ;\ ELEMENTS ABOVE ± PLUS OR MINUS FT FOOR OR FEET FIRST FLOOR SQ FT: S-1 = 1,907 SF SHEET NUMBER [ CHANNEL G.W.B. GYPSUM WALLBOARD B = 361 SF SCALE OF DRAWING W 1/" = 1'-0" t ADJ ADJUSTA3LE GYP GYPSUM 2,268 SF 0 ELEMENTS BELOW A.F.F. ABOVE=.FINISH FLOOR HDWD HARDWOOD z MEZZANINE FLOOR SQ FT: B = 494 SF APPROX APPROXIMATE HDWR HARDWARE TOTAL SQ F. 2,762 SF DETAIL TARGETS NAME TAG ARCH ARCHITECTURAL MFR MANUFACTURER ® DEMO WORK BD BOARD N.I.C. NOT IN CONTRACT DRAWING NUMBER ROOM-NAME BET BETWEEN N.T.S. NOT TO SCALE OCCUPANT LOAD: ROOM-NAME — FIRST FLOOR 8 OCCUPANTS SHEET NUMBER BLDG BUILDING OCC OCCUPANCY MEZZANINE 5 OCCUPANTS AREA TO BE DETAILED —1 I 0 SQ FT LEADERS — BLK BLOCK O.F.C.I. OWNER FURNISHED, TOTAL OCCUPANT LOAD 13 OCCUPANTS CUTLINE © BLKG BLOCKING CONTRACTOR INSTALLED 1 EXIT REQUIRED BM BEAM PLYWD PLYWOOD 2 EXITS PROVIDED w CEILING ELEVATION TAG DIMENSIONS B.O. BOTTOM OF PT PAINT x INTERIOR ELEVATION TARGET W N 1 1/4" B.S. BOTH SIDES P.T. PRESSURE TREATED N W E �0'-0� 10'-0" — / B.U.R. BUILT-UP ROOF R.C.P. REFLECTED CEILING PLAN ��C jl ��� cd DRAWING NUMBER CAB CABINET RM ROOM LU ,�j DIRECTION VIEWED c� C.V. CERAMIC TILE SBSTR SUBSTRATE �� `If 0 • SHEET NUMBER i WALL TYPE TARGET COL COLUMN S.C. SOLID CORE �' S CPT CARPET lIANIEWATES Cam'CSWK CASEWORK STD STANDARD DOOR TAG WINDOW TAG O STRUCT STRUCTURAL 44 PROIECr No 12-145 C.T. CERAMIC FILE TEMP TEMPERED DEMO DEMOLITION THK THICK/THICKNESS PORTLAND, OREGON DATE: 10-12.2012 2.2o1z _cp 100A\I <> _ EQUIPMENT TAG DTL DETAIL THRESH THRESHOLD 4152 Q /� DW DISHWASHER U.O.N. UNLESS OTHERWISE NOTED ��� ��� A..000 1 / - ELEV ELEVATION W/ WITH E/(E) EXISTING WD WOOD O O �`°"Y"'�"` MCA .i k ( , I C C I ', 813 SW ALDER STREET,SUITE 200 PORTLAND OREGON 97205 PHONE 5031226.0622 FAX 503/226•0626 W W W.MCA-ARCH ITECTS.COM O 2 ® a 15-0' O 161-0' O 15-0' 'T' 14'-0 1/2' )' i I 62'-10114' I I 1 1 I I r--- - ---1, I I I 0 _.. 1 0 I 1 _ -- 1 1 1 I �_ c 100A 141X 14'OH DOOR - 8 �— 100C 14'X 14'OH DOOR \ 4 f J b 7- WAREHOUSE \VNG Eo —°o ■ TAPERED BUILT UP 100 0•G� �� s OFFICE 1 , STEEL COLUMN TYP. , 1907 SF , � 295 201 i SF C 101B FLUORESCENT LIGHT a BOOK SHELF J v 1 10is I FIXTURE ABOVE TYP. 3'-01.x 1'-9'D x 7"-61-1 1 LL Q L 1\CV 188 F E–_ __ V D N• J ( STEEL COLUMN TIP. 06 s° .,Q,, • 5 \_ — � _� _ L_L -I I I_� - a o' B - - - B - I I 1 1 1 1 - 1 DN O ( L . i i I i i i i i i ���" RACK UNITS J 1 il I I eo 1 I 1 1 1 1 ' 1 ROW OF 5 UNITS SERVICE UNISEX I \ — RACK OF x 2'-70 ITS x 12'-0"H ■ 102 RESTROOM - REFER TO STRUCTURAL ), 22 SF 103 \ 1 1 , 1 1 I I l 4 § a-- i --B('�OKSH LFFIIas.--+--+---1-- _, , • ih �_ N HW 53 SF x�1 r �,, , , , , , 1 , 1 �.