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14850 SW 132ND TERRACE-5 1",rh I'l I I.. "I ). 1 .�� - , . !, :_ 1`11 r r I I, ,/- � 1: i l Rw', r. 4� Ir _, . I Y " lid . �'''ti�_11 ry 11I 1f — l ABBREVIATIONS STRUCTURAL NOTES STRUCTURALLEGEND CONSTRUCTION OBSERVATION, INSPECTION AND TESTING 'G 6Ga:LE AB ANCHOR BOLT 01.0 GENERAL NOTES 04.0 REINFORCED BRICK MASONRY A. GENERAL �� A F F ABOVE FINISH FLUOR , ALT ALTERNATE 1 These notes set minirnum standards for construction Tie drawings govern ov3r the Structural Notes to the extent 1 All brick rrasomy units shall be ASTM C652 Grade SW fro 2600 psi 1 Independent testing lab to be retained by owner to provide inspections and special Inspections as described.,ereln �, T CONCRETE WALLS ARCH ARCHITECTURAL shown 2 Mortar shall be Type S or Type M 2 Contractor 1s responsible In coordinate and provide on site access to all required Inspections and notify testing lab In BD BOARD 2 Contractor shall verity all dimensions and conditions on drawings and in field Coordinate locations of or.nings 3 Grout shall have a minimum strength at 28 days of 3000 psi with 3/8 inch minus aggregate Grout walls solid except time to make such inspection,. I� BLDG BUILDING through floors,roots and walls with architectural,mechanical and electrical plans Notify Architect Many where shown on the plans as"Partially Grouted For walls noted as"Partially Grouted grout cells and bond beams 3 Do not cover work required to be Inspected pncr to Inspection being made n work is covered,uncover as necessary `^ BLKG BLOCKING discrepancies that contain reinforcingor embedded Items The contractor shall correct all deficiencies noted m the special inspection reports and/or the engineers field 1 1� .___ MASONRY WALLS BM BEAM 3 Construction means,methods and all necessary temporary support prior to completion of vertical and lateral load 4 All work shall conform to Section 2104 through Section 2104 7 of the UBC All grout shall be mechanically vibratec' observations reports to bring the construction Into compliance with the contract documents,addendum RFI's and/or - B N BOUNDARY NAILING systems is the sole responsibility of the contractor and reconsolidated per UBC Section 2104 8 2 BOF BOTTOM OF FOOTING written instructions The contractor is responsible to request summary reports from the special insperxtor and 4 Complying with dll safety and OSHA requirements is the sale responsibility of the contractor 5 Provide inspection and testing as shown under the"Construction Observation Inspection and Testing"section of engineer of recons at the time of the project substantial completion Prior to requesting the Summary Structural >0-- - -————_ — ` STRUCTURAL WALLS BELOW BOT BOTTOM 5 Where reference Is made to ASTM,RISC,ACI or other standards,the latest issue a1 the building permit date shall these notes Observation Report from the engineer of record the contractor shall submit to the architect and engineer of record a BRG BEARING apply 5 Reinforcing for 8 inch masonry shall be ASTM A615.Grade 80, as follows(unless detailed otherwise) letter stating that all outstanding Items noted on previous Structural Observation Reports have been completed m BTWN BETWEEN 6 All work shall be in strict comphance with the"Uniform Budding Code"(UBC)as amended by all other state and local a Vertical #5 at 2-8"on center placed ui center of cells plus two accordance with the contract docurents, addendum RFI s arid/or written instructions �u C CAMBER codes, permits,and building department requirements that apply (2)#5's each side of each jamb of o)enrn x full wall height CFD CEMENT FIBER DECK 7 Design Catena g g i, NON-STRUGTURAL WALLS AT THIS �J COLD R INTLIN a. Roof Snow Load ........................ ........... 25 psf plus drifting per 1997 UBC appendix chapter 16 beam 48 Inches from ground floor)plus two(2)eams r#t4 rid 4 CENTER LINE 1 psf to of wall at each internediatenflo r level and at o at B. SPECIAL INSPECTIONS g b Horizontal Two(2)#4 LEVEL- SEE ARCH. DRAWINGS CLR CLEAR h'oofDead Load .. . ' p col0< la� b Floor Live Load(Classrooms)..... ......... 40 psf Place one(1)horizontally on each side of single I Re uired s ecial Ins ections shall be erforned h an inde ndent s ecial Ins CMU CONCRETE MASONRY UNIT "' Y hg q p p p y pe p tactor per Section 1701 of the CNTR CENTER jertical bar or when two(2)vertical bars occur place Uniform Budding Code(UBC)for the following F'-'I 0 r POSTS THIS LEVEL. COL COLUMN � 11 (u fery) '••••••••.••'••••• •- 80 sf horizontals between double vert,cal reinforcing a Foundation Floor Dead ..._. .................................. . g g paction of fills , CONC CONCRETE P c t_intels Less than 4'-0"span two(2)#5's in bottom of 16 i Geotechnical engineer shall observe fooling excavation and test,:;oro pncr to placement of c Wind . ........ ........................... .... ...... 80 mph/F osure B inches said routed or bond beams concrete O ❑ POSTS BELOW CONT CONNECTION CORDI ATE 8 Mechanical ficial a u! ment.mechanical and rinkle one 3 larger than 2 mch diameter or other items producing a n hes o id 9 pan two(2)#5's In bottom of 24 b Controls BE—' OU) I�CORDINATE q P P piping g P g lid grouted or pend beams i During the taking of concrete test specimens C P COMPLETE PENETRATION hanger load over 50 IUs shrill be hung by a system approved by itis Architect Any hanger producing a load over Extend reinforcing 2-0"past each jamb I. Continuous on-site inspection during placing of concrete Is not required after the Inspector has venfied the CTSK COUNTERSINK 200 lbs shall have additional framing installed to transfer these loads to the main structural beams or walls unless d Sills Two(2)04 In bond beam at sill below openings, work is being installed per the contract documents and ACI requirements Exceptions full time Inspection OFXX FOOTING MARK- BEE DBL DOUBLE otherwise approved extend 2'-0"past each jamb required for the fo!!owing FOOTING SCHEDULE, DET DETAIL 9 Brace all mechanical and electrical equipment,piping,etc to the top of structural members to resist 35 percent of Its a �ornars ano . Columns 'L_j', DF DOUGLAS FIR weight by a system approved by the mechanical or electrical engineer respectively Intersections One(1)2'-0"x 2'-O"corner bar at each frond beam e Beams COLI IMN MARK- SEE DIA or 0 DIAMETER 10 Details shown on the drawings are Intended to apply at all similar conditions and locations same size as horizontal reinfurcing In Verify reinforcing size.grade and placement for structural elements. O DIM DIMENSION 11 Do not scale infomnation from drawings 7 Spacing of vertical rebar rioted on the drawings and in(hese notes are for 16 Inch units with 8 inch on center cell iv Cure c COLUMN 9�.�EDULE. DR DIRECTION yhndes in cure boxes and repot low and high temperatures of itis cure box on the test report according spacing Where 12 then units are permitted by the Architect s specifications.adjust vertical bar spacing as follows to ASTM C31 IX DL DEAD LOAD v Exterior and interior slabs on grade are not structural elements and do not require special Inspection -- BEAM, JOIST, RAFTER, ETC. DO DITTO 02.0 FOUNDATIONS 16 Inch Units — 12 Inch Units c Bolts and Anchors in Concrete I z Op DEEP 32"o c 30"o c I Braced frame anchor bolts inspect size length and hook and tie to reinforcing Lz DRWG DRAWING 1 Design soil pressure is 2000 ps'LL plus DL for footing bearing on shallow native sod and 3000 psf LL plus GL for 24"o c 24"o c d Adhesive anchors Inspect hole size,depth cleanliness and Installation per manufacturer s �( EA EACH footings founded 10 feet below grade,per URS Corporation report dated,July 10,2003 16"o c 18"o c E.J. EXPANSION JOINT recommendations 2 All footings shall bear on tiro,undisturbed sal or approved compacted All Footings shall bear at a minimum of 18 El or ELEV ELEVATION ui Expansion anchors Inspect hole size. anchor embedment and tightening torque for anchors noted on - LEDGER - FOR 5PL!GE5 inches below final grade Remove all organic material or soft areas In footing excavations Provide;and install 8 Pilaster sizes detailed are for 18 inch units. Where 12 inch units are permitted by the Architect s specifications adjust drawings as requinng special inspection 74 SEE DETA LF EMBED EMBEDMENT structural fill as necessary Notify Architect before proceeding if any unusual conditions are encountered un the pilaster sizes as follows EN EDGE NAILING d Welding /:; footing excavations i Visually Inspect all structural field and shop welding C, EO EQUAL 3 Do not excavate closer than a 2 1 slope below footings 18 Inch Units 12 Inch Units a The special inspector need not be continuously present during welding except as noted in ih below. provided I E W EACH WAY 4 Use smooth edged backhoe bucket without teeth to excavate footing trenches,a d clean all footing excavations of 8 x le S x 18 the material qualifications of weldor EXIST or(E) EXISTING g procedures and welders are verified prior to the tart of work, panodic loose material by hand 16 x 16 16 x 1 d INDICATES CONT. BEAM, JOIST, EXP EXPA14SION Inspections are made of work i1 progress and a visual inspection of all welds is made after completion or poor ` •;�: B '— - I i 5 Comply with specifications and geotechnical report recommendations for all fills and excavations 24 x 1E 24 x 18 to shipment � J EXT EXTERIOR pment of shop welding � RAFTER, ETC. OVER MULTIPLE 6 Exacavations mai be made under continuous footings fur pipes Back All with 3/4-inch minus crus7ed ruck compacted ui Continuous weldor inspection and isatin Is required for the following � I FC FACE g g q g SUPPORTS. FON FOUNDATION n 8-Inch lifts to 95 percent ma Fad Proctor mawmum dry density per ASTM D1557 or AASHTO T-180 9 All lap splices shall be 65 bar diameters Bars#7 and larger shall have mechanical splices capable of developing o All complete penetration groove welds F F FINISH FLOOR 7 Base material immediately unser slab shall be a 6-inch layer of clean 3/4-inch minus crushed rock compacted to at 125 percent of bar yield strength Submit mechanical splice ICBO report prior to installation . All multi-pass fillet welds with throats 5/16-inch or greater M_ - -- - ------ BEAM, JOIST, OR LEDGER BELOW FIN FINISH least 95 percent modified Proctor maximum dry density in accordance with ASTM D1557 or AASHTO T-180 10 Connect masonry wails to concrete walls at all intersections with 1/2-inch diameter x 20-inch A107 all-thread rods at . 100 percent of complete penetration groove welds on matenai greater than 5/1 6-inch shall be tested by M ^5' UPPER ROOF PLANE FLR FLOOR each bond beam with 4-1/2 inch minimum embedment Into concrete with epoxy ultrasonic testing The ultrasonic testing rate may be reduced to 25 percent of each individual welder after —� FOC FACE OF CONCRETE 11 Do not place pipes or conduit parallel to rebar in same cell or grouted space unless specifically rioted on the 40 welds tested If 5%or more welds are rejected then provide ultrasonic tests on all complete penetration FOM FACE OF MASONRY 03.0 CONCRETE structural drawings In no case shah electrical boxes conduit or pipes be in contact with rebar Adjust location of groove welds �. F O S FACE OF STUD pipes of cordurt as required . In addition 25 percent of complete penetration groove welds on material 5,16-inch or less shall be tested ,7 STEP IN FINISH FLOOR - SEE 8/56.1 F O SH FACE OF SHEATHING 1 Strength. Average concrete strength as determined by loo cast, lab cured cylinder shall be 4500 psi at 28 days for FS FAR SIDE slabs on grade where adhered flooring is to be installed,3500 psi at 28 days for slabs on metal deck,and 3000 psi at by ultrasonic testing If any weld Is rejected,then provide ultrasonic testing on ail complete penetration *` groove welds FTG FOOTING 28 days for all other concrete plus increase depending upon the plant's standard deviation as specified m ACI 318 The contractor shall submit a'welding procedure specification (WPS)In accordance with AWS 5 1 2 for review � T.OF. _ '1 1•.YY'1 I GA GAGE OR GAUGE Four(4)test cylinders meeting UBC,Section 1903 8 shall be taken at each pour One(1)cylinder shall be lested at 04.10 BRICK MASONRY ANCHORS v by special inspector and engineer prior to beginning work The WPS shall cordae all information GALV GALVANIZED 7 days and three(3)cylinders shall be tested at 28 days Test reports are to include minimum and maximum cure CTL STEP r c recommended In the sample fomn of Appendix E of the AWS code including recommendations from the GEN GENERAL box 1 Clout Filled Brick Masonry Units proposed preparation back gouging sequence. method o, Q STEP IN FOOTING. elearode manufacturer. ro used method of base metal v 9NT G.L GLUE LAMINATED MINIMUM Mix Requirements a Do not use concrete expansion anchors in masonry construction placement of new weld material, backer plate and runoff tab removal ano final finishing T.O.F. YY.YY' .