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DRAWING NUMBER DRAWING TITLE NUMBER DATE PROJECT SUMMARY
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THE PROJECT IS TO PROVIDE ELECTRICAL AND MECHANICAL
GENERAL ARRANGEMENT DRAWING SET - COVER SHEET 0 10/17/2019
AGIHZ-CYSTY-0080-GADUTILITIES AND STRUCTURAL SUPPORT FOR INSTALLATION (GENERAL
AGIHZ-CYSTY-0083-GAD AND
GENERAL ARRANGEMENT - PLOT PLAN - LAYOUT 0 10/17/2019 TAARRANGEMENT)
OAS A CRUSHER,
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AN EXISTING PRE-ENGINEERED BUILDING. THE WORK INVOLVES
EQUIPMENT ANCHORAGE, EXHAUST DUCT SUPPORT AND ELECTRICAL
DISTRIBUTION PANEL TO CONTROL PANELS.
PROJECT LOCATION
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AGILYX PROJECT NUMBER: AGIHZ-CYSTY CUSTOMER: CYCLYX SCALE: FILE RIDE. SHEET:
LOCATION: 13120 SW WALL ST.TIGARD,OR 97223 CUSTOMER PROJECT ID: AGIHZ-CYSTY N.T.S. AGIHZ-CYSTY-0080-GAD.dwg 1 OF 2
d i i GENERAL NOTES
cc ) - �� _Jt K t� 1. ALL EQUIPMENT SHOWN ON THIS DRAWING ARE OWNER FURNISHED,CONTRACTOR
1- T INSTALLED.
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2. ALL DIMENSIONS AND MEASUREMENTS ARE APPROXIMATE AND SHALL BE VERIFIED IN FIELD.
X 20'-4" 18'-9" 20'-0" I 10'-2" ,1 18'-7" 12'-6" 20'-2" 14'-10" 9'-9" 28'-10 15/16" 21
3. DISCREPANCIES BETWEEN STRUCTURAL,MECHANICAL AND ELECTRICAL,DRAWINGS SHALL BE
I �' I} PROMPTLY BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO
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1 ATTENTION OF CONSTRUCTION MANAGER PRIOR TO EQUIPMENT INSTALLATION.
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TIGARD (AGIHZ) STYRENE (CYSTY) PROJECT INFORMATION
PROJECT SUMMARY
THE PROJECT IS TO PROVIDE ELECTRICAL AND MECHANICAL
STRUCTURAL DRAWINGS
UTIL AND STRUCTURAL SUPPORT FOR INSTALLATION (GENERAL
ARRANGEMENT) OF A CRUSHER, INUNE CONVEYOR AND SORTING
TABLEE AS WELL AS A GREENMAX DENSIFIER AND SHREDDER WITHIN
AN EXISTING PRE—ENGINEERED BUILDING. THE WORK INVOLVES
EQUIPMENT ANCHORAGE, AND ELECTRICAL DISTRIBUTION PANEL TO
CONTROL PANELS.
PROJECT LOCATION
DRAWING LIST 13120 SW WALL ST
TIGARD, OR 97223
DRAWING NUMBER DRAWING TITLE NUMBER DATE
AGIHZ-CYSTY-0060-STRUCT STRUCTURAL DRAWING SET - COVER SHEET 1 10/25/2019 4EO PROF,
AGIHZ-CYSTY-0061-STRUCT STRUCTURAL GENERAL NOTES 1 10/25/2019 GINEFR s/o�
AGIHZ-CYSTY-0062-STRUCT STRUCTURAL SPECIAL INSPECTION 1 10/25/2019 Q •4 4PE r
AGIHZ-CYSTY-0063-STRUCT STRUCTURAL ENLARGED PLAN 1 10/25/2019 -
AGIHZ-CYSTY-0064-STRUCT STRUCTURAL DETAILS 1 10/25/2019 / L
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EXPIRES: 12/31/11
1 ISSUED FOR CONSTRUCTION BWD 10/25/2019
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RE, J=CCRIP-ON -. Jr
Mil Design Group
DESIGN GROUP FACILITY SOLUTIONS,INC.
