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Plans (8) BU P2016 - 00132 B 1 i M '. RECEIVE' i Y t T M S: BIAMP SYSTEMSAPR 182016 CITYO F 1K ARD CORBIN CONSULTING ENGINEERS,INC. BUILDING DIVISION Liiii 1905 N.W.169th Place Suite 121 Beaverton,OR 97006 100L ANCHORAGE CORBIN Te:(503)645 Ot76 Fax:(503)645 0415 10575 SW Cascade Ave Tigard3 Oregon 97008 PRf 3- I iP i!pr,2 V VE—',VA , `-• 1 SPECIAL INSPECTION REQUIRED �,' �•- 6-, I State of Oregon Structural Specialty Code - FX IRESo 1 z ,r / Z��`t 0 Concr to and Reinforcing Steel . Bolts Installed in Concrete DRAWING NAME DESCRIPTION REV DATE ❑ Special Moment-Resisting Concrete Frame 0 Reinforcing Steel&Prestressing Steel Tendons G-001 GENERAL TITLE SHEET 0 04/08/16 0 Structural Welding 0 High-Strenght Bolting S-001 STRUCTURAL GENERAL NOTES 0 04/08/16 , El Structural Masonry S-501 STRUCTURAL DETAILS 0 04/08/16 0 Reinforced Gypsum Concrete S-502 STRUCTURAL DETAILS 0 04/08/16 El Insulating Concrete Fill S-503 STRUCTURAL DETAILS 0 04/08/16 0 Spray Applied Fire-Resistive Materials �' ❑ Pilings,Drilled Piers and Caissons w 00 S-504 STRUCTURAL DETAILS 0 04/08/16 W > o ❑ Shotcrete ❑ Special Grading,Excavation and Filling rn 0 C/) w N- Q � ID0 Q Smoke-Control Systems z Q Other InspectionsI- Q 0 612...„,......................_ .. 0 (1) 000 U z � Cf)Q � Q 0_ , 0 250 O aur O co LOQ n 0 O i= iii J F- F. F- 0 Z O W CC ;- CC Y 0_ J Q W cJ ''. OF _. Q :FX. G�`O\-`' , O s w i O R�VIEWEDCITY O8,CODE COMfPLTANC cD 5 e� OTC:Approved* ..k 12 ,11 / r,.. w �F,Q�, Permit#: �C' a.�i( 0.'`� \c7L PROJECT Q 0ill Address: iltintelp A I °••►� i' j SITE w 0 ;: . Suite# i, C. �'i'O �` B ••, 4-L---,,, O 4. U 2>> 1 fY 1 OFFICE COPY Z z O o j a- o 1 W rfJ W O ;1'1 : Drawn By: M. waTi<iivs SW NORTH DAKOTA ST ' r. SW NORTH DAKOTA ST Sheet Title: GENERAL TITLE SHEET sii, VICINITY MAP Sheet Number: G-001 Proj No: CC16049 BIANAP* STRUCTURAL NOTES DIVISION 3 - CONCRETE AND REINFORCING S Y S E M DIVISION 1 - GENERAL POST-INSTALLED ANCHORS AND DOWELS ABBREVIATIONS GENERAL 1. INSTALL ALL ANCHORS PER ITS RESPECTIVE ICC-ES EVALUATION REPORT LISTED BELOW. 2. ANCHOR EMBEDMENT SPECIFIED ON DRAWINGS IS EFFECTIVE EMBEDMENT. AB = ANCHOR BOLT JT = JOINTCORBIN CONSULTING ENGINEERS,INC. 1. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE SPECIFICATIONS (IF ANY). ABV = ABOVE ) 3. EPDXY DOWELS AND ADHESIVE ANCHORS SHALL BE ONE OF THE FOLLOWING: ,J 1vosN.w.l6vthPlace Suite 121 2. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO THE EXTENT SHOWN. ADD = ADDENDUM LL = LIVE LOAD "" Bcavrtou,OR97006 A. HILTI HIT-HY 200 ESR-3187 CORBIN Tel:(503)645-0176 Fax (503)645-0415 3. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST ADDL = ADDITIONAL LLH = LONG LEG HORIZONTAL RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. B. HILTI HIT-HY 150 MAX SD ESR 3013 AHJ = AUTHORITY HAVING JURISDICTION LLV = LONG LEG VERTICAL 4. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. FIELD VERIFY C. POWERS PE1000+ ESR-2583 ARCH = ARCHITECT LP = LOW POINT -- DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE PRIOR TO D. SIMPSON SET-XP ESR-2508 ASSY = ASSEMBLY LSH = LONG SIDE HORIZONTAL ,-.-..,,,.:.c-% "R '' FABRICATION OF MATERIALS. 4. EXPANSION ANCHORS SHALL BE ONE OF THE FOLLOWING: ATR = ALL THREAD ROD LSL = LONG-SLOTTED (HOLE) "7-i�, "'� ,. 5. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE AND A. HILTI KWIK BOLT TZ ESR-1917 LSV = LONG SIDE VERTICAL CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ARCHITECT BLDG = BUILDING 5. SCREW ANCHORS SHALL BE THE FOLLOWING: (�7 ' � �'-*y"r�'� � � :: AND STRUCTURAL ENGINEER OF RECORD. BLKG = BLOCKING MAX = MAXIMUM _ F. A. HILTI HUS-EZ SCREW ANCHOR ESR-3027 6. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH BLW = BELOW MB = MACHINE BOLT B. POWERS WEDGE-BOLT+ ESR-2526 .- ()REGO�, .- THE MANUFACTURER'S INSTRUCTIONS. BM = BEAM MECH = MECHANICAL 0I , 7. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND, C. POWERS VERTIGO+ ESR-2989 BO = BOTTOM OF MFR = MANUFACTURER ':'5.21 ' �. ( F3 LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE RESISTING D. SIMPSON TITEN HD SCREWANCHOR ESR-2713 BOD = BOTTOM OF DECK MIN = MINIMUM '?J a'', , C SYSTEMS HAVE BEEN INSTALLED. 6. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. BOTT = BOTTOM MISC = MISCELLANEOUS '. ALL ANCHORS MUST HAVE CURRENT ICC-ES APPROVAL. BP = BASEPLATE EXPIRES:t "I' DESIGN STANDARD 7. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED BRG = BEARING (N) = NEW OTHERWISE ON DRAWINGS. BS = BOTH SIDES NS = NEAR SIDE E!N GINE , ,.,w. 2014 OREGON STRUCTURAL SPECIALTY CODE BTWN = BETWEEN NTS = NOT TO SCALE STRUCTURAL NOTES BW = BOTH WAYS NSG = NONSHRINKGROUT DESIGN CRITERIA NO OR# = NUMBER CHK = CHECKERED 1. RISK CATEGORY II DIVISION 5 - METAL CIP = CAST-IN-PLACE OC = ON CENTER CJ = CONTROL OR CONSTRUCTION JOINT OCEF = ON CENTER EACH FACE 2. DESIGN VERTICAL LOADS, UNLESS NOTED OTHERWISE, ARE AS FOLLOWS: GENERAL CJP = COMPLETE JOINT PENETRATION OD = OUTSIDE DIAMETER A. EQUIPMENT LOADS: CNTR = CENTER OPP = OPPOSITE HAND 1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE CL = CENTER LINE OSSC = OREGON STRUCTURAL SPECIALTY EQUIPMENT LOADS WITH AISC 360-10: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"AND AISC 303-05: CLR = CLEAR CODE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". CMU = CONCRETE MASONRY UNIT Weight 2. ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS COL = COLUMN PC = PIECE Equipment Name (lbs) ANCHORAGE STAMPED BY AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. CONC = CONCRETE PJF = PRE-FORMED JOINT FILLER 3. UNLESS OTHERWISE NOTED, CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE CONT = CONTINUE OR CONTINUOUS PL = PLATE Air/Nitrogen Tank 500gal 1,050 SEE DTL. 1/S-501 CTRD = CENTERED PLCS = PLACES g PERMIT FOR BIDDER DESIGN STRUCTURAL SYSTEMS. CY = CUBIC YARD PROJ = PROJECTION Compressed Air Dryer 630 SEE DTL. 2/S-501MATERIALS PSI = POUNDS PER SQUARE INCH \w O ERSA Versaflow 3/45 3,000 SEE DTL. 3/S-501 (D) = DEMOLISH w / O 1. STRUCTURAL STEEL MATERIALS SHALL MEET THE FOLLOWING CRITERIA: DBL = DOUBLE RAD = RADIUS Q (- ERSA Versaflow 5060 3,000 SEE DTL. 4/S-501 = = O DC DEMAND CRITICAL REF REFERENCE A. ANGLES, CHANNELS AND PLATE: ASTM A36 Q W DEG = DEGREE REINF = REINFORCING Heager Insertion Machine 2,000 SEE DTL. 5/S-501 B. STAINLESS STEEL PLATE: ASTM A276, TYPE 304 OR 316 DET = DETAIL REQD = REQUIRED w 0 Z Heller Oven 1809 4,000 SEE DTL. 6/S-501 2. BEARING-TYPE CONNECTIONS (TYPE N OR TYPE X) SHALL MEET THE FOLLOWING CRITERIA: DIA = DIAMETER 0 F- Q 0 A. PROVIDE ASTM A325, TYPE N OR TYPE X BOLTS AT ALL LOCATIONS NOT NOTED ON DIAG = DIAGONAL SCHED = SCHEDULE U Juki RX-6 3,968 SEE DTL. 7/S-501 DRAWINGS AS TYPE SC. DIM = DIMENSION SDST = SELF-DRILLING, SELF-TAPPING I (n w B. PROVIDE HARDENED WASHERS CONFORMING TO ASTM F436 UNDER ELEMENTS TO BE DL = DEAD LOAD SECT = SECTION 0 MirtecA01 MV-7 2,200 SEE DTL. 8/S-501 TIGHTENED. PROVIDE NUTS CONFORMING TO ASTM A563. DWG = DRAWING SHT = SHEET Z U) U Ct Nitrogen Generation System 3,925 SEE DTL. 9/S-501 C. TIGHTEN TYPE N AND TYPE X BEARING BOLTS TO A SNUG TIGHT CONDITION. SIM = SIMILAR Q w 0 3. INSTALL HIGH-STRENGTH BOLTS ACCORDING TO RCSC "SPECIFICATION FOR STRUCTURAL EA = EACH SC = SLIP CRITICAL _I - Juki 2070/2080 3,682 SEE DTL. 10/S-501 JOINTS USING ASTM A325 OR A490 BOLTS". EF = EACH FACE SL = SNOW LOAD ELECT = ELECTRICAL SOG = SLAB ON GRADE 0 Q II Dust Collection System 500 SEE DTL. 11/S-501 4. DO NOT WELD TO HIGH-STRENGTH BOLTS. ELEV = ELEVATION SP, SPCS = SPACES 0 m Lo 5. GALVANIZED BOLTS (WHERE SHOWN ON DRAWINGS) SHALL BE HOT-DIPPED GALVANIZED EN = EDGE NAILING SPEC, SPECS = SPECIFICATION N- Fjet XL Digital Printer 1,800 SEE DTL. 12/S-501 ACCORDING TO ASTM A153, CLASS C, OVER-TAP NUTS TO CLASS 2A FIT BEFORE = �' �r� EOEDGE OF SQ = SQUARE Lf� t.! Promation Magazine Loader 529 SEE DTL. 