� - �- GL9 GLUE LAMINATED BEAM a. Cement content per yard Five (5)sacks except slabs on grade shall be 5-1/2 sacks b Epoxy anchors Hdti HY-150 or Simpson SET. v The inspector shall verify welder qualifications WPS welding process electrode assembly configuration fit- GYP WALL BD GYPSUM WALLBOARD b. Maximum water/cement ratio 0.50 for non-air entrained concrete,0 46 for air-entrain-d concrete 0 42 for Interior c Unless noted otherwise,install threaded A36 rods into clean dry holts to embed depth as shown on drawings -_ \ INDICATES STEP FOOTING DE l-AIL• HCA HEADED CONCRETE ANCHOR slabs where adhered fluorin is to be installed. Com with manufacturer's ICBO re up tolerance e Stu inch maxamum)preheat and interpass temperature and preparation of all steel surfaces j �` -" 9 pity port for hole diameter If embed depths are not shown use manufacturer a Headed Concrete Studs L'l� HDR HEADER c. Add fly ash to slab on grade and exposed wall concrete mixes. Include the fly ash in the water cement ratio but minimum depths Fill hole with enough epoxy to fill all void spaces and insert rod with clockwise twisting motion i Check size grade and placement NGR HANGER do not use fly ash to reduce the cement below the minimum cement content Provide fly ash between 1096 and d Do not place when epoxy or concrete is less than 50 degrees Fahrenheit Unless special products for cold n Visually HORIZ HORIZONTAL 15%of the total weight of cementitious materials Meet ASTM C618 with loss on ignition to be 3%or less Fly ash weather are use y inspect all welds r ROOF PLANS - INDICATES CVER FRAMING HT HEIGHT may be added to other concrete mixes and included it,the water cement ratio but is not to be used as part of the a Do not cut main reinfor Ing or break out back surface when drilling notes Epoxy drehois are to be placed in f Masonry as •••..i•�..�. INT INTERIOR , I Sae. grade and placement or reinforcement shall be inspected by an independent testing laboratory before minimum cement content. Fly ash is riot to exceed 15%of the total weight of cementitious materials unless center of grouted cells only Install per I le concrete anchor section above INFO INFORMATION each grout pour Inspector shall ciao observe splices anchorage embedded Items and clearances specifically approved and special testing is provided by the contractor to consider late strength development and f When wads or void cells are found at anchor locations grout the voids solid three days before installing an t �_ JST JOIST it Block eosin tests are required at each grout pour or every 5000 sq ft o wale whichever is less Test shall be finishing. anchor "� JT JOINT done according td UBC Section 2105 3 - INGICATES STEEL TO STEEL d Design slump. Minimum 3",maximum 9" Field variation from design slump+1/2 inch to-1 inch When concrete �• --�� r-- LBS or a POUNDS is to be pumped add la 2 The special inspector shall provide a copy of their report to the owner architect.structural engineer contractor and M � BOLTED CONNECTION LL LIVE LOAD P p plasticizers and provide a new mix design to increase slump to a pumpable mix. Do not add budding official water 04.11 BRICK VENEER ANCHORING SYSTEM s D LVL LAMINATED STRAND LUMBER a Air Entrainment Per PCI at all exterior slabs and flat work `= LVL LAMINATED VENEER LUMBER f Admix Water reducing admix Pozzolith/Pot heed/Rheobunld or Approved equal) 1 Corrosion resistant anchors spaced maxinnum 16 inches or,center in both horizontal and vertical directions Anchor n _ MANUF MANUFACTURER g ( y PP q ) C. STRUCTURAL OBSERVATIONS INDICATES EPDXY ANCHOR MAT'L MATERIAL g All admixtures are to be from the same manufacturer unless evidence Is submitted verifying compatibility of ties shall have a hp or hook on the extended leg that will engage or enclose a galvanized, horizontal joint MAX MAXIMUM multiple source admixtures reinforcement wire of No 9 gage or equivalent - SEE STRUCTURAL NOTES 2 Place and cure all concrt to per ACI codes and standards 2 Acceptable stems 1 Structural observations by the engineer of record or his representative shall be required at the following times during0< -- MJ3 MACHINE BOLT p y construction MBR MEMBER 3 Sleeves.pipes or conduits of aluminum shall not be embedded in structural concrete unless effectively coated a For Concrete Backing Dur-o•Wal D,A 100 dovetail slot systems with Dur-o-Wal D/A 131 anchors a As soon as foundation reinforcing in place. prior to the first concrete pour ME.CH MECHANICAL 4. Provide control joints In all slabs on grade Joints are to be Installed at 14 to 16 feet on center each way rnaximum b For Masonry Backing Dur-o-Wal D/A 3605 Seismic Ladur-Eye system b During placement of brick masonry prior to the first grout pour INDICATES CAST-IN-PLACE ANCHOR MIN MINIMUM unless shown otherwise on the drawings All cut joints to be made within(1)hour after finishing with an early rut c For Metal Stud Backing Dui•o-Wal D/A 213S system with two(2)#10.16 coated screws DIIA 807 c Upon completion of primary structural st,.el erection SEE DETAILS (N) NEW saw Prevent spalring at locations where exposed concrete is s6wcut 3 Typical Steel Lintel at 3-4"Opening L3-1/2 x 3-1/2 x 1/4 d As soon as the nam floor decking is m place prior to placing concrete NA NEUTRAL AXIS 5 Provide 1/4-inch premolded expansion joint material between slabs and walls that are not doweled together and a As soon as the roof deck is in place prior to covering with any architectural finishes N S. NOT TO S NK around columns that oo not have slab blackouts f Prior to coveringbraced frames with architectural finishes N,T.S NOT TO SCALE 0 ON CENTER 05.0 STRUCTURAL AND MISCELLANEOUS STEEL 2 The contractor shall notify the engineer of record four(4)calendar days in advance of above times requiring site O.H.or OPP CPPOSITE HAND 03.1 R.EINFORCING(CONCRETE) observation INDICATES METAL DECK FLUTE DIRECTION P A.F POWDER ACTUATED FASTENER 1 Detailing fabnc3tion and erection shall conform to the Steel Construction Manual of AISC ( ) PERF PERFORATED 1. All reinforcing steel shall be ASTM A615,Grade 80 except ties and stirrups shall be Grade 60 or Grade 40 2 The contractor shall be solely responsible for all OSHA requirements for safety and erection including but no; limited PLATE 2 Reinforcing to be welded shall be ASTM A706.Grade 60 Tack welding of rebar is not permitted to erection bolts, bracing fall protection,guard rails,etc PLCS PLACES 3. Fabricate and Install reinforcing steel according to ACI 315, Details and Detailing of Concrete Reinforcement 3 All steel for wide flange shapes shall be ASTM A992 Grade 50 All other steel to be ASTM,A36 FLYWO PLYWOOD 4, Provide dowels from footings to match all vertical wall,pilaster and column reinforcing Lap 45 diameters or 2 0'r4 Ail structural tubing shall be ASTM A500, Grade B.fy=46 ksi PIP PARTIAL PENETRATION minimum unless otherwise indicated. 5 All pipe shall be ASTV A53 Type E or S Grade B PSF POUNDS PER SQUARE FOOT 5 Lap all bars in intersecting footings 2'-0"or 45 diameters,whichever is greater 6 All threaded rods shall be ASTM A36 STRUCTURAL DEFERRED SUBMITTALS INDICATES METAL DECK FLUTE DIRECTION PSI POUNDS PER SQUARE INCH 6. Splices In wall and footing reinforcing shall be lapped 45 diameters or 2'-0 whichever is greater and shat'be 7 All welds shall be made by Pre-qualified Welders to A1NS Pre-qualified Welded Joint Standards WITH CONCRE tE TOPPING PSL PARALLEL STRAND LUMBER staggered at least 4 far at alternate bars. a Prior to beginning and during welding all requirements of the Special Inspection'section of these notes shall be , -, PT PRESSURE TREATED Four(4)sets of deferred submittal items per LBC 106 3 4 2 shall be submitted to the• i-•,.,-of Record All deferred .) ( 7 Provide 45 bar diameter or 2'-0"x 2'-0"minimus comer bars to match horizontal reinforcing In wads at all comers met submittals shall be stamped by a professional engineer registered in the State of Oregon cialt Engineer)and shall REINF REINFORCEMENT/REINFORCING g 9 9 9 a�� Y and intersections b Filler metals shall meet AWS AS specifications Electrodes shat!be 70ksi which are compatible with the base REQ'D RE:tUIREU be the sole responsibility of the Specialty Engineer including.but not limited to design. coordination,dimensions and B. Protide two(2)#4 continuous bars at top and at discontinuous ends of all walls material,welding process and position Provi a low hydrogen electrodes for SMAW Meet minimum toughness SCHED SCHEDULE intended purpose Review by the Engineer of Record shall be for general conformance to the design loading cn!ena set SHT SHEEN 9 Vertical wall reinforcing shall be placed m center of wall unless shown otherwise on the drawings Honzontal bars CVN value of 20 ft lbs at-20 degrees Fahrenheit for all welding of moment frames and full penetration welds. forth on the drawings and specifications The deferred submittal items shall not be installed until the design and submetal SHTG SHEATHING may be placed either side of vertical bars and between double vertical bars Do not mix weld electrodes that reduce the CVN value of the weld docu,,Ients have been reviewed by the Engineer of Record and approved by the building official SIM SIMILAR 10. Provide the following reinforcing around wall openings larger than 30"x 30 c GMAW field welding not allowed GMAW shop welding using short circuiting transfer is not allowed S.03 SLAB ON GRADE a. Two(2)#5's over x opening plus 2'-0'each side d Preheat and interpass temperatures are to meet AWS requirements Deferred Submittal List SPECS SPECIFICATIONS b Two(2)05's under x opening plus 2'.O"each side a Unless otherwise noted on drawings,provide AISC minimum weld sizes for all welded joints. SQ SQUARE c. Two(2)#5's each side x full story height 8 Emhedded anchor bolts are to be x4307 unless noted Steel Open Web Joists and Girders S.S. STAINLESS STEEL d. Provide 90 degree hooks for bars At openings if required extension past openings cannot be obtained 9 All bolts for steel to steel connections sha!I be ASTM A325X unless noted When A325N or A325X are called for it Light Ga,e Metal Framing STO STANDARD 11 All openings smaller than 30"x 30"that disrupt reinforcing shall have art amount of reinforcing placed both sides of bolts are to be installed to a"snug tight"condition and torqued to 50 It lbs Where A.325SC bolts are caned for use Ili. Sta!: r-raining(Not Landings) STIFF STIFFENER openings equal to the amount dism.pted and extending 2'-O'each side of opening snap-of bolts STL STEEL 12 Reinforcing shall not be bent or cut for temporary access 10 Bolts shall be located,n the top of vertically slotted holes and the center of horizontally slotted holes unless STRUCT STRUCTURAL otherwise noted. SW SHEAR WALL THRC THREADED 03.2 CONCRETE ANCHORS 0 T.O.0 TOP OF CONCRETE T.O.F. TOP of FOOTING 1 Epoxy Anchors hiiii HY-150.Powers RA4VL Power-Fast.Simpson ET or SET 08.2 STEEL OPEN WEB JOISTS AND GIRDERS T.O.J. TOP OF JOIST a Unless noted,Install threaded A36 rods into clean,dry holes to embed depth as shown on drawings Comply with T.O.S. TOP OF SLAB OR STEEL manufacturers ICBO report for hole diameter. If an ibed depths are not shown, use manufacturer's minimum 1 Steel joists and girders shall be designed.fabricated, and erected per SJI and AISC standard specifications T.O.P. TOP OF PILE depths. Fill hole with enough epoxy to fill all void spaces and ih3ert rod with clockwise heisting motion 2 Camber all joists with standard cambers per above standard specifications unless noted or otherwise shown on T.O,P.0 TOP OF PILE CAP b Do not place when epoxy or concrete is less the 50 degrees Fahrenheit,unless special products for cold weather drawings TO W TOP OF WALL are used. 3 Provide bridging as called foi by above specifications Do not use slotted holes in bolted connections Where T&G TONGUE AND GROOVE c. Do riot cut main reinforci.J or break out back surface when drilling holes. bridging cannot terminate at a concrete/masonry wall,terminate with cross bridging (See Details 27iS6 5 8 28/S6 5) � 0�° C TYP TYPICAL 2 Expansion Anchors Hilts Kwik Bolt-ll.Power RAWL-Stud.Ramset/Red Head Tru bolts or Simpson Wedge All 4 Submit shop drawings that indicate joist sizes, loading mernber sizes, panel point locations camber, bndging and �nl �, U 10A UNLESS OTHERWISE NOTED a Full bearing contact for 3-inch minimum around each anchor must be provided between the face of concrete and any other information that may be pertinent to the job �� (C / ; , ES VERT VERTICAL the anchored assembly, Provide non-shnnk grout and pack as required to eliminate all void spaces between face 5 Submit structural calculations,stamped by a pfofessional engineer registered In the State of Oregon, for all joists and W J WET JOINT of concrete and the anchored assembly joist girders Include the calculations with the shop drawing�ubrndlal ARCHITECTS P.C. i, ; W WT WELDED WIRE FABRIC b Do not cut mai:i reinforrin or breakout back surface when drilling holes 6 Design joists for loads shown on flip drdwin s Design roofjoists for net uplift of 10 f Total Loads and Live loads Ili Wr WITH g g 9 1 9 g 1 ` P Ds — n,iT c, Provide 3-inch diameter x 3/16-inch plete wasners for expansion anchors in contact with word are listed in pounds per lineal foot. Seismic loads(indicated as EQ)are ASD axial loads in kips to be transferred W/0 WIL!