4000 KRUSE WAY PLACE,BLDG 3 STE 255 LAKE OSWEGO,OR
PHONE:(503)342-7388 FAX:(503)636-0068
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THIS DRAWING IS CONSIDERED
CONFIDENTIAL AND PROPRIETARY,
DUPLICATION OR TRANSFER,AND cyclyx
COMMMUNICATION TO OTHERS IS
PROHIBITED WITHOUT THE WRITTEN
CONSENT OF CYCLYX
DBAxmBY: i: AGIHZ-CYSTY-0REV
060-STRUCT i
C I J uU n SASS: BWDDESC
10/25/2019 ' CYCLYX(STYRENE)STRUCTURAL(COVER) 1
AGILYX PROJECT NUMBER: AGIHZ-CYSTY CUSTOMER: CYCLYX SCALE: FILE NAME: SHEET:
LocAnON: 13120 SW WALL ST.T1GARD,OR 97223 CUSTOMER PROJECT ID: AGIHZ-CYSTY NTS AGIHZ-CYSTY-0060-STRUCT.dwg 1 OF 5
GENERAL STRUCTURAL NOTES:
f1ERAL CONSTRUCTION NOTE$ GST IN PLACE CONCRETE CAST IN PLACE CONCRETE CONTINUED•
1. ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH THE 1. CONCRETE SHALL BE PROPORTIONED, MIXED, PLACED,AND TESTED IN 16. ILs IING OF COMPOSITE SAMPLES OF FRESH CONCRETE SHALL BE OBTAINED
REQUIREMENTS OF THE REFERENCED CODES, LOCAL BUILDING CODE ACCORDANCE WITH THE FOLLOWING: ACCORDING TO ASTM C172 AND SHALL BE PERFORMED ACCORDING TO THE
REQUIREMENTS, OR CLIENTS SPECIFICATIONS, WHICHEVER IS MORE 1.1. ACI 117 "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION FOLLOWING REQUIREMENTS:
STRINGENT. AND MATERIALS". ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE".
1.2. ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING,TRANSPORTING 16.1.TESTING FREQUENCY: OBTAIN ONE COMPOSITE SET FOR EACH DAYS POUR OF
1.1. DESIGN IS IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL AND PLACING CONCRETE" EACH CONCRETE MIXTURE LESS THAN OR EQUAL TO 25 CU YDS, PLUS ONE
SPECIALTY CODE (THIS 2014 OREGON STRUCTURAL SPECIALTY 1.3. ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SET FOR EACH ADDITIONAL 50 CU.YD OR FRACTION THEREOF.
CODE CONTAINS SUBSTANTIAL COPYRIGHTED MATERIAL FROM THE 1.4. ACI 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" 16.2.WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE2012 INTERNATIONAL BUILDING CODE, THIRD PRINTING, WHICH IS A 1 5. ASTM E1155 "STANDARD TEST METHOD FOR DETERMINING FLOOR FLATNESS COMPRESSIVE-STRENGTH TESTS FOR EACH CONCRETE MIXTURE, TESTING
COPYRIGHTED WORK OWNED BY THE INTERNATIONAL CODE AND LEVELNESS USING THE F-NUMBER SYSTEM" SHALL BE CONDUCTED FROM AT LEAST FIVE RANDOMLY SELECTED BATCHES
COUNCIL, INC.) OR FROM EACH BATCH IF FEWER THAN FIVE ARE USED.
2. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE 2. STEEL REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:
IS THE STRUCTURAL ENGINEER OF RECORD (SER) FOR THE 2.1. REINFORCING BARS ASTM A615, GRADE 60, DEFORMED 16.3.A SET OF CONCRETE SAMPLES SHALL CONSIST OF (1) CYLINDER TO BE
NEW DRAWINGS ISUTHE, ADDITIONS ENGINEER
ALTERATIONSRCTO THER EXISTING 2.2. PLAIN-STEEL WIRE ASTM A82, AS DRAWN TESTED ® 7 DAYS, (2)AT 28 DAYS AND (1) CYLINDER IS TO BE HELD IN
STRUCTURES,
NOTED ON AND/ORDRAWINGS. THE SER BEARS 2.3. EPDXY COATED BARS ASTM A775 RESERVE. STRUCTURAL ENGINEER IS TO BE PROVIDED A COPY OF ALL
THE STRUCTURES, ONLYASOTHE NEW THESEPHISTRUCTURALAINGS. ELEMENTS 2.4. PLAIN-STEEL WELDED ASTM A185, FABRICATED CONCRETE REPORTS ISSUED BY LABORATORY.
