The URL can be used to link to this page

Plans (3) DESIGN LOADS STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS GENERAL LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS USED.DESIGN FOR MECHANICAL LOADS INCLUDES CONCRETE ANCHORS i= - THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS.THE FOLLOWING ARE THE DESIGN REQUIREMENTS: ALL CAST IN PLACE ANCHOR BOLTS SHALL BE SECURELY TIED IN THEIR FINAL POSITION PRIOR TO PLACING �\ # NUMBER OR POUNDS ID INSIDE DIAMETER NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.SHOULD CONCRETE(WET-SETTING OF ANCHOR BOLTS IS NOT PERMITTED).ANCHOR RODS SHALL CONFORM TO IN INCH ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS,THE CONTRACTOR ASTM F1554 GRADE 36. AB ANCHOR BOLT !NT INTERIOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE I STRUCTURAL DESIGN CRITERIA K E P H A R T ACI AMERICAN CONCRETE INSTITUTE `� PROJECT.THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND i RISK CATEGORY I tl ALL HEADED STUD ANCHORS(HSA)SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1,TYPE B,AND ADDL ADDITIONAL JST JOIST /10 ,-� j FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION ASTM A108. DEFORMED BAR ANCHORS(DBA)-SHALL CONFORM TO ASTM A1064.ALL HSA AND DBA SHALL BE community planning ADJ ADJACENT JT JOINT ' DETAIL REFERENCE I THEREOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS WELDED WITH AUTOMATIC STUD WELDING EQUIPMENT PER THE RECOMMENDATIONS OF THE STUD AND architecture AESS ARCHITECTURALLY EXPOSED STRUCTURAL DURING CONSTRUCTION. I DESIGN DEAD LOADS EQUIPMENT MANUFACTURER,UNLESS OTHERWISE SPECIFIED. 2555 WALNUT STREET STEEL K KIP(S)(1,000 POUNDS) DENVER,COLORADO 80205 KSI KIPS PER SQUARE INCH I ROOF 15 PSF „ ,,., . AFF ABOVE ANlIN FLOOR - THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.UNLESS POST INSTALLED CONCRETE ANCHORS SHALL CONSIST OF THE FOLLOWING UNLESS NOTED OTHERWISE: com AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1 I OTHERWISE SPECIFICALLY NOTED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR (FLOOR 27 PSF EXPANSION BOLTS: HILTI KWIK BOLT TZ L,2L ANGLE OR DOUBLE ANGLE ALT ALTERNATE 85-1 DETAIL SECTION CUT CONSTRUCTION LOADS,ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS,DIRECTION AND RELATED WALLS 8 PSF SCREW ANCHORS: HILTI KWIK HUS-EZ LF LINEAR FOOT ALUM ALUMINUM EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS AND PROPERTY ADHESIVE ANCHORS: HILTi HIT-HY 200 APA AMERICAN PLYWOOD ASSOCIATION LL LIVE LOADLLBB LONG LEGS BACK TO BACK DURING CONSTRUCTION.THE CONTRACTOR SHALL,AT HIS OWN EXPENSE,ENGAGE PROPERLY QUALIFIEDI POWDER ACTUATED FASTENERS: HILT!X-U 27(1"EMBEDMENT) ARCH ARCHITECTURAL PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND FLOOR LIVE LOAD ASTM AMERICAN SOCIETY FOR TESTING AND LLH LONG LEG HORIZONTAL INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALlAT10N OR ALL POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN CONFORMANCE WiTH THE lift LLV LONG LEG VERTICAL FLOORS(RESIDENTIAL) 40 PSF MATERIALS AI I BUILDING OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT. LONG LONGITUDINAL ASSY ASSEMBLY WALL SECTION MANNER AT THE CONTRACTOR'S EXPENSE. I BALCONY 60 PSF ATR ALL THREAD ROD LVL LAMINATED VENEER LUMBER TI P CUT I CORRIDOR/EXIT WAYS 100 PSF OR 2,000 LB NON-SHRINK GROUT le ATR/A ALL THREAD ROD WITH ADHESIVE LWC LIGHT WEIGHT CONCRETE THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE ALL NON-SHRINK GROUT SHALL BE NON-METALLIC GROUT CONFORMING TO ASTM C1107,AND SHALL HAVE AWS AMERICAN WELDING SOCIETY MAX MAXIMUM PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY iF THESE PLANS AMENITY SPACES 100 PSF A SPECIFIED MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI.PRE-GROUTING OF BASE PLATES MC MISCELLANEOUS CHANNEL ELEVATION OF AND SPECIFICATIONS OR THE DESIGN,ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON IS NOT PERMITTED. MILLER BF BRACED FRAME ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. ROOF SNOW LOAD WALL OR FRAME BLDG BUILDING MECH MECHANICAL OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL POST-TENSIONED CONCRETE BLKG BLOCKING MF MOMENT FRAME ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. DESIGN ROOF SNOW LOAD 25 PSF POST-TENSIONED CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT TIME OF CONSULTING BM BEAM