__, 1230 SW First Ave., 4300 1= 0 POUNDS or NUMBER 3 Headed Concrete Studs Use Nelson welding process with manufacturer's equipment only,no hand welding. Do not through the joist bearing seat Portland, Oregon 97204• 9 +J. PLUS or MINUS install while deck or steel surfaces are w,,t 7 Joist and girder bearing depths shown on the drawings are minimums General contractor shall coordinate beanng Ph.: ;603; 223-8683 depths with joist manufacturer Fax: (503) 294,-0827 'e 8 Provide sloped bearing seats on joists and girJers as required 9 Approved manufacturers. Vulcraft. SunJoist,SMI �at'c J I k� i C 05.4 LIGHT GAUGE METAL.FRAMING r ��Q PAOff Jx 1 All light gauge speer shapes shell be 33 ksi r,Iatenal per ASTM A-446.Grade A for 18 gage and lighter, and 50 ksi V� y 1. A446 Grade D for 16 gage and heavier,unless noted otherwise Shapes shown are per Steel Stud Manufacturers E �'^ 1711i ,/ w Association Manufacturer's shapes with equal or greater A,1,S,and R factors may be substituted provided they $ have ICBG research reports Studs t.nd blocking shall be punched'C'studs of 20 gage(minimum)material with 1- it r e x1, r 3/8 inch wide(minimum)stiffened flanp;es (unless otherwise noted) I Q o`' /Q 2 Design of framing members shalt comply with AISI Cold horned Steel Design Manual 3 �� s ''x„ , I 1 r 3 Screws for connecting steel framing members shall b,r self-drilling,self-tapping screws with minimum 1y=33 ksi II Cfi( V' Connect studs to track with minimum two(2)08 screws(one each side) Connect multiple studs or joists together m A� " with minimum 08 screws at 24 inches on center ivXPlRts: 12-31- 4 Screws for connecting gypsum wallboard or plywood to metal studs and track shall be bugle headed,self-drilling In screws r 1' 5 Torch cutting of load bearing studs not allowed. Cut with saw or shears. 6 Torch cutting of bolt holes In Iteck not allowed. Drill or pi ch holes 1/16 inch larger than the size of the bolts 0 7 Bearing studs carrying axial load shall be cut so that web of studz is In direct contact with all tracks n _ 8 Fasten sill track to concrete with 0 145-inch diameter powder driven anchors at 24 Inches on center for exterior walls N DATE: SEPTEMBER 2004 r and 32 inhes on center for Interior walls unless noted otherwise. S - I € JOB NO.: 0208.00 1) iJ __—____ DRAWN BY: CE - 2 9 _— — CHECKED BY: RAW 0 REVISIONS: 01/05/05 --- -- - --------- ('ITY OF TIGARD o --VrAVCrQ"- L- CN�-y I 7 FILE. S11-03320 �N,i ....... ......... j R r unty the d o Ibeif In 9t _4M1T NO 15v10 W- 40-S- _—, e Snel.rRerI• w.. ... I 1 STRUCTURAL NOTES I 'i dc'11 jj p• ' ' > I 101 AND A!l19REVIA'IONt? It: ., z�'�rJ, 1IL 3 I j v, I� a 07004 W,LLNE R:[nLJREh).Y(x1NIE IN� S100 1 d 3 9 Ip I '", ,x112 I,,,rl3 i ...•. l '`"w'.-• U I � 3 � j `0 2 `'�'' ' ' ""I!IIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIi!, LEGIBILITY STRIP i o mm cm 9 1 1 A le i' I -1 CiP i .. _ . i" i� "' i 22 2a 25 2O 27 2B 2A O JFI I .11111111I . 0 - I at I' 11 OI p NONi . 1 I i I 1 ( I I fi ' I I I i . , �li.- - �ll��lJl.��l LIa�.��►�,,l�J�l�l�l ,11.1 i�' �J,� � _... . X - .. ' .. �. ,_ • _ ,. .. b•,zlMgr.' r'ti0.�.,r+' -r.— - *Mwr»xv— YF,. w 11� . �' I 3�,�r 1Al t,r 3.,a TVI ^I'. � 519I 9 h ,... qi -.ii-til�Q r r•. n.. _ 'y ft - _ - 000 —IT R• , _ . xTpr 1 "r. -'r , i I� „ sll TTT i V1 FOOTING SCHEDULE #' MA 8¢E REWFORCING FC1.5 ' -6" WIDE x 12" DEEP t2J 5 CONTINUOUS CJ "HIGKENED SLAB AT BOTTOM 2 -m" WIDE x 12" DEEP (3) 5 CONTINUOUS X20 CONTINUOUS FOOTING AT BOTTOM la 2 -6" WIDE x 12" DEEP (3) 5 CONTINUOUS �. FC25 CONTINUOUS FOOTING AT BOTTOM 4'-0" WIDE x I'-b" DEEB- (5) 5 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM FC75 J -6" WIDE x I'-b" DEE- (5) 5 LONGITUDINAL CONTINUOUS FOOTING TOP 4 BOT, d5 TRANS. AT 8" O.C. BOT. 4 16:: G.C. TOP �i m F40 0 x 4'-0" x I'-b" 5 0 12" O.G. EACH CONCRETE FOOTING WAY AT BOTTOM F48 4 -0 x 8'-m" x 12" (5)wl LONGITUDINAL CONCRETE FOOLING 5 12'BOO.0 TRANS. TOP 4 BOT. 4 -0" x Ib'-0" x 12" (5i ^ LONGITUDINAL F4z15 CONCRETE FOOTING TOP 4 BOT• • 12 O,C. TRANS. 00 TOP 4 BOT. 4'-m" x 44'-m' x 2'-0" (5) ''1 LONGITUDINAL CONCRETE FOOTING TOP 4 BOT. 5 s 12" O.G. TRANS. TOP 4 BOT. CF-5.0 5 -0" x 5'-0" x 1'-6" 5 4+ 12" O.G. EACH CONCRETE FOOTING WAY AT BOTTOM !� F-06 06 -m 6 " x '-0" x 1'-6" 45 0 12" O.C. EACH F8.0 CONCRETE FOOTING WAY AT BOTTOM JI Fexfi 6'-0" x 9'-m" x 1'-(P" 05 a 12" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM CF&V 6'-0" ). '8'-0" x 2'-0" (5) wl LONGITUDINA_ CONCRETE FOOTINGTOP 4 50T. 5 • 1 1BOT.2" O.C. TRANS. TOP F80 8'-0" x W-m' x -6 01 s 12" O.G. EACP4 �■ CONCRETE FOOTING I WAY A- 500y TIT COLUMN SCHEDULE MARK SIZE � Lu C1 1 HS5 6 x 6 x 3/8 C2 HSS 6 x 4 x 1/4 OHSS 4 x 4 x 1/4 OH35 8 x 8 x 3/8 C5� HSS 5 x 5 x IIA FOUNDATION KEYNOTES 1 P4RTALL7 GfiOuTEG ".+SCNR`r FULL HEIGHT I ImB I � 0 I i 56.3 2 Q SLOPE 'O DRAIN - SEE ARCHITECTURAL I me I C I - 563 I 56.3 I a6 I - -- L----------- -----------------------•--- -------------------------------------------L------------------I----------- ---•--- ----J ---- -----�i O RECESSED SLAB - SEE ARCHITECTURAL HIT EGTURAL AND DETAIL 8/36.1 I - ! --- -- 8" MASONRY W/ (2) 5 VERT a 16"O.C. ----- ---------i--------- MOD -- ----- --- ----i -----i----------i--------- ---------I------- --------------------- ----- -- --3 ---- 563 FC2.5 —_ �- 4 O --- j I - I �� 5 5 VERTICAL AT 16" O.G. C. WALL r_ OF5 I FOA �� Fc2 QI I_, F40 C5 F4.0 C5 r_._�_ -1 O �F431 �- ,� 56., e r L-� F4.0 CS �05 HORIZONTAL AT Ib" OG.r -IrJ I --- I ------ r , - -- -- r O - - ----- --� I �� _ _J �_ -- ___J L_____-- I I �, � r- - ■ - s =- I I •r ■ -�„ - _=�- _ - - } }- -- - ■ - - - -- F -- - - - - -- - - � VERIFY SIZE AND LOCATION OF ELEVATOR I L� - _ J -- I L -_--j I r------- SUMP. DLOCKOUT FOR SUMP AND PROVIDE m l r-i - 1 r _ I O 6" CONCRETE BELOW WITH (3) 5 E/.. WAY. 6 ( L_._' _J� I � --- J CFCZO 't' _ le --`-- I 56,I YP `�\ I TOP of FTG EL 23 r-- I $41 I �.- 4" SLAB-ON-GRADE 1 , - _1 I TOP OF FTG EL1 56 ( Ct 1�- -� I I PLACE ADDT'L DC JJEL3 EA. SIDE OF 3U D I I 2 I I I I ( I I 1 „ LR T r c `/ r L ---------- J WHERE FOOTING DCS LS ARE INTE'2UPTE p 23 - - ' -14'-m" 56.1 I ,/-•I�-UP 4 0 32 ' O.C. EACH WAY 23 I -i4'-m" 56.1 i I - C5J PLGS ' 1/2 TOP OF FTG EL i ! I I I I IFz - ( Y� �� OVER 6COF 3/4''OM MINUS 1 `i6' I ( - I •C� S6' FC7.5 3 I I I 4 1 �.-L,rl - _ COMPACTED CRUSHED ROCK I I I I FC1.5 S6 56.1 I FINISH FLOOR 4 _ ----J --------•-----i -------- - - +- - -- - - - r- - -..- - I I r- +---� FC25 1 h I - --r-� -13' I I I I I I I L----- ----- --� -•---- --� L------- -----J I -} - - - -- -- -L I i I j I r- -� - - - -� ----- I Feo c•1 I ------ - --- -� r--- --- ------1 r--__- --------- ,e i 1 4 � r - � � ! I Fc25 � --1- � �_-•}---� Fc2s j i I i iJ L i � ��®�I�� I —l - ■�1— -- - - - ' .. — I 561 I I I 0F6x9 ' Fd�N 4 ARCHITECTS P.C. i ,S.I =R.4 D 1230 8W First Ave.. 1300 I ._.. i TOP OF FTG EL I I I I CFF0 F5.0 I I I I S�I I a i I� Portland. Crepon 67204 CFC4.0� Il O I O{++O IOFC40 " IP (603; 223-56L�3v °56.1TTP ' Fax: (603) 284-0927 -1 { { I I I I VT LJLJL TOP OF FTG EL 6 OP OF FTG EL I I I �OF40 C2 F�.O I \J MSO I I ( I °vb.l ■ -14'-©' T. 56.1 III ■ -14'-t^v- --* I I DF<15 --=-� O:� I i j i I F40 C2 r-J L_� L- I I Fe.o _____f Z ___J L----- ---- to _y -r -L -� I j I �--- -- r —--- __00 .- -- J O _\.J fir' II9- SFAOICa 11 1 FCLS3L03 Fao C2Fao rs. _ ;O YPICAL j 86,1 TYPICAL I I FCLS r 1 F "I - ! ( `-� TYPICL.L 56.1 I E7CPIRES: 12.31-2i - J GRID im TO 11 - - ------------- - - - - _--- --_ _- - ---- �----- - ---- .. _ -- - - - - - - -- - -- - - - - __ -.- - -- - - - - ---® ! (3' LACES L ..J P _ L_ .J � � J /.aRID 16 TO 11 , L J_- t_ J 5 I �- L 7-J I L -T J L-J�\`L-OP OF FTG EL 1 4 9 I I 36.1 FCt5 96.1 ER 2004 TYPICAL I I I I -14'-S" (TYP I I R _- tYPICAL 5 PLACES UNLESS NOTED OTHERWISE) ! dOB N0.=8EPTEMB0208 00 GRID 12 TO 16 ii L DRAWN BY: CEC CHECKED BY: A W REVISIONS: , 01/05/05 n ---- - 28'-3" - - - ----- -- 2T-9" ---- _��--28'-10"---- _-- b'-m" -22'-2"— -- 28'-4" 28'-2" 10 (11) 12 13 14 FILE: 831-03320 LOWM FLOOR FOLINDATION PLAN 7AST) � LOWER FLQOR FOUNDATION FLAN EAST) ©SOW WA6LKER/01i0AETOn OUN't 1Nc. ...N...hW�.`+••:W•... ,. •.+MM1.1111i1am w.r.awF!V:.U-M..•w..ww.,.p1♦i.wfi4„- .-r, . ,.-i,.. .. ' ., ,u,wa .,..-x+u' „..v ,::.... ,«.nM.^=,Y,:Ai■MVb1•A ,....-_.-.-_.........- .—..•+w.w...•......,. . .rr:rcr+er,iMy��. Cm 'I' II111:111 111!11111 I ill 111tIIIIIIIIITII l+n iliill:, , 1111'1111 lUllllll II!I liil i, LEOIBILITII'STRIP G I I I I I I I I I i; III Iljuul 10mm w1 cm a 10 I I IQ 13 14 19 I? 19 !9 20 21 22 .^3 :4 25 "p 27 2r 29 :SID Ilrr.. tttttt Ya I r 14 M ! dTl y 1 �1,�4..,:. R.PVSsaf'I.0". +•^�nF�M!M 'es �y I Y ie. k FOOTING SCHEDULE C u, s¢F REWOROJO w FC0 ':-6" WIDE x 12" DEEP (2)b CONTINUOUS , THICKENED SLAB AT MGTTOM 2'-0" WIDE x 12" DEEP (3) b CONTINUOUS CONTINUOUS FOOTING AT BOTTOM -- 2'-6" WIDE x 12" DEEP (3)b CONTINUOUS CONTINUOUS FOOTING •'T BOTTOM 4'-0" WIDE x 1'-6" DEEP (a)b CONTINUOUS CONTINUOUS FOOTING AT BOTTOM A T'-6" WIDE x 1'•6" DEEP (5)-5 LONGITUDINAL CONTINUOUS FOOTING TOP 1 MOT. b TRANS. AT a" O MOT. f li" O.C. TOP F" 4'-0" x 4 .0" g, 1 .6 ' b a 12" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM F�iS 4'-0" x 8.0" x 12" (5)1 LONGITUDINAL CONCRETE FOOTIIIG TOP 1 DOT. IS • 12" Or— TRANS. TOP 4 DOT. Paa10 4'•0" x 16'•0" z 12" (b)-1 LONGITUDINAL CONCRETE FOOTING TOP 1 DOT. b a12" O . TRANS. A .0W TOP BOT. •r-0" . 44-0 (5)n LONGITUDINAL J . CCNCRETE 'OOTING TOP 1 BOT. b a 12" OT. RANS T . W TOP 4 DOT. W-0" x 1'-6" b • 12" O.C.EACH fOA CONCRETE FOOTING WAY AT BOTTOM FSO b'•0" x 6'-0" x I'-i" b a 12" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM FW b,-0" x a•0" x F-6" b • 12" O.C. EACH �i. ■ice - CONCRETE FOOTING WAY AT BOTTOM FS 1B 6'-0" x to'-0" x 2'-0" (5)1 LONGITUDINAL CONCRETE FOOTING TOP 1 OCT. b • 12" DT. i1FAN8. TOP 1 EDT. FSA 8'-0" x 8' 0., x 2'-6" r • 12" O.C.EACH CONCRETE FOOTING WAY AT BOTTOM COLUMN SCHEDULE t2uwc ,� I. C, H686 x6 x 3'a i I H996 x4x Va LUO HSS 4 4x 1/4 M G H58 a x ax 3,2 W 81 cc 563 -- 1 --- .�• - I --_--_--- 1yTOP OF FTG p 563 j 9ELOW ICK CONCRETE r---- -----------------, F FOUNDATION KEYNOTES ----------- ------ .r�" O.C.Egc1+ wAY i ------------ I _ H +---- +-------------- 1 - - --_--- �1 1 STEP FTG TOP AND BOTTOM ' _ _ 1 1 1 I , = fl � GROG'EC "^ASONRT I 1 __ 1 1 SEE v961 0- .yl - , U =-- r _ rEIGH' p 1 j 11 I H > 1 � ' 1a5 I I 105 I OSLOPE TO DRAIN - SEE ARCHITECTUR<- 862 3 I I �__- _ ______ _________-� 1 __�.� 563 -I I. L_________ RECESSED SLAB - SEE ARCHITECTURAL li j L______________ _____________J 111 _-- = — _ _ 862 ____ 1 __.--_ ______________ I I O AND DETAIL 8/86.1 J1 � . .... . . . . ._ -- --- ----- 1 --1 — r__— ® i 962 a O e" MASONRY w/ rel b VERT . 16"oc. ._._._-_._._._._ _._._-_� _.—_ _�L._ _ J aO __� � Fao r F4e0 — Pop _r� q t__ -r______ _ _______ poo , O S;/2BV��Mj OO Ji O 'CONG.� -In 0r , l.. �_----- --- ---lL- lr---- - - -- 'Y I6 I r , - t --JLLO- .. - vERIFY�s1zE ANDv"�oc. Ar m wALL_ HORI ONT AT IbATION OF VATOR a _ _- - L___ _1 _ J I -1 rL . E� I�A r 1' sA,Ir-JIIM_1- 1 ' . � r -To `T j FC25 L--' .,---J ® L _-- rJ WFIERE FOOTING DOWELS ARE" CONCRETE BELOW WITW )NTERJPDFC781 '� t1 1 G25 �I -= =-Jr- j 1 1 1evl Li----- re.a 23 , IPLACE ADDT'LDOLLEL9 EA.SICE OF SUMP. FTG E _-- � ' 'GP OF FTG ELramGB � TOP of __j ' -1d-0 I 1 1 1 GRAD aY 1 1 s ,a I I 0 r--}--' 1 �----- I 1 --- AB', Ems. �1 ' a L----- ----- -� `'------- I -----J I I -T --- _.-.. - 1 -- }------- _ - .. W/µa32 OpT fTY r 1 1 I 1 __.- i ( 1 j I r-- - L_-'F'--J ____ _________ i ELLS ESL O _ I 1 1 I 1 1 I i 8228 I 4 A S S 0 C E I _.1 I 1 1 t�� 1Iw/ 11n CLR 9 ATTOF, 1 a } — 1 1 / 1 —1—'1- , .13H D,1 1 ^I t I 1 1 I r-------- E I I I ARCH9��ir T b 1 ` n c -- I j ` 1 1 1_r 1 ` L FI� p�ooDR ��a _ -17 1 4 5�. 1 i----- E t-q FBd1SN 1 m 1 Cr ( j 1230 Sw Fo-.t Ave. 1300 I 1 1_ 1 �..aC "1 _.. 1 �� 1 Tra •� L —J D eRgc[D l _ �._� x' 1 I I FC#B Portland, or. oA 07204 sr) FRAME ` ` FILO ------ 4rax: (803) l) Zai-aoesi I 1 11 1 I ----•—'-1----- t EL �— f 1 1, ca t 1 I I I '---- ---- ------- Mo �.- O- T�o .I '1lO 1 1 r_+I;Y t FDIs 2 _I --- /F040Ir — ___� 1 Mm}�,OO O L_ - -Z � __ -t f _t I I - I ----FAD IO -� I sb a _.—.—. I' S 1 1 . _- � O - - - - - - - - - - - - - - 1 ---- I j j I Q 1 1 G, Pao _ TOP of FTG E FW Ito I �T O --- r --- L I r— ---- -- I ----._---_. —.—.—( Cly J Lj 11 TYP ,CEO I .J 2 f-- I I F6o d I I $Gp r"� pPOP � _ q V .� r ;I I PC 2 L-'� 56.1 (5)PLPO j 561 �8 '{1-/-/3�-\--- I -----r --- ,--�0__�_ I 1 1 �A9E TYPICAL 56.I 1 - --l-- I PM T'(P 6 TY=ICAC \Ob.1/ - 1 1 I O --J I tERRRFtJ: t3J1-SMi R - ----._.-•-- ----.-------.-.-.-_-. G Qf-ID l TO D -.-_ .._ -. r Bb GRIP 3 t0 1 d tID - TO 8 \-/ .r._.—.—. J — ---.---.---- ---------------------- -- — \ — C _ -•-I-- 11�i 1 161-a1' I 4(3)TYPICAL D�4 I� DATE: SEPTEMBER 2004 _ I TO? OF PTO EL 1, �, I GRIDYPI0 I I JOB NO.: 0208.00 _ — I . -u'-e" (TYP ` I sella Nt 0 GRID a To Io xm I Cu DRAWN BY: cic �- UNLESS NOTED ` Gp 0G'O CHECKED BY. RAW OTHERWISE) �11 31, m,.�� REVISIONS: _ 2J I l� I I i 8j �1;OS/OS )r-6 _ . _ _ - — —125,-I,� 2a,-8., --2U•II"- _—�--- :© -5 -_ ,� • 5 1 � 3 4 y S T � O 70 � FILE S31-03320 LOWER FLOOR FOUNDATION FLAN Q IYIEaTI e � � 1 LOWER FLOOR FOUNDATION PLAN (WEST) S3 - 1W LEGIBILI[TY STRIP -- -_� 9 P i0 iI i1 i.i i0 n :B :G 20 2I 22 23 2. 25 2H e , 2.p iy 30 y230 I I I IdWWUlL4twhII�JL11LWraWUULJIW I I n Ird'; 1f '1 ••5 A 4, I --ti i FOOTING SCHEDULE Po, SIZE REINFORCING 1 2 ^ �, ,U - O I l,1`l I'-b' WIDE x 12" DEEP 2) 15 CONTINUOuB FCtICKENED B AT 50TTOM T I I I I i 6 2.0 2N®DE g 2A DEEP (3)5 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM ONINJOuB CONTINUOUS FOOTING AT BOTTOM -- 11` n I I!}� 4'-0" WIDE x I'-b" DEEF (5)03 CONTINUOUS i ( I FC4.0 CONTINUOUS FOOTING AT BOTTOM -b" WIDE x I'-b" DEEP (5) 45 LONGITUDIN4- FC75 1 I I CONTINUOUS FOOTING TOP 1 BOT• i"1 .�„ 5 TRANS. ATB C.0 I I I - BOT. 1 16'' O.G. TOP cl --•r- _ 1 T a - r- I r-4U 4'-0 ' r. 4'-m" x 1'-6 5 • 2' O.C. E4C� 1 C�5 11 .O. . 1'-4" I I CONCRETE FOOTING -- WAY AT BOTTOto I _ _ +fit 1 I I 4'-C ' x 8 -O" x 12" 15)01 LONGITUDINA6- 1 y61 O F4.8 �.ONGRETE FOOTING TOP 4 BOT. _ 1 _ - 1 .-' J g • 12" O.G. TRANS. Y G p°� �,o r ,1 r-�--"" 0- cl 1 1! r- I OP Bot. - O 6 - - ---- - - - - TO r 1 1 1 ( I I I 4'-C , x Ib -D" x 12 (5) •'1 LONGITUDiNA� _+ -n J ._ 1 X15 1. 