NOTED AND THE RESPONSIBILITYFTHE PERFORMANCE OF THOSE ELEMENTS. UNLESS WIRE REINFORCEMENT FROM AS-DRAWN STEEL WIRE
SPECIFICALLY NOTED OR AFFECTED BY THE ADDITION TO THE INTO FLAT SHEETS 17.SPLICE REINFORCEMENT AS DETAILED OR AUTHORIZED BY DOES. MAKE BARS
STRUCTURE, THE SER HAS NOT ANALYZED, VERIFIED, NOR ASSUMESCONTINUOUS AROUND CORNERS. SPLICES SHALL BE MADE BY CONTACT TENSION
THE RESPONSIBILITY FOR THE EXISTING STRUCTURE. NO OTHER PARTY 3. CONCRETE NOT SPECIFICALLY NOTED AS "LIGHTWEIGHT" SHALL HAVE A UNIT LAP SPLICES AS SCHEDULED BELOW UNLESS OTHERWISE NOTED ON DESIGN
MAY REVISE, ALTER, OR DELETE THESE CONSTRUCTION DOCUMENTS WEIGHT OF 145 PCF. CONCRETE MATERIALS SHALL COMPLY WITH THE FOLLOWING DRAWINGS:
WITHOUT WRITTEN PERMISSION OF DGFS OR THE SER. FOR THE SPECIFICATIONS:
PURPOSES OF THESE CONSTRUCTION DOCUMENTS THE SER AND DGFSPOST TALLT IIHO
SHALL BE CONSIDERED THE SAME ENTITY. 3.1. PORTLAND CEMENT ASTM C150, TYPE I OR TYPE II 1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON
TYPE V IF SOIL CONTAINS SULFATES THE CONSTRUCTION DOCUMENTS. INSTALLATION OF ALL POST-INSTALLED
3. DO NOT SCALE THESE DRAWINGS TO DETERMINE DIMENSIONS. USE (SEE NOTE 6) ANCHORS SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S
THE DIMENSIONS SHOWN. REFER TO VENDOR EQUIPMENT DRAWINGS 3.1.1.FLY ASH ASTM C618, CLASS F PRINTED INSTALLATION INSTRUCTIONS. SUBSTITUTION REQUESTS FOR
AND OTHER DISCIPLINE DRAWINGS FOR DIMENSIONS NOT SHOWN PRODUCTS OTHER THAN THOSE LISTED ON THE DESIGN DRAWINGS MAY
UNLESS OTHERWISE NOTED. 3.2. BLENDED HYDRAULIC CEMENT ASTM C595, TYPE I (PM) BE SUBMITTED BY THE CONTRACTOR TO THE SER FOR REVIEW,ALONG
POZZOLAN-MODIFIED PORTLAND WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LIMIT LOADS NORMAL-WEIGHT AGGREGATE PROFESSIONAL ENGINEER. SUBSTITUTIONS WILL ONLY BE CONSIDERED
IMPOSED UPON STRUCTURAL COMPONENTS AND FRAMING SYSTEMS NOMINAL MAXIMUM AGGREGATE SIZE FOR PRODUCTS HAVING AN ICC CODE REPORT RECOGNIZING THE
DURING CONSTRUCTION SO THEY DO NOT EXCEED THE DESIGN PRODUCT FOR THE APPROPRIATE APPUCATION. SUBSTITUTION REQUESTS
CAPACITY OF THOSE ITEMS AT THE TIME THE LOADS ARE IMPOSED. 4. NO ADMIXTURES SHALL BE ADDED TO ANY STRUCTURAL CONCRETE WITHOUT SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED
WRITTEN PERMISSION OF DGFS.ALL PROPOSED ADMIXTURES SHALL BE SUBMITTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE
5. THIS STRUCTURE IS ONLY STABLE IN ITS COMPLETED FORM. THESE TO DGFS WITH THE PROPOSED MIX DESIGNS AND SHALL INCLUDE CERTIFICATION VALUES OF THE SPECIFIED POST-INSTALLED ANCHORS INDICATED ON THE
DRAWINGS DO NOT SHOW PROVISIONS FOR SAFETY DURING FROM THE MANUFACTURER THAT THE ADMIXTURE IS COMPATIBLE WITH OTHER CONSTRUCTION DOCUMENTS.
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED ADMIXTURES AND NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING
TEMPORARY BRACING AND SAFETY DEVICES DURING CONSTRUCTION TO THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR 1.1. CONTRACTOR SHALL CONTACT POST-INSTALLED ANCHOR
STABILIZE THE STRUCTURE. FOR RENOVATIONS, ESPECIALLY ANY ADMIXTURE CONTAINING CALCIUM CHLORIDE. MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION
MODIFICATIONS OF LOAD BEARING ELEMENTS, THE SHORING, BRACING, TRAINING AND A LETTER SHALL BE SUBMITTED TO THE SER
ETC. SHOULD BE DONE UNDER THE DIRECTION OF A UCENSED 5. NORMAL-WEIGHT CONCRETE MIXTURES SHALL HAVE BEEN ASSIGNED THE INDICATING TRAINING HAS TAKEN PLACE.