1/S-502 GALVANIZING, ACCORDING TO ASTM A563. EOR = ENGINEER OF RECORD SS = STAINLESS STEEL O - 6. STAINLESS BOLTS SHALL CONFORM TO ASTM F593. EOS = EDGE OF SLAB SSL = SHORT-SLOTTED (HOLE) x' Cascade Tek Oven 1,500 SEE DTL. 2/S-502 7. ANCHOR BOLTS SHALL BE PROVIDED WITH STANDARD WASHERS AND HEAVY-HEX NUTS. EQ = EQUAL STD = STANDARD EMC Stencil Wash 1,500 SEE DTL. 3/S-502 8. PROVIDE BEVELED WASHERS AT BOLT HEADS OR NUTS BEARING ON SLOPING SURFACES. EW = EACH WAY STL = STEEL 9. ALL STEEL MEMBERS NOT FABRICATED FROM STAINLESS STEEL SHALL BE PAINTED. EXIST OR (E) = EXISTING STIR = STIRRUPS Juki TR60 Tray Feeder 1,325 SEE DTL. 4/S-502 EXP = EXPANSION STRUCT = STRUCTURAL SYM = SYMMETRICAL Yes Tech X-ray YTX-3000 2,000 SEE DTL. 5/S-502 STRUCTURAL NOTES FB = FLAT BAR MPM Momentum Printer 1,900 SEE DTL. 6/S-502 FDN = FOUNDATION T&B = TOP AND BOTTOM W FL = FLOOR THK = THICK -1 I_ FLG = FLANGE THRD = THREAD, THREADED Promation Buffer Conveyor 617 SEE DTL. 7/S-502 CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM BY INSPECTION AGENCY FO = FACE OF TO = TOP OF I= Black Rack 1,000FOC = FACE OF CONCRETE TOC = TOP OF CONCRETE ~ SEE DTL. 8/S-502 SECTION COMMENTS DURATION FOG = FACE OF GIRT TOS = TOP OF STEEL W (- Heavy Duty Pallet Rack 9,500 per CONCRETE: FOS = FACE OF STUD TYP = TYPICAL W shelf SEE DTL. 9/S-502 FOW = FACE OF WALL DC 1-1- POST-INSTALLED POST-INSTALLED ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P FS = FAR SIDE UNO = UNLESS NOTED OTHERWISE 0- 0 Typical Pallet Rack 2,250 per FT = FOOT, FEET UON = UNLESS OTHERWISE NOTED shelf SEE DTL. 10/S-502 FTG = FOOTING UT = ULTRASONIC TESTING 6 Foot Pallet Rack 2,250 per f J GA = GAUGE VB = VAPOR BARRIER W shelf SEE DTL. 9/S-502 W m GR = GRADE VERT = VERTICAL Q U LVD Press Brake 14,330 (4)3/4"dia. Exp. Anc. NOTES PERTAINING TO THE SPECIAL INSPECTION TABLE GB = GRADE BEAM Embed = 3.75" GL = GLULAM W/ = WITH SPECIAL INSPECTOR: A QUALIFIED PERSON WHO DEMONSTRATES HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, GRTG = GRATING W/O = WITHOUT Strippit S1212 Punch Press 23,134 (4) 7/8" dia. Epoxy Anc. = co 1 FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL WF WIDE FLANGE W Embed =4" INSPECTOR SHALL BE EMPLOYED BY THE OWNER. HDG = HOT-DIPPED GALVANIZED WP = WORK POINT Go (4) 3/4"dia. Exp. Anc. HR = HANDRAIL WT = WEIGHT p Ingersoll Rand 100hp Compressor 3,131 THE TERM "CONTINUOUS," (C)AS STATED ABOVE, SHALL MEAN THE SPECIAL INSPECTOR IS ON THE SITE AND IN THE GENERAL AREA, AT = _ Embed = 3.75" HS HEADED STUD WWF - WELDED WIRE FABRIC o ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. THE TERM "PERIODIC" (P) MEANS THAT THE SPECIAL INSPECTOR IS 2 W HORIZ = HORIZONTAL WR = WELDED WIRE REINFORCING Ingersoll Rand 40hp Compressor 1,350 (4) 3/8" dia. Exp. Anc. ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH HSB = HIGH STRENGTH BOLT Embed = 2" APPROVED PERMIT PLANS AND SPECIFICATIONS. HP = HIGH POINT NVC600 Compressed air Dryer 1,415 (4) 3/8" dia. Exp. Anc. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: Embed = 2" A. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPLICABLE DESIGN DRAWINGS AND SPECIFICATION. ICC = INTERNATIONAL CODE COUNCIL (4) 3/8" dia. Exp. Anc. B. FURNISHES INSPECTION REPORTS TO THE BUILDING OFFICIAL, ENGINEER, AND OTHER DESIGNATED PERSONS. DISCREPANCIES SHALL ID = INSIDE DIAMETER Pallet Wrap 1,050 BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN IN = INCHES Embed = 2" = 3 AUTHORITY AND BUILDING OFFICIAL. INV INVERT C. SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE z INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP O 3. DESIGN LATERAL LOADS, UNLESS NOTED OTHERWISE, ARE AS FOLLOWS: PROVISIONS OF THE GOVERNING CODE. o U A. SEISMIC: D SHORT PERIOD SPECTRAL RESPONSE S = 0.97, S = 0.72 DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR REGARDING SPECIAL INSPECTION: CC 1-SECOND SPECTRAL RESPONSE Si= 0.42, Sp 5=0.45 4 A. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE INSPECTED. I j SITE CLASS D B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO ITEMS REQUIRING SPECIAL INSPECTION. SYMBOL LEGENDz O SEISMIC DESIGN CATEGORY D SPECIAL INSPECTION IS NOT REQUIRED WHEN WORK IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH OSSC _0 U IMPORTANCE FACTOR Is= 1.0 5 SECTION 1704.2.2. F- cC COMPONENT IMPORTANCE FACTOR IP = 1.0 D-x_ ONE WAY DECK OR GRATING W 0 RESPONSE FACTOR R - 2.5 POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE E LL AMPLIFICATION FACTOR 00 =2.5 6 APPLICABLE ICC EVALUATION SERVICES REPORT(ICC-ES ESR). SPECIAL INSPECTION IS REQUIRED TO VERIFY THAT THE ANCHOR _ 0 0 INSTALLATION MEETS THE REQUIREMENTS OF THE APPLICABLE ESR.. co UJ S-X W c� SLAB ON GRADE OR TWO-WAY SLAB 0 2 >, W o r 100'-0" ELEVATION > // STEP IN SLAB //// Drawn By: M. WATKINS //� . SLOPE IN SLAB -TOP Sheet Title: SLOPE IN SLAB - BOTTOM STRUCTURAL /// GENERAL NOTES ® MOMENT CONNECTION Sheet Number: S-001 Proj No: CC 16049 ir SYSTFMS ga SMALL 90° Z-CLIP 3 LARGE 90° Z-CLIP mom CORBIN CONSULTING ENGINEERS,INC. S-503 (8) PLACES \ S-503 (12) PLACES ;: 1905N.W.169thPlace Suite 121 Baverton,OR 97006 CORBIN Tel:(503)645-0176 Fax:(503)645-0415 (4) 1/2"0 EXPANSIONFl fl rl fl P '''—k,c. ° 9 F' 9 ,-cl ," / ANCHORS, MIN. EMBED 2" `.,� �v � ; •\ c