� CALCULATIONS AND STAIRWAY ` ; 5 OWS 1,UNITS I 1 y 1 o G���G DRAWINGS FOR ANCHORS. I REFER TO SIGN Q 1 I 1 1 I I I I I I I I REQUIREMENTS 1 t ��� 1 \c...1____4).. , P 104A I I I I I I 1 I 1 I I I 1 1 I I I 1 1 I I I O1 _ -- - 1 - O - 1 " ' - 1,_ 1 SHEET A-001 I C 1 f . A STEEL COLUMN TYP. ELEC PANEL _ ] , , I , , , r 1 1 1 1 1 I N I 105A I I I I I I I I I I I I I I a, I I I I I 1 1 , 1 I 1 I 1 FLUORESCENT LIGHT 1 1 I I 1 1 1 1 1 1 1 FIXTURE ABOVE TYP. 1 I I I I { I I' C7 E � I I I I I I ) 1 I - I vVV������NNNv�GGG I 1 1 1 1 I 1 1 1 1 1 I OFFICE 202 1 105 1 1 1 1 1 1 1 I Z 199 SF 193 SF I .- 1 T Q 1 LTAPEREDBUILTUP� , �•CFi��NG b• 4 cc II O - 0 — OVERHEAD SHELVING °C O• BRACE EACH SHELF UNIT. 0 �+ STEEL COLUMN TYP. REFER TO STRUCTURAL 8"DEEP AT FLOOR O z CALCULATIONS AND DRAWINGS 22"DEEP AT 14'AFF z Z MEZZANINE .- A�� ° N 1 FLOOR PLAN Z 2 FLOOR PLAN o DANIEL ATI is-A-100 1/8 = 11-0" 1 A-100 1/8 = 1 -0 PROJECT NO: 12.145 DATE: 1042-2012 tp PORTLAND, OREGON X 41512 17 \ A-100 moo 4 O I�7-- O� 000PYRIGHT f 0 ® Q 1 0 0 0 o MCA . ,1 1 I I I I 813 SW ALDER STREET,SUITE 200 I I 141-0 1/2' I POOTE 5031226.0622 OR OREGON 205 FAX 50312260626 - I WWW.MCA-ARCHITECTS.COM I 1 r-- • ' I 1 ' EXIT 2 I EXIT 1 I I q A - —V- < - ti O\ 100A m ryl'1000 Y E. B OCCUPANCY POINT IN THE EXIT PATH WHERE Y 8 ' THE OCCUPANT HAS ACCESS WAREHOUSE 8'X 6'SIGN @ 5'0"AFF 168SF 100 SF=2 OCC I I 100 -- MOUNTED TO THE RACK. TO TWO REQUIRED EXITS IN OFFICE I 21' ' SEPARATE DIRECTIONS I ' 1907 SF I fit SIGN SHALL STATE: 201 "STORAGE OF MATERIALS ,_ 295 SF OFFICE ; 101B 25' S OCCUPANCY HIGHER THAN 12'-0"IS 9 101 1 1 1 1907SF 500=4 OCC PROHIBITED'. B OCCUPANCY LOAD 188 SF I o 0 494/100 SF=5OCCUPANTS I F I = v O 63'+6'+ 1G=85'TOEXIT POINT _ O o _ _ I- j _ ' -I __ -f v, 5 �DN �� --- i i i i I _ Li 1 I I 1 I I I I 1 1 II 1 I c I 1 I I I I 1 1 1 I I J U S • SERVICE-.r UNISEX I I �c u_ ¢ CV■■ • 102 RES10ROOM I U ? = 22 SF I `' In In �``I 1 I I I I I I I� I I I I O a7 ■: 2 53 SF I i i - 1 i I i i °M I ii I I I I I I •Lf)�IsTAIRwY I I I I I I I ! -4 .. 4 ElliL:I. - 1 104 ��yy �A I I I I 1 I I I I I I I 'WP �oaA I 1 I I I I I I I I I I _____l� ' - 1 I I 1 I 1 I I I I I I O H _ - - - - - I - O - - - _I - - -i - I T — - - - � 2g - -.., � � 1 MI I 105A I I I I B OCCUPANCY I I I I 1 I I I 1 Ii 1 I I 193 SF/100 SF=2OCC I 1 1 1 1 1 I 1 1 1 1 1 r 8'X 8"SIGN @ 5'-0"AFF ' MOUNTED TO THE RACK. ' 1 1 I I I I I I 1 I I I OFFICE I I I 1 I Li, I 1 I 1 I I I OFFICE I I 1 1 I I I Il I I I I I 1 I SIGN SHALL STATE: • 202 105 1 1 1 1 1= a l I I I I I I 1 193 SF I \`' b STORAGE OF MATERIALS 199 SF C? © I HIGHER THAN 12'-0"IS �I \" PROHIBITED". N 0 0 � I Y .15 1 tw MEZZANINE 0 0 (J1FLOORPN /� 2 GROUND FLOOR PLAN II _ I II 6 11 _1/8 - 11-0" A-001 1I 8 - 11-0" I a z _ .. 