PROFESSIONAL ENGINEER. TEMPORARY SHORING AND BRACING FOLLOWING EXPOSURE CLASSES IN ACCORDANCE WITH ACI 318 TABLE 4.2.1. THE
METHODS ARE NOT THE RESPONSIBILITY OF DGFS AND ARE BEYOND CONCRETE SUPPLIER SHALL REFER TO TABLES 4.3.1 AND 4.4.1 OF THAT CODE 1.2. PERIODIC OBSERVATIONS OF THE INSTALLATION OF POST INSTALLED
THE SCOPE OF THESE DRAWINGS. FOR ADDITIONAL INFORMATION REGARDING WATER/CEMENT RATIOS AND AIR ANCHORS SHALL BE PERFORMED BY A SPECIAL INSPECTOR OR A
CONTENT PARAMETERS. THIRD PARTY TESTING AGENCY AND A REPORT DOCUMENTING THE
6. DGFS IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, OBSERVATIONS SHALL BE PROVIDED TO THE SER. PERIODIC
METHODS, OR TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION FI FMENT MINIMUM COMPRESSIVE OBSERVATIONS SHALL CONSIST OF A MINIMUM EACH OF THE
OF THIS STRUCTURE.THE SER WILL NOT BE HELD RESPONSIBLE FOR STRENGTH AT FOLLOWING:
THE CONTRACTOR'S FAILURE TO CONFORM TO THE CONSTRUCTION 28 DAYS
DOCUMENTS, SHOULD ANY NON-CONFORMITIES OCCUR. 1.2.1. 3 OBSERVATIONS OF A CORRECT INSTALLATION OCCURRING IN
5.1. INTERIOR PAD AND CURB 4000 PSI A ROW PER ANCHOR TYPE
7. ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPED ON 1.2.2. 3 OBSERVATIONS OF A CORRECT INSTALLATION OCCURRING IN
THE CONSTRUCTION DRAWINGS SHALL BE COMPLETED UNDER THE 6. TRANSPORT AND PLACE CONCRETE NOT MORE THAN 90 MINUTES AFTER WATER A ROW PER MATERIAL THAT ANCHORS ARE TO BE EMBEDDED.
DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS HAS BEEN ADDED TO THE DRY INGREDIENTS.
FOR SAID DETAILS SHALL BE SUBMITTED TO DOES FOR REVIEW
A BEFORE ANY CONSTRUCTION BEGINS. SEE THE "SUBMITTALS"SECTION 7. COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING
OF THESE SPECIFICATIONS. AND SUPPORTING REINFORCEMENT.
8. CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS IN CONJUNCTION 8. COMPLY WITH THE MINIMUM NONPRESTRESSED CONCRETE COVER FOR
WITH THE ARCHITECTURAL, MECHANICAL, PROCESS, PIPING, ELECTRICAL, REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: }� p"p
AND CIVIL DRAWINGS. SHOULD ANY DISCREPANCIES BECOME APPARENT, tI A,ED T T1 OF6n
THE CONTRACTOR SHALL NOTIFY DOES BEFORE ANY CONSTRUCTION 8.1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" `tT>' O
BEGINS. 8.2. CONCRETE EXPOSED TO EARTH OR WEATHER 1-1/2" "` ENGIN L�L� s
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9. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE NO. 5 BARS AND SMALLER �'U .Z.
RESPONSIBILITY OF THE SER.THE CONTRACTOR SHALL VERIFY THE 79434PE -Y�
FIELD CONDITIONS FOR ACCURACY AND REPORT ANY DISCREPANCIES 8.3. CONCRETE EXPOSED TO EARTH OR WEATHER 2"
TO DGFS BEFORE CONSTRUCTION BEGINS. NO. 6 BARS AND LARGER ',�pp y
10.THE SER IS NOT RESPONSIBLE FOR ANY SECONDARY STRUCTURAL 8.4. CONCRETE NOT EXPOSED TO WEATHER OR `�i'� " (sf/t"�`,.;>.
ELEMENTS OR NON-STRUCTURAL ELEMENTS, EXCEPT FOR THE IN CONTACT WITH GROUND
ELEMENTS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS.