x,43 t�. T -EF el 33"0 BOLT CIRCLE o S-504 CLIP ANGLE AI3 > ,: � zrF* (4) PLACES \ — oREsc r 777 1 M E.XPiRES d _ t°�,° - 4I fp uu u u r CM MI e o AN o 0 0 0 0 0 _ __----- Alk 500 GAL. AIR/NITROGEN TANK Alk COMPRESSED AIR DRYER ak ERSA VERSAFLOW 3/45 4 ERSA VERSAFLOW 5060 u; o0 S-501 SCALE: NONE S-501 SCALE: NONE S-501 SCALE: NONEO S-501 SCALE: NONE W Q O g2 u_i 0) Lu 0 z p � v0 _ � Qw 3 0 � V � AI Alk Z O LARGE 90°Z-CLIP EXTENDED Z-CLIP TALL Z-CLIP Q Ak SMALL Z-CLIP S-503 (6) PLACES S-504 (4) PLACES S-504 (4) PLACES J G Q S-503 (4) PLACES Q �C 7� 0 O m1.0Q LOO CEI C 3m El ee FA MC M■ W J I- I- 0 Z m C 3LII e MC 31 i ° I° °I I° °I I° e a 0 ram mi cm rx IZ J d m a 0 Alk HEAGER INSERTION MACHINE 6 HELLER OVEN ak JUKI RX-6 rii MIRTEC AOI MV-7 W oc--6 cp S-501 SCALE: NONE S-501 SCALE: NONE S-501 SCALE: NONE S-501 SCALE: NONE o AkEXTENDED Z-CLIP S-504 (4) PLACES 8 Z (4) PLACES O S-504 H SIC MIS glik LARGE Z-CLIP 6 S-503 (4) PLACES Et B S-504 (4) PLACES ( Z Z N �c 3� o o 0 a 0 u § w I 1 0 0 J - 0 ° 4 I I W D < w I I o ((/) I I EL - - — — -Ill > o N 8ry SIC al I= 1:M1c 31= Drawn By: M. WATKINS Sheet Title: STRUCTURAL DETAILS 9 NITROGEN GENERATION SYSTEM (1O JUKI 2070/2080 Allk DUST COLLECTION SYSTEM iigh FJET XL DIGITAL PRINTER Sheet Number: S-501 SCALE: NONE 5-501 SCALE: NONE S-501 SCALE: NONE S- '5501 SCALE: NONE \ �� _ S-501 Proj No: CC16049 B1P* S S M _S ,R ,pagIIRIII IOTING ENGINEERS,INC. N. 1lace Suite 121 8t.,..e, /t,,,,,,:::,,,,,7..::::0_ rt006a SMALL Z-CLIP Ak CASTER PLATE Alk BOLT TO FLOORLARGE Z-CLIP CORBIN 506 Fax:(503)645-0415 S-503 (4) PLACES S-504 ANCHORS (4) PLACES S-503 (4) PLACES �C �� S-503 (4) PLACES me �mEIli �II� � 5q 1Ilfl , f yEOCI 4 "_\i HIS SIN _ ? CM m EXPIRES: t'2 / d-- 0113 C 3 1:11:1 Allk PROMATION MAGAZINE LOADER Alik CASCADE TEK OVEN filk EMC STENCIL WASH (-4 JUKI TR60 TRAY FEEDER S-502 SCALE: NONE S- '5502 SCALE: NONE S-502 SCALE: NONE S- '5502 SCALE: NONE w 00O w Q C3 Q2w � O E— O O � � O _ � Qw U GoV � Alli z4Q � O © LARGE 90° Z-CLIP LARGE Z-CLIP LARGE Z-CLIP 1/4"O SCREW ANCHOR, S-503 (4) PLACES S-503 (4) PLACES S-503 (4) PLACES NOMINAL EMBED 2 1/2", J Q =IC 3113111 (4) PLACES 0 _ E OO ca < NIE II SIC 33.3 1111111111 N 0 O H Ili J H lit Al Im IC 3113111 i- 0 I- LuZ O w C J CL U Alak YES TECH X-RAY 6 MPM MOMENTUM PRINTER aft PROMATION BUFFER CONVEYOR 8 BLACK RACK ANCHORS Wca Q U S-5502 SCALE: NONE S- '5502 SCALE: NONE S- '5502 SCALE: NONE S-502 SCALE: NONE _ _ Lu .