1 1 .S SIM. CF4,td CONCRETE FOOTING TOP 4 BOT. 1 -T.0 1 1� I •5 • 12" O.C. TRANS. � 1 1 1 I I I I TOP a BOT, I- BF(B x,y4 4'-0" x 44'-0" x 2'-m" (5) 01 LONGITUDINAL ------- - -- - - --------------- -- -------------- 4 �.. T T. I 1 r'• I ---- �ONGRETE FOOTING OP BO r 1 1 F. , 1 I 1 I I I "g • 12" O.G. TRANS. T _ - oP . BOT. Tom' ` „Nn.� 1 , 61 1_ 56' 1 ► L� e, 5,-0" x 5,-0„ x I'-b" S • 12" O.C. EACH+� JI OM C I i I F5.0To1POO �CRE� _l X TI�„ 5 • 12TOGTEAC-+t3 I I ) Tp 10 ------------ I1E CONCRETE FOOTING UAY AT BOTTOM ` - -- BFTc8� �FZC-s� -- --- 03 •.� I 1. Ai 1 1 - '� / --''_-r - -�.� ^. ^^^-� �_-�__ - � I F8n96 -0" x 9 -0 xTIN AY IAT BOTTOM 1 - ' - REE 00 NG--� 1 1 ( I _ \" ------- r 1 b -OC x 18'-0' x 2'-0' (5) F1 LONGITUDINA1 2.0 1 1 1. �'+ I pot Fc1s FC1.s I FallsFC4.0I I 1 1 1 II �./ �0 F4.0CONGP,ETE FOOTING TOP ®OT. 4 (TYP) � 1 ++ $ y 3 FC2.5 1" F�fl { OP t BOT. TRANS. 56.1 ' 1 Q1`I-G'F wAY + + 'vim Op - •"T • i C. E,�.CN „ SL lIl G- ►1 + B RAG IWoa • 91/2 ��R AT TO NU3 11 + .��- + - +•�• LI i 81.1 FRAME -�i FRAME 5 I r J L__,/ F8 0 B C�C RE E�GCT NG .G ? -------------- 1 OVSR IED GYa!! vOLEYB.: L I \ / �J - - - - - - - - - -'L�� I w� (0 J4 aNEORO _ �- 1 1 1 11 Cd 1 I 4 Boll R ■ 0''0 + -1 1 1 I I L I SLEEVE I L - ! FIND FL - 1 11 , 1 SEE ARCHITECTURAL I ' 2 i SEE ARCS~ I I COLUMN SCHEDULE 1 PLANS FOR SLAB I I `8 i t 96.1 J (N GALLERY • DINTS R7 I _.._---------------T------ - -•---------�-------------------- - - -- - - ------ - MARK SRE I� + 1 I --I• --- _ 1 r - 1 � 1! is - 1 I 1 �� ' ` 11 FG 11 '1 1 1 II I I t I �c2-s ED251 1 +1+ 1 11 2 111 TAF' ■ 1 I I I I j - - ---- r '+ 1 ! g6� 1 tl 6 1 4 t I C2 •+55 6 x d x Ii4 d -- -r-r E •,_q� I , L.•tr^ � l ! X1,5 rfo l 1 - .. '- ' � I O SSS 4 x 4 x 1/4 ' S6-3 Cd - I 1 k 1 I � 1 � 11 � - _� I------ _ • I � 1 1 I I i I I I I �� 1 t . 1 1 I c 1 V'-2- r -! I! _ L'"- 1 ?fir�. 1 1 I I I 2 r.J L_� a "ss 8 x 8 x 3/8_ - - ---------------- 1 I a ! I 1p FT - �_ O ws5 5 X 5 x 1 L. 1 1 f_- 9E plc°+-1� I I 2 A I I I I - - � OF. 1 1 1 (t ` t 2 I 56.1 i VCL EY54-_ G I 86.1 j C;8 -»55 6 . 4 x 3/8 m'-13„ ! � .�! I I f LcEVE Sr j ti 1 j 1 1 e T.OF-' ` ( 1 2s j SEE s,RCH, I ✓ I i - 2 .3'-4- 1 z I I STEEL DECK SCHEDULE T.O.F. • I i i2" x 20oa 5 =G1 _:�: /ERGO COMPOSITE MTL. -1'-4" -f L_-1 DECK (OR EQ'.,AL) WHERE INDICATED ON PLANS. �~ I i 1,1 N 1 F50 13 ! -------- -----------L---- �''� w� C4) LAY PERPENDICULAR TO FRAMING AND ATTACH - ------- I - -- - - - - I - - --- -• b O r_ E+F(H-7) '~ BF(H-8) - - \`�/- t0 TRANSVERSE FRAMING W/ (1) I!2"0 PUDDLE H -- - - -� - - 1 l WELDS PER 36" WIDE SI-►EEt AND TO 4 1/1" TOTAL DEPTH �_--r 1 1 1 /off gh3 I 48" X81 -M^ LONGITUDINAL FRAMING W/ Irl"o PJDDLE J -- CONCRETE W/ O IT pFTG �� I�C. !! L� r ------- r ---------------J I + I F I wELvB AT 12" OC. •4 • 30" O.C. EACH 1 1.OF. ' r _I 1 E. I »8' 48.. d8., 48 i oG- L-;--J 5EE Al > 1-rj -a' T,OF• I i C 5�c-CE:, 4x44 cF.�Cc� _ I I MIN.METAL DECK SECTION PROPERTIES: I WAY W/ 1' CLR AT TOP' T.�BIG 1c � ✓ --- 4 OVER COMPCSITE FLOOR 4 J -m �+ -- el R-;rE `F- = S' I 1 '_ O OF80 + 0216 IN DECK PER SCHECULE ! 0 ° `�fO ' ! :51 I GII3 PUDDLE IDL �J 1 1 �" b 3 I U- - I SIDE LAP: S. ©235 IN PUDDLE 11 Sr,; I BUTTON PUNCW S- ■ OZ48 IN t 2 3 9At Is, O.C. SUPPORT SIM 1 I 56.I i 1 12MG.' , Ed 7 FT . 38 KSI WELDS E 7 3 13 b 3 5 1 1 -- 2 T =5©m LL 861 "> x ° --- 36.1 - -- -� 9 24 - _ ! / i 4$1j r ✓a I .J r - -- - I L 5©L'1KLL•.J0 I 3 - S63 56J 563 S63 - 56. 86.1 a 1 1 �1 I YP j ----- - - L - -- - - - - - 3 L ` J I I TYP A' OPr1G'S gb 3 1 yro 3LGS 5'-8' C.G. WELD PATTERN FOR I _ � 21 -- _ 562 _4:x'5 • 5'-0.' O.C. 23 AT GRID K Two 4" 56 X �x Ix 10x15 • `- �J B C 862 ` ti Shy 0 0 0 3 - �� Q.1 - - -I I 14 SE- - - - - COMPOSITE METAL FLOOR DE�`__ 1 3 . -4 56: 3 � �� 3.. l^ -- - - r-- - - - -- ---- - 6 - - --- - --- -- - ---•- - - �- - - -- -- - - -- - - - - - -- -- --- - - - . 56 2 S6� S6: .c �F MANUFACTURER TO PRO'✓IDE ALL ASSEMBLY _ _ _ _ _ _ _ _ 36: COMPONENTS INCLUDING CLOSURES, EDGE FORMS` _ _®_- _®_- EQ- -EQ-�`-�58 �. 56: 56: 56.2 c-, mX22 CON' 1®x22 'T" W 10CGti"---•---. _-_- - - IuX ANC RELATED TRIM PRODUCTS FROM � 1 T t.o�1__ �e �gb2 r 2al.H �, I - '%-- - dam' 24LN m 1 It1 TL•900 `5 C) GALv'V ZED STEEL 'O CG'�'ALETE !'ORMDEGK d, a O I LL.bm , `� Is L.b� gb` Lu gi 24_K - f� '_•300 i - -- FLOOR DECK 4 2 2 Shl 24:.1-! :6 m_ �t J O . 35 D 124Lµ 23 -'�, �dpt Im 23 L ■50 O O __='5sD 21 23 4 563 562 562 x`11 L 0 1- 54.! -� I 1 1/2" x 18 GA VERCO 4.665 (OR EQUAL)METAL DECK. YF I EQ 38 iD d x 4 x ,/a_ _- LL'6� W - W d I d »' PRIl ACCOUSTICAL TYPE PERFORATED DECK ul 1 2 g1;2 24^N 6� y6g / 1 �L_ __- 2D Z 1 :»K / 8 -..F, - W _ - . � ��- WHERE INDICATED PER ARCH. 3 SPAN MINIMUM x �..7, 2' 36" WIDE CONT. SHEET LAY PERP. TO FRAMING g ��so ' L.L. T'�P - 56 Q M ` 25 5 9 - E _ ( O O - 5 PER 36" WIDE SWEETS AN 5 I 4 0 2 I TL g 35 _ _ 4 S62 56 8 S6: p`2) 56: O�NGS 1`1 w 3 W - DIAD PUDDLE WELDS TRANSVERSE FRAMING�/ !'1) 1D Q 562 g � i5 O d - -.--- - -- - - - - - MING W/ Irl DIA PUDC�E � -_-_---.---.-- _ =� T - - w to \ - tC LONGITUDINAL FRA I - `"�) y62 I �Y U ul i _ - _ WELDS AT 16" D.C. r11 - -,r•-- a 4 ?`f P O I / I� TL•480 K. •3Q`0 , TL a 4w tl`.L■3m0 a -- FLOOR cE -K I MIN. METAL DECK SECTION PROPERTIES --LLIS IESUCK -[)-u ---------- T l P S6 y r r' 2 9 _ g6 2 - .- r l E _ °vb: IMM - 4.''302 IN o W111 - ,r g41 (3 .p +-55 6 x 6 x 3.'8 I" $• SIDE LAP: 3 (1) 1/2 ASSOCIATES E I `3 V ,� - -r`�! l 0 w " ('1 _ - - 1 1/2" TOP- S. ■ 0332 IN PUDDLE ' o �' `;w AM WELD WELDS EACH ARCHITECTS P.C. (Y I TYP A• u1 �� =i a p SE S. " 4:335 N -_ - 1 OpENI1�g Q 9� ems•' a5 �` `�IGAL AT 18" O.G. p. . SUPPOR' -- S �I 1230 SW First Ave. 1300 I 1 n, � N � � 1 D 9 38 KSI t�+ I U�11 d11 " , ry M M1- - - d- - ' Portland. Orepon 97204 O °.�2 + • \ °; - I X $6: '�J ■ 0Lu 1 Ph, :803' 223-8(683 i N .�.I g , / r -� / _ • O Sr t=ax: (5031 26-t•-0827 U w 866 ,I�-- 3 -0" - A J 4 1!1" TOTAL DEPT�;� �'� T-rP N �- r- '� EAGµ g63 �. 9 a - - - H- - EACH 56: O 6 g gCQ9 WELD 111%TTERN g I CO►4CRETE I J 4 r 1 Ip@ 56.5 EA. Iv EAC•. / L " NOTE -1 - - - - - ------- 30' 0.C. a J " g 0 s 1 SIDE � ------- - - -- •4 • EAGN 5w 2 1 xl ENG _ " SIDE ' ^' • -�! SEE DETAIL 16686.9 FOR ALL DECK PENETRATIONS S I ,fi WAY W/ I" GLR AT TOP -- J �• �� 1 / 1 -� NOT DETAILED. i OVER COMPOSITE FLOOR r 3 W 1 t -- ROOF DECK • -1_ _ - O i Rl DECK Ep PAOF DECK PER SCHEDULE "1 1 W gx21 / NS5 14 x d � 2 II 26 _ _�'" _ 17 Q�xv/f u, 5X21 �-�- - -� W ex- , _ FLOOR KEYNOTES Y �/ y�- - - - -- -- - - ------- __ W yJ S,c2 6 - 11 2 -I}^- - .__..- -- -�'- - - - -- - - - -- -- - i , / 13 / I - 26 PARtIAL� G GSC ?P _I - - - 13 6 56: t� TrcOu,EG MAS�'�G` o AS E t 662 1 RID 2 1 O 56.2 I T LIQC1 - -- - - - -- -- - FUEL WEIGHT J T•(p b - EXPIRES: 12-31-Z s I I \ TO tsRID I I I In- / W �i „�,lu., x ' - 0 � ll) 5 VERt • 16" O.G. At G OF WALL �- -- -- -- - - - - - - - - 1 I 1 I 6 M1 tl- 2 (4) 3 IN (2) CELLS EACH JAMB 2 Q RECESSED SLAB- SEE J ( TYP GRID 8I O ARCHITECTURAL CRAIL'INGS DATE: SEPTEMBER 2004 i I i i TO GRID IV ' I -- AND DETAIL 8/66.1 _ ' DRB.WN BY: 0208C.E0 I ut tll I t AREA OF LANDING NOTED IS PAR' N f I I I lY I Iy I I a I tj OF BIDDER DESIGNED STAIRS - (� f I o � � � CHECKED 8Y: RAW u I� � i �I u -- ----- � REVISIONS: I i WITH EXPANSION JOINT MATERIAL BLOCKOUT WALL AROUND COLU?l F 1 1 i I I I 01/05/05 ` I I I I I I 8 5EE ARCHITECTURAL PLANS S CPE SLAB TO DRAIN -- FILE: 332-03320 1 2 3 ( 4 ) 5 6 7 8� g b - -- 10 MECH PENETRATION- SEE MECH C� _ MIN 8" COWN FROM MTL DECK, AS CLOSE TO CEILING AS POSSIBLE WALL MOUNTED SPORTS EQUIPMENT MANN FLOOR FOUNDATION AND SO BY OTHERS. VERIFY LOADS ON 0 FLOOR FRAMON PLAN STRUCTURE 8 COORDINATE WITH i ( (WteTI i L G I4'r GAGE °RAMING DESIGN. In >? MAIN FLOOR FOUNDATION AND FLOOR FRAMING PLAN (WEST) 02M wALKIRMIL TOY"*r�� S302W LEGIBILITY STRIP ^ •n ;,,.0-,,m 3 a 5 8 � a Ip I 12 13 ,4 ,g i7 ,a :a � =I c. n c8 28 27 2E� 29 30� i, 1 01 iS HOW ■yl ' I I I � 111 I �1 1 ' `• i w.• '�.. L"�'�'"• .. '� *iii ...' k. .. .. - .. , Y' ��yll r I �r +'l.I Y 2.-.Y• ,;why. 4 �k 15.. y. N. f 1 I., FOOTING SCHEDULE A SQE REINFORCWG � , 10 tt 1� 13 14 15 16 17 18 I FC1.5 I -b" E i CEFF (2) "15- CONTINUOUS O THICKENED SLAB AT HO OM 2'-0" WIDE x 12" DEEP (3, S CONTINUOUS all�1y1 I �1y1 I��y� I I I I I I X20 CONTINUOUS FOOTING - AT BOTTOM FC26 WIDE r 12 DEEP (3) 5 CONTINUOUS U 1 h 11 1 l� i i CONTINUOUS FOOTING AT BOTTOM -9 n I ii i i I I I I 4 -0" WIDE x I'-6" DEEP (5) '15 CONTINUOUS FC4'0 GON1INUUUB FnOTING At BOTTOM I I I I I I I 7 -6 WIDE x I'-6" DEEP (5)5 LONGITUDINAL I ■ I i i I I I I I I Fc7,6 CONTINUOUS FOOTING 5 PRANS.TAT 8" O.0 � r ; (l`, BOT, 1 16" O.G. TOP D4O -©" x 4 -0 x t-b' S 11" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM 4 -0 x W-0 x 12 (5) 4'1 LONGITUDINAL Fixe CONCRETE FOOTING TOP 1 BOT. 5 w 12" O.G. TRANS. TOP 1 BOT. I I F4tcte 4'-0" x i6'-0" x 12" (5) 41 LONGITUDINAL ( 1 i I I I I I I I I CONCRETE FOOTING TOP 1 BOT. i TOP !1 SOT. TRANS. U I- BF(8=10) ---L-- _- --- - �_ -- BF(B 12)--- -m' x 44'-0" x 2'-m" (5) 81 LONGITUDINAL ------ *- r RFTE FOOTING TD 1 BOT. - - - - - - - ----- �- - -- --- - - - - -� _ - - - -- - - - - -.-._ - - - - - -._.-- 1- - - - - 8 4x144 ~OHC i G P ------r �---- ----1 IJ I 6 I 6 I 5 ■ 12" O.G. TRANS. r ( FC15 I I I I S6 I 56 I TOP 1 SOT. a. I 4216 C4xM16) I I �BRAGE BD A I I 1 11 • I TCF-` I b I 16 I ! F5.0 5 -0 x 5'-0 ' x 1'-6" 5 . 12" O.C. EACH w r _�'_4 CONCRETE FOOTING WAY AT L060TTOM FRA"^E I FRAME S'J I 2 3 u v It,; ( C1 1 I Cl Sco3 M.O I Fd.O S63 C,'1 { 6 -0 x -6" 5 + 12" O.G. EACH ;4� II I I I ct o _ Q \1V 1 i I S 4.1 56.1 O ►- 1 N' (� r 0.- r- - FC;1.3 �- -�2.5 2 5Fd'0 CONCRETE FOOTING WAY A'r BOTTOM CG --L- - . ......-- ---U- t---- - - --- - - •-- - -- - - 6 x 9-0" x I' • 12O.C. EACH I -J f. ---- ----1 - -=-� i FO CONCRETE FOOTING WAY AT !BOTTOM I I 3 e L FC15 L 6 -m" x 18'-sa" x 2'-m" l5) '1 LONGITUDINAL56.1 i F40 O 568 r Slo ~ r- ( I CONCRETE FOOTING TOP 1 BOT. LU i I I I i t _OF . I 11 I i i 4g ■ 12" O.C. T/�,..N5 I -3 -a SEE ARC+, FOR i SIM l3) 12 I 2.5 I 1 I 2.5 I I 25 I TOP 1 SOT. i r I I C FC20 I COt'1PRESSER PIT PLACES 561 I I I 1 I - - -- I I I II �I I �- �^' -J L ----- - ---- - "-C .TI 01 s O.0 EACH I I L J L_ J I 1 -� x e'-0 2'-&" ..� L-, F4x8 , I F4x8 r '� �' - - - - - - - - --- - D F8 0 Cti RE TF NG BOTTOM L\ /J I I L \ J TEP FTG �` ( SEE 1/56.1 I T.OF. • -I'-4"1 12 I FC2S 28 t i I 298 i I I T.O.F = i (TYP UN.O.) 91 .1 i I I COLUMN SCHEDULE Sb I I I i I 4" BLAB-ON-GRADE W! � � !!!SARK SIZE � II L 4 q _ N_ I / I I =� 04 • 32" O.G. EACH WAY 5L B O GRADE li I ILu 04 c 32" O.C. EACH WAY I I I I W/ 1 1/2" CLR AT TOP, 11 ® I W/ 1 1/2" CLR -;T TOP, OVER 6" OF 3!4" MINUS I - - _ w I ( OVER b" CF 3/4" 1'1fINUS I I t I i I I I I I X55 6 x 6 x 3:8 COMPACTED CRUSHED I COMPACTED CRUSHED I I I _ ROCK.FIN FLR• 0'-0" rTYP) 4 i I I I i FCLS �"' C2 •»SS b 56.1 ROCK. FIN FLR■ 0'-C" (TYP) I ` 1 I I � I I RECESS WHERE NOTED I I RECESS WHERE NOTED 1 I I \ i i -�---•-f---1- 6 1 I I I. I q I�gS 4 x 4 1,c i I I e 561 I I _, -- 2 r J _ 2 r_ , o I 56.1 I Fe.o Cj. - ca X55 e x 8 x 3/8 i / I OF48 Foxe I f - - - cn - r L, _j I I I x . x 114 Ct 1 I -»SS 5 5 .V 28 I I 2915 i I _ I Typ 56' ( - i 56.1 JCINT 56.1 i I i I ( I I I C6) +55 6 x 4 x 3/8 b y I I 2.5 25 2 -r-.1 p STEEL DECK SCHEDULE i I 4� i i II I I 86.1 I I. 1 Fa.o O i CFM-6.0 c46.-I'-4" r1 LI i I DECK lOR EG,.-_- "'� . WHERE INDICATED ON PLANS. �' I TO TRAN�SVENRSE FRAMING W/ (1) 1AR TO �R"o PUDDLEAND R _ -- - - - - - _ -..- - -- - ---- - - - - - - - - - - - -- - - - -- - -- ----- -- ------ - - - - -- - -- - - - -}- CJ• _ I }- H 9 P " WI 9H ET AND TO - - ----, ,r --7 r--- --,r---- ( I LONGITUDINAL FRAMING W/ 1/Z"° PUDDLE 6 I I \ 5 ii 5, L_ _ TYP I I I I 11 I I C L _-J I I I 4 1/2" TOTAL 'IEPTLI WELDS AT 12" O.G. III!$�.1 f l I I 1 1 I I I ! I L- --J b I I 13 I I I I I I 6 I I I ( I CONCRETE W! I MIN.METAL DECK SECTION PRO RTIES: II II II 561 II 19 C4 I F8.0 l i 56.1 i i 86.1 I I i i T'I'P I I Sb l I I of } I ! ! 44 s 30 O.C. EACH 1r+nv 4 56.8 O' O II I I I II I I ('"I WAY W/ 1 CLR AT TOP (1) 1/2"0 0216 IN I I I I OVER COMPOSITE FLOOR I WELDS EACH II II I I II I SIDS LAP: S. 0235 IN PUDDLE 9 4 13 TYP l 3) i i i i I I l4 _ I I i SUTTON PUNCH S. _ 56.1 5',3 I I I I TYP II - I I It 9 6 ( I I 1 i i DECK PER SCHEDULE- ..T 18" O.G. 0248 IN SUPPORT-7 -7 F� = 38 KSI 1 x5.61 � PLACES I II II S6. 56.! I I I c I / __ I I I I I I I I - I I _ __ 86.1 863 b $;o.l __ 6 T`P 'S 6 SIM 13 3 I I r---- - -� Opp !i i ii ii 7YP �, I ----- - - - - - II 1I 3 I I I I I SF•1 I I I t I I I I S63 S63 563 563 56? 563 563 863 L- - -__ I I I I _ _ - -I L_r -J L-- '1 J -�L _ - -- __/ -_ - ---- - - - - t a ` W 10x15 a g�81. O.G. \ / - j 3'-0" >r �- ccl) liJ ' xt c _ 1O 1 I s, _ I .VELD PATTERN FOR --- - 0 5 5 8 Or TYP 13 I I 01 ©! 01 el �I I 0 1 I© 5 --------___.- 5162 3 S62 56' 5 - --- - -- - 3 - --- I - _I 1` n' 863 ANUFACTURER TO SIPROvIDE L` SSEf G}C x FLOOR D S62 562 TYP l4) 24 24 25 Sb2 56. 862 22 25 2 22 562 () x ----'---------� '^ I r'LACEB� S62 EQ 4-EQ 562 EQ EQ EQ T 862 56.2 S61 S62 l i i ,I / _ L AN RELATED TRIM PRODUCTS ROTI BL` 10x22 CONT 7� � W 10x_2 � W 10x22 � � 10x22 'SON W 10x22 CONT / 1 w �`,2� -1 �/ V COMPONENTS INCLUDING CLOSURES EDGE FORMS -�s♦ - 'T■ - - ■ - T �- / �/ / O 3ALv�ZED STEEL TC CO"tPLETE FORMDECK - - d 2 d d - - --T _ - - _�< _ _ _ d 1 -- - - - - --- -- w � - - - _ _ - w -�F / - -- - 562 _'X I _ 24K SP W x I I X 24< 5P�- - Q 4 C d, - - - 24K- 4 FLOOR DECK 4K P - ap ap / TL 300 / TL=300 / L=3 / 13 r 23 I I d TTP d d3 IS - W LL.150 _yL='50 w L-='- 11 d 562 S63 Sloes II W ./2" x 18 GA VERCC SSB lOR EQUAL)META;- DECK 24K "'Ptu w w ( I -- - 562 862 d X -d x 1 d - w ,�( w ao w - 24K PROVIDE AGCOUS?ICAC YPE PERFORATED DECK -- 24K SP - ) T - Sb 3 BELOW WHERE INDICATED PER ARCH. 3 SPAN MINIMUM x ,4 TYP AT 18 9 PLCS /\ d 4 3 YP C 4 9 d T-,-P AT 18 / c nP 2 TYP l3) 8 5 h 5 <2� I , ut 1 662 w L1 �, 2 ` ALIGN JOIE' PLACE °�2 56.8 dJ ShB Y - 36" WIDE CONT. SHEET LAY PERP. TO FRAMING -�` WITH WALL 5 A+ND ATTACH TO TRANS'✓ERSE FRAMING W/ 11? I/2 �, (3 w d _ g6; DIA. PUDDLE WELDS PER 36" WIDE SHEETS AND Y -_ 'k - / . _ I NA RA"•I NG ,J/ 1/2 DIA PUDDLE -24 K I 24 K 4 K - - !