MFR MANUFACTURER SNOW DRIFTING AS NOTED ON PLANS(IF OCCURS) STRESSING.FIELD-CURED TEST CYLINDERS SHALL BE USED TO SUBSTANTIATE CONCRETE STRENGTH BN BOUNDARY NAIL MEP MECHANICAL,ELECTRICAL,PLUMBING NON STRUCTURAL PORTIONS OF PROJECT,INCLUDING BUT NOT LIMITED TO PLUMBING,FIRE SUPPRESSION, PRIOR TO TENDON STRESSING. ENGINEERS MIN MINIMUM IMPORTANCE FACTOR Is=1.0 BOF BOTTOM OF FOOTINGREVISION SYMBOL ELECTRICAL,MECHANICAL LAND USE,SITE PLANNING,EROSION CONTROL FLASHING AND WATER- BOT BOTTOM MIR MiRROR # PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. GROUND SNOW LOAD Pg=15 PSF POST-TENSIONING TENDONS SHALL MEET THE REQUIREMENTS SET FORTH IN THE SPECIFICATIONS FOR 9570 SW BARBUR BLVD. BRBF BUCKLING RESTRAINED BRACED FRAME MISC MISCELLANEOUS EXPOSURE FACTOR Ce=1.0 UNBONDED SINGLE STRAND TENDONS(LATEST EDITION)PUBLISHED BY THE POST-TENSIONING INSTITUTE. SUITE ONE HUNDRED BRNG BEARING MSA MASONRY SCREW ANCHOR TEMPORARY SHORING POST-TENSiONING SHALL BE INSTALLED TO PROVIDE THE REQUIRED FINAL PRESTRESS FORCE(AFTER ALL BSMT BASEMENT THERMAL FACTOR Ct= 1.0 PORTLAND, OR 97219 BIM BETWEEN (N) NEW 1111 WHEREVER SHORING IS REQUIRED,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHORINGLOSSES)AS SPECIFIED ON THE PLANS.POST TENSIONING STRAND SHALL BE 1/2"DIAMETER, UNBONDED, NIC NOT IN CONTRACT SYSTEM THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITiES AND PROTECTS FLAT ROOF SNOW LOAD Pf= 11 PSF CONFORMING TO ASTM A416,GRADE 270 FOR UNCOATED SEVEN-WIRE LOW RELAXATION STRAND. T 503.246.1250 BU BUiLT-UP PERSONNEL,THE PUBLIC,AND THE BUILDING,SUPPORTING STREETS,WALKWAYS,UTILITIES, TENDONS SHALL BE COATED WITH AN APPROVED,PROTECTIVE LUBRICATING COMPOUND AND ENCASED IN RECEIVED 8/ BOTTOM OF IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING WATERPROOF POLYETHYLENE PLASTIC SHEATHING OF 50 MILS MINIMUM THICKNESS.TEARS IN THE NTE NOT TO EXCEED A --I---- CONSTRUCTION,AS REQUIRED.THE CONTRACTOR SHALL LOCATE THE SYSTEM CLEAR WITHOUT WIND DESIGN DATA SHEATHING SHALL BE REPAIRED BY REPLACEMENT THE COATING AND RESTORING THE WATERTIGHTNESS. C CAMBER OR CHANNEL(AMERICAN STANDARD) NTS NOT TO SCALE � OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. BASIC WIND SPEED(3 SEC GUST) 120 MPH ANCHORAGES,COUPLERS,AND FITTINGS SHALL BE ICC APPROVED AND MUST DEVELOP A MINIMUM OF CANT CANTILEVER 100%OF THE ULTIMATE STRENGTH OF THE TENDONS.MINIMUM CONCRETE COVER FOR ANCHORAGES CIP CAST IN PLACE OC ON CENTER BUILDING CODE (EXPOSURE B SHALL BE 2".PROVIDE A FULLY ENCAPSULATED SYSTEM AT ALL LOCATIONS FOR UNBONDED TENDONS. - OCT 16 2017 CG CENTER OF GRAVITY OD OUTSIDE DIAMETER ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE,BASED I INTERNAL PRESSURE COEFFICIENT GCpi=+/-0.18 CGS CENTER OF GRAVITY OF(PRESTRESSING)STEEL OPP OPPOSITE ROTATE VIEW SYMBOL ON THE 2012 INTERNATIONAL BUILDING CODE(IBC), INCLUDING ALL REFERENCE STANDARDS,UNLESS IWALL COMPONENT/CLADDING(ULTIMATE DESIGN LOADS BASED ON 10 SF EFFECTIVE AREA) THE JOB SiTE FOREMAN RESPONSIBLE FOR THE PLACEMENT,STRESSING,AND FINISHING OF ALL POST- CITY OF TIGARD CJ CONTROL OR CONSTRUCTION JOINT OWJ OPEN WEB JOIST NOTED OTHERWISE. TENSIONING MATERIAL(INCLUDING ALL MILD REINFORCEMENT NECESSARY FOR PROPER INSTALLATION OF CJP COMPLETE JOINT PENETRATION (INTERIOR ZONES(ZONE 4) 31 PSF BUILDING DIVISION PAF POWDER ACTUATED FASTENER THE POST-TENSIONING TENDONS)SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE IN THIS CAPACITY CL CENTERLINE SPECIAL INSPECTION 1 STRUCTURAL OBSERVATION i END ZONES(ZONE 5) 38 PSF FOR THiS TYPE OF CONSTRUCTION. CLG CEILING PC PRECAST SPECIAL INSPECTION AND/OR TESTING IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.THE ROOF COMPONENTS/CLADDING(ULTIMATE DESIGN LOADS BASED ON 10 SF EFFECTIVE PCF POUNDS PER CUBIC FOOT I AREA) CLR CLEARANCE;CLEAR CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDULING OF SPECIAL INSPECTION. IT IS TENDONS SHALL BE INSTALLED WITH A PARABOLIC DRAPE AND HELD IN THE DESIGNATED POSITION AS CLSM CONTROLLED LOW STRENGTH MATERIAL PERP PERPENDICULAR %j; i;, INTERIOR ZONES ZONE 1 31 PSF �y%,f � THE OWNER'S RESPONSIBILITY TO PROVIDE SPECIAL INSPECTION AND TESTING BY A QUALIFIED THIRD ( ) SPECIFIED ON THE DRAWINGS.MAXIMUM SPACING OF SLAB TENDONS SHALL BE 8 TIMES THE SLAB CMU CONCRETE MASONRY UNIT PJP PARTIAL JOINT PENETRATION ,, %///y% _ - NORTH ARROW PARTY,SUCH AS A TESTING AGENCY REVIEWED BY THE ENGINEER. I END ZONES(ZONE 2) 52 PSF THICKNESS,BUT NOT GREATER THAN 5 FEET.MAXIMUM VERTICAL TOLERANCE OF THE TENDON DRAPE Cn.