8.4.1.SLABS, WALLS, JOISTS, NO. 11 BAR AND SMALLER 3/4" • PJ
11.THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL 'L OREGON ti�� QO
APPLICABLE SECTIONS OF THE REFERENCED CODES INDICATED IN THE 8.4.2.SLABS, WALLS, JOISTS, NO. 14 AND 18 BARS 1-1/2" 9 �j[''p
DESIGN CRITERIA SECTION OF THESE NOTES AS WELL AS ANY LOCAL 1 q&E � 9 Q"
LAWS WHERE THE STRUCTURE IS TO BE CONSTRUCTED. 8.4.3.PRIMARY REINFORCEMENT, TIES, STIRRUPS, 1-1/2"AND 151 ``�.✓
sussitasuamisaneaSPIRALS FOR BEAMS OR COLUMNS A" Bll
1. BUILDING CODES 9. PLACING SLEEVES THROUGH CONCRETE ELEMENTS IS NOT PERMITTED UNLESS /'1
1.1. 2014 OREGON STRUCTURUAL SPECIATE CODE. SHOWN ON THE DRAWINGS, ON APPROVED SLEEVING SHOP DRAWINGS, OR AS
1.2. 2012 INTERNATIONAL BUILDING CODE AUTHORIZED BY DGFS IN WRITING.
1.3. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER
STRUCTURES,ASCE 7-10S: 12/31/1
10.CORNERS OF COLUMNS AND PEDESTALS WITH THE LEAST DIMENSION OF 18
2. SEISMIC LOADS / DATA INCHES OR GREATER SHALL HAVE 1 1/2"CHAMFER. ALL OTHER EXPOSED
2.1. SEISMIC IMPORTANCE FACTOR, Is 1.00 CONCRETE EDGES SHALL HAVE 3/4"CHAMFER.
2.2. RISK CATEGORY II
2.3. MAX. CONSIDERED EARTHQUAKE 11.PRIOR TO PLACING NEW CONCRETE AGAINST EXISTING CONCRETE, EXISTING
MOTION (0.2 sec.), Ss 0.972 CONCRETE SHALL BE CLEANED AND ROUGHENED AND BONDING AGENT APPLIED TO
2.4. MAX. CONSIDERED EARTHQUAKE EXISTING SURFACES.
MOTION (1.0 sec.), 51 0.422
2.5. SITE CLASS D 12.SEE ARCHITECTURAL DRAWINGS FOR FINISHING REQUIREMENTS OF FORMED
2.6. SITE COEFFICIENT, Fa 1.111 CONCRETE SURFACES. FOR UNFORMED SURFACES COMPLY WITH ACI 302.1R FOR
2.7. SITE COEFFICIENT, Fv 1.578 SCREENING, AND FINISHING OPERATIONS UNLESS OTHERWISE NOTED ON THE
2.8. SPECTRAL RESPONSE COEFFICIENT, Sds 0.72 ARCHITECTURAL DRAWINGS. 1 ISSUED FOR CONSTRUCTION BWD 10/25/2019
2.9. SPECTRAL RESPONSE COEFFICIENT, Sd1 0.444
2.10.SEISMIC DESIGN CATEGORY D 13.CURE FORMED AND UNFORMED CONCRETE FOR AT LEAST SEVEN DAYS BY ONE OF 0 ISSUED FOR CONSTRUCTION BWD 10/17/2019
2.11.ANALYSIS PROCEDURE EQUIVALENT THE FOLLOWING METHODS; MOISTURE CURING, MOISTURE-RETAINING-COVER -
LATERAL FORCE CURING,APPLICATION OF A CURING COMPOUND, OR BY APPLICATION OF A CURING FEV :VEE::PIP ON 'r J
2.12.RESPONSE MODIFICATION FACTOR, R 1.25 AND SEAUNG COMPOUND.
2.13.SYSTEM OVER-STRENGTH FACTOR 2
2.14.DEFLECTION AMPLIFICATION FACTOR, Cd 2.5 14.ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE
2.15.SEISMIC RESISTING SYSTEM MATERIALS,INTORACRM TESTS, AND SUBMIT REPORTS DURING CONCRETE PLACEMENT Design Group
ALL OTHER SELFGSUPPORTING STRUCTURES, ACCORDING ACI 301.
TANKS, OR VESSELS NOT COVERED ABOVE 1,1 ri,
OR BY REFERENCE STANDARDS THAT ARE 15.COMPLY WITH ACI 301 FOR MEASURING, BATCHING, MIXING, TRANSPORTING, AND
NOT SIMILAR TO BUILDINGS PLACING CONCRETE. BEFORE TEST SAMPLING AND PLACING CONCRETE, WATER MAY
2 16 SEISMIC COEFFICIENTS
MECHANICAL AND SEE TABLE BE ADDED AT THE PROJECT SITE, SUBJECT TO LIMITATIONS OF ACI 301 AND THE DESIGN GROUP FACILITY SOLUTIONS, INC.
CONCRETE BATCH TICKET FROM THE PATCH PLANT.