� 24 K Ds AT'e O.GF I - S1��C ` - MIN.METAL DECK SECTION PROPERTIES: =�� j'Y� !O ! LL■300 _ - _ �:�4 80 / LL•300 21 F TL■480 / LL•300 21 TL•480 / L}rS6 ,0_ _w "A. y /� 867 !�"+t 2 �� oo��oo�';� f�c � 54.1 _ - _ �T SIDE LAP: Ir,IN 0302 IN 11) 1/2"0 +o�o��J ?a, LS /■ lJW I I/." TDP- S. 0332 IN PUDDLE ARCHITECTS P.C. r f r $ I U W \ U W �p -1-r r I 0. SEAM WELD S. . 0335 IN WELDS EACH i4..r_- I AT 18" O.G. SUPPORT - �- • 311 KSI / yh�" 0(� Sh2 t� I I 1 0 II I f 1230 SW First Ava., 1300 - mY - --' 3 - �' - 3I / 562 S DEEACH BRACE E �/�� Portleno, Oregon 67204 h - - I in I ■ 11 N J FRAME 51! I �>,.: :403: 223-8683 r! 56" • Jt- _ • =i- - 56.2 d d ld �- -• -j- - - i 3'-0' - -- ; EACH 1 l2W Ulu l)W �4 1/2" TOTAL DEPTH Y I s Fax ;3031 264-0827 1 'oY Y p _ .- 0 0 SIDE n 3 ry EACH 9 �r \ 1; 1 aCONCRETE O.0/EACH1 00 n ROOF LD C7A'tTERN ►- I _ I 0 0 Ol „- _ ,n - -- - - - - - 51`E DETAIL 16;86.9 FOR ALS I -- ■-' - 4 S6.2 1 0 11 J I NOT DETAILED. 11 SDE 1 �,, o' `li 962 "' ;L4Y W% I" CLR A'r' TOP ' F~ i vb.2 -J J J 11 0 I O�(ER CCMF'09iTL FLR t- _ DECK PENETRATIONS Q RO >~ ►- • - - . - - -. 111«--- I m, E P Q I V u�� DECK. PER SCHEDULE �, n Q ROOF DECK c'��;I y f F,j'J►/ .2 IZ W ■ -' • • 11 '-- ♦ SIM W W 8x21 / W 8x21 / / Tal I i / W 8x21"\ / 562 I - - ---- E.c. qp. v / - - - -�- - - -- - - _ - --- - - - - - _ -C° FLOOR KEYNOTES QPM 0 26 � ` 13 16 g12 I3 � 26 26 1 !. -Q. GOLASE562 362 562 I 562 S62 362 56.2PARTIAL LI' GROUTED MASONR' - FULL HEIGHT � IP 1 1 56� �� I:XI'111F.C: 12-11- 4 c W 8x«I j I TYP -RID IQ; / W 8x21 -1'� __W 8x11 - W 8x21 / ___W 8x21 ------ - - - - - -- - -- -- -- - - 1 R lU 5 vERT ■ I6" O.C. AT 4 OF WAL r 2 I ,It qPFR�I \•- (4) 45 IN (2) CELLS EACH JAMS,5H2 �tTYD 12 I I I I I I �� ARGHIRECESSED TECTURALBDSEE RAWING9 m DATE: SEPTEMBER 2004 I I TO GRID 16 I I I JOB NO.: 0208.00 {{ AREA OFLANDING 1 NOTED 15 PART , U I IU I I < --- DRAWN BY: CEC IV,U i U U i U I I I I OF F3!DDER DESIGNED STAIRS w w t BLOCKOUT WALL AROUND COLUMN CHECKED BY: Raw a)I(n ' I - REVISIONS• `�I`R I I 5 WITH EXPANSION JOINT MATERIAL �- 01/06/05 ti 4ii7e7f I I I ! 6 SLOPE BLAB 70 DRAIN � -- - --- SEE ARCHITECTURAL PLANS-u a - _ 0 10 11 12 C� 14 15 16 6 17 �� MECH PENETRATION- SEE MEC►4 - FILE S32-03320 <7 MIN 8" DOWN FROM M L DECK, AS \/ CLOSE TO CEILi MAIN FLOOR NG AS POSSIBLE WALL MOUNTED SPORTS EQUIPMENT I FOUNDATION AND BY' OTHERS. VERIFY LOADS ON O FLOOR FIRMS PLAN o STRUCTURE GHTGAGEIFRAr"I GINATE DES!C-h'TI� (EAST) MAIN FLOOR FOUNDATION AND FLOOR FRAMING FLAN (EAST) lCl i 0,1-m WYLLKFFMILONETONOVNIE.INC S3v2E 2 I 10 1 ! 12 13 I4 Ig 1 7 1 ,q I '1 �'2 �. .- ... IVmm.I�m 3 3 d � 13 O 2 2� 23 2.1 23 28 27 29 29 31J... r7 ,II��1 1 1 M!. '. I �. ', �I NONI yyy • 1 ,a. 01 b � + ITI,.I y � r 't Y� MKN!IIKRP•'�MF�„b .y+vw.�svyy+f•'^__.-__ 2. 4 ^a ,f ) i 1 ,o 4 ' , STEEL DECK SCHEQULE I I/2" x 2Qc� B FORMLOK ✓ERGO COMP05iTE ^ '_ 1 2 3 4 5 b DECK (OR EQUAL) WHERE NOICATED ON PLANS. `g IO LAY PERPENDICULAR TO FRAMING AND ATTACH TO TRANSVERSE FRAMING W/ (1) 1/2"0 PUDDLE I I WELDS PER 36 WIDE SHEET ANTO D LONGITUDINAL FRAMING W/ 1/2"0 P60DLE ' 1 ( I !I y _.I P _ I I 1 WELDS AT 12" O.C. Q Ul I +� MIN. METAL DECK SECTION PROPERTIES: I l F ►- �1� IMIN • 0.216 ;N (1i I/2"• 1 I 1 56� 56 V V I WI� SIDE LAP: S. • 0.235 IN' PUDDLE BU TON PUNCH 5- = 048 IN WEDS E-.--•. AT '8' O.C. 3U7`POR' �) BEAM TO BEAM I f, � ? F. = 38 K5 1 I I I 1' ROOF 662 0 TO DE5!Ca_ Nr_�R- 564 I CONN. SEE 2 V 1 Ebb - 1ZT 1 frR ( / yF yE W I t � 3 BEAM TO COL �wI ! I I 1 (3R,✓J �a .a1aG/ 1 - 1 3 �' CONN. 8EE 11 --3'-0 ----- f ■ Q b 1 5 56 I WELD PATTERN FOR 1 I ( 56 4 / 66-' 'd,SC / i COMPOSITE METAL FLOOR JFK 2 PARTIAL CANOPY PLAN I I MANUFACTURER TO PROVIDE ALL ASSEMBLY .3yy 5 -0 I COt"!PONENTS INCLUDING CLOSURES EDGE FJFz^5 © I I Q 1 I i AND RELATED TRIM PRODUCTS FROM 35�► -0 O.C' N ) 54._✓!NIZED STEEL TO COMPLETE FOR=" EGK / 7�. y 14 K 1 1 . 53 ,`� ��IR G5 I 1 1 W 14x11 --- .2 00: M N t"!Ui"1 .. 2J 3© 5p.d5' f �I BE�pw °�_ .1 TL■3 0 LL I H 1x38 TO I .QIOR �il� WALL - '1�?" t 1 '� �\ ■300 L 3 2m .4�T) 565 S:;w SF.S g r I I/2" x 18 GA VERGO NSB (OR EQUAL) METAL DE..K - - --- -- --- - _ -- ------ ! C 10x153 / PROVIDE ACCOUSTIGAL TYPE PERFORATED DECK 20 «,6 x 4 j''6 LEDGER � I - -- � � INDICATED PER. ARCH. 3 SPAN MINIMUM x 230 EO f! / - L --_ -. -_ 36''WIDE CONT. SHEET LAT' PERP. TO FRAMING - LL K a5' ° 1 ; - T,�. 3� D EO. 56" `. __ _ _i._ _.�+55 '4 x 6 x 1/a DIA. PUDDLE WELDS PER 36� WIDE SWEETS f AND 300 `� 5G B AND ATTACH TO TRANSVERSE FRAMING w/S AND �' ' ;TL• O a5 � � TO LONG'UD NAL FRA NG IL =!A A 1 «-155 '4 x 4 x 3/16 1 ti 19 5 ppp / -rs23© EQ` / �i4C �1-J--�r- _ -�1„--J I- -- _ 1.155 14 x 4 x I/4 I _ -�-J - _1 -- - / � WELDS AT 18" O.C. 56 p I 2E' K G•A.5) 1 � 0 1 g IT \ ` I 1! �- � (TYPICAL) E =30 c I I, I 1 d I I i I / M.N. METAL DECK SECTION PROPERTIES ! I8 TV=3� 66A -C K►�'G►Ac--'�J � - gb: �a 56' S6P I II I I ii I i I I I I SIDE LAP: ImN ■ 0302 I'` 11J I/2"• 565 _`=:3O -- ' S6d I! 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SEE x LL■200 % EQ■6) -- - - I I O 56:0 E cD iA (�12x1•t b 2 -- I4 (� �'/O 2 C F-G l 1 I I iii I I N W x22 2 EO,aS �� _ 11 _ 'I I I BEAM TO BEAM CONNECT;.( - ' 1 =tram .`>EE /� - ----- --- - I 50 :"a bX2f0 5 11---- I - - -M. - CONT 6x15- GOVT WT 6x15 O 2 - e /O 2m'� EG=4' } ybs 11 I 1 = - Q I 561 1 56.4 ap v 564 �T /A ii>J 350 .'�=2P'm I :3 POINT LOAD ON JOIST - :�''� © EC,Sa.S 3 III AT EAGN TUBE: FRAMING AROUND ROOF OPEN$45 W 14x22 off- Q.Aa 2m ��_.3" 5��`=•© --I I I _ 1 -- III r ul DL• -2300 I I I `� I =200 E -641 ( �' \ ILL -155 ! I \/ ,c 9 ° 2m K A.5> - v GRID i -. I WIND= •1850 IC p=A5) I1 ( ABC✓E O SEISMIC JOINT -T ROOF W 14x� l 1 E _-- -- @ b TYP. GR�5 iE A WEST OF GRID 1 FROM GRIDS A TO R 1 - ,35© ' LL.200 --I I 565 , TO !0 3E GRID �� IIS EQ. _ i A A uN'O ,� ) JG15T GRIDS 4 I + I _ BELOW �E_�. _ I SEISMIC JOINT AT ROOF E4ST OF 3RID 12 G I g 1 Ili / EQ'a5 o WAL`' P Sb0 ( SE5 TYP. GRIDS Sb. 5_^�E, e^' O 00 NOT ATTACW JOIST BRIDGNG TO EAST Q____ -- - ^56.4 , o �a0 11 2 ,MpG�1D tL'35D L.2� / 6b 2m T='� R✓G_ I -a 1 TO 10 _ .c -YF 1 51 . / L a K 11 1 ^ _ I I I SIDE OF MASONRY WALL 10 H� -- ------ CsR ` / ! fo � >r4 H --- - - BF(H-7} LLL 8,� -:11 ✓E I BF(H 8, 8x.� 1 .x_5 _B^✓E c IL ,4x22 56 / g ° .200 1 _ - - _ ._ ` In l K F o 1 / �^, L I' x» x»E ~c_.�'r a,.:0 aF v_ ALL J015T SPACING DESIGNATED 1 11 LL•�m0 ! EQ■Aw) / �a K �) T�:35 111 11 .., /\ I I I 3} I I � O ON PLANS SHALL BE IEASURED u 8 1111 (TL'950 0 2D 0 EQ•A- XT i -_I�4� �I I �� _x'� B _I-- START LAYOUT ALONG THE PLANE OF QooF - �ICIO LD 11 T':.=35© "SFO1 2r('i '� •2G p, 111- - - �\.• 8-0 8 -0` 50E - SbL AT RIDGE LIVE INSTALL W 8x10 BELOW ALL _ _ - _ - - _ - - - - RTU UNIT CURBS, CONNECT ENDS Idx22 IIIQ.A. 'x --1 I I , R' i I RTU-.3 STM 11 T =350 LL=200 / E 6J1 K > rj1M. 6\56$ I 9 z ti''- 6,8 '0 b I W'= 5,6�G I I vT- 2.50G6- 25 24 12 @ 13 L 2m Ep.AS la ' _ J L G I �`A / I 7 I 7 11 I I� 7 56.4 56.4 566 564 1 16 LL•200 ee3,,,,4f. 5(�b _ _ - 1 1---- ( - �a� f - .6 1 1 b (-, L..s 0 _ - " I ` , + I I_ I- - 1_i I _ !- 1 -1 - - --I- - I I - I ly -IANGING .iPORTS EQUIPMENT 4174CW W :4xF2/ w 4x26 /1 I = - .6 9 - I TO JOIST PER MANUFACTURERS _ - -- - -- - - - - - - - _ - _ - -- � - - - -- - - - - - - - - - -- 1 1- W 4x22 RIDGE s • y m I II -- --- -__w 6x35 s g _0 OC. O REGOMI"'L�NDATIONS. COORDINATE LOADS � - - - - - ` b EQ EG - EQ Q- 12 12 K ^) ,n 1 - - Z r / 56 56B ap I g68 1 5 ABOVE C�� /.� - WITW JJIST MANUFACTURER 74 4714 1" 20 EG= • x 20 kms' x- 56' I 566 Ao0 rE �x 56.4 vKI I Sbb I W !4x_' 1 5(?0 L1-=2©m E!0 r�yb 1�'' /TL•j59 `'��2�� 0 ( .3 �sg 00 gbb 111 �)x_ ONT. G uJ8xt0 ELEVATOR -�C13T ISJAY BEAM. ATTACH E(,, l 16 v N TGN SEG 15 BE-C- I; E'E_C. c: W 14x22 ABOVE TO WALL pct ATTACW TO COLUMN �K - - -, -- _ - -- -- -- ,- '8x35 BELOW' 0- --- -- -_- - --- I � � � � 9 �l _ _-�. -�-` � y - - - - - •- - - - - - - - -� �I � 96B � SISI 56.9 I 56 . I I se L� 13 566 _ e, --- - 4x" A / / / _ - - 1 e JW I x2270 NJ WI '4x26 / �- = -- 1 - 1(1Z1 B "0 L=100 ' FQ'd5 K ) 11 I 1 22 23 I LI I / �.r9CVE V - �/ 12 G 12x2D.1 COIL DOOR SUP ORT. 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LL■200 EQ■4.5 / '-=350 % LL■20D % EQ■43' \:J -�--- - - - --- - -- --'� -- 1y ?D AI'` r m 20 K gF'b �,o/ 2m EQ•A5 \ 14 x 4 x 3/16 25 • � ,2E'0 2"' �ILSS TYP. JOIST11'a�� C I 10 m 9 WWALL 2 20 K Q■45) 3 (TL:350 �L /'_ ! 10x i 566 56 a c BEAM EQ PROff 1 31-- 966 0 O ! E �1 K , / x^2 2 / 56 4 ap ��.2D W1 56a II (L�K�,� 2�K .CK W 14x22 1t1-=35 73 20 G'45 4 1 i TL•35C % LL•20© EQ•4 / lTL■350 ; LL ; EQ•4.51 (TI. 350 L =:CC EQ 0 r E ` LL■20 1 x 56a A � W 4x22 5f°f° 2-K 5>x / 1 X b 2 4 A __ --- -- - - - !� 8 / 3 - 2E K 568 �' �_ x tc;(tM1 `Q 1 K - \ W 14x22 20 K - A - -- - --- / I E gb. --- - - / ( L■350 / LL■200 ! EQ■13) _=350 -' LL=200 EG='3' (TL'350 r � 1 -� 3 1rP 564 jYP GRIC.'S' ✓ w55 14 4 x 3116 / / GCC 160 AS E• J I15014x4x3116 $ I SIM. .4 18 5 I Ig F:XI'IRF:S: 12-,1-yMb i 19A -- - -- - --- 96.4 565 / W 14;x,12 / W I©x22 / W 'Ex:2 / W `4:x•. `, �--- _-- _- --_ - - --�- - -- 966 - - -- - ---- - ----_- 86.5 - 1 - - ---- - - - --- - - - --- - -- - -- - ---- - --� --- -- --- - ---- - _..__-- - _ - 56.4 -- - Sbb - - - SF�.5 -� 6 I 1 DATE. SEPTEMBER 2004 ' I T�F' GRIDS CPP 4 8 Tp Ie I u JOB NO.. 020e.00 DRAWN BY: Clic 1 1 I I o g CHECKED 8Y: RA REVISIONS: 01/05/05 I Y 6 2 \J � 5 , -� CT1 ( P•I g 10 � FILE 533-03320 �J U .J n 7= r- ROOF FRAMING PLAN (WEST) .' c F r 3 ! 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""Mop ..... ..... a '{t •.Nlt 41^+MM 00 , aa. { P { 4 1 3- 1 STEEL DECK SCHEDULE • 1 1/2 ' .9 200e =f 6k-CK /ERGO COMPOSITE MTL. DECK :OR Ew �_ -•-ERE IND+CATED ON PLANS. 10 11 12 13 14 15 16 17 ig LAY PERPE\:; --R TO FRAMING AND ATTACi- TO TRANS/ERSE FRAMING w/ (1) 1/2 ,# PUDDLE WELZ)6 PER 36 uJiDE SHEET AND TO LONGITUDINAL FRAMING W/ 1/2"0 PUDDLE ' alU I uia WELDS AT 12" O.C. « , I ` a I i I I I I MIN. METAL DECK SECTION PROPERTIES: t: U'U I U I I ' ( Im. 0216 INI/2"• � SIDE LAP: S. 0235 IN, PUDDLE BUTTON PUNC- 5. 0;48 IN WELDS E• - �` AT I$ OC. -7 SUPAORT 1 F, • 38 K51 I 3'-0 r GO!"'POSITE METAL FFLOOR DECK j I •M4.NUFACTUR£R TO PROVIDE AL- .:55EMBL` i I C:OMPONENT9 INCLUDING C'.OSuREB EDGE FC RMS *C CC -E-E �CRMDEGK AND RELATED TRIM PRO--S-5 FROM GALVINIZED STEEL T 1 WOR DECK " W4- , I 0' 12 FLOOR - 9 START OF JOISTI 365 / 56b 5G-9 .560 ' I LAYOUT - ylc4I ' 11/2" x :8 G4. ,/ERCC -55 :OR E(2-4�)METAL DECK 1" J I T PROVIDE ACCOUSTICAL -vPE a r DECK 1 --�. - �- - --- - - --- - -- - --t- -t --- - -------�-- - - - --- - -- -----------�----- B TED PER 4.RC E5PAN MINIMUM x ..�.� WHERE INDICA o I 36" WIDE CONT. 644EET LAY PERP. TO FRAMING AND ATTACH TO TRANSVERSE FRAMING W/ (1) 1/2' DIA. PUDDLE WELDS PER 36 WIDE SWEET$ AND TO LONGITUDINAL FRAMING �/ 1/2 ' DIA PUDDLE WELDS AT 18' O.G. 56 5 MIN. META` DECK SECTION PROPERTIES / ---- 20 K • 8'-m'- O.C. b$ 56 So 5l0 5 `� / .-.�.�j .l r •1 n 3 6 _ 1 t I SAGE SAP: 1i•,•• 0302 IN (1) 1/2' o i TL•35tD,-L•2;1 - - - -- - -- --- -- -- ,/ - 1 1/2" TOP- 5• ■ 0332 INS PUDDLE ° _ 8/35 / 1 i CONT WT 6x15 I I / 1 - '8x35 /° - '8x35 /Q- �'xo8 ' i : x68 / _-- _ --------_-- -_-_-__ , SEAM WELD . IN - - - - --- - -- - - - - -- ----- - -- - -- - - -- - `J S AC- S. 0335 WELDS E I I 7 F- • 38 KS, SUPPORT/ 1 r 10 - - _ _0 O.G. 6 ROOF -E-D PATTI:B�y I - --- - ---- - ` - - --- 6x 5 - - -- - - - -- :_ - - - - - -- - - - -- --- -------O SEE ETAIL !6/56.9 FOR AL1_ DECK PENETR4.- - ':C - ' 295 �� 3 ROOF DECK I - 4' 1I 5G5 ✓-+95 ° x 3 x '!4 ui -. i II '� I CU'q:GGER9 TYP �_ _ I x' f l GR,;5 e.1 I o N I I I�vI 56.5 Qo;F 3 II 9 I 1 I w I 56.5 ccOOF b II TYr- - ��m- <,> I Y ROOF KEYNOTES l., x w \ I `� s ' SKYLIGHT PR/--tip E I I u 'I 10 � � \ ry I • I O ..Gt \ I 565 I I I _I-i I �1) _�_I I s BEAM TO BEAM CONNECT C`. Wd= I �" :8G ti < 1 ' 1 -- ----- ---- - ----- F SEE -. - -T� S 2 = POINT LOAD ON C,57 I `� �� 6 230' 0 �\ I "^' DECK AND At EACH TUBE: `J1O' S65 DL• - • 56.- II , - S65 8 ..'T .GAME\T _ 8 r 1 �- i FRAMING RO-1,C RCGP CPE\NGS _ :E •C s LL■ -155 aD � I locq SG--E"..LE 6 ,� WIND= •'85• / I 1 3 t �� \ O SEE :: 350- , - 1 f' S { t 1 I 1 - EG. ---�'I�----E.� - 1 -'2001 ,_ T - J t xl� , Sbb � =3 565 BC 1E 565 :.fECvE 565 TYP. GRIDS 6) III I j �: ,nl "' I SEISMIC JOINT AT ROOF 10 TO12c ( I - 4; • - I -� u,l� OO JEST OF GRID 1 FROM GRIDS A TO R BELOW I 2d • 8'-0 CC. 8 C 350/L_=22 - -� ' x' _ - \. EG _.i B 56.5 GR DS - 1--43` 5/LL ----- tj I 8 36 - SE;9MIC JOINT AT ROOF EAST CF GR C C= S6 S nAE.- M EYP, o TO '` 00 NOT ATTaGI�+ JOIST BRIDGING TC =�' ABC/c 1' 8x35 AeCVE� '8x35 ABC I ,J 18x35 IBJ/E SID OF MASONRY WALL LC. - ,. +'8x35 B �,� / . x L '� 18 a5. BELOI. E Stile -15c,/E I I I I ALL JOIST SPACING DESIGNATED BTAMI LAMAJI - 5 r- 1 I O ON PLANS SHALL BE MEASURED AT FIDC=LFE » ALONG THE PLANE C= ROOF =� a-5 L � -- 5' -^ 8 -C - I \5-.: ., 8x'0 BELOW ALL q-d 2,SCD b I R7' 6,8.'G io `I' _, TYP.GRID - _ - ' CONNECT ENDS , � 25 A;� I I I V I I 7 I I I � I Bc Q 12 TO 11 v ��% ' I 56.2 TC w. , U a - 1 lI` '-» -44 56 8x40 c 8x»6 5x»6 I RE I Ex»6 x35 ! I RANGING SPORTS EQUIPMENT ATTACK --- � - 1 ' _ - SEa TO JOIST PER MANUFACTURERS I _^-- 18x • g_0 ! I I Ea EG EQ EQ - RECOMMENDATIONS. COORDINATE LCADS n _--- "'' I ;6 ••C 6 WITW JOIST M43Vl�ACTJRER I K22 ABC✓E <6> 23 I -rt-- - L------- I I i I I 10 x x : -- -- - -- •c35 3ELOiL '" YP. S6E 5 -tl of -tl `6» W19x12 ELEVATCc -C'ST iliA` BEAM. ATT AG«- I 14(3) P 5 1 I I - -- Sb d I -I I - I -r --__ --i-`` • 8'-0' I _ - - - - - - - -� O TC W.:LL PER _ .