�`"'A • ` . COL COLUMN PL PLATE , " / ' SHALL BE+/-1/8"FOR HIGH AND LOW POINTS AND+/-1/4"AT ALL OTHER LOCATIONS.TENDONS SHALL CLEAR CONC CONCRETE PLF POUNDS PER LINEAL FOOT ''y,, (CORNER ZONES(ZONE 3) 78 PSF PLYWD PLYWOOD STRUCTURAL OBSERVATION SHALL VERIFY BY PERIODIC VISUAL OBSERVATION THAT THE STRUCTURAL OPENINGS BY A MINIMUM OF 3 INCHES.TWISTING OR ENTWINING OF INDIVIDUAL TENDONS WITHIN A GROUP CONN CONNECTION SYSTEM HAS GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AT SIGNIFICANT SHALL NOT BE PERMITTED.AT LEAST TWO TENDONS SHALL PASS THROUGH EACH COLUMN IN EACH CONST CONSTRUCTION PSI POUNDS PER SQUARE INCH • STAGES OF CONSTRUCTION AND AT COMPLETION AS REQUIRED IN ACCORDANCE WiTH IBC SECTION PSF POUNDS PER SQUARE FOOT SEISMIC DESIGN DATA DIRECTION. IMMEDIATELY BEFORE CONCRETE IS PLACED,THE HORIZONTAL POSITION OF TENDONS SHALL O CONT CONTINUOUS 1710.THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDULING FOR A STRUCTURAL BE MARKED ON THE FORMS WITH A MATERIAL WHICH LEAVES A PERMANENT MARK ON THE CONCRETE PT PRESSURE TREATED OR POST TENSIONED IMPORTANCE FACTOR le=1.0 COORDCOORDiNATE PVC POLYVINYL CHLORIDE OBSERVATION.STRUCTURAL OBSERVATION SHALL BE BY THE ENGINEER OF RECORD, SOFFIT. CSA CONCRETE SCREW ANCHOR (SPECTRAL RESPONSE ACCELERATIONS Ss=0.99,S1 =0.43 e, • QTY QUANTITY ,,,/ SURFACE-STEPPED REFERENCE THE SPECIAL INSPECTION TABLE ON SHEET S0-01.3 FOR ITEMS REQUIRING SPECIAL. (SITE CLASS C TENDON DEAD END AND LIVE END SPECIFIED ON THE DRAWINGS ARE SHOWN ONLY TO REPRESENT C1� d PENNY(NAIL) INSPECTION,TESTING,AND STRUCTURAL OBSERVATION. POTENTIAL POST-TENSIONING DIRECTION.THE FINAL POST-TENSIONING DIRECTION AND SEQUENCE SHALL WI db NOMINAL BAR DIAMETER SPECTRAL RESPONSE COEFFICIENTS SDS=0.66,SD1 =0.39 BE SELECTED BY THE CONTRACTOR,SUBJECT TO EOR FINAL APPROVAL.THE DESIGN iS BASED UPON ;Imi p DBA DEFORMED BAR ANCHOR RAD RADIUS SHOP DRAWINGS/SUBMITTALS SEISMIC DESIGN CATEGORY D TENDONS BEING CONTINUOUS BETWEEN EDGES OF SLABS.ANY ADDITIONAL INTERMEDIATE STRESSING DBL DOUBLE REF REFERENCE 2 F"1 RAD REFERENCE ARCH DOCUMENTS �?rrri SURFACE-SLOPE UP SHOP DRAWINGS FOR SPECIFIC PRODUCTS GENERATED BY SUPPLIER SHALL BE SUBMITTED FOR THE ( PODIUM LEVEL JOINTS OR CLOSURE STRIPS REQUIRED BY THE CONTRACTOR MAY REQUIRE ADDITIONAL REINFORCEMENT '� DBO DESIGNED BY OTHERS ITEMS NOTED IN THE SUBMITTAL SCHEDULE.DRAWINGS SHALL BE TO SCALE AND ACCURATELY INDICATE AND SHALL BE SUBMITTED FOR REVIEW BY THE EOR PRIOR TO STARTING CONSTRUCTION. DEG DEGREE REINF REINFORCING READ REQUIRED BASIC FORCE RESISTING SYSTEM SPECIAL REINFORCED CONCRETE SHEAR WALLS ( ' ) ALL PERTINENT ASPECTS OF THE ITEM(S)AND METHOD OF CONNECTION TO THE WORK.SHOP DRAWINGS `✓ DEMO DEMOLISH; DEMOLITION REV REVISED REVISION SHALL INDICATE ERECTION AND TEMPORARY BRACING INFORMATION FOR CONTRACTORS USE. DESIGN BASE SHEAR 1377 KIPS(BUILDING A), 1062 KIPS(BUILDING B) EACH STRESSING JACK AND GAUGE COMBINATION SHALL BE CALIBRATED AS A UNIT TO KNOWN H DF/L DOUGLAS FIR-LARCH SURFACE-SLOPE DOWN DOCUMENTS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR STANDARDS AT INTERVALS NOT EXCEEDING 6 MONTHS.COPIES OF THE CALIBRATION CERTIFICATES FOR Poi 1.--i DIA DIAMETER RO ROUGH OPENING ',,,,'?r� THE SEAL AND SIGNATURE OF A LICENSED ENGINEER REGISTERED IN THE STATE THAT THE PROJECT IS SEISMIC RESPONSE COEFFICIENT Cs=0.133 EACH JACK AND GAUGE COMBINATION BEING USED SHALL BE SUBMITTED TO THE EOR FOR REVIEW.THE DIAG DIAGONAL BEING CONSTRUCTED. RESPONSE MODIFICATION FACTOR R=5 STRESSING OPERATION SHALL BE UNDER THE IMMEDIATE CONTROL OF A PERSON WHO IS A PTI CERTIFIED - .. SC SLIP CRITICAL I DIM DIMENSION INSTALLER EXPERIENCED IN THiS TYPE OF WORK. j_, DIST DISTANCE SER STRUCTURAL ENGINEER OF RECORD ,��• SURFACE-SLOPE CONTRACTOR SHALL REVIEW AND MODIFY THE SUBMITTAL AS REQUIRED FOR CONFORMANCE WITH DATE ANALYSIS PROCEDURE USED ASCE 7-10 EQUIVALENT LATERAL FORCE(TWO STAGE ANALYSIS) 11 DL DEAD LOAD SHT SHEET TWO DIRECTIONS AND SIGNATURE ON ALL SETS OF DOCUMENTS PRiOR TO SUBMITTAL TO THE ENGINEER.SCHEDULE WOOD FRAMED LEVELS TENSIONING OF TENDONS SHALL START ONCE THE CONCRETE HAS REACHED THE SPECIFIED STRENGTH AT CD ��, DN DOWN SHTG SHEATHING SUBMITTALS TO ALLOW SUFFICIENT TIME FOR REVIEW AND POSSIBLE RE-SUBMITTAL. 