0 FIRST FLOOR NOTES: TT11 OCCUPANCY AREA OCC LOAD OCC TOTAL •RACKING WILL BE USED TO •REFER TO STRUCTURAL k%ViD Ake O 1 B ' 361 SF 100SF/OCC 4 STORE MISCELLANEOUS PAPER CALCULATIONS AND DRAWINGS (. Si - 1907 SF 500SF/OCC 4 PRODUCTS. SIGNS WILL BE FOR BOOKSHELF AND RACKING �� f� V SUBTOTAL 8 PLACE ON THE RACKS NOTING ANCHORAGE DESIGN.PREPARED IANIEL . ATES C'" MEZZANINE "STORAGE OF MATERIALS BY VLMK CONSULTING w PROJECT No. 12-145 OCCUPANCY AREA OCC LOAD OCC TOTAL HIGHER THAN 12'IS ENGINEERS .1'II B 494 SF 100SF/OCC 5 PROHIBITED' 1 DATE: 10-12-2012 •BOOK SHELVES WILL BE USED TO (J3 PORTLAND, OREGON ,� SUBTOTAL 5 STORE PAPER BOOKS. ,./ 4152 C' t A -oo1 TOTAL OCCUPANTS 13_ 7{-��' \? H OF O� OC COPYRIGHT I RECEIVED VLMKCONSULTING 503.222.4453 E N G I N E E R S OCT 18 2012 503.248.9263 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • OR • 97239-4393 cm/oFTIGARD www.vlmk.com BUILDING DIVISION STRUCTURAL CALCULATIONS for LEWIS & CLARK LIBRARY BOOKSHELF AND RACKING ANCHORAGE DESIGN 15615 SW 74th Ave., Suite 570 Tigard, OR 97224 SPECIAL INSPECTION REQUIRED for • State of Oregon Structural Specialty Code OF TIGARD MCA Architects " °'`"°d (J ❑ Concrete and Reinforcing Steel Conditionally Approved..............[ ] 813 SW Alder St., Suite 200 See Letter to:Follow..................[ olts Installed in Concrete Portland, OR 97205 A hod•. ❑ Special Moment-Resisting Concrete Frame pernitNumber; l.';!y, rr ❑ Reinforcing Steel&Prestressing Steel Tendons T� ilyL- �•�M Date: 611 .21❑ Structural Welding •POO . ❑ High-Strenght Bolting �� .aI Fs o 1011(0111 Approved plans CI Structural Masonry " - F° shall be on job site. ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete Fill .1 co. OFFICE COPY ❑ Spray Applied Fire-Resistive Materials 4/�`AOry C. e' ❑ Prigs, Drilled Piers and Caissons ❑ Shotcrete EXPIRES: B/30/2DLCJ ❑ Special Grading, Excavation and Filling ❑ Smoke-Control Systems Prepared By: Colby Anderson, E.I.T. ❑ Other Inspections VLMK Job Number: 20120236 • October 16th, 2012 'Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Lewis & Clark Bookshelf and Racking Anchorage Lewis & Clark Library Bookshelf and Racking Anchorage Design 15615 SW 74th Ave., Suite 570 Tigard, OR 97224 VLMK JOB NO. 20120236 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 Structural Details S-1 thru S-3 Structural Calculations C-1 thru C-6 Reference Sheets REF-1 thru REF-2 PROJECT DESCRIPTION Library storage bookshelves and storage racking are to be installed in the existing Lewis & Clark Law School Library at the above mentioned address. The location is to be used for archive storage, and will not have public