��*�C_ *O COLUMN 1 1 1 13 e / W x22 A � C/E 14x22 .. ° 1 w x26 �> >=__- _ -- - r- -�_=-_- _=___ z=- 1� Y: T� r. 11,1 alp 3 (4Q 5Q 6 8 9 QG� 12 13 15 Q16 QFOR BEAM SIZE /r-FOR BEAM 51ZE BEAM I (� -FOR BEAf� SIZE AND CONNECTION AND CONNECTION SEE PLAN JTYP) / ANG CONNECTION S€E ARGN —�_-�-- — _—_ _ 8EE ARCH _ — — _ — — i SEE PLAN (TYP) � FEE AI AN (TYP) I I I - � � I I (� - 5EE. ARCH / _ I IIII I I IIII I I IIII IIII I -- - - - -- —. -- - -- __ II I I IIII IIII I - f I IIII i I II ! I III! I I - III IIII 56.1 $6-1 ! IIII I I IIII I I IIII IIII � I III IIII I I ,T IIII 7 IIII I I IIII 7 I I O IIII 7 � �/'` I _ . O �3 IIII I ! � , I I 2 - J7_7---- `�__ ___ _ ___�_ IIII I lltl- I I II 1111 I I I ! I I �i� IIII I I IIII I I `, IIII V� III IIII �',, I Q IIII I I IIII \ I I II I III I 2 III i I I I �. �., 1 II i i I I I ! II I I n. ------- --- ---_ - - _ �3 --.�- -- - T II I III IIII I /' IIII I I IIII I I ,/ I I 1 1 1 1 II I IIII IIII I 11 -- - - - -- — - - -- - 1 -- -- 11 z6 III r 56.1 7 -�� '�- 7 7 7 I I 1 -__ ! I 2 E SIM IIII IIl ll_ ______J_ ___L__ � I II I I II LL_IJ11 _ ____ ___LL_IJ IIII IIII I i � IIII I I IIII � I I I I I III I I IIII00 IIII lI _ _III! I I \ IIII -�---IUII t I I I _ _ _- 1 I I I I�------ Ii11 I I I I `' I I I I --i-t--1-t -- -t-r--1 - tt I I I 11 3a�k - 4 I Q I I I 4 - 3 �k----- �4 SEE ARCH It IIII ,i<SEE_ARCH_ --- i I I —_ SEE ARC" I I _ — —_ 711 —T�_ — 4� , — -__ , —_ I _- Jill] 11111 - - - A MASONRY WALL ELEVATION- SECTOR A GRID L- LOOKING NORTH B MASONRY WALL ELEVATION- SECTOR 8 GRID L -LOOKING NORTH C MASONRY WALL ELEVATION-- SECTOR D GRID L -LOOKING NORTH 54.1 J 3 4 5 6 ! 8 9 10 12 13 15 16 1 I L1J QFOR BEAM SIZE AND CONNECTION FOR BEAM 51ZE I FOR BEAM 51ZE �) SEE PLAN (TYP) Q AND CONNECTION AND CONNECTION C) �J SEE ARCH --- ---- Ir SEE .:RCN_ � SEE PLAN (TYP) I SEE ARCH_ SEE PLAN (TYP) \,\ Q III �-�•I I I I Q I I I III I III I I �i I IT- I � I III I 1 I ( III III I III III III III III I I III I I - 1 III I I 1 1 1 I I III � I � u^� III II � . 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III �f I I 1 7 III I I I I I 7 .20 III III � I �'/ --- I 1--- -1u-----------1-1-1--1-1 -------Lry---'- �T1-----------U1-`✓---I �� Q \� s6z u � I I I III -- Z I I I-I -- -1�- I 1 1 I-=-------- -71 -- lil I Q ! r--- ---------r-- rt- -------- --� 1 I r rt -I r -m I �2 3 4 I SEE ARCH i \\ 5Ec ARC" I SEE ARCH I I III ----.—_ I I I III I I 1 I III I_ D MASONRY WALL ELEVATION- SECTOR A GRID N- LOOKING NORTH E MASONRY WALL ELEVATION -SECTOR 8 GRID M -LOOKING NORTH F MASONRY WALL ELEVATION- SECTOR D GRID M -LOOKING NORTH 54,1 8 = MASONRY NOTES MASONRY KEY NOTES • SEE STRUCTURAL NOTES 5HEET 51.0 FOR TYPICAL Ol (2)5 PER CELL FOR (3) CELLS —` REIN-FORCING REQUIREMENTS NOT NOTED ON ELEvATION5. O2 (2)04 CONTINUOUS IN BOND BEAM • SEE ARCHITECTURAL DRAWINGS FDR ALL BLOCK COURSING. O (2) 5 VERTICALS a 16" O.C. • ALL WALLS TO BE FULLY GROUTED UNLESS NOTED O4 0) 5 VERTICAL a 16" O.0 OTHERWISE ON PLANS. • SEE PLAN ANG STRUCTURAL NOTES FOR WALLS NOT O (6) 45 DOWELS FROM PILASTER -10 WALL ELEVATED. O (2) 5 VERT'S a 16" O.G. (1)04 HORIZ a 24'' O.C. • COORDINATE MECHANICAL AND PLUMBING PENETRATIONS W1 STD HOOK AT EACH END W!TH ARCHITECTURAL AND MECHANICAL DRAWINGS. �7 MECHANICAL PENETRATION SHOWN FOR REFERENCE ONLY. COORDINATE ALL PENETRATIONS W/ ARCHITECTURAL AND MECHANICAL DRAWINGS AND ADD REBAR PER 5TRUCTURAL NOTES. Li it r ASSOCUA`1TES, g ARCHITECTS P.C. 1230 8W First Ave., 0300 g Portland, Oregon 87204 Ph.: 1603: 223-8693 n Pax: (503) 29 -0827 C r yQEp PAO,f. o (: !� Ir m S E.P 9 I DATE: SEPTEMBER 2004 JOB NO.: — 0208.00 DRAWN BY: CEC CHECKED BY: _ RAW_ REVISIONS: - 01/06/06 c. — F pU d K o FILE, 3�'1-03320 sA 4 � w ` INTERIOR MASONRY r j � WALL ELEVA'.:ONS I � I IL•12-A JY,I MFR flit�'1PF Tr7,rl11NIF INf. S401 , ARwMn.ly.,h.�.;,...,.. ,. .-., ralM�,.+rwwar,.�:++n+N+.r..:.,�,-,.�b�rwnA;+Wb+��+4w_v�+ ,cR7S�.�M1�Pu•�'` - .. ,.. ..www a�.�als.mrcr.,,;.�.- ,a•,�1,U. .. , MT ..ranl IIan,;1111:11.. IIu 11111111, ;i , »...' �" ;,M• . . ., � r_�ore�Ilnr STIt CM;d i �. 1 I T , I I 1 12 3 l l H B 1® 2C ._1 -2 2 111.1;1 1,11{ iIl'Ililll!II I'II1I'u I 7I ei oI yap" C .I cu 3 24 25 2r3 27 G P9 ,q-w�+lpr• a4r t LI i 1 OIlit ild I NON( • 1 T u4 - 1• r �,t J '�! t ''`r'. . ��•�r.x+rtlrm'jp'. . %w...^en'-*�••.« .-...,.. ....,._ ._ tial i' ,r t t• I n,. t x yl 1 HOLD FIRST BAR MASONRI WALL i i £';', r, 2"! FROM JOINT - " ---I'8 RAG U5 GRI , , —4" MASONRY VENEER RI - , I AT 81M - �-- POUR BLOC:KChJT C r PER 4RCHPLAN 1 ' AFTER COLUMN 4.' 3-4 x I;2 KEY w/ h^TL. STUD WALL it COL 1 ,•OOTING -FACE OF COL SEE PLAN FOR Al d iv _----BE'/EL TOP / 13CT B" OTHERS- E+' I COURSING i i IS ERECTED - BE NOT TO I �' FOR INFO NOT -_ EXCEED !' N 12 MASONRY VENEER WR'A'P COL WITH PREMOLDED I 1 (2) •4 CONTINUOUS 4 COL 1 FOOTING � NOTED SEE , , 4 1 EXPANSION MATERIAL I ' I 2 , I AT FLOOR LINE, W/ (4) 3/4''# ANCHOR • •� CONT - I I SEE ARCH I I I I R 3/4" x 12" x I'-@" -_ _-- � sh.l 8TL COLUMN I P SEE PLAN .r MIN SLOPE -E' I CONCRETE SL.:B \ I I I I qpp (2)AC x 6'-IB„ , , EXPANSION JOINT 11)•4 COI',T I I I IG I I I/4 I I a 2" O,C, i i MATERIAL TYP. GAP SLAB ON MTL DECK I I/2" -- - ON GIDE I I _4 , .� x 1/4 CONT-� r 2" BEARING (TYP) CONCRETE SLAP TYPI BOLTS ? 0-3 W/ DBL • TOP OF KEY ISI FILL W/ JOINT FILLER/ I BLAB EA. SIDE ;p , ON GRADE b" b" SEALANT _ ° ( 3/4" !SASE It x WHERE OCCURS I SL/1B ON GRADE - ° II I i NON R NK GROUT ................I"— .P {2" x 1Z" W/ l4J 3/4"0 M , I i ------- Ir ----- ° -4a - -- - ----------- 1i4�— COLD JOINT –1/e" WIDE x !" DEEP rt�—� • – a I A.B. x ––– –-- - I _ --- --- - - -—— - a- • d- I I I ---- ----- SAW-CUT WITH AN t ° I I •' 44 EARL`' CUT, SAW AS - - a 4 ° - - m-3 --- ---- -- 3/4"0 BOLTS • 48" O.C. II LJ U SOON AS CONCRETE 1=�- ° I�m� -`) u ( ON 9" x 9" PATTERN i i 11/ ' SHORT SLOTTED HOLES II ° zz '> DOWELS W/ STD SETS �- a • d • - u I I Q i HOOK AT EACH IN BEAM FLANGE PER RISC ° - ° ° 4 ° �- 4 ' VERTICAL BAR , .4 I' I i I/2"! Nb. GROUT I a 1 T.I I— / -- - EXTEND EVERY THIRD 1 LOCATE L ' OF WALL r - 4 FCR SINGLE 'VERT., ° ° ° BAR THRU JO NT 4 v �-' LOCATE AT 2 5/8" O.G -- BEAM PER P._AN _ —-- y „4 y °4 4 ° 4 WHERE (2) 'VERT BARS ° d ° ° T1Tm -- ----BASE 1"�ATERIAL SEE FOR FOOTING SIZE 1 T.__/ 4 ° •4 WITHIN 3" OF PLAN AND/OR SPECS. DBL. NU 4 • OCCUR IN ONE CELL JOINT EACH SIDE REINF. SEE SCHEDULE ° ° U ° ` -- I ,4+}, _ ___ ,1,,,,� � U 2" LFOR FOOTING SIZE 1 ET WJOINT EE . IN ORCING, - --- - _ --_ " ° FOR FTG. SIZE AN;: R C REINFORCING SEE Q CLR 1 SCHEDULE FOR FOOTING SIZE AND I I SCHEDULE 1 CONSTRUCTION JOINTS 2 g REINFORCING SEE scHEDULE 4 Ea �-- EO- 5 SEISMIC JOINT AT FLOOR 6 S6.1 _ c 56.1 • ! -a" S6. _ ! © S6.1S6.1 • ! -@" ��, 56.1 8" MASONRY- REINF -_ PER STRUGT NOTES-- - -E ' STUD WALL WALL FER - -- (2) 05 IN BOND 51" -- WHERE � MASONRY WALL ! VENEER WHERE SEE PLAN 2-0 OCCURS PER ARCH ice— 5 x K 3'-6" Q I METAL STUD WALL • EA.FTC _ I I 3EE o 'q J rSLAB-ON-GRACE •4 • 3'-@" O.G. a --5 DOWEL AT EACH I I IN PLACE D A "� BAR •4 EACH MAT I gEE PLAN -�3 -1O WALL VERT. EMBED l2) 5 GOA.' i i Sb.l M,y$ONRY AT SIM ONLY- n-1 - 3 -@" INTO CONG WALL �(2) CONT (AT CONC BEAM, i i 12" MASONRY WITH 1"---- LAP 3 -6" PROVIDE 15" EMBED .4 • 12" O.C. I 1 (2) 5 VERTS • 32" O.G. d •. ° G° ° a w U / SLAB ON DECK WITH STD HOOK) EACH WAS i i (2) 5 D HORIZ • 48" O.C. . -� ° " 4 ° --r'e U SEE PLAN 1 \ � � � ° ...... 5 DOWEL W/ STHOOK Al �� ° ,�. ,, • c-y- lIIVY __ q \ °• - v( VER TYPICAL FOOTING A EA. BRA'R Q REINFORCIN2-4G SIQ PER PLAN --iEXP JOINT MATE 6 u 3 1-11Xi �.• �- •4 x �I TYPICAL ml� �� I ° TOP OF NOTING ='t - - -L4 x 4 x I/4 BTWN t3M'S '�` _cc • 12 C. Q = cn 6" CLR 2-�� 1J, 3/4"o EXPANSION "'I lU 0 cA j ° •4 x ANCHORS • 24" O.G. y`a W 1. a (2)'5 CONT. ul MATCH TYPICAL W/ 6 3/4 MIN EMBED p "d ° o ° SPACING FOR (NFC NC- ti0'EG '! - -- U f ,� R FOOTING PER SCHE; ` Q ., 4 �': •,�� ''.e• in `-l2? '5 GOVT. SEE q • . ALL AROUND ► � _ v:;:•., :. •• .;':,:,a••;•..•.. � -- RETE WALL --- -- - GONG 5e - -_ --. " SEE PL N I 03 TIES • 8' CC -(5) wl CONT 12 S6. I•. , I'-@" 56.1 _ ! _o„ 56. 3/4" = I'-@" 56.1 3;4 = I'-@" 56.1 = 41/2" 11/2" 41/2" 51/2" 51/2" 41/2" 911 - C ) 4 o 11/2" STUD WA - xEGAP WIDTH (6) 3/4"t, THREADED _ (4) 3/4 o THREADE, (6)3/4 01THREAIDE01/2" 9.. 1 1 I/2"- 633 x (THREAD D (2) 5 VERT'S C fP 3/4' x 12' x I'-9' W/ � 3/4' x 12' x I'-2' W/ �E 3/4" '' x I'-9 I I I C D LL FULL HT AT EACH SIDE I I I I I I I I I - ED ' SEE ARCH COLUMN ■ RODS W/ DBL NUT$ - RODS W/ DBL NUTS - RODS W/ DBL NUTS-� RODS L, DBL NUTS - -VENEERIQ 3/4" x 12" x I'-@" W/ . Q► l I 1/4" x 4" x 0'-4 ' -- Q - 1/4" x 4" x 0'-4' I 1/4" x 4" x @'-4" • � •�' r SEE ARCH '-� STIFFENER FE / II I �► STIFFENER IE STIFFENER IE (2) 3/4"o D THREAED EACH S!GE -� l __ _ _ EACH SIDE EACH SIDE _ D) O SLAB ON DECK RODS W/ DBL NUTS - I '", _ U • • i 5EE PLA!. 3E;T A-A C C �/ C 3/16 CI 3/ib ii EXTERIOR SLAB (NO SLAB AT SIM) 5116 3/16 _ - \, 5EE ARC-4 �� / ) 5116 - 5116 - / S/Ib 5/16 IQ 3/8" x ro x o AT 4'-0" O.G. W/ 7 P /16T ' 31I 1 I I 3/6I I ' 3/16 '2 HEADED STUDS SECTION 5--5 AT Q B I B3/4" GUSSET IE \, {\ I I I 3/4" GUSSET IE OR INFO NOT NOTEDI SLAB '� \ \ I SLAB I I SLAt3 SLAB \ I I SEE I I I I —� I I - I I SEE P 5/I6 56.1 0 Q I I -SLAB. SEE PLAN SEE PLAN-1 .-•\ I 1 � SEE PLAN \ I I SEE PLAN 5 �, �''\ I ! /Ibbbrr — J I I I I I I 0 3/4 GUSSET 'Q \ I I r " a \ II I I I I2 A 1 1/2"t NGROUT I I2" N.S.GUT 3116 ;;, , II iI " I N.O.GROUT CONCRETE RETAINING TMP 3/I61/2"t N.S. GROT TYP 1/2"t N.S. GROUT x I WALL PER PLAN _ W/ DBL NUT TYP 3/16 (MASONRY RETAINING - WALL AT SIM.) (2? •5 COWELS 1E 3/8" x 3" x @'-3" IQ 3/8" x 3" x @'-3"- e 3/8" x 3" x 0'-3" IS 3/8" x 3 ' x @'-3' W/ STD NOOK `� W/ DBL NUT W/ DBL NUT W'/ DBL NUT TYF. _ 13 14 15 16 17 16 DBL NUT TYP. \� , 6. S6. 3/4 .�„ S6. 3/4" . i'-0' S6. 3;4 • 1'-@" S6.1 3 4 56.1 0 1 I/2",, 4 I 11'x" 2 !n" 9 r1� •3 TIES • 8" O.C. 11/2" _ R 3/4" x 12" x I -I@" W/ FULL HT 12 Yo `/ERT I!? 3/4" x 12" x I'-@"-- �� I I I C (6) 314"o THREADEC I I C Q --•4 HORIZ. AT X48" O.C. �- •2 CROSS TIES AT 8' 02 CROSS TIES AT 5" C. % ALT LEG DIRECTION O.C. W/ (4) 3/4"0 THREADED - RODS W DBL NUTS - (10, •6 VER 8 % ALT LEG DIREL'TION RODS W/ DBL NUTS -_- -. 1/4" x 4" x 0'-4" (2)45 FULL HT ;2 45 /ERT FULL HT 2" xG STIFFENER fE CLR J EACH SIDE D _ , ---------------- - -- ---- S • 8 O.C. WALL CONTINUES - "2 TIES • 8" C.G. TOV41T •3 TIES ABOVE J _ �- r- AT S.M. CONDITION TO 4'-D" ABOVE IES IN 3/16FULL HT • 5116 -I 5/16 C � • 1� '7'1 L (HORIZ. BARS DOOR HEAD COOK #-4E 'D ';� �— ---------------- ----------- 1 ARE GONTINU01I / TYPICAL WALL ELLIS ESclmoC k ' I 3/16 21 •5 FULL HT. • • • + _ REINFORCING - ASSOCIATES ti I SLAB \ II" I I I WALL CONTINUES ABOVE - -- -_ - , - - - O EG 11 SEE FLAN \. 2 1/2" 1 I / AND BELOW OPENING ---- -- - 2 5/8" 2 5/8" ,to ARCHITECTS P.C. (U 04 HORIZ_.-� • EXTEND HORIZ. WALL SEE PLAN • - - 1 • • SLAB P—� �;P \\ \ I i 5/16 AT 48" O.G. REBAR THROUGH PILASTER TYP. I I' • r FDR WALL - --- -- -- --- - `-� O EO 1230 9W First Ave., 4300 R SEE LAN i , �\ \ i I 2.. � h� I I � I I _ U -' U • • o• I 3 -a Portland, Oregon 97204 GSR 2'-8 P'•-: 503: 223-0083 3/4" GUSSET IE w A VERIFY VERIFY Fax 1603} 264-0827 s I I �--1 1/2"t N.S. GROUT � l \ 1 I 1 1/2"t N.S. GROUT - - 2 (8) 5 VERT. FU.__ �' 11@) 5 VERT FULL HT µi i k.� \ - CLR CLR Ep PRUf R 3/8" x 3" x V-3' yD TyPWi DBL N �� •�f UT _ IQ 3/8" x 3" x Pi'-3" 5�/'• E'R. /� D t , I I ' / 19 `� 2A #• #'---'� W/ DBL NL R 23 24 I� ?� _ 3/4' 1'-0' 3/4' I'-@" S'6. 1 1'-@' 6. O t�.�►� (2)5 VERT •3 T1E5 s 8" O.C. I `'U Q LC�ASS QPO •4 HORIZ. AT 48" O.C. WALL CONTINUES ABOVE USE CFEN-ENDED MT (: ' - / r VERT TBARSURA PER AND BELOW OPENING-�I -- •3 TIES s 8 C.G L g'UG WALL ry EXPIRP:S; 12-JI-t�oc STRUCTURAL NOTES i i //-USE BLOCK 1 (g) �, VERT � Z. 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'' 0' 6•- 1' -m 6, 1„ 1'-m' 6 1 1'-m' 6 1 1'-m' 6.5 11/2 = 1 -0 3) 3/4"o A325N BOLTS DBL L6 x 31/2 x 5/16 W/ l� _ A CENTERED IN 3 1/2" C (3) 3/4"o A325N BOLTS L3 x 3 x 1/4 (3) m� L3 x 3 x 1/4 x I'-I" W/ (2) 5/8"v _ 2�' x I'-m" SIDES BENT fe x +•aORIZ SLOTTED HOLES CENTERED IN 3 V� _ -- - - -- - - _ HOER SLOTTED uOLES-- - - I ?� _________ ' BE--EE THREADED RODS. EMBED .�' MIN USE (2) BO 3/16 OIgTS- IN EPDXY SPACE ANr'HORS CONN. AT 1 VERTICALLY r Im" C.G.USE 1/4" x 3" x 3" x I'-1" BENT fP _ - ----_-_ _ °IA V4 / AT $65 _ _--- - - r' BEAM 1 565 FASCIA I ` 3/I6" CAP f£ - -- SEE PLAN 5EE PLAN•J � ROOF DECK- SEE �' PLAN FOR SIZE I/4 3 I/2" RETURN AT TOP � ` �- I/4�— � 1/4 AND ATTACHMENT 1 �1 ---t1L45CNRY WALL CONTRACTOR OPTION r � L8 x 3 I!2 x 5/16 GROUTED SOLID TO SHOP WELD 1/4 - PLAN (4) 3/4"0 x 5" 1/4 II�11 pp (��a fC p pp l3 SIDES I I LDLs ES UOQ r 3/I6 (2) 5/8"o THREADED 3/I6 \ -- Q !/2" BAC! �--- 11 3/4" HEADED STUDS � 1 - - - - RODS EMBED 5" MIN _ I I 'n / HSS 6 x 3 x 1/4 BETWEEN A 8°8 0 0�A`�( F_5 • ) IN EPDXY ---� BEAM _ 3 _ SEE PLAN C _ \ I I JOISTS. INSTALL AS CLOSE A = 1/1" R x BRACE WIDTH TO END WEB AS POSSIBLE ARCHITECTS - _ .• - - + 1/2" x BRACE DEPTH CONN TO COL PE �— I I 1230 SW First Ave., 1300 I - - FOR DECK SUPPORT - • > � � � I I • Imo" 3/lb 2.12 \ � a 1.165 FASCIA -4- _w 1 BETWEEN BEAMS - i i- �S , -. rr t/4 I I \ Port and, Oregon 8720A ' E SEE PLAN �j i I ;t I � I � I 9 I, 5EE _ I I BEAM \\ Pyr.: :503) 223-8693 3/16" END E O i _ I .2 C''c ®� - - -'� BRACES SEE PLAN Fax: , 56.5 1 FASCIA - 3i8" GAP IP x BR.