1 BASIC FORCE RESISTING SYSTEM LIGHT FRAMED SHEAR WALLS TIME OF STRESSING,BUT NO SOONER THAN 48 HOURS,AND NO LATER THAN 96 HOURS AFTER CONCRETE DTSIM SIMILAR L DETAIL PLACEMENT.IF CONCRETE HAS NOT REACHED THE SPECIFIED STRENGTH AT TRANSFER WITHIN 96 HOURS SLBB SHORT LEGS BACK TO BACK DESIGN BASE SHEAR 444 KIPS(BUILDING A),365 KIPS(BUILDING B) F-I DWG DRAWING -� DECKING SPAN OF PLACEMENT,APPLY ONE HALF OF THE SPECIFIED JACKING STRESS TO EACH STRAND AT 96 HOURS,AND Clim Cip ,‹ SMS SHEET METAL SCREW DIRECTION SUBMITTAL SCHEDULE SEISMIC RESPONSE COEFFICIENT Cs=0.102 THE FULL SPECIFIED JACKING STRESS ONCE THE CONCRETE REACHES THE SPECIFIED TRANSFER (E) EXISTING SOG SLAB ON GRADE STRENGTH.TENDONS SHALL BE STRESSED iN THE FOLLOWING SEQUENCE: CD EA EACH SQ SQUARE ITEM SUBMITTAL SHOP DRAWINGS DEFERRED SUBMITTAL I RESPONSE MODIFICATION FACTOR R=6.50 EB EXPANSION BOLT SS STAINLESS STEEL (ANALYSIS PROCEDURE USED ASCE 7-10 EQUIVALENT LATERAL FORCE(TWO STAGE ANALYSIS) 1. TEMPERATURE TENDONS < Z EF EACH FACE SSL SHORT SLOTTED(HOLES) OPENING IN FLOOR OR CONCRETE MIX DESIGNS X EJ EXPANSION JOINT STD STANDARD WALL CONCRETE REINFORCING STEEL X X 2. UNIFORMLY DISTRIBUTED TENDONS 3. BEAM/BANDED TENDONS 4 STL STEEL EL ELEVATION CONCRETE ANCHORAGE X FOUNDATION CRITERIA 4. GIRDER TENDONS P-4 1 . CA EIEC ELECTRICAL SQ SQUARE ALL FOUNDATION ELEMENTS SHALL BE SUPPORTED PER THE GEOTECHNICAL REPORT DATED APRIL 18,2016 BY GRi.AUGER F-"1 EN EDGE NAIL SYM SYMMETRICAL EMBEDDED STEEL ITEMS X X CAST IN PLACE PILE INSTALLATION, SUBGRADE PREPARATION FOR SLABS ON GRADE AND SHALLOW FOUNDATION ELEMENTS RECORDS OF TENDON ELONGATION SHALL BE SUBMITTED AND REVIEWED BY THE EOR PRIOR TO CUTTING CI CipQ DENOTES PLYWOOD EQ EQUAL;EARTHQUAKE SHEAR PANEL TYPE CONTINUOUS HOLDOWN SYSTEM X X AND STRUCTURAL FiLL MATERIAL AND PLACEMENT SHALL COMPLY WITH THE PROVISIONS SPECIFIED IN THE GEOTECHNICAL TENDON ENDS. IMMEDIATELY FOLLOWING TENDON CUTTING,COAT THE EXPOSED STRAND AND WEDGE V EW EACH WAY T&B TOP AND BOTTOMREPORT.ALLOWABLE SOIL BEARING PRESSURE FOR NON-PILE SUPPORTED ELEMENTS PER THE REFERENCED REPORT IS AREAS WITH AN APPROVED TENDON COATING MATERIAL AND INSTALL THE GREASE-FILLED WATERTIGHT EXT EXTERIOR T&G TONGUE AND GROVE (SEE SCHEDULE) 2,000 PSF. CAP.WITHIN 24 HOURS OF TENDON CUTTING, FILL ALL STRESSING POCKETS.COAT THE INSIDE OF THE S EXTD EXTEND;EXTENDED TOC TOP OF CONCRETE DENOTES HOEDOWN LOAD POST-TENSIONING SHOP DRAWINGS X X X POCKET WITH A BONDING AGENT AFTER CLEANING AND FILL POCKET WITH NON-SHRINK MORTAR.MORTAR5 ‹, TOS TOP OF STEEL AT ALLOWABLE STRESS DESIGN LOADS TO AUGER CAST PILES ARE AS FOLLOWS: SHALL NOT CONTAIN WATER SOLUBLE CHLORIDE IONS OR CHEMICALS DELETERIOUS TO THE TOF TOP OF FOOTING POST-TENSIONING SYSTEM STRESS LOSS CALCULATIONS X X fc 28 DAY CONC COMPRESSIVE STRENGTHLEVEL(KIPS) PRESTRESSING STEEL. (2) FF FINISH FLOOR TOW TOP OF WALL POST-TENSIONING TENDON ANCHORAGE DESIGN X X 1. COMPRESSION: 120 KIPS FN FIELD NAIL TRANS TRANSVERSE SP , DENOTES 2. TENSION:50 KIPS - CAST POUR STRIPS A MINIMUM OF 56 DAYS AFTER POST-TENSIONING THE ADJACENT SLAB ON EACH SIDE Q FLR FLOOR TYP TYPICAL HOLDOWN(AS 3. SHEAR:7 KIPS OF THE POUR STRIP. FDN FOUNDATION T/ TOP OF (111119 (X) FOC FACE OF CONCRETE ' ; Yr%_ :;s:, "wv =`° ji OCCURS) STRUCTURAL STEEL X X LINO UNLESS NOTED OTHERWISE STEEL WELDING PROCEDURES X RETAINING STRUCTURES ALL ATTACHMENTS TO THE STRUCTURAL SLAB SHALL BE CAST-IN-PLACE EMBEDS OR INSERTS.POST- FOM OST FOM FACE OF MASONRY ALL EARTH RETAINING STRUCTURES SHALL HAVE ADEQUATE DRAINAGE TO PREVENT HYDROSTATIC PRESSURES.RETAINING INSTALLED ANCHORS SHALL NOT BE USED IN POST-TENSIONED CONCRETE UNLESS SPECIFICALLY FOS FACE OF STUD URM UNREINFORCED MASONRY STEEL DECKING X X STRUCTURES HAVE BEEN DESIGNED BASED ON THE FOLLOWING PARAMETERS: APPROVED BY THE STRUCTURAL ENGINEER. FT FEET UT ULTRASONIC TEST DENOTES PLYWOOD CANTILEVERED WALL ACTIVE PRESSURE: 35 PCF1111.111. FTG FOOTING STEEL FASTENERS X SHEARWALL 2. RESTRAINED WALL ACTIVE PRESSURE: 55 PCF THE GENERAL CONTRACTOR SHALL BUDGET AN ALLOWANCE FOR GENERAL REPAIR OF CRACKS IN VERT VERTICAL LIGHT GAUGE STEEL FRAMING X X X 3. SEISMIC PRESSURE: 7.5H12 APPLIED AT 0.6H CONCRETE THAT MAY DEVELOP WITHIN THE FiRST YEAR