access. This package includes calculations and details for the seismic force resisting anchorage of the bookshelves and racks, no analysis of the existing frames for gravity or lateral capacity was preformed. For the bookshelves, this design considered the overturning in the short direction of each shelf, the long direction (flush with adjacent bookshelves) was not considered. DESIGN CRITERIA CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) MATERIALS Drilled Anchors: Concrete Screw Simpson Titen HD Screw Anchor ICC ESR-2713 Anchors (Periodic Special Inspection may be required) ***LIMITATIONS*** VLMK Consulting Engineers was retained in a limited capacity for this project. The design is based upon information our observation of the existing bookshelves and racking. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Consulting Engineers for items beyond that shown in this Structural Calculation Package. File:G:1Acad2 01 212 01 20 2 361Calculations12 01 2 02 36 Design Criteria.docx Page 1 Printed:Odober 17,2012 0 16-0' 0 iG Q' O 160 , , 82.101/4' - SEE ARCH FOR _ AT RACKING PROVIDE (2) 1/2" I MORE INFORMATION DIA x 2 1/2" EMBED HILTI I 'KWIK—BOLT TZ' ANCHORS AT EACH B=ASEz.PI'I TE (4}} - a�F� iOOA 14'fI 14'oH, t I y; tai !)F+T�iSR I. I EACH FRAME, TYF�ICAL \ i TAPERED BUILT U t G,u0G - SIEELCOLUMNTYP. I RACKU(N,S I 1, 1 ROY/OF5J11S FLUORESCENT LIGHT WAREHOUSE 1 FOCTURE ABOVE 1YP. 1 RACK T-0 L x 1 ` _ ,_ __1907 SF-_ .., 2%ro x,r.n1+ a BOOK SHELF — s L.. 3'-0'L x 1'-9'D x 7-61i I I a II I N O 14 st OP I N UNISTRUT BRACING ACROSS �, I 1 Ut 7S ,. o TOP OF BOOKSHELVES AT 'N il S cv S-0" 0.C. P E R� mime sun mom sow . I o IN7, _11111111 111 N. Fl f 6 FL ; NMI MM MEIN ti- C —min NM NMI-- a 'Z as A'. Of OOLINAN I �Cfij�N d fo ar n(p ..., N DIAGONAL BRACING NOTES: uo PER Ank 1. FLOOR PLAN AND LAYOUT PER ARCH. N ® 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER IF CONDITIONS VARY FROM WHAT o IS SHOWN HERE, TYPICAL. `" 3. CONCRETE SLAB ASSUMED TO BE MINIMUM 4" THICK, NOTIFY ENGINEER IF OTHERWISE. A BOOKSHELF/RACKING PLAN S-1 A-100 FLOOR PLAN.PDF 3/32" = 1'-0" v L M K CONSULTING LEWIS & CLARK BOOKSHELF/RACKING DESIGN 212,2.36 10/12 ENGINEERS 15615 SW 74TH AVE, SUITE 570 CGA JCS w a049 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OR 97724 1503.8.9263 Iwww.vlmkcomm BOOKSHELF/RACKING PLAN S-1 7" MA 2'-6" MIN i UNISTRUT 'P1346' CLIP 1/2" DIA THRU- WITH (2) 1/2" DIA ' BOLT, TYPICAL THRU-80LTS TO EXISTING 0 �l0? FRAME AND (1) 1/2" DIA �!IMaii! THRU—BOLT TO UNISTRUT El BRACE, TYPICAL P1000 UNISTRUT UNISTRUT � — `~ BRACE PER AT 3'-0" O.C. ® .