+CE pcR I I COLUMN 3/ib r -) W CTH x REQ'D DEF'Tu I I 503) 204-0827 -- - - - _ t - - SEE PLAN i 5 J I I SEE PLAN MTL STUD WALL_ W/ -__-_, 3/Ib DBL LISS G" x b I I COPE BOTTOM - V4 •�2.171 BYOTHERS HEAD I i • l\ -- x 3/16 ERACE5 I I -MASONRY W4 LL 1 1/4 _ FLANGE AS REQ'D C PROrCJ' 1� l�► 20 (-I 3/4" - SECTION 22-22 JOIST- SEE PLAN j%3 I I/2" I'-m" 21 21A -MASONR`% WALL 22 23 24 / + 6. 1 -�' I' m" 17 15 h' I II I I I a t-_ 'I,�1 1 I BEVEL AT 0. 1/4 1/4 4 ROOF SLOPE $ AS E•PP I I sT'tPBRIDGING TYPE, 4 - - - - -- -- -- !3 ` LOCATIONS, AND C2) 5/8"o EPDXY C BEAM'S (3) 3/4"o A325N BRIDGING AND CROSS TUBE WT 1x'3 x m'-6" W/ F;XPllitr5: 5EE FLAN BOLTS (TYPICAL) /COPE FLANGES 3/Ib - SIDES ALL CONNECTIONS ALL CONNECTIONS ANCHORS • 3" O.G. i ii i SEE/-2A,,\ TOP P BOTTOM ___ �(=) - W/ 5" EMBED- L__- - - - L__ '' _JI 665 n� AS REQUIRED / 3/16 / SIDES BY GIST MANLY. - WT'lxl3 x 1'-V" W/ - BY JOIST MANN. 26 (TYPICAL) (4. 5/8"e EPDXY 11 1/4 I I ,a C - o D ANCHORS • 3" O.C. _ W/ 5" EMBED iR c_—' - � .rte ° 8" x BM DEPTH II j �J - • 4- - i • 3/8'' STIFF SI11?DE - 44I�E3E/R2'E ``_ -- 4T1 -� DATE: SEPTEMBER 2004 E D � STIFFENER I£ JOB NO.: 0208.00 �c�DECK\ FULL HT. - I I \ �\ ,� I• \ 1/4" x 3 1/2" '�_ � DRAWN BY: CEC \\ \ x FULL HT. - •. I �- � 111" i � ��, � -�•--� � 1 —'1r � REV SKONSBY: RAW / BEAM BEAri �� -� - I TYP l3; L �\��- �D 7� 01/05/05 SIDES SLE PI_Ard I f -R 1/4" x 81/2" x LENGTH SEE PLAN / REQUIRED TO EXTEND --- & OVER CROSS 1UBE fE 5/8' x 6 1/2" W/ Y _ • _ % i -r-- (2) 3/4"0 A325N BOLTED FSM TO COL ) 26 I I I/4 I I FILE: S65-03320 � I I CONNECTION PF_R BEAM I 1 I I BOLTS AT 9tp GA JGIST BRIDC+INC TYPE, 10!67 BRIDGsING t�PE. JOIST .101ST I BEAM 1 3 1 SEE PLAN LOCATIONS, AND SEE PLAN ISEE PLAN : V SEE PLAN-� I BEAM g11 SEE PLAN 1 I I I ALL CONNECTIONS SEE PLAN-- ALL CONNECTIONS f I - COLUMN B`1' .I�16` i-1ANUF BY J015T MANUF, i ROOF FRAMING I SEE PLAN I1 1 L I I DETAILS I SEE PLAN -yl I ROOF FLOOR ROOF FLOOR SEE PLC-CLUAN SECTION 26-26 26 27 BRIDGING CONNECTION AT STEEL PEAM 28 BRIUCzING CONNECTION AT MASCNR� i 3 02004 WALKFRi040RFT0n•OIM,F n,. 4 . w ...,.. r•nan.�.wn..w.,.i,......a,"..+Mw.�,W„v,`•Y'ArFuYw'NIAN!n'cWr•s�N+SIdF«2te1'wM'R nw,........ . a LEGIBILITY STRIP Cm a _. - IOmm•,tw 3 4 ® 7 e 0 10 11 12 113 14 G 7 ,P Ig 20 23 4 2E 29 3i F �. ,R. - ,• •�l�M#yf��W��.l�l,� I� 1 ' I i , I I KONI =�1 ��1��. �a.�ll�1�.1�-�J��J��i�,��J��IL��l�1�J•�!�' .I,�!��t�IJ�l�.l. ,{IdJ,l,l T IION T y1s, Ahy II {i !14 d9 1�3 3/4" le W/ i 41 3/4"o S COLUMN � BEAM----- 8EE BLOCKING � COLUMN / BEAM --- `_ ROOF DECK- SEE PLAN le 3/8" x 3 I/2' r-BLOCKING- SEE IP FOR SIZE ATTACHMENT• I x 5" HEADED SCUDS IPJ W/ /8 3/4"0 \ I� 3/Ib 1.11 \ a DECK- SEE PLAN 56.4 A325N BOLTS-- DECK- SEE PLAN-- l EXTEND CONT 56.4 T CUT VERT. LEG OF a G,. FROM L4 x 3 x I/4 - STL BEAM - TO FIRST CRO.$ CF2 BEND GOVT. I!4" IE ANGLE AS RECD :/1" BENT R x 4" `t C gEE PIAN-- -'- C PURLIN INSTALL ON DOWN �.,.:-.,• - --'Ic _ __ _. = -. __ �._ _a _:: � ..,,� - u ZZ / HILL SIDE OF BM �--GROUT SOLID BE..M • • `� q COPE TOP BOTTOI t �� l3) SIDES _ I/4 • R 5/8 f rG (2) (2) L4 x 4 x 1/4 (TYP: II ( 3) SID L) 3/Ib C FOR JOIST CONN I, �-�� -- J SEE �'L.:N - 5/8' 0 ;, BACKCLEAR 3 I/2' E / gEE _ 325N BOLTS W/ (3) 3/4"e A325N li I/2 � TYP' ' � ! _ � _ / AT STD GAGE BOLTS EACH BEAM- I / CLEAR 111 '8 BELOW. / TOP CHORD- EXTEND PLAN Sb.4 GUT TOP OF BEAM /(3) / TO FA MASONRY- / FOR FLAT 5/8" x I In" e�4N _ 0) GE OF: SOLAR b" 3'Ib -\SIDES BEAM .�� 3—� JOIST 1e W/ (2) 3/4"e A325N v P ---- - - - 1-3 x 3 x 1/4 SEE LAN- SEE P' AN / ---- -- - - EE BOLTS AT STD GA-GE./ I C I I • 5'-p" O.G. -'_- STAGGER SIDES / I/4" STIFF Ie _ 1 114 JOIST PER } - BOTTOM BEAM 1 EACH SIDE �(3) PLAN BEAM i 3" 3/16 \SIDES II C SEE PLAN E _ -` _v 6„ 'J - - uD IL' 5/8" x b I/ ' v n I (2) 3/4"o r�25N ��1/4" STIFF R EACH II - /TYP EA. I!4 -- - / V4 `-STL BEAM - - - BOLTS At STD GAGE SIDE OF BEAM II 3/I6 I I/1 ' END 11 �l1'! __ IE 5/6' x b W; (2) 1�( SEE PLAN HSS PER , i i — 3/4"e A325N &OLTS _ 2' PLAN _ I — 1/4 1r �_ (3) I - L 6EAM ice\ �� I/4 MASONRY WALL 61DE0 I I I 1/4T4 I SEE PLAN �" R x 5" W/ (3) 3/4"e I BEAM PER PLAN � i `METAL STUD WALL C / GROUTED SOLID I I�� 1/ - I W/ DEFLECTION L4 x 3 In x 3/8 �/ I x 5" HEADED STUDS_/ I SE COLUMN I COLUMN HEAD BY OTHERS x p'-8" CLL'✓? MASONRY 1 2 3 SEE P�. N ,4 GROUTED SOL I SEE PLAN COLUMN 4 BEAM DECK SUPPORT ANGLE GEGK- SEE PLAN :�s ON TOP' OF BEAM BEAM'S BENT 'Q PER II 1 4 SM 4 WALL SEE PLAN SEE , II 13 Sbb 1/4" STIFFENER 1£ x 3 In" W/ (3)3/4' 0 A325N BOLTS COPE 70P t BOTTOM Sb» vl SEE PLAN I STD COPE - II BACK 3 1/2 TO TOP 4 BOT - _ STD. COPE TOP 4 BOT. 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AT STD GAGE SEE PLAN I i SEG ION SA-8A PAN SE'-' CN ac-EB 3;4' R W/ (b. 1"e 1 1/2 l I In" I In" ' TER BM FROM 1 7WRU-BOLTS. BEND E'EN- "- ROOF DECK- SEE PLAN DECK WELD TO `^ASCNRY LuA.-L FAM ON CORRIDOR PLATE TO f r-ROOF DECK- 5E=- "LAN GROUTED Si-ID— I 151DE OF WALL TYP CORNER AT!TI3 WALL SEE FOR SIZE 4 ATTAGHMEti' EMBED PER PLAN / FOR SIZE 4 ATT 40-41ENT gb» CON' GUT FROM L4 x 3 x 1/4 — 566 �— cc � - E l )� CONT 3/8" x 6 1E W/ CU SEND GOVT. I/4" tQ - Sn 6 5 A706 x ''-6 Bang � — f � • 1 f, a„�-�` ' • !6 O.G. - I 1 , • !2" O.C. ICA CI I/4 BEAM IE 3/8" x 3 1/2" W/ 1/4 TYP In R ----�� BEA" II 14 `� 1 12 (4) 3/4"0 A325N II 1 C SEE PLAN r 666 -�\ � 2•li l2) 5 A'1p6 x 6 -m' PLAN BOLTS (TYPICAL) II I � l2) 1/4" }E'S- IN5TALL. • GJP WELD SPLICES TOP 4 BOTTOM - n • • CENTERED ON BACK IN CONT. 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L-3 x 3 x 1/4 CONT W/ __ "1ASONRY WALL 5/8 0 45.4 • 24" O.C. r DECK SUPPORT' !Q GROUTED SOLID ON TOP JF BEA"'' EMBED 5" MIN. � ROOF DECK AER r----� r----� ' CONT IE ' SEE PLAN � � SEE I FOR SIZE 4 Sbb 1 ' ' i i �b 11/21, 1/4� ATTACHMENT (1)•4 x 3'-m 2 In" MIN CENTER ON EMBED-, JOIST BRG I ' 1 1 MASONRY WALL C r 3nb 1 _ 1�4 I ✓'�� GROUTED SOLID iv 5" 1 T / r-- I , , ROOF DECK- SEE PLAN • _ i FOR SIZE 4 ATTACHMENT BM • -^t 10 i i i U J? MTL STUD WALL ! i `_ � I'-TL STUD WALL 4 i ' _ - N G�LECTION CLIP +ii ROOF ;_C K; SEE PLAN DEFLECTION CLIP Ir---- nF ^ Ir---- - I — v W m ` � � I'---- - :L---- r BY OTHER$— -- - II FOR S ZE 4 ATTACHMENT BY OTHERS BEAM TO BEAM 'I • GONNEGT'C"v I i --- - BEAM I I i SEE C E — JC ST SEE FLAN .0."i. � � — (3) I l-SERI i I 1 � - - I I - SIDES *^ , SFE PLAN I �__ g6; 1230 SW First Ave. 1300 R 3/8" x 3 I/2" W/ i3) /' 1i� l� TYP I SEE P-AN i i �- I ; MASONRY WALL Portland, Crepon 6720• s (4) 3/4"e x 5" 3/'6 3/4"0 4325N BOLTS -� ' i GROUTED SOLID BEAM- SEE PLAN r n.: :603) 223-8685 1 Fax: (t503) 284.-0827 / l -BASER 4 ANGNORg i i I!: 3/8" x 3 In" W/ HEADED STUDS ��,^ SEE ' (3) 3/4"e A325N BOLTS g SPACED • 8" O.G. -WT6x1�,5 x p'-3 In" 8 i i ' C x 8" PATTERN W 1 SEE PLAN IM 1/2" x 11 1 I ' tr--� BM 4 WALL I I , , R In" x II" W/ (4) _ I 3/4"e x 5" HEADED PLAN SECTION I Ib ' I 18 , I STUDS • 8" O.G. HORIZ ` 1 ` � 16 1 Ep PHO/\ t� m 17 I E � I In" 11/2' ark Q ADD L I 11 x I I/2 x I/8 -_ MASONRY WALL 1 G/�7s,` �/ GROUTED SOLID � G�( QP 3!4" IE W/ cb' r'o ANGLE WHERE POINT � - AS E. A325N BOLTS — LOAD I5 GREATER i /�' b THAN 4" FROM JOIST ----/ W1 x 3 x I/4 x CONT i m F:XPtItt:S: 13-.t rAO� W/ 3/4"0 THRU-BOLTSI E 1_ _�� • 24" O.C. 1 � \ � L PANEL POINT --- A / ��JJJ r (4) 5/8"0 THREADED ROOF DECK fe 3/8" x 3 V2" W/ }�---� t1"P DECK TCS �- - I I RODS EMBED 5" SEE PLAN 1�4 V MIN IN EPOxY R" LEDGER TYP I FFOR SIZE i c '1` l4) 3)4"• A325N II ANGLE �� IA" O.C. ANGLE TO r BOLTS (TYPICAL) — II I 3/16 ANGLE Q I T 9„ 8EE PLAN , 3/Ib ✓ ' ATTAGI-+HENT N DATE: SEPTEMBER 2004 p (r \ to-LAN IV. �I i I A YP 3/Ib . , ,, ROOh E SIZECK S4 E r I'. -- `a a ` _ I - DRAWN BY: 020CEC ATTACHMENT _ • --- - - I - --- - ------ — CHECKED BY: RAW L15 x 3 x I/4 (LLV) I I a0 \ REVISIONS: y `� ' • 01/06/05 8'-tD" O.C., ALIGN I I • • \ / BotTa-r FLUTE - �. 3/4' o THREADED ►�o� — • i i • L4 x 3 x 1/4 CCNT _ �__�TT F, I I JOIST'), • 24" O.C.. EMBED \ _ W/ 5/8"o ABS {f —- `• I 5' MIN IN EPDX'r -- -- t o ' CI-'P VERT LEG • 24" O.C. I L3 x 3 x 1/4 i LLV) MASONRY WALL MASONRY WALL " I-ILE: see-03320 r 1 I (EMBED 5" MIN) i -/ JOIST- 3EE PLAN `_ - ` -- s I GROUTiD SOLID____,, GROUTED SOLID BACK 1£ 4 BRC, MASOt TRY WALL SECTION B-B 1 I SECTION A-A 3EAT- SEE T.P ( 1) 3/44 4325N 1 I _WALL GROUT SOLID_— -LEDGE:R, g x — C B I SEE PLAN 56b RU-B 7 1 -BEAM ® I '- --A ANGLES e T' OL b i GARG ED SOLD I In" - SEE PLAN I I L5 x 3x 14SEE SPACING € DETAILS ROCN-' FRAMINO %• TYP 4 JOIST f2 t'21 � 23 Q4423 • .,•,•~, OX"WALKERD4.ONETOP AAlt 'N� S6m6- cm 9iOIIIi2 i3 14 1 LEGO LITY STRIPb e y' • OTm.lcn a 17 IA 19 20 21 22 23 24 25 2E 2" 28 29 30 L�1 1 C)1 � NaNI ilih ��1'J.t�! , 001i PON limomos's .. y i ............... ,1 �F. (N 18 GA BENT 112 al, 010 T EK j SCREWS r 6" O.C. 4' _JOIST ROOF DECK- SEE ROOF DECK- SEE PLAN rBEARING 1,4" STIFF E'S FLAN FOR SIZE FOR 5iZE 1 A"- ,Hl NT --� - EA SIDE OF BM .+NG' ATTACHI"M_NT Ilk - --- ' �, - -�� -� 1 -----�' - ----•�- . ------ .. _.._.--__- a I/4 ' END IE 'TYP)-,� 3/Ib UU 1 4„ BENT FE x CONTINUOUS J i G C C I /BEAM TC TYP EACH 'I 1' L3 x 3 x I/4 CONT 1/4 3 1/4 3 B� le a JOIST 3/Ib T 7 �1 '1 L / _NON-SHRINK GROUT I� JOIST 3-6 1' �3•I, 6 SEE PLAN �- �- BEAM DIAGONAL BRIDGING I 3/I`-�� _ JOIST SEE PLAN II I i I� ' STEEL BEAM BY JOIST MANUF SEE PLAN I I I TYP - fE 1/2" x 8" x 0'-8" SEE PLAN ' BEAM 1/4 - "L� BSLOPED SEATSEE PLAN -- �— I 11 3/4" BRG R x BM I I I WIDTH W/ (4) 3/4"o TYP AT JOIST- SEE PLAN -- l2)5 x 3'-m" 6„ I/a ` a EA BAR MASONRY WALL BEAM II I A325N BOLTS AT GROUTED SOLID SEE PLAN v4 12 STD GAGE (U 3/4"o x 6 I I I MTL STUD BACKING I I I DOODLE COL BY OTHERS HEADED STUD - W I I I SEE PLAN SECTION SECTION 5-5 1 2 3 4 5 U 6.7 I' • 1'-0' 6.7 1 —112 !/,2 x811xI'-I" AT ROOF SLOPE W/ 5EE II SEE �� 3/I6 56.5 I/4 2 6.. 1 Sry 5 lb' •5 x I'-b" A106e CONTINUOUS N BARS a 5" O.G. JOIST GIRDER P1iN i TYP -- I I!` 3/8" x 4" x I'-4"- I/4 3/Ib BY MANUF-- BRIG BEAM AT 9A SG- \ z MIN TYP J 3/16 2 Bl�G 3A6 6 1/4" END IfE (TYP) - \� 3/lb -- �- - _ C GOVT '� - �\ +� R In.. x 1011 x I'-I" W/ r - SE_ \ SEE 1 l6) •5 x I'-6" A�06 Sbb CONT. DRAG --T- - 56? BARS . 5" O.C. _ __ 1 BEAM TO STRUT SEE PLAN 3 :_ ll --+-::�. (3) A1;V!T ONAL ` SEE R / ' I I/4 3 I/4 3 BRi R 03 TIES a 2'' O.C. I I COPE WEB AT w c) I / f�6.4 JOIST TYP Q i \\No WELD i _- NON-SHRINK GROUT i JOIST SEE 1/4 i 9 IE 1/2" x 8" x 0'-8' BEAM, SEE PLAN ' PLAN --_- '3 ?!ES a 2" O.G. i i , L ' WT 1x13 x 0'-8" W/ (2,, 5/8"0 ! i i TYP A' �j i EPDXY ANCHORS a 3" O.C. / 6"�l" � I i• (2) 45 x 3'-0" I/4 a EA PEAR 1 MASONRY PILASTER —J ( 6" MASONRY WAL.L MASONRY WALL ' 1 / WITH 5" EMBED i , BE` OND I SEE PLAN , �, GROUTED SOLID MASONRY PILASTER �_ CU 3/4"0 x 6" L GIRDER TRUSS � (3) ADDITIONAL ; ! SEE PLAN- SEE PLAN WE 1DED STUD- •3 TIES a 2" O.G. 6 7 g 9 9A SEC" C', SECTION 9-y � V V.76.7 6.7 6.7 21 3/4" 0 ,415. OR �- CONT. !Q SEE 56� (2) 04 CONT. �SLAB ON MTL DECK SLAB ON DECK PER PLAN -�. )"ITL STUD WALL EXP. ANCHOR MTL STUD WALL . -� /PER ARCH a 3'-0" O.C. SLAB ON MTL DECK PER ARCH FILL VOID W/ GROUT AND FACE W/ 3" PROJECTION to 3/4 x 6 x 1'-0" SHELLS - SEE ARCH FOR COURSING 1 v .`' INTO SLAB ON DECK -- - SLAB ON MTL DECK PER PLAN • L5 x 3 x 3/8 x A'-9" CUT VERT f I --� �/" a d •\ \\ COLUMN PER PLAN LEG AS REQ'D FOR SLOPE-- - \ -- • /// !m I I i ;2) 4 CONT. TYP. - - \ '�— a L 4 x 4 x 1/4 EA BAY h J I I TOP OF WALL BEYOND W/ (2) 3-�4"o EXP. ANCHOR 6" CONIC WALL - - 6 CONC. WALL W/ 4 lit EMBED I - I v4�r---- 3/8" FE STIFFENER I ! (2) 05 VERTiGAL •4 HORIZ - 1 0 16"O.C. L 4 x 4 x 1/4 EA BAY i- 4 EPDXY DOWEL EA. SIDE OF BM. 1 1 AT EAGµ JAMB (2) 04 EPDXY DCWELS • - /" /� c4 �' w/ 5 ' EMBED NSLAB ON OT S OWNE`K I I I I e 16"O.G �" _ (2 J 4 CONT. - ISTD. HOOK AT BOT.) - _ ` W/ (2) 314"0 AJ3. r I W/ 5" EMBED -rte GLR `_____-04 -W/ 5"OXY EMBED a 3'_0" G C--' 3 1/4" t�--- 3 1/2" • I6" O.G. I I 8" x 15" CONCRETE • rD!REGTIOty VARIES) ✓ I I' / 4 µORIZ • 6" O.C. ---" I i2NON-SHRINK GROUT I I �� LEVELING NUTS I/4 4 I I I I SEE :. SLAB ON GRADE 1 1 SLAB ON GRADE g SLAB ON GRADE *A -40RIZ a I6" O.G. -- --- - - -- ------ PER PLAN I I \ . 6" CONC. WALL- 56 PER PLAN- !0 U.IT 4 x 14 x I'-ii& n n n SLAB ON CkRADE BEAM °EE W/ (3) 05 A'106 c ° PER AN -- --- - - - -- PLAN ---- e---' , _ I W/ 9" EMBED ol WALL - SEE PLAN '�- - -• ` - a a a - , a z a I/4 3 811 81. in _I - - --• RJ ....... --• C\C _ L \ (2) 04 CONT, l2: -( dN' ,O SECTION 10-1 ``' J - •-1 COti` �'' J • C 12 � 0 I'-0" — �r '4 u 1'-m" 15 6.7 �' • 1 -m" 7 I' , 1'-0" 6.7 f.. . f�-®° •7 I1, . 1,_m" E.7 -0" c ROOF DECK PER PLAN 1-3/4"0 A325N BOLT /- L�r _ I I/4" BE.+M 1/4 T1T IN 2 TUBE TYP. �� PER PL•+N I E'ER SLA EA END 3/16 2 L 5 x 3 x 1/4 LLv /rEAC1a SIDE / •-� ---�-- / WELD ROOF DECK TO 1/2"0 BOLT — COLUMN PER PLAN EA. 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WT - SEE BELOW BEAM PER PLAN I CONTINUOUS AT MIDDLE BAY BRACE STIFF'JLLFENER LENGTµ OF ROD p !/Ib I I Portland, Oregon 67204 TYP. —o PER I8 1 1/2" P:,.: 0503) 223-8693 \- 1 1 Fax: (503) 294-0827 Sbl 102485 CRADLE CLIP FASCIA- SEE PLAN I I DBL NUT OR _ --{ -- CRADLE CLIP UNISTRUT PI546 TYP. I I WT PEEN THREAD ` r } EA. SCREW W/ I/2"a BOLT EA. ENC' I I �WIDH �- UNISTRUT 101546 T rPICAL WHERE CHANNEL NUT S USED UNISTRUT �' W/ 1/2"0 BOLT EA END TORQUE BOLT TO 50 FT LBS I I -5 WT 4 x IS x 1 -2" PER PLAN --- WHERE CHANNEL NUT IS USED Il Il y- I j SEE !l 8" WT 4 x 14 x I'-2" F f TORQUE BOLT TO 50 FT LBS N.T.S. 96.E a •7 ". 17 18 19 20 6.7 3/4' . ,'-m' 6.7 1 1/2' . 