AFTER SUBSTANTIAL COMPLETION.EPDXY GA GAUGE V1F VERIFY IN FIELD - 4. COEFFICIENT OF FRICTION: 0.35 INJECTION REPAIR SHALL BE PROVIDED FOR ALL CRACKS WITH A WIDTH OF 0.02"OR LARGER OR AS GALV GALVANIZED 5. PASSIVE LATERAL RESISTANCE: 250 PCF DIRECTED BY THE EOR,. GLB GLUE LAMINATED BEAM WI WITH PREMANUFACTURED WOOD TRUSSES X X X . GWB GYPSUM WALL BOARD W/O WITHOUT CONCRETE STRUCTURAL STEEL WD WOOD PREMANUFACTURED WOOD JOISTS X X X WF WIDE FLANGE -- � CUSTOM GLUE LAMINATED MEMBERS X X MiXING,PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE,ACi 318 DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHAH CONFORM TO THE SPECIFICATION HDG HOT-DIP GALVANIZED INDICATES AND IBC CHAPTER 19. FOR STRUCTURAL STEEL BUILDINGS(AISC 360-10). HDR HEADER WP WORK POINT ELEMENT -- PREFABRICATED TIMBER CONNECTORS X HF HEM-FIR WWR WELDED WIRE REINFORCING CONTINUES r.- CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL HOER HORIZONTAL 111!. STANDARDS: HSA HEADED STUD ANCHOR CONCRETE MASONRY UNiTS X HSS HOLLOW STRUCTURAL SECTION .. CONCRETE MIX DESIGN REQUIREMENTS W-SECTIONS: ASTM A992,FY=50 KSI HT HEIGHT f..`.a , a ' : GROUT MIX DESIGNS X COMPRESSIVE RECTANGULAR HSS: ASTM A500,GRADE B,FY=46 KSI �/� MORTAR X MEMBER TYPEILOCATION STRENGTH AT 28 MAXIMUM MAXIMUM W/CM ROUND HSS: ASTM A500,GRADE B, FY=42 KSI -0 CMU REINFORCING STEEL X X DAYS,fc(PSI) AGGREGATE SiZE RATiO PIPE: ASTM A53,GRADE B,TYPE E OR S.FY=35 KSI SPREAD FOOTINGS AND MAT FOUNDATIONS 4000 1" 0.50 ALL OTHER SECTIONS AND PLATES: ASTM A36 CURTAIN WALL AND OTHER GLAZING SYSTEMS X X X I PILE CAPS 5000 3/4" 0.50 UNLESS NOTED OTHERWISE,ALL BOLTS TO BE ASTM A325 WITH MATCHING NUTS.UNLESS CONNECTION IS NOTED AS SLIP-CRITICAL OR PRETENSIONED, NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER SKYLIGHTS,CANOPIES AND AWNINGS X X X I SHEAR WALLS 5000 3/4" 0.50 RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC)SPECIFICATION FOR STRUCTURAL JOINTS, METAL STAIRS AND RAILINGS X X X SECTION 8.1.FOR SLIP-CRITICAL AND PRETENSIONED CONNECTIONS,INSTALLATION OF FASTENERS SHALL EXTENT OF BASEMENT/RETAINING/FOUNDATION WALLS 4000 1" 0.50 BE PER RCSC SECTION 8.2. FRAMING MEP EQUIPMENT ANCHORAGE AND BRACING X X X COLUMNS 5000 3/4" 0.45 CLADDING,ROOFING AND VENEER X X X ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF PRIMER,EXCEPT SURFACES TO BE EMBEDDED IN INTERIOR SLAB ON GRADE 4000 1" 0.50 CONCRETE OR MASONRY,OR STEEL TO BE GALVANIZED.EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS.ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, SPECIAL INSPECTION REQUIRED - - EXTERIOR SLAB ON GRADE 4000 1" 0.40 COLOR BY OWNER. State of Oregon Structural Specsaiy Code - - - STRUCTURAL DRAWING INDEX STRUCTURAL DRAWING INDEX POST-TENSIONED SLABS 5000 3/4" 0.45 ALL ZINC(GALV.)COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO ASTM A780.HOT DIP GALVANIZED COATINGS ON ASTM A325 z z Hors'- and Reinforcing Steel - _ - =_` FASTENER ASSEMBLIES SHALL CONFORM TO ASTM A153.SURFACE PREPARATION OF GALVANIZED STEEL 1=- i-- Bolts Installed in Concrete CITY " CONCRETE USED IN ELEVATED SLABS AND BEAMS SHALL HAVE A SHRINKAGE LIMIT OF 0.045%AT 28 DAYS AS MEASURED IN TO RECEIVE A FiNISH COAT OF PAiNT SHALL CONFORM TO ASTM D6386. 0 0 Y�r rtavaii .i FOR COi;i. +...OMPLIANCE A CO-D' C WTH •ST 157 SU:MIT 4:•' .T•' T_ T " S LT F.R ' 'P-OV-L -Ri•R 0 ON r. C 10 . z z 0 Special Moment-Resisting Concrete Frame ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY(AWS)D1.1 USING E70XX ELECTRODES. z 0 Ap _ 1 ALL EXTERIOR CONCRETE SLABS SHALL HAVE 5%+/-1%AIR ENTRAINMENT.ALL CONCRETE SLABS IN PARKING AREAS WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN u. u. ❑ Reln:or Ing Steel&Prestressing Steel Tendons OTC= -_ 1 I SUBJECT TO DEICING CHEMICALS AND FREEZE/THAW SHALL HAVE 6%+/-1%AIR ENTRAINMENT.THE AIR-ENTRAINING INSTITUTE OF STEEL CONSTRUCTION(AISC).WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS ] iL w F- ructural Welding ADMIXTURE SHALL CONFORM TO ASTM C260.ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO CHLORINE OR FOR WELD TYPES SPECIFIED.WHERE WELD LENGTHS ARE NOT SHOWN,THE WELD SHALL BE FULL LENGTH - �`[1 ntctu.a •�g Pcrtrdt :_ �� Z-E tgV PRO,cF TION WELDS UNLESS NOTED it 1- re }' AddrestS I; C)�� '9,0"�' THE CONCRETE SUPP WATERCHLORIDES.NO RAN COY BE NJUNCTION WITH THE APPROVED CONC DED TO THE CONCRETE IN THE FIELD UNLESS EMfX DESIGN.ALLYAPPROVED IN WRITING BY OTHERWISE ON STRUCTURAL DRAOF MEMBERS BEING JOINED.ALL W NGS.ALL WELDS SWELDS SHALL HALL RECEIVEFULL RTHE SAME WISH COAT AS THE `a' G t., 619 w ❑ High-Strenght Boiling R E F O CL a - �-°- MEMBER BEING WELDED.ALL WELDS DENOTED AS'DEMAND CRITICAL'SHALL BE MADE WITH A FILLER <v 0 a 0 U1 0 Structural MasonrySuite#:_ rr 654 t I PE i CI. By. _ t �Z SLEEVES,OPENINGS,CONDUIT,AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH TOUGHNESS AS INDICATED IN SECTION 7.3B 0 Reinforced Gypsum ` 6 REVIEWED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE.CONDUITS EMBEDDED IN SLABS SHALL NOT BE OF AISC 341. CO - < Concrete Date: x z i LARGER IN OUTSIDE DIMENSION THEN ONE THiRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER ORE •N i� SHEET# SHEET NAME 0_ U. SHEET# SHEET NAME a D �" 0 Insulating Concrete Fill - • - THAN THREE DIAMETERS ON CENTER. CONCRETE MASONRY UNITS I- & FSO-1.1 STRUCTURAL NOTES • • (S2 7.1 BUILDING B LOFT ROOF FRAMING PLAN • ALL CONCRETE MASONRY UNITS(CMU)SHALL BE CONSTRUCTED iN ACCORDANCE WITH IBC CHAPTER 21 4>x,. 29, , 'tU FSO-1.2 STRUCTURAL NOTES • • IS3-1.1 FRAMING ELEVATIONS • ❑ Spray Applied Fire-Resistive Materials APPROVED PLANS WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND TMS 602,CMU SHALL BE MEDIUM WEIGHT SAND UNITS(115 LBS PER CUBIC FOOT)CONFORMING TO RYAN L FSO-1.3 SPECIAL INSPECTION TABLES • • 1 S3-1.2 STRUCTURAL STEEL DETAILS • INCLUDE UN-ATTACiITEDS AND ROUGHENED TO A MINIMUM 114"AMPLITUDE PER ACI 31811.6.9. ASTM C90 WITH LINEAR DRYING SHRINKAGE LIMITED TO 0.065%AND RATE OF ABSORPTION NOT EXCEEDING FS1-1.0A BUILDING A FOUNDATION PLAN-AREA 1 • • S4-1.1 BALCONY FRAMING AND DETAILS • ❑ Pilings,Drilled Piers and Caissons SPECIFICATION C HOOK 0.035 OUNCES OF WATER PER SQ.IN.OF SURFACE AT THE TIME OF PLACEMENT.THE NET AREA !EXPIRES: 12-31 -2018 I STRUCTURAL CALCS FS1-1.0B BUILIDNG A FOUNDATION PLAN-AREA 2 • • I 54-2.1 CLUBHOUSE ENTRY FRAMING PLAN • ❑ Shotcrete `GEOTECH REPORT DESIGN OF FORMWORK,SHORING AND RE-SHORING DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE 1,900 PSI.CMU SHALL BE INSTALLED IN ' _,.._ FS1-1.1A BUILDING A LEVEL 1 SLAB PLAN-AREA 1 • • 1S4-22 CLUBHOUSE ENTRY FRAMING DETAILS • 0 Special Grading,Excavation and Riling MISC DOCUMENTS CONFORM TO ACI 347.2R-05 AND AC!347R-14. A RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. No. Date Issue r„� 1 06.27.18 PHASED PERMIT FOUND. FS1-1.1B BUILDING A LEVEL 1 SLAB PLAN-AREA 2 • s S4-3.1 STAIR FRAMING DETAILS • CONCRETE REINFORCING STEEL THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY SHALL BE A MINIMUM OF fm=1500 PSI ON NETi❑ Smoke-Control Systems 2 09.28.17 FULL PERMIT SET FS2-1.0 BUILDING B FOUNDATION PLAN • • S4-3,2 STAIR FRAMING DETAILS • VALIDITY OF PERMIT ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 OR A706 GRADE 60.ALL REINFORCING STEEL TO BE AREA BY UNIT STRENGTH METHOD. FS2-1.1 BUILDING B LEVEL 1 SLAB PLAN • • S5-1,4 TYPICAL CONCRETE DETAILS • 0 Other Inspections THE _ WELDED SHALL BE ASTM A706.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. I FS3-1.1 CONC WALL ELEVATIONS • • S5-1.5 DETAILS • • ®UANCE OF A Qa HOT AND COLD WEATHER CONSTRUCTION REQUIREMENTS PER ACI 530.1/ASCE6ITMS 602 SPECIFICATIONS FS5-1.1 CONCRETE DETAILS • • S5-1.56 TYPICALCONCRETEDE POST-TENSION DETAILS • DOCUMENTS AND ON CONSTRUCTION OTHER' UNLESS NOTED OTHERWISE,SET MAIN REINFORCING STEEL 3"FROM EARTH AND 2"FROM FORMED SURFACES.BAR LENGTHS SHALL APPLY.TEMPORARY BRACING OF MASONRY WALLS SHALL BE THE RESPONSIBILITY OF THE DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS.FOR ALL CORNERS WITH#5 CONTRACTOR. 