4000 KRUSE WAY PLACE,BLDG 3 STE 255 LAKE OSWEGO,OR
PHONE:(503)342-7388 FAX:(503)636-0068
THIS DRAWING IS CONSIDERED
CONFIDENTIAL AND PROPRIETARY, �'
DUPLICATION OR TRANSFER,AND C y y).„,i
COMMUNICATION TO OTHERS IS
PROHIBITED WITHOUT THE WRITTEN
CONSENT OF CYCLYX
DRAWN DWG"` AGIHZ-CYSTY-0061-STRUCT REV:
C �'yH
DATE:
BWD 10/25/2019 DES
` STRUCTURAL GENERAL NOTES 1
CYCLYX PROJECT NUMBER: AGIHZ{YSTY CUSTOMER: CYCLYX SCALE: FILE NAME: SHEET:
LOCATION: 13120 SW WALL ST,TIGARD,OR 97223 CUSTOMER PROJECT Et AGIHZ-CYSTY NTS AGIHZ-YSTY-0061-STRUCT.dwg 2 OF 5
SPECIAL INSPECTIONS:
REQUIRED STRUCTURAL SPECIAL INSPECTIONS REQUIRED STRUCTURAL SPECIAL INSPECTIONS ABBREVIATIONS
INSPECTION INSPECTION
.- FREQUENCY REMARKS SYSTEM or MATERIAL IBC CODE CODE OR STANDARD FREQUENCY REMARKS PLUS AND MINUS ± MACHINE BOLT MB
SYSTEM or MATERIAL IEC CODE CODE ORFE STANDARD AT(SPACING)
REFERENCE REFERENCE CONTINUOUS PERIODIC REFERENCE REFERENCE CONTINUOUS PERIODIC DIAMETER 0 MMANUFAMTURER MFR
MAXIMUM MAX
CONCRETE
MECHANICAL MECH
SPECIAL INSPECTIONS APPLY TO ANCHOR RISC 360 N3.2 ADDITIONAL ADD MEZZANINE MER
PRODUCT NAME,TYPE,AND DIMENSIONS, AISC 360 A3.4 ALTERNATE ALT MINIMUM MIN
HOLE DIMENSIONS, COMPLIANCE WITH DRILL MATERIAL VERIFICATION OF ANCHOR ASTM STANDARDS MANUFACTURER'S CERTIFIED TEST ANCHOR BOLT AB MISCELLANEOUS MISC
INSPECTION OF ANCHORS INSTALLED
1909.1 ACI 318: X (o) BIT REQUIREMENTS, CLEANLINESS OF THE BOLTS AND THREADED RODS SPECIFIED IN X REPORTS ANGLE L
ARCHITECT OR ARCHITECTURAL ARCH NEW (N)
TABLE 3.8.6, 8.1.3, HOLE AND ANCHOR, ADHESIVE EXPIRATION CONSTRUCTION NEAR SDE NS
IN HARDENED CONCRETE 1705.3 21.1.8 DOCUMENTS NTS
DATE, ANCHORDMENT, INSTALLATION, BASE PLATE BP NOT TO SCALE
ANCHOR EMBEDMENT, AND TIGHTENING BEAM BM NUMBER NO ,
TORQUE BEARING BRG
BLOCKING BLK'G ON CENTER OC
BOTH SIDE BS OPENINGS OPEN'S
BOTTOM BOTT ORIGINAL ORIG
BUILDING BLDG OUTSIDE DIAMETER OD
CEILING CLG PERPENDICULAR PERP
QP Rp QO CENTER LINE CL PLATE PL
CHANNEL C PLYWOOD PLWD
CLEAR CLR POINT PT
MECHANICAL AND ELECTRICAL COMPONENTS
COLUMN COL POUND LB
AIR—SIDE HVAC, FANS, AIR HANDLERS, AIR CONDITIONING COMPLETE JOINT PENETRATION CJP POUNDS PER CUBIC FOOT PCF
UNITS, CABINET HEATERS, AIR DISTRIBUTION BOXES, AND 2.5 6 2.5 CONCRETE CONC POUNDS PER SQUARE FOOT PSF
OTHER MECHANICAL COMPONENTS CONSTRUCTED OF SHEETCONCRETE MASONRY UNITS CMU POUNDS PER SQUARE INCH PSI
METAL FRAMING. CONNECTION CONN
WET—SIDE HVAC, BOILERS, FURNACES,ATMOSPHERIC TANKS CONTINUOUS CONT RADIUS R
AND BINS, CHILLERS, WATER HEATERS, HEAT EXCHANGERS, CONTROL OR CONSTRUCTION JOINT CJ REINFORCE,REINFORCED RONF
EVAPORATORS, AIR SEPARATORS, MANUFACTURING OR 1 2.5 2.5REINFORCEMENT,OR REINFORCING RDNF