-1 P1001 UNISTRUT BRACE ACROSS TOP UNISTRUT ANGLE ill OF BOOKSHELVES AT --'"- Tm PER o 3'-0" O.C. I (2) P1000 UNISTRUT, 0 ONE EACH SIDE, AT EXISTING E �-- ----, 3'-0" 0.C. BOXED POST a A u) O N N N X O Q N 0 (D 0 I I °' 3 EXISTING -• .o a BOOKSHELF FRAME .�' `�-. o II C I I II E I I - ^^�.�� I 1 U . II � r! II Q es EXISTING —'----------.._., TYP TYP CONCRETE SLAB up 0 Jr N 1t N ,t d • �G 5 ., _ e 1. N 'P1026' ANGLE EACH SIDE WITH 1/2" DIA THRU—BOLTS TO BRACE AND (1) 1/2" DIA x 2 1/2" EMBED HILT] 'KWIK—BOLT TZ' ANCHOR EACH SIDE, TYPICAL C S-2 BOOKSHELF BRACING DETAIL 3/4" = 1'-0" CONSULTING LEWIS & CLARK BOOKSHELF/RACKING DESIGN 212236 10412 ENGINEERS 15615 SW 74TH AVE, SUITE 570 CGA JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OR 97724 A503.222.4453 vlmk @vlmk.com S-2 503.248.9263 I BOOKSHELF BRACING DETAIL www.vImkcom EXISTING BOOKSHELF FRAME L2 1/2 x 2 1/2 x 6" LONG 16GA ANGLE WITH (1) 1/2" x 2 1/2" EMBED HILTI 'KWIK-BOLT TZ' ANCHORS AND (3) #10 SCREWS TO ° EXISTING BASE FRAME SIDE, CENTER o AT JOINT OF TWO CABINETS, EACH U SIDE, TYPICAL E a -- EXISTING ro CONCRETE SLAB `� l II ° e i v. . , Rio N 5u a I. d e. • o G N b V s d • a O s N al 0 BOOKSHELF BASE ANCHORAGE DETAIL 1 1/2" = 1'-O" 0 EXISTING BOOKSHELF o FRAME o L U C Q a) I L2 1/2 x 2 1/2 x 3" LONG 16GA ° ANGLE WITH (1) 1/2" x 2 1/2" m rn EMBED HILTI 'KWIK-BOLT TZ' I ANCHORS AND (4) #10 SCREWS TO N EXISTING FRAME SIDE, ONE SIDE OF EACH SHELF LEG, TYPICAL ca r7 N O EXISTING N '.' 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L.,1).361-r0f- .--- L.oa.a C aid,,kt tZ - 1J0°j, Lo TOP S iW.i.J to 1.4%.-le $ C r 42`/zA-4-z:,k4F 1. o-Co" 1S'2.5 " (1 _a — $ 5- * 10.1_ rtm (c.).s t- - 2.31 . r= V(-t32 s") - Sc;cow I�-- i n - if ... .. i f o5 �2 52-9 A,,� o bDt5 r COPSNi-Z� , • C Ytou. toe, Loix t.- ..-`-> r. a..rs:v. +amrsev fl._ .:. :_..: '-- •-.. svros��. .. ..,.w.y..e..::,a.�•z: ...... ...,,..r,�,wN, .o..is.o-. .... �«...c._ M... a Er:Emma:I www.hilti.us Profis Anchor 2.3.2 Company: VLMK Consulting Engineers Page: 0 Specifier: CGA Project: L&C Rack Anchorage Address: Sub-Project I Pos.No.: 20120236 Phone I Fax: Date: 10/16/2012 E-Mail: C Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ-CS 112(2) 95111111111111111101 Effective embedment depth: he=2.000 in.,h„a,,,=2.375 in. Material: Carbon Steel Evaluation Service Report:: ESR 1917 Issued I Valid: 4/1/2012 1 5/1/2013 Proof: design method ACI 318/AC193 Stand-off installation: eh=0.000 in.(no stand-off);t=0.375 in. Anchor plate: IK x ly x t=6.000 in.x 6.000 in.x 0.375 in.;(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,3000,fc'=3000 psi;h=4.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) yes(D.3.3.6) Geometry[In.]