1 FS5-12 CONCRETE DETAILS • • I S5-1.7 TYPICAL POST-TENSION DETAILS • - - DATA SHALL NOT PREVENT REINFORCING STEEL AND SMALLER,PROVIDE 2'-6"X 2-6"REINFORCING STEEL OF SAME SIZE AND SPACING AS HORIZONTAL ' F55-1.3 CONCRETE DETAILS • • S6-1.1 MASONRY DETAILS • - - - - - -- - _- ---_- - - : THE CODE OFFICIAL FROM BARS.PROVIDE ONE#4 X 4'-0"DIAGONALLY AT EACH RE-ENTRANT CORNER IN SLABS.ALL REBAR DOWELS TO BE SET IN CONTROL JOINTS ARE TO BE SPACED AT 1 %TIMES THE WALL HEIGHT WITH A MAXIMUM OF 25 FT. ro- S1-2.1 BUILDING A LEVEL 2 SLAB PLAN-AREA 1 • S7-1.1 WOOD FRAMED SHEAR WALL SCHEDULE • = REQUIRING THE CORRECTION PLACE PRIOR TO PLACING CONCRETE. Ti 151-2.2 BUILDING A LEVEL 2 SLAB PLAN-AREA 2 • S7-12 WOOD FRAMED SHEAR WALL DETAILS • _ -- - __ CITY pg TIGARD - . _ OF ERRORS.OSSC 105.4 UNLESS OTHERWISE SPECIFIED ON THE ARCHITECTURAL CONSTRUCTION DOCUMENTS,ALL MASONRY Project Architect i CONTINUE HORIZONTAL WALL REINFORCING THROUGH PILASTERS COLUMNS AND INTERSECTING WALLS.PROVIDE A EXPOSED TO THE WEATHER TO RECEIVE(2)COATS OF MOISTER PROOF SEALANT APPLIED PER S1 2.3 BUILDING A LEVEL 2 POST-TENSION PLAN-AREA 1 • S8-1.1 TYP.WOOD FRAMING DETAILS • � ry�,,�FOR C(') E COMPLIANCE j( ; MINIMUM OF ONE#5 X 5'-O"FOR SINGLE LAYER REINFORCING AND TWO#5 X 5'-0"FOR DOUBLE LAYER REINFORCING MANUFACTURER'S INSTRUCTIONS,AND MASONRY EXPOSED TO THE SOIL SHALL HAVE TWO COATS OF 1 S1-2.4 BUILDING A LEVEL 2 POST-TENSION PLAN-AREA 2 • S8-12 WOOD FRAMING DETAILS • Approved; _ �/1t DIAGONALLY CENTERED AT EACH CORNER OF ALL WALL OPENINGS.ADDITIONALLY,PROVIDE A MINIMUM OF ONE#5 FOR WATERPROOF EMULSION APPLIED.INSTALL COMPATIBLE PAINT PER OWNER'S REQUIREMENTS. Project Designer S1-2,5 CLUBHOUSE FLOOR PLAN AND DETAILS • t 58-1.3 WOOD FRAMING DETAILS • L'T� COPY SINGLE LAYER REINFORCING AND TWO#5 FOR DOUBLE LAYER REINFORCING ON ALL SIDES OF OPENING EXTENDING A S1-0,1 BUILDING A LEVEL 3 FLOOR FRAMING PIAN • 88-1.4 ELEVATOR SHAFT DETAILS • OTC: 1 ] OFFICE MINIMUM OF 2'-6"BEYOND THE OPENING. MASONRY MORTAR Date 1 ISI-4.1 BUILDING A LEVEL 4 FLOOR FRAMING PLAN • S9-1.1 LOFT FRAMING DETAILS • Permit Ii. ALL MORTAR SHALL CONFORM TO ASTM C270 TYPE S.MORTAR SHALL HAVE A MINIMUM COMPRESSIVE 6.27.2017 (S1-5.1 BUILDING A LEVEL 5 FLOOR FRAMING PLAN • 59-12 LOFT FRAMING DETAILS • ip�.� l� SEE LAP SPLICE TABLE ON SHEET SO-1.2 FOR LAP SPLICES. STRENGTH OF 1,800 PSI AT 28 DAYS.COMPLETELY COVER THE BEDDING AREA OF THE UNITS AT ALL BED, Job Number w Address `2G�' -�G�JI HEAD AND WEB JOINTS WITH MORTAR(100%MORTAR FILLING IS REQUIRED). 161194 jS1-6.1 BUILDING A ROOF/LOFT FLOOR FRAMING PLAN • S9-1.3 LOFT FRAMING DETAILS • ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS,PLASTIC CHAIRS OR APPROVED METAL 51-7.1 BUILDING A LOFT ROOF FRAMING PLAN • S #' Ds I �j1 CHAIRS,AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE,MSP1,AND SHALL BE SECURELY TIED IN PLACE WITH# MASONRY GROUT Drawn ByS2-2.1 BUILDING B LEVEL 2 SLAB PLAN v 16 ANNEALED IRON WIRE.REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE"ACI MANUAL OF STANDARD ALL GROUT TO BE FINE GROUT CONFORMING TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF S2-2.2 BUILDING B LEVEL 2 POST-TENSION PLAN • _ 3 PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACi 315. 2,000 PSI AT 28 DAYS.ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH S2-3.1 BUILDING B LEVEL 3 FLOOR FRAMING PLAN • - GROUT.FULLY GROUT ALL STRUCTURAL MASONRY WALLS UNLESS NOTED OTHERWISE. Checked By ARL S2-4.1 BUILDING B LEVEL 4 FLOOR FRAMING PLAN • - GROUT LIFTS SHALL NOT EXCEED 5'4"iN HEIGHT. CONSOLIDATION MUST BE PERFORMED IN EACH Title r S2-0.1 BUILDING B LEVEL 5 FLOOR FRAMING PLAN • • GROUTED CELL IMMEDIATELY AFTER GROUT PLACEMENT WITH A MECHANICAL VIBRATOR. RODDING IS NOT o S2-6.1 BUILDING B ROOF/LOFT FLOOR FRAMING PLAN • AN ACCEPTABLE MEANS OF GROUT CONSOLIDATION. GROUT POURS SHALL BE RECONSOLIDATED BY N STRUCTURAL NOTES MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED.ALL PROCEDURES FOR HIGH LIFT GROUTING ARE OPTIONAL AND ARE TO BE REVIEWED AND ACCEPTED BY THE ENGINEER OF I- - RECORD PRIOR TO GROUTING. I Sheet Number CLEAN OUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR WHEN E2 THE GROUT POUR HEIGHT EXCEEDS 5'-4",WHERE REQUIRED,CLEANOUTS SHALL BE PROVIDED AT EVERY ›.- VERTICAL BAR BUT SHALL NOT BE SPACED MORE THAN 32 INCHES ON CENTER FOR SOLiD GROUTED I:L •._r MASONRY.CONSTRUCT CLEANOUTS WITH AN OPENING OF SUFFICIENT SiZE TO PERMIT REMOVAL OF FSO-1i O O DEBRIS,WITH A MINIMUM OPENING DIMENSION OF 3 INCHES.CLEANOUTS SHALL BE ADEQUATELY SEALED AFTER INSPECTION AND BEFORE GROUTING TO RESIST GROUT PRESSURE. - MASONRY REINFORCING STEEL FASTENERS IN CONTACT WITH PRESERVATIVE TREATED MATERIAL SHALL BE IN ACCORDANCE WITHIF ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 OR A706 GRADE 60,ALL IBC SECTION 2304.9.5. TIMBER CONNECTORS/FASTENERS INCLUDING NUTS AND WASHERS IN REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706.REINFORCING STEEL SHALL BE CONTACT WITH