- F— c 76 o 0 0 (4) 1/2"0 EXP. ANCHORS (2)ANCHORS @ OPP @ INTERMEDIATE POSTS, CORNERS ON END POSTS EMBED 3 1/4" Z • 0 1 • • ' ° o D (2) 1/2"0 EXP. ANCHORS, EACH POST, EMBED 3 1/4" u) Z Z 0 O II II o W H o' LI 0 U_ w U) w W U) 0> n ,; • > W 0 1Z Drawn By: M. WATKINS NOTE: MAX(4)SHELVES, WITH Sheet Title: HIGHEST SHELF MAX AT 8'-0". STRUCTURAL DETAILS 9 STANDALONE PALLET RACK 10 TYPICAL PALLET RACK _ Sheet Number: S- '5502 SCALE: NONE S- '5502 SCALE: NONE S-502 Proj No: CC 16049 B I A M F SYSTEMS EQUIPMENT CORBIN CONSULTING ENGINEERS,INC. 1905 N.W.169th Place Suite 121 Beaverton,OR 97006 1 1/4" CORBIN Tel:(503)645-0176 Fax:(503)645-0415 rola+m !:!S: 17::!\r''' * CS 5.• aEQUIPMENT OUTLINE � �'�" ,r '`�"I • 3/8"0 EXPANSION 3/8"0 EXPANSION QOF LEG EQUIPMENT OUTLINE $N '�-`-?ANCHOR, EMBED ANCHOR, EMBED �- �'SOF LEG THREADED LEG.2", TYP 2", TYP � 3�`• THREADED LEG.1/4" SS PLATE 1/4" SS PLATE3/8"0 EXPANSION Q EQUIPMENT OUTLINE 1/2"0 HOLES ANCHOR, EMBEDOF LEG ,� ; � (2) 11n ISI N 2", TYP - THREADED LEG. III • .. _. 1/4" SS PLATE e 1, JAMB NUT UNDER , 1 ��1 0 �1 N ;:•, Z-CLIP imam JAMB NUT UNDER _ Z CLIP EQUIPMENT 11 ELEVATION ELEVATION JAMB NUT UNDER Z-CLIP ELEVATION 1/2"0 HOLE, 3 1/2" 1/2"0 HOLE, 3 1/2" TYP 2 PLCS. 1 3/8" TYP 2 PLCS. 1 3/8" IA Op (2) 1/4"0 SELF-DRILLING - I - I O SHEET METAL SCREWS I I 9 1/2 W Q _ CC I. SS BENT PL1/4" I I = . 5" Q G Q �.. o w Z .. —co in in 'A f , '^ X - (J, rvn+ v c� (2) 3/8"0 EXPANSIONQ W 00 `" a 11 ANCHOR, EMBED 2" 0 0 I i Z (1) 1/4...) ft 3 1 1/2" 1 " y O T __ __. O CC 3.. 3.. I J G Zol 0 < (/) 0 co PLAN 1/2"0 HOLE, 0 co Lo Q PLAN TYP 2 PLCS. I— N- o O NOTE: NOTE: PLAN F- 1 CONSTRUCT MIRROR IMAGE AND DESIGN AS SHOWN 1 CONSTRUCT MIRROR IMAGE AND DESIGN AS SHOWN PER PLAN. PER PLAN. Allk EMC STENCIL WASH ANCHOR AlkSMALL 90° Z-CLIP DETAIL AlbLARGE 90° Z-CLIP DETAIL rel LARGE Z-CLIP, 3/4"0 LEG S-503 SCALE: NONE 5-503 SCALE: NONE S-503 SCALE: NONE S-503 SCALE: NONE J I- U Z O W Et J a_ U EQUIPMENT OUTLINE EQUIPMENT OUTLINE Et 3/8"0 EXPANSION EQUIPMENT OUTLINE 3/8"O EXPANSION OF LEG EQUIPMENT OUTLINE 3/8"0 EXPANSION 3/8"0 EXPANSION m ANCHOR, EMBED CLOF LEG �� SOF LEG THREADED LEG. ANCHOR, EMBED CLOF LEG THREADED LEG. Q U ANCHOR, EMBED ANCHOR, EMBED 2", TYP —; THREADED LEG. 2", TYP THREADED LEG. 2", TYP N 2", TYP i\ 1/4" SS PLATE 1/4" SS PLATE 1/4" SS PLATE = 1/4" SS PLATE -.n W co ■MI MI MI iiii . ail M� . i:- ia■ _w I ' _. ' I ' , : JAMB NUTUNDER . 1 JAMB NUT UNDER - ` I I I I Z-CLIP Z-CLIP JAMB NUT UNDER JAMB NUT UNDER Z-CLIP Z-CLIP ELEVATION ELEVATION ELEVATION ELEVATION Z 0 0 D 9 1/2" 9 1/2" I- _ "8" 8 6" 3 1/2" 6" 3 1/2" Z 5" 3" _ 5" 3" _ Z O 5r .... 5" 1 3/8" 1 3/8" 4" 4" I- CC 1" 1" 1 1/4" 1 1/4" d 0 1" 1" _ c u U o I (n j I I I W D M T L.. ... .....( -� M T .