&Loading[lb,in.lb] 4 ^�o \` • 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity p N/pv[%] Status Tension Concrete Breakout Strength 578 1979 30/- OK Shear Pryout Strength 660 2132 -/31 OK Loading pN w S Utilization YN,V(%] Status Combined tension and shear loads 0.292 0 310 5/3 28 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003.2009 Hilti AG,FL-9494 Schaan Kill is a registered Trademark of Hilti AG,Schaan 1■■IIi111.1 www.hilti.us Profis Anchor 2.3.2 Company: VLMK Consulting Engineers Page: 1 Specifier: CGA Project: L&C Rack Anchorage Address: Sub-Project I Pos.No.: 20120236 Phone I Fax: I Date: 10/16/2012 E-Mail: • Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software- In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility' PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hiki is a registered Trademark of Hilt AG,Schaan 6 usGs Design Maps Summary Report User-Specified Input Report Title Lewis &Clark Shelving/Racking Design "rue October 16, 2012 15:53:25 UTC Building Code Reference Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 45.40707°N, 122.75255°W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I '' e xloo 3tilEYPl. a ! a = h,ir?ttnt in hu,z e Afflitf rd 'i 1Ctcreland 71I} cooper �aurital � . . mitivaukie -ott�oqale Aloha South Fir gn ;rs Tit nrti I at � qj :irp,A I i �Eetr H� t ' ake �,E ft $4JS' h l VVVi Itoin (.)!-MegO T)a.r (:441 a! i". I ity ebeau 1 Ur. �:� i is • ', Utoted States `'iherwi .1,119;a,,47.';(ilid :�Iters�:c�o�T i`.di'lc1in1 South ' F ,p h VYA� is :-iitaludial USGS-Provided Output S5 = 0.936 g SMS = 1.053 g Sos = 0.702 g S1 = 0.336 g SM1 = 0.581 g Sol = 0.387 g MCE Response Spectrum Design Response Spectrum 1.10 0.72 0.94 0.64 0.88 0.56 0.77 0.48 Or 0 G R 0.55 ! 0.40 I 0.32 0.44 0.33 0.24 0.22 0.16 0.11 0.00 • 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.00 2.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.00 2.00 Period,T(sec) Period.T(sec) Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject-matter knowledge. vex= - L P1000 & P1001 Channels U N I STR U T• P1000-BEAM LOADING P1001 •BEAM LOADING _ N�'°i'{tee .' Y�.r-Y1 r� to u�. p I ,y-`'R r f�•t .2• .: ,Zi'� '' ' �} < ,jf.` { ry `,� `e f R'iij}TO rct''Y L �k k sy -,,,,,.1 0 i, 4z)!4� S r.! , j' 1 . �t�"• ' �' } + k F',. fl ,, �4f I d 41,4H- v .t ��''� 4 �" i s+ s''nnj ✓'' c a 1 0 Oadl at D @fleCtlOn co Y ); s If r b Iv+ti I �' ,, a , u.0.44-V4, .W.4)00-,�,`t.r t n ig l '1n 3 z,� �#,.*M, U -:.v., `Yix i �°,'; "::1,)\, a < { ' ' i >qtg', 4,i'• L}3'.uc; rr 1, 0'.4 ." it f.1181114'- • ab 4 firi',7SpLbs� - . 