1'-0' 6.7 '' • I'-0 ` s "SO OUTRIGGERS IE 1/2" x 8' x 1'-I" SEE PLAN -- - AT ROOF SLOPE W/ Q CCAS E DEC --CONT. DRAG STRUT \ (6) •5 x I'-6" A0.106 EC WELD Tc. � 3.Ib s 412 ' - -_. z EMBED PER PLAN--� ROOF DECK- SEE PLAN ! SEE PLAN 23A 2 BARS ' 5" O.G. - , F:FPIRIa: 12-11.AMC_ FOR SIZE 1 ATTACHMENT \ �- -LINE GONt 3/8" x 6" fQ W; DCK ROOF r g 5 A i0b x i -6" BARS 1 ANGLE PER p -CONT NS9 - SEE PLAN BEAM - SEE PLAN. 4 I6" O.C. `1- CUT 1 TAPER BOTTOM - -- — ^ _ ,-- FLANGE AT OVERHANG R o _ \ 56.5 23A 23B SQUARE R'TS SPLICE _" _ R _ _ 7-- SECTION 23A-23A - DATE: SEPTEMBER 2004 ROOF DE 3/Ib�j JOB NO,: 0208,00 • SEE PLAN - LEVELING GROUT ��- COPE WEB OVER I.;,1� - _ 2A '` g c B �Nti IL I:1/2" MAX �__•u-,, J _L JOI$T TTP. -• .i I/a�i <p'TYP \ b �r'l" C - " _�-� M T' 1H C'` nl- 1/4N20,6 DRAWN BY: CEC ^ '*' V T TYP } �C-� C4 5EE 3 � v v4 2e6 CHECKED BY: RAIN I/4 / -BENT R PER E /Ib 5 „ S6 4 (G) 3 TIES a 2" O.C.. . FASCIA- A 1 REVISIONS: SC SEE PLAN 3116 �, 1 S69 i ATTACH TO OUT- i 3/16 - - -1!i-, - 01/05/05 R \ i RIGGER PER I i r , --- ^ CONT ft 1/2' x 61 x m'-3" 56.5 \ �31 SIG E° a i.� N JOIST SEE PLAN /' 3,16 FILE: S®7-03320 r I BM O CCS CONN 3 SECT.L��?d14 11A SCELLAII� LFASCIA I 1 Sh 4 DETAILS! r-tA.90NR'r WALL BEAM7 MASONRY WALL. , _l GROUTED SOLID SEE PIAN SErONC— ' SEE PLAN 511*5 �1 I I Q MASONRY PILASTER ! 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FOR SIZE 4 ATTACHMENT ___ __ __-_ _ ------ DE`SON TRIM FOR __ . -- i _ r —L3 x 3 x 1/4 CONT I0A 10B ��H1IFEA C LOAD -(1)04 EDGE BAR i I N I I C �.THRJ SEAT 2" CLR FROM EDGE I TYP �._ _ - .3/4"# A325N I 3/16 11/2 -- rROD 1 / u �J i I 3/lb 3116 11 L3 x 3 x I/4 - 1�I ,. L2 x 2 x 1/4 • 48" O.G. BEE ANGLE BRACE I! i 4 1/4 2' .4 i i CLIP VERT LEG D 12 11 ' L3 x 3 x 1/4 CONT lel 3116 _ I/4 � I I REQ'D. EACH END 56B SIDES/ 3/IE, l/ I SEE PLAN BEAM SEE PLAN ZL 4 x 3 x G x 2" AROUND O ENING 5 / '� ` L2 x 2 x I/4 • 48" O.C. CHANNEL LEDGER / JOIST CUT 3" LEG TO 2" w E _� %/ BEAM 0 3/8" f8 - SEE i1 Cl W L2 r 2 x 1/4 • 24" O.G. JOIST SEE PLAN �' SEE PLAN X 1 I/2" x 0'-il" \_JOIST, SEE ('LAN 566 / -BEAM'S UNDER � SEE '•'L-:`. (2)3/4"0 A325N UNIT CURB- SEE 3/16 2 BOLTS ROOF KEYNOTED TYP 3 SIDES 1/4 JOIaT BRG SEAT. 04 • 24" O.G. l r`- 3116 SEE EACH WAY W/ = METAL STUD BACKING e,5SECTION 10A-mA SECTION 108108 1 1/2" CLR AT TOPin BY OTHERS (7*44,1 �_� 11 12 13 14 I" • I'-0" Q6. I. 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I I; ARCHITECTS P.C. / I `_ pEAM r _ I � _ T�"� -3/4"0 x 5" HEADEC CONNECT TO �-- �� _ --- SEE PLAN --- - - - I 3�6 2 Ea EtiC STUD • W-0" O.C. j R 3/8" x 6" Wi OUTRICsCsER PER N13 I - I 1230 SW First Ave., (300 k BM 10 W,',;_L CONN - Bt',' T(-) WALL CONN 3 1/2" HORIZ % - �` °65 I I BM TO COL CONN Portland, Crepan 87204 5E'' 21 - SEE SLOTTED HOLES Pt.: ,803? 223-59133 r 36F S4 2 l2) 3/4"o A325N BOLT -`C 12 x 20.1 ALIGN W/ COLUMN PER PLAN I I Fax: (303) 2Q4,-0927 n BEAMS, BEE PLAN CONT IL- SEE I 91.1 FACE OF MASONRY 1 E CENTERED IN 9 '/2" 1 INSTALL FIRST 4 �.n_ MORIZ SLOTTED MOLES-' FOR CG'L DOOR TYP. { I I COLUMN SUPPORT. ATTACK+ 3/s \\ r ANOMER b" MASONRY WALL ENDS WALLS � I ---CONTINUOUS DRAG I ( 5EE PLAN ��elvf�p� L 3 x 3 x I/4 • b -C" C� FROM END OF }Q <.L- P BEYOND- -- �' 5EE 11 STRUT. 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M4SONRY_� i • OF BEAM--\ i TOE' 4 BOT '�_��' REVISIONS:V -_ m 21 A ' ✓ _-- O r, FASCIA- SEE FLAN ( I I I - 1 • C2) 3/4"o A325N � T-- _ GUT END IE A5 T- ' �— 01/06/ BOLTS IN CENTER 8 CONNECT TO I 1 11 I BcAMS SEE I ` 23 REQUIRED TO " c r - Or SLOTTED INSTALL ;UTRIGGER - OUTRIGGER PER I II I-1 PLAN POLES- - J -I 1/d" MIN. \ BEAM ^' O�ERNAIJCs FRMG ► - - 3" \ SEE PLAN r-ASCIA SEE '0LAN s ° SEE PLAN - CONNECT TO FILE: S88-03320 I II I LII/2xII/2xI/4 I I - rr ' MA50NRT WALL x 2'-0" W7 9x?3 x m'-1" _ t OUTRIGGER PER I I I I c W/ l2) 3 I/2" I/4" 3 ` BEAM To $E a DONT E AEE I - I I I I GROUTED SOLID MORIZ SLOTTED '� WALL CONN MISCELLANEQU>! 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ON CORR,DOF DECKINI35 8EE PLAN HILL SIDE OF BM VERTICAL TRUSS WEB L 5 x 5 x 1/2 x m'-1" SIDE OF WALL TYP. _ _ MASONRY WALL I I/2" 7 DRAG STRUT SEE PL AN \ R 3!8 x 4" x 2'-0'� (VERIFY LOCATIONS) /-FILL POCKET W _ N ^x:7:7 F•I.SG .=. 14 2 / GROUT AND GROUTED SOLID--1 Q� BEAM/ f ` 5EE G- N orl FACE SHELL \ ID' O.G. -- - �_ 3/16 _ -- ' 3/16 i>_& - GROUT :1C_ - ,� - C j !/I6 2 Ty �--- _ VERIFY --� m rs•1e 13)SIDE"TYPICAL)/ �'' --S T R _ �_ NOTCH 1E I-' MAit. FORS _ TYPICAL)/ 9/I6 FOR ,'JN' IE - --- ! 3/16 2 \\ .966 �_-__ - 1;4 VERTICAL BAR 5 �5 I/4 TY- TOP CHORD- EXTEND FCR ,C 5' ;ONN 3 3 TO FADE OF Ma50NRY ' SEE i 3/16 - ` PLAN BEAM, SEE PLAN / +ERE EMBED i I I NTERRUPTS AR- BRG. IQ 3/6' x 6" x Im (2)116 TOP 1 BOTTOM C - W/ (2) '5 A106 x 1'-m" - I I REBAR ADD 9 A1m6 x REAM COu)EL AT NEXT 8" C.C. -- SEE PLAN C i I I ADJACENT CELL \\ -— • -- 1 4 LAP 3 -6' • /`' / 1 i 1 � .aBO'✓E 4 BELOW i U � JOIST / I ,-_- 1/4 1i SEE PLAN BEAM TO WALL - i VERTICAL WEBS 3x16 �i f i • O SEE \ 1 ANGLES By SECTION :-3 �� 1 • � \ oo I TRU9$ r AIVUF \ _ \. e DESIGN FOR • - - -JOIST, SEE PLAN , 25 LF FROM M PC-TURN�v4 I FASG'A -STEEL JOIST - BY MFR I GOI"// / �. L 4 x 4 x !/4 • ID' TO 16 O.C. AT TOP/ C I 3/8" IE x 3 ./2" W/ (5) ATTACK TO VERTICAL TRUSS Lax 3 I/2 x 3/8 �� SEE PLAN TYP. 1 3/4 'R X3,5N BOLTS WEB ANGLES `1ASONRY WALL 3/6 SECTION 5-5 x m'-8" (LLV) GROUTED SCUD 2 3 4 ��_ 5 6 Vi.9 IQ 6.9 -m 6 _ _ ..�` . s 6 1" • I'-m' 6. -m" 6 = (2) ADD'L ANCHOR'S 6 6 '' ROOF DECK- SEE AT OUTRIGGER �_ PLAN FOR SIZE 9250 WIND LOAD MASONRY WALL 2 5 x 5 x '/2 x a'.� -- C REAM 1 WALL MASONRY WALL 2" � waNO ATTACHMEIIT ' I-T-3/I6 BEN' R x .6 � GROUTED 90L'D GROUTED SOLID-1 I ' 3�6 i )CONT BETWEEN I I H35 b x 4 x I/4 I 1 II I PARAPET SUPPORT 5„ • 8 -m" O.G. INSTALL O - C± - -- - 1 m m I r �3 x 3 x I/4 x I -3" IIJ/ INSTALL BRACE , BIR's I I (r, : FRO"" EA JOIST ANNEL SECTION 9-9 ;:' S/B' o TREADED ANGLE 4"s FROM �~ 3/I6 2.12 I I l2: 5/84 THREADED <%�- ANGLE DECK- SEE PLAN RCC:S E"IBEC 5" MIN PANEL POINT -� 21 L. —� RODS EMBED 6" MIN NOTCH R I" MAX. FOR I _ FOR SIZE AND IN EPDXY I I p_-N EPDXY VERTICAL BAR- 7 1/4 i ATTAG�IMENT -_ f3; U4 -L3x3x I/4xsD'-9 81DE8 PLAN ---BEAM, SEE PLAN 5 x 5" POCKET �•L3 x 3 x 1/4 CONT \ I - IW 3/I6 �—EyEAN_ 4EE PIAN GF.OUT �Llp W/ e A.f3.'S _ IA 3/16" STIFFENER IE � T -COLU"^N a 24" O.C. EMBED `\ EACH SIDE aT E/- A106 a l2) 5 TOP f: BOTTOM .. /' C ' SEE FLAN 9 t I � _ Alm6 x 4 -(/y --- '- 5" MIN HSS ABcA - � _ TYPICAL -- _ 3 16'T- --- -- - - - -- - JO ST- SEE PLAN J 3/Ib 7 EA END ` DUTR,CsCaER 9 L2 x 2 x I/4 AT CID I I ROLL-UP DOOR TO JOIST EACH JOIST SUPPORT CHANNEL 5EE HSS OUTRIGGER 'm _- 13 SEE PLAN CUT VERT LEG 4 i i SECTION 4, �-- 865 BEND AS RE.... I 1 P T i aRAPE' S;,PPoR B' FASCIA- SEE PLAN i -1"ITL STUD WALL — --- �0�� --3/8 ?E x 4 1/2" W/ (4) I ATTACH TO OUT- , I I o IiEFLECT;ON - x 4 x 3/8 x m'-9 W/ ' HEAD BY OTHERS 3.4 0 A325N BOLTS I RIGGER PER J ' ' ;3)3/4"o A325N BOLTS CENTERED IN 1 1/2" r"45e)NRY WALL I i i .'.ENTERED IN 11/2" 3/8 SFCT'ON 1-1 �\ HURIZ SLOTTED HOLE GROUTED SOLID 865 i i -'- .ti -_-= HOR!Z SLOTTED HOLE 7 8 9 10 1i 6.g In. = I'-0, 6.9 . I'-m" fi.g 6. WT13x23 CUT 3/4' 11 WEB 70 LENGTH 2 1/4' II 21/4 BEAM T T BEAM CONNECTION � BEAM, SEE PLAIN RIDGE BEAM SEE PLAN SEE 2 / TYP b2 !/4" END !E (TYP)� � +I`- I • 4 -,� ABEAM TO '• • 1 BEAM To CI I 1 I/4 3 I 1/4 3 \BRG R • i 1/4 6 &Wj R \ = 'VON-S-R'NK GROU' I -NON-SHRIW. GRCUT - • • m' I i I cm 12 BEAM, SEE %AN m: NOTED E�C- 1Q 1/2" x 8" x 0'-8" / f!? 3/4'' x 8" x fd'-8" AM O I I I FOR I _ • � TYP AT ' .�TYP AT MASONRY WALL COD, I I �l (2) S x 6'-8 - f 1;4 4�EA BAR MASONRY WALL (2)% Al 06 1 1/4 6 \EA BAR (1) 3/4"• x 6'' HEADED GROUTED 5GL'C x 1m'-m" 6 (1)3/4" x 6 HEADED GROUTED SOLID BEAM STUD g UD SEE PLAN I I I I I I COLUMN 12 TION SECT ION !2-'2 � CTI RECTION 13-_3 � I I SEE PLAN CONTRACTOR ALLOW PAR AL PEN SPACE ABOVE BEAP'5 CENTER FULL DEPTH TO MASONRY TO INSTALL ON RIDGE WELD AOR GRAN`NEL --, 3/4" EMBED R x 7" SOR - \� 13 IR"e t2"O C. 3A6 -4 OF R AND CHANNEL 3/16 1/4"e SELF DRILLING CENTER ANGLE ` - 17 --- � S:REWS (J/ V.4LLEY5 ON OPENING MAX 7"e ROUND EA SIDE OPCf-E-N:iNG \ GONTINJOUS DRAG CENTER ON RIDGE INC 3/1E G(E r f/ STRUT SEE PLAN / ! I 316 a.* / BEAM TO 'S� 1� I de l 6Nd 1/4 �B�'i.'a e I 6 / - \ NON-SHRINK GROUT - / r E STl�� ARCHITECTS P.0- 1230 8W First Ave,, *300 R 3/4' x 8" x L) -8' BEAM. SEE PLAN �n L, Portland. Cr•gon 9T204 LL// ` ' ` I 1I : 1,503, 223-9993 o KOR +'NGLE SIZE _ TYP AT (2) '6 A1496 I/4 b EA BAR I�EAP'I -O BEAM WALL - i 1R•2X2# REFER TO `2 Fax: (503) 294-0827 CONNECT ON % ' l "�0 11 SEE(g GROUTED 5C0LID `f . OF pSll)�k3',�, CJFi.b (U 3/4" x 6" HEADED Pp � • ; a STUD gG� ENI DSK OPENI!y��<t DECK OPENINGS 1" TO 13 �G FRAMING AT LG. DE�IC_Qp 'Vi1v� Q��C� ff, 1 S GTION SECTIO4V 15-I �� _ 1 ��'`4��:t ,'NI JI/'jDy 15 V 16 TYPICAL STEEL DECK OPENING DETAILS - 9. Gk4s E•fj_ ?P m Q F:XPIRF.R: IbJI-Zp()(1 3 2? Y�Ife a DATE: SEPTEMBER 2004 !„r JOB NO.: 0208.00 DRAWN BY: CEC tihr ,`,t CHECKED BY: RAW REVISIONS: nay �i 01/05/05 1 588-03320 4 WIRCELLAMEOUS O I DETAILS Ifl, .a QMMNALKER.DKCKF'0.a.u,rF INC S6m9 _,._.. .._...-.mi-IarLS'I+' aw.•,..a.,,;.v, .. ,e,,.q,...yM,.� +�}.Wnlr.wr'iw^.NrwMsrwvJw..w+w.....,rr,y;..,,,,,.t ___"__......._....__._..._ ... _ .,.,, ._..--,--......-.... .. -_-...—.__. ___. _. _,._.._,._........– ....._, ..._.. .....,. .. crnI 'I 1 ! r .�',i41 Ii1` LEQIBILITl'STRIP 0 ICjP..,tA � � 1� 4 Is 17 1f) 19 20 21 22 2� 24 25 26 27 1'6 29 3O EI f 1 01 12 ar, tit 1 1 ' � ' I 1 ;��11�l,�.I,h�t+1��11�11�1 I � 1 �� I .: . . 1�� INr•11 w -� ,1,;14 Y ��• I _ 1 1 ;rr 1 y 1,: . M, r dl �W. l'I AN nG 4'Va 5 8 OFF e E ,\ \ 5EE Fllr, \ 1� �UP-PER RCO+ l W 18 x 3- a 18 x 35 4'SEE ARCH ROOF 35 / 1 �.�4TSYD'7'P aR5S.1o'EE-,CEaE��'a�'1;E4'5�5sSr10y0.�_J_.II"t�`-..-0--1-\�--Z,mx/`cr�Xa\{o�'III,1III(��IIltUII1 I.;I''N I.I-\/��I--,,--�---rr-I—s-—/--�2'�ti0�--s-�"s+ix s--�-=�--�-�-�\r p\-I"QQ-�`\\/-�-�\--'I`\/"�I�.tIIIiIIInIIIIIIIIIiIIIII ,p�rIi,-\mIII1IIIIIIIIIIt',I N�2�i1�I��--�-5�9-�_:-_-5.�-..1�-�O--,"�-.s�-p C�Of•� .II;IIiIIIIIIIIIIIIIi, -F-ti•O� 1 P. J.P. �8S6;TIb..1 I j z,`�_ox,-IlIIIIlIIi IIIlIiI 11II�I��III1/"I IIIIIIIIIIII(II\/IIII�lII 'I1IIIIIIiIIIIIII I,,'' �-t,C\\/S-,P\-��,\p.�\�\� �'\\\\\\�;�'\•�\I\\I�/4\ `r iI��I1iIIIIItIIIIII lIIIIII!!IiI 18 VIIII3j(I�lI5 SEE ARCH i IiIIIIi-IIIIIIII �II!II IIIIIIII—, •j/"l-5ee`)o4n SEE 1EE APtG�" \411i -/w�I IIIIIIII--I�IIjl=�-y�;•IIIiIIIIiIi III v—\ \/ —. 5E_84RE F _\="�--//`�✓/1L,x�v->i _K'_11IlIIIIIIIII -- iII�IiII1 1-••t"� � -1,-x 5ROOF ,2 9►'—".- i6 9 . t 1—II-1 -'1 /� II� 2IIiI --- -+ W :' 44 \ / Ah LOUER � { y18 x 35 ROOF '44 N ROOF -- ACSEE ARCH Ri „ 1ii QJ x x %§ ,p y x x X IIIl m m m II XX x I x x X x X X�Ico ' 4 OPP lr4) ---- -- - --- -------- - wj BF (B-10) 9F (B-12) EF (C-8) BF (C-9) E� (H-7) 3F (H-8) " JR -EiE - T u �R h ��W��5��v�`C�•j��OSKa•`-r � ABRACED FRAME GRID B INTERIOR ELEVATION BRACED FRAME GRID C INTERIOR ELEVATION BRACED FRAME GRID H ELEVATION LOOKING NORTH 114'' 1'-0" 51/4" - t'-a U7.1 -W I/4 PJP14 \RE RN TYo 3/� 3/8" GAP R 1r4 V 3/8' CAP R 1/2.. 1� 3 [3)SIDES 3„ 1/Z" 1/2KNIFE 1' VI12 �3" 31/2 1/4 AT 31M. (3)SIDES ) 1/4 77 (3)91DEO 1/4 SIDES I!4 CO I/a 3/I6 TMp1/4 w 1/4 f+ 1/2" KNIFE IE 1 ----- 38 ------ ----------------- i 1/2" KNIFE 1S 13 I 1 1/2t/2" KNIFE 1E I ' -' _ ;I w _t_ T I I \I3 I/4 Lu kii 5„ H3 5116 I (5) 3/4"0 BOLTS 1/4 1/4 A 5/16 II 3/4''0 BOLTS 3/4" G,-:-5E- SEE ELEVATIONS <TY m X X + co I x 3/16 \ao �z 3/4" GUSSET R / \ W 18 x 35 W 18 x 35 53/4'' 1'-0" 53/4" 1'-0" 3/4" 1'-0' 5 + I/4 In,, 1 1/23 5116 3" v4 3/8CAP IL 3/8" GAP IM y TYPO OF''SI 1I 3/8CAP R 3l5J 3/4"0 BOLTS 3 (3)SIDE (5) 3/4"0 BOLTS (3)SIDES 1/4 )SIDES VERIFY 1:12 S / 1/2" RCOC SLOPEW � 4EXTEND COL. (3 TYP 1'-4 1/2" TYP I/4 � �yIFE FOR OUTR'GGER ------- '� +AS REGD SEE T 3) sDES DETAIL 2C%568 __ 1/2" K\=E 1 - I I ELLIS ESU j � p oC 6 X CFP 2m I/2" KNII= 11/2I _ 1/2 96.1 w NZ- j ASSOCIATES /2KNiFFE TP1,4 nP -4 3/16 ARCHITECTS P.C.. LOUDRFLR FLR I li /4 SEE ARCH f - SEE ARCW 111'4 TURN 1/4 v4 tFirst SW e 3/4" GUSSET r Por ;and. Crepon97206 Ph.: ;603: 223-6693 fax: (503) 264-0827 5116BF (P-2) BF (P-17) 11 3/4" GUSSET TYP BRERACED FRAME GRID 2 INTEROR ELEVATION ACED FRAME GPoD 17 - VTERKELEVATIO6 .1 3/4' 1'-0" 34 ` 3 1'-0" 34' -Sf TYP tTP COL PER ELEvATIC\ 3/16 5116 AS E.CAP I£ TY3 P 3/Ib I'-d 1/2I/a :, , .,,...w.,relrwwrwi«iwi w,.:...,•a»tr•ww;«h,na+w,.r.w„„I,�Mx_:..i ;r''i' 3FNyv,�,�1yyr#+,r'ry•riati,a1,F%1.r,`4,',. ~ +� ..--___ _�-Baa�`.•_ 9 �` `�m-�4—aV_. ' lI'II IlI1III1IIIIIiIIIII JIIIiIIIIIiIII�,III 1 - ---,- 4 /3 TY 14 _ f'5'�/ib-/_�_'/s/ l,/ f -I�IIIIIIII1III,'II II;IIII(iI I�I•••• ti/ - -�--9,1,.1_ �- _t1. s:<�-,,rI G-—I h/i-+-+--/-S-M—aA,�ki�nC,J-I;�W•.�1IIR'i1l,1I1GIfIilIII_4'1�t,IIjI�I_U/�IIiIII.�',Iii�,kal�/ai�I'�'��-t�It R S/�,., 1 �r 1 2' I1 II1IIIIII-_-tjj_-III(IIIII Ij,I.•• —I I/2---l1�_,�,�_—._/1„—..\_- S,3�' s-�D--Ee' a-—_�, ,��Q'\-/+:,•(,�/�/Q/%r/-/r/_��./I -IIIIIIIiI;,'•• Qtoa_.w,..�..►K tp1.fi„, : ......._.. _ (!?/P[Qg R.. . c12-31- .3_ 1 Irl1/4 3/4 GU°BET R COL PER ELEVATION SEI2 1/4 1/2' I VERIFY ROOF1/4 81DE3 VERIFY RO 31:12 SLOPE 1:12 9LCPE (3)SIDE 5/bv4 DATE: SEPTEMBER..•,2004»-aSr — R - JOB NO.: 0208.00 TYDRAWN B: CEC/4 • CHECKED Y: RAW R ISO S:I/2' KNIFE Rp 3 � RETUN 1/4 O (5) 3/4"0 5--'-Tb5Ex'--3/4" GUSSET 1P (i1I -03320 RgTURz1/2 NIFE 1/4 1/4 RETUR 3/4" SET 18 I/2" KNIFE R [5) 3/4"0 BOLTS \-(5) 3/4' 0 JOLT9 BRACED FRAME ELEVATIONS DETAIL rU89ET R TYPq111, 12 13 14 7.1 3/4' I'-C 7. 3/4" 3/437. s -C 7.1 3,'4 I -0 S7el m LE0ury STRIP C 2 3 9 20 2 .23 24 25 22 6 29 w U) 8 3 / / 1•Ilf.:W%-KNh•s ww Wpy�y1Y-dri w,. ,;N:I�gWMfl�drk,�+ �'. tdlpY 1�MI :,4. ,.. „ .q I- ` - jow v, 0.03- 140wtt+�n ' N�wM!r!IM1 '9le '!Iit"+ e � fib\