PROCESS EQUIPMENT, AND OTHER MECHANICAL COMPONENTS DWdETER DR REQUIRED REQ'D
CONSTRUCTED OF HIGH—DEFORMABILITY MATERIALS. DIMENSIONS DIM REVISE OR REVISION REVDOUBLE ANGLE 2L ROOF RAFTER RR
ENGINES, TURBINES, PUMPS, COMPRESSORS, AND PRESSURE DOUGLAS FIR DF
VESSELS NOT SUPPORTED ON SKIRTS AND NOT WITHIN THE 1 2.5 2.5 DRAWING DWG SSECTION SECT
CHEDULE SCHED
SCOPE OF ASCE7-10 CHAPTER T5. EACH EA SHEATHING SHT'G
EACH FACE EF SHEET SHT
EACH WAY EW SHORT SLOTTED HOLE SSH
OTHER MECHANICAL OR ELECTRICAL COMPONENTS 1 1.5 1.5
ELEVATION ELEV SIMILAR I
EMBEDMENT EMBED SUP CRITICAL SC
EQUAL EQ SPECIFICATIONS SPECS
VIBRATION ISOLATED COMPONENTS AND SYSTEMS
EQUIPMENT EQUIPT SQUARE SQ
SUSPENDED VIBRATION ISOLATED EQUIPMENT INCLUDING EXISTING (E) STAGGERED STAGG
IN—LINE DUCT DEVICES AND SUSPENDED INTERNALLY 2.5 2.5 2.5 STAINLESS STEEL SS
FACE OF WALL FOW STANDARD STD
ISOLATED COMPONENTS.
DISTRIBUTION SYSTEMS FAR SIDE FT STEEL STL
FEET FOOT - FT STRUCTURAL STRUCT
FINISH FIN
y PLUMBING 1 2.5 2.5 FLOOR FLR TOP AND BOTTOM T&B
FOOTING FIG TOP OF CONCRETE FOUNDATION TOF
FOUNDATION FOUND TOP OF DECK TOO
MANUFACTURING OR PROCESS CONVEYORS (NONPERSONNEL). 2.5 3 2.5
FRAMING FOUN TOP OF STEEL TOS
TRANSVERSE TRANS
GAGE OR GAUGE GA TYPICAL TYP
GALVANIZE GALV
GLUED LAMINATED BEAM GLB UNLESS NOTED OTHERWISE ANO
GRADE GR
VERTICAL VERT
HEIGHT HT VERIFY IN FIELD VIE
HORIZONTAL HORIZ
HIGH POINT HP WEIGHT WT
WELDED WIRE FABRIC WWF
INCHES IN WIDE FLANGE WF
INFORMATION INFO WITH W/
INSIDE DIAMETER ID WITHOUT W/O
WORK POINT WP
UGHT LT
LONG&LONGITUDINAL LG
LONG LEG BACK TO BACK LLBB
LONG LEG HORIZONTAL WI
LONG LEG VERTICAL LLV
LOW POINT LP
.cti`i1/4tit) PROFTs
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ei. ANG IN EFqo
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7•A IPE S'� 0 ISSUED FOR CONSTRUCTION BWD 10/17/2019
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OREGON O Design Group
9'', F4+eERe �Q
�Y A 13��'� DESIGN GROUP FACILITY SOLUTIONS, INC.
4000 KRUSE WAY PLACE,BLDG 3 STE 255 LAKE OSWEGO,OR
Cys- PHONE:(503)342-7388 FAX:(503)636-0068
XP1TIES: 1�1/sc THIS DRAWING IS CONSIDERED
^' EXPIRES:
AND TAND, C C I y. ■
DUPLICATION OR TRANSFER,AND (�,j'
COMMUNICATION TO OTHERS IS
PROHIBITED WITHOUT THE WRITTEN
CONSENT OF CYCLYX
DRAWN Bv: DAN H: AGIHZ-CYSTY-0062-STRUCT
C c' REV:
DATE: BWD
: 10/25/2019 STRUCTURAL SPECIAL INSPECTION 1
CYCLYX PROJECT NUMBER: AGIHZ-CYSTY CUSTOMER: CYCLYX SCALE: FILE NAME: FEET.
LOCATION: 13120 SW WALL ST,TIGARD,OR 97223 CUSTOMER PROJECT ID: AGIHZ-CYSTY NTS AGIHZ-CYSTY-0062-STRUCT,dwg 3 OF 5
EQUIPMENT FRAMING PLAN NOTES:
.\ \ 1. REFER TO DOCUMENT 0061 FOR STRUCTURAL GENERAL NOTES.