�O O . .. .. r O I —�- T 0. ... I N I N I ( r9 I I W O 7 N 1/2"0 HOLE, 1/2"0 HOLE, 1/2"0 HOLE, 1/2"0 HOLE, `r' TYP 2 PLCS. TYP 2 PLCS. TYP 2 PLCS. ' TYP 2 PLCS. Drawn By: M. WATKINS PLAN PLAN PLAN PLAN Sheet Title: STRUCTURAL DETAILS Alk LARGE Z-CLIP, 5/8"0 LEG 6 LARGE Z-CLIP 1 "0 LEG ak SMALL Z-CLIP, 5/8"0 LEG 8 SMALL Z-CLIP, 3/4"0 LEG S-503 SCALE: NONE 5-503 SCALE: NONE S-503 SCALE: NONE S-503 SCALE: NONE Sheet Number S-503 Proj No: CC 16049 4" N SOF LEG ...._,/ EQUIPMENT OUTLINE 1 3/4" 1/2" B I m THREADED LEG. S YSTEMS Ak 0 3/8"0 EXPANSION : J. ,max EQUIPMENT OUTLINE i: ;7 :::: 0SCLOF LEGANCHOR, EMBEDCpc\iLr. THREADEDLEG. co M CORBIN 1/4" SS PLATE 1/4" SS PLATE 1■I 1■1 Ilk N 01111. ■i ■ e r t � w^ ;ti` s N 1 �■ i ! Ca _ ` 5/16"0 HOLES, ' �`; `a 3u3: . • �^; JAMB NUT UNDER I I / I TYP. 4 PLCS. ,of t " , 4 PLAN VIEW OREO N / . Z-CLIP - 'v`',.?t 3,,„-',';',/,V ` ` '�' � . , 4 i Z-CLIP " JAMB NUT UNDER (E) BRACKET L; 4 �.' ELEVATION ELEVATION 5 EXPIRES , �f ^~ BOLT TO ANCHOR ENGINEER STAMP BRACKET WITH - 11" 3/8"0 BOLT, NUT ___.�......______. .___ .__........ _. • - AND WASHER, K - I 1" LONG. FRAME EQUIPMENT 51/2" 51/2" 11 1/2" 4 1/2" 6" 5 1/2" 2" 3/8"0 EXPANSION ANCHOR, 1/2"0 HOLE 1/4" SS PLATE 1" 5" EMBED 2", TYP A 2" 1 l I M1 co„C O O N _ i _____ — — - co C ...,., , _._ __,___,_ „.., ;53 V l x- Zip, ! -V . to ... .- W � Q 4” CO iN co 5/8"0 HOLE, PLAN %s Q C �-j-J d) 1/2"0 HOLE, cD G c� TYP 2 PLCS. PLAN TYP 2 PLCS. �t <1 END VIEW SIDE VIEW O W Q Z 0 I— UO , 2 (/) 8 0 TALL Z-CLIP DETAIL AIEXTENDED Z-CLIP DETAIL ak EQUIPMENT RESTRAINT 4 EXISTING BRACKET zCt Q a. 0 S-5 (i) 2 04 SCALE: NONE S-504 SCALE: NONE S-504 SCALE: NONE S-504 SCALE: NONE 0 Q 5 .____. 0 m Lo Q in 0 O 17 Iii l 2 1/2" i 1 1/4" 1 1/4" 1 _I I _ i ~ L/— L2 1/2"x2 1/2"x1/4"x0'-5" U I- - - � Z p w OI_ c 9/16"0 HOLE r - N t J ° r m 'Li CN Co- ■ _......_. Q U (2) 1/2"0 HOLES (V LEG ANGLE An►1►1►►►uinu �I, — coI• W 3 7/8" 7— 7/16"0 HOLE 1/2"0 HOLES • L2x2x1/4x0'-1 1/2" 07 I /— EQUIPMENT EQUIPMENT BASE ► I 1/2"0 BOLT Z Zo O v, �- co (2) 1/2"0 HOLES Co RINI■ 3/8"0 EXP. (2) 1/4"0 SELF DRILLING 1/2"0 BOLT CC r e o ANCHOR, SHEET METAL SCREWS I- SS BENT PL 1/4" EMBED 2" (2) 3/8"0 EXP. i 1II1 ANCHORS, EMBED 2" Z p L.., l �� IND =, (2) 3/8"0 EXP. O U �G�- O ANCHORS, EMBED 2" a O 7/8" ji iiii.,_ti SS BENT PL 1/4" h iv e/ \ / I\ e 2' t2 7/8" W o A ji > cC 1 1/4" 1 1/4" Drawn By: M. WATKINS Sheet Title: 1 1/4" 1 1/4" STRUCTURAL 1 DETAILS DUST COLLECTION Agh ANCHOR BRACKET 6 SYSTEM ANCHOR DETAIL fik SMALL CLIP ANGLE 8 NITROGEN GENERATION ANCHOR DETAIL Sheet Number: S-504 SCALE: NONE S- '5504 SCALE: NONE S-504 SCALE: NONE S- '5504 SCALE: NONE S-504 \--,_______,/ Proj No: CC 16049