24 1,690 0.06 1,690 1,690 1,690 24 3,500' 0.02 3,500' 3,500' 3,500' 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 3,190 3,190 3,190 48 850 0.22 850 760 500 48 2,390 0.13 2,390 2,390 2,390 Tan 60 680 0.35 650 480 320 60 1,910 0.20 1,910 1,910 1,620 au Tu 72 560 0.50 450 340 220 72 1,600 0.28 1,600 1,600 1,130 F' 84 480 0.68 330 250 160 84 1,370 0.39 1,370 1,240 830 - 96 420 0.89 250 190 130 96 1,200 0.51 1,200 950 630 co 108 380 1.14 200 150 100 108 1,060 0.64 1,000 750 500 'O 120 340 1.40 160 120 80 120 960 0.79 810 610 410 T 144 280 2.00 110 80 60 144 800 1.14 560 420 280 045 rn 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3.55 60 50 NR 192 600 2.02 320 240 160 216 190 4.58 50 40 NR 216 530 2.54 250 190 130 rn 240 170 5.62 40 NR NR 240 480 3.16 200 150 100 c, ii •.}.. is co .p,-.QdO-COLUMN LOADING P1001 -COLUMN LOADING C7 ,I ., I I .I. I i ;i`1 r Ill .., I.;,- - fn r I,, i I ` d Q 5. ";'4;t:•-r 3,550 10,740 9,890 8,770 7,740 24 6,430 24,280 23,610 22,700 21,820 cn '; •i 'rr 3,190 8,910 7,740 6,390 5,310 36 6,290 22,810 21,820 20,650 19,670 o •;r 11.0 , 70 7,260 6,010 4,690 3,800 48 6,160 21,410 20,300 18,670 16,160 c I% o 2,380 5,910 4,690 3,630 2,960 60 6,000 20,210 18,670 15,520 12,390 ••-,':'' 2,080 4,840 3,800 2,960 2,400 72 5,620 18,970 16,160 12,390 8,950 11 1,860 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 Q 1,670 3,480 2,750 alto 1,660 96 4,690 14,890 11,190 7,250 5,040 D g 'r- 1,510 3,050 2,400 1,810 108 4,170 12,850 8,950 5,730 3,980 f : • 1,380 2,700 2,110 " 120 3,690 10,900 7,250 4,640 P 1,150 2,180 1,660 144 2,930 7,630 5,040 " " ,;; ± e:*(-qA r�� C NRY''t I'r't� 1g a 001 •ELEMENTS OF SECTION Notes: w . , 'Load limited by spot weld shear. �' v l , t , "KL/r>200 rn 4? d1<'�' ' r NR=Not Recommended. co a of Section 0.555 In2 1.111 In2 rn 1. Beam loads are given in total uniform load(W Lbs)not uniform load(w lbs/ft or C s '1 w:bs/in). a) ;Moment of Inertia(I) 0.185 In' 0.928 In' 2.Beam loads are based on a simple span and assumed to be adequately laterally a `?Section Modulus(S) 0.202 In' 0.571 In' braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 56 c '.•,`adius of Gyration(r) 0.577 In 0.914 In for reduction factors for unbraced lengths. O e_ .'. 3. For pierced channel,multiply beam loads by the following factor: U xS'- oment of Inertia(I) 0.236 In' 0.471 In' "KO"Series 95% "T"Series 85% •`t'ection Modulus(S) 0.290 Ina 0.580 In' "HS"Series 90% "SL" Series 85% c �` t;adi s of G rayon(r) 0.651 In 0.651 In "H3"Series 90% "DS"Series 70% •"• a. 4.Deduct channel weight from the beam loads. 'a"' 5.For concentrated midspan point loads,multiply beam loads by 50%and the corresponding deflection by 80%.For other load conditions refer to page 18. 6.All beam loads are for bending about Axis 1-1. - „is/8,, j.. _ ,_faint System ----T J r,Y,. 25