Q 1 � r, ) ��.51 ��.�1 ? ? K ) _ i� I ) F��
/ ! ti 2. REFER TO DOCUMENT 0062 FOR SPECU+L INSPECTION AND ABBREVIATIONS.
I 1 rp I 3. PHASING OF FUTURE WORK TO BE COORDINATED BY CONTRACTOR WITH OWNER.
1 11
— 1 28'-10 15/16" 21 4. ALL STEEL TO BE SHOP PRIMED PER STRUCTURAL NOTES.
20'-4" / 18'-9" t 20'-O" 10'-2" 18'-7" 12'-6' 20'-2" 14'-10" 9'-9" ;1 /
1
1 _ _-- --- 1 - I - -_.
- SCOPE OF WORK 1 1 I 1 11 I
—
N
it
r\_.
1 —I1 I '1 1
I I
7-----,„ -- J- O O — -=- _ __ - = g
IMIliMilliiiiiiiiiiir
6" #5N WAY GENERAL NOTES
WOOD FORM (REF) (N) EPDXY GROUT A 4/7 EACH
(N) 6" CONC SLAB
10'-6"x6'-4"x0'-8" 1. SEE 0061 FOR STRUCTURAL GENERAL NOTES.
wr11111=”! CONTRACTOR V.I.F. 2. SEE 0062 FOR SPECIAL INSPECTIONS AND ABBREVIATIONS.
IME ?1�w #6x1'-6"0 12" OC
cc AROUND PERIMETER,
=;i EMBED INTO (E)
0SLAB USING HILT!
� 3/4"
HIT-RE500-V3
ADHESIVE
T
SECTION A-A FAIIMIEMPR'1
SHREDDER STAND W/ 1 :—! A -Jam, x
BASE PL BY VENDER Pt° W� x 1,7 .,/S`A"
a- a,, avi .a✓.�V ,T‘,2---,.._. v`�-`T'`7`;t ;
1/Y LEVELING NYTP H. / 6" / 4COMPACTED FILL
WOOD FORM, CAULK •, (2) 1/2" DIA THREADED TYP (NOTE 1)
ALL SEAMS,AS THE ROD ANCHORS, SET IN (E) SLAB VERIFY
EPDXY GROUT WILL HILTI HIT-RE500-V3 NOTF• (E)THICKNESS,LABFIELD DTE 2
LEAK OUT IF VT ADHESIVEE1. SOIL SHALL BE COMPACTED TO A MINIMUM OF
SEALED UP.FREMOVE ,-- - (EMBEDMENT 4 1/2") 95% OF ASTM 01557 (MODIFIED PROCTOR)
FORM AFTER GROUT �, _ ' ' MAXIMUM DRY DENSITY. MATCH EXISTING FILL
SETS UP I I 1 1/2" (MAX) STANDARD MATERIAL AS A MINIMUM.
V-100 EPDXY GROUT,
- PROVIDED BY UNISORB 2. EXTEND NEW SLAB 1'-O" BEYOND BASE
PLATES IN ALL DIRECTIONS.
(E) CONC SLAB
1 ANCHORAGE AT SHREDDER 2 SECTION AT (N) SLAB
0063 1„=1'-0" 0063 1„=1'-0
- 0.stD P ROFFS
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OREGON V ' Q
9 'VAEF19 ti CPQ`
EXWRES:1?t31[M
1 ISSUED FOR CONSTRUCTION BWD 10/25/2019
0 ISSUEDFOR CONSTRUCTION BWD 10/17/2019
REl
DE:.:RIP-ON Y Dr
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Design Group
DESIGN GROUP FACILITY SOLUTIONS, INC.
4000 KRUSE WAY PLACE,BLDG 3 STE 255 LAKE OSWEGO,OR
PHONE:(503)342-7388 FAX:(503)636-0068
" a THIS DRAWING IS CONSIDERED
CONFIDENTIAL AND PROPRIETARY, C y C I y
■ ■
DUPLICATION OR TRANSFER,AND
COMMUNICATION TO OTHERS IS
PROHIBITED WITHOUT THE WRITTEN
CONSENT OF CYCLYX
°R"""BY: BWD DWG
g` AGIHZ-CYSTY-0064-STRUCT REV:
C J u pp1E` 10/25/2019 DESC: STRUCTURAL DETAILS 1
CYCLYX PROJECT NUMBER: AGIHZ-CYSTY CUSTOMER: CYCLYX SCALE: FILE NAME: SHEET:
LocAnON: 13120 SW WALL ST,TIGARD,OR 97223 CUSTOMER PROJECT ID: AGIHZ-CYSTY NTS AGIHZ-CYSTY-00645TRUCT.dwg 5 OF 5