PRESERVATIVE-TREATED MATERIAL SHALL HAVE PROTECTIVE COATINGS AS DETAILED IN ACCORDANCE WITH THE"ACI MANUAL OF STANDARD PRACTICE FOR DETAILING RECOMMENDED BY CONNECTOR/FASTENER MANUFACTURER. REINFORCED CONCRETE STRUCTURES,"ACI 315. - K E P H A R T - REINFORCING STEEL EXCEPT WHERE OTHERWISE NOTED SHALL BE AS FOLLOWS: ALL LAMINATED VENEER LUMBER,ORIENTED STRAND LUMBER,GLUE LAMINATED LUMBER EXPOSED TO WEATHER AND SUBJECT TO DECAY,SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH community planning - (2)#4 IN GROUTED LINTEL OVER OPENINGS THE MANUFACTURER'S RECOMMENDATIONS FOR PRESERVATIVE MATERIALS,RETENTION RATES, architecture - (2)#4 IN GROUTED CELLS AT JAMBS AND WALL ENDS AND END USE. LAMINATED TIMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH IBC 2555 WALNUT STREET - (2)#4 IN GROUTED BOND BEAMS AT SILLS AND TOP OF WALLS. SECTION 2304.11.3. DENVER,COLORADO 80205 www.kephait coo - EXTEND ALL REINFORCING STEEL A MINIMUM OF 24 INCHES BEYOND EDGES OF OPENING. ALL TRIMMED SECTIONS,CUTS,DAPS,OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE PROVIDE MATCHING CORNER BARS FOR ALL BOND BEAMS.VERTICAL REINFORCING STEEL IN TREATED WITH COPPER NAPTHENATE,IN ACCORDANCE WITH AWPA STANDARD M4.FOR ADDITIONAL . MASONRY WALLS TO BE AT CENTER LINE OF WALL UNLESS INDICATED OTHERWISE. REQUIREMENTS,SEE IBC SECTION 2304.11 FOR PROTECTION AGAINST DECAY AND TERMITES. REINFORCEMENT MUST BE RESTRAINED TO PREVENT MOVEMENT FROM CONSTRUCTION LOADS AND DURING PLACEMENT OF MORTAR AND GROUT. WIRE-TYING OR PREFABRICATED FIRE-RETARDANT TREATED LUMBER POSITIONERS ARE METHODS OF PROVIDING THE NECESSARY RESTRAINT FOR REINFORCEMENT. FIRE RETARDANT TREATED WOOD SHALL HAVE A FLAMESPREAD OF LESS THAN 25 WHEN TESTED IN al 1 . . WET-SETTING OF REINFORCEMENT IS NOT PERMITTED. AN EXTENDED 30 MINUTE TUNNEL TEST IN ACCORDANCE WITH ASTM E84,NEPA 255 OR UL723.FIRE RETARDANT CHEMICAL SHALL PROVIDE PROTECTION AGAINST TERMITES AND FUNGAL DECAY,SHALL let [SEE LAP SPLICE TABLE ON SHEET[S0.02]FOR LAP SPLICES.] USE MINIMUM 30"LAP FOR#4 BAR BE REGISTERED FOR USE AS A WOOD PRESERVATIVE BY THE U.S. ENVIRONMENTAL PROTECTION AND SMALLER UNLESS NOTED OTHERWISE(UNO). USE MINIMUM 36"LAP FOR#5 BAR UNO. AGENCY(EPA),SHALL COMPLY WITH FORMULATION FR-1 OF THE CURRENT EDITION OF AWPA STANDARD P49,AND SHALL BE FREE OF HALOGENS,SULFATES AND AMMONIUM PHOSPHATE. MASONRY ANCHORS TESTING ON FIRE PERFORMANCE,STRENGTH AND CORROSION PROPERTIES OF FIRE RETARDANT MILLER ALL CAST IN PLACE ANCHOR BOLTS SHALL BE SECURELY TIED IN THEIR FINAL POSITION PRIOR TO TREATED WOOD SHALL BE RECOGNIZED BY ISSUANCE OF A NATIONAL EVALUATION SERVICES GROUTING WALL( ET-SETTING OF ANCHOR BOLTS IS NOT PERMITTED).ANCHOR RODS SHALL REPORT.MANUFACTURER'S SOLUTION FOR FIRE RETARDANT TREATMENT OF WOOD SHALL COMPLY :xx -�1x:a.,, p, ii<me,.. � ..-:." : CONSULTING CONFORM TO ASTM F1554 GRADE 36. WITH AWPA STANDARD U1. y' ,� ; r :;es 41r- � kA e , f } � Li . NOMMEMMOMMOSIOWNOTE 311 ENGINEERS ALL HEADED STUD ANCHORS(HSA) CONFORMTHE REQUIREMENTS FASTENERS INCONTACT FIRE-RETARDANT �<�_::<<>�:.:.>>.>:�:-r..;t-}=:�:<<:>,.:>_:.>:.»>:`,::x:<:,:t;,»_:;:: :w-<.>.�:.:-H,� -a-:.�.._.::<:<:-_ SHALL CO O TO EQU MENTS OF AWS D1.1,TYPE CO T CT WITH TREATED MATERIAL SHALL BE IN ACCORDANCE WITH �:::'.:_,-,`::<:::>::�"'-3:�':.::::::>:.F.::..::..::._%-,::::;,::�_=:h_< a�'tit.�:;::::.:>:3: ,x<��M:>::.^-::gv l..:ng;s,�;...:`:6-:.:r:q::-:.:::»>>.<.:>:>w:a+o:.s>:c`.`:3z";.:c:_:::.-r,:.:✓.utr'.>,.:->r>:-.,:[ttta>�,:Y:. wS.� a,-,.x f::.r:.:....:.::.:.:.}rt:,_::'..:,: :_=>tdro:h:-rs:'-.::>t..�Rtt.:F:c..>::->:....r::A::v`-:t!!-:'a.. >::'{s>:'.;*.}srr<..>,..>:»:->:->:..>o:as >.:.»:.>:•.:'t r:,.tur.a ,::a`::.xs:-:u.:.: :ycF:a,.if,,,:.:.:.:: ;a::'i B,AND ASTM A108.DEFORMED BAR ANCHORS(DBA)SHALL CONFORM TO ASTM A496.ALL HSA IBC SECTION 2304.9.5. TIMBER CONNECTORS/FASTENERS IN CONTACT WITH FIRE-RETARDANT r.�-...,.,.,.�....:..:... .:..::._..:::�,:.:.,a�:>:.::�r::..:.t.r.>:.;.:�:..,:.,.::..,.:<:, �:'!}i"\:.:SY:v �::�:.!:<: v..��':�.::_ :i^: A:.--:::ii:;T<`-t:.: 'ii:::i::r.�`:....:::..:....Gi:::..:v>:v'>::�:'xv.�:... ...a.>.:`: :si f:':.:>Y:o;?L>:.,+sr+:P..,:x':..`.::>%::.::::�:n,\::-::;-..»>:.x->r�:;�':. :`"...r.:-:�:.»y.'Y:,>e::5..:<:->>n:.>::;:J>.'a:.:>^>.::2J>.:F...:M vfY.,f`3.,>. t'sif::("'Ira'.�::3f4'�?:�;.}`:iJu::i'f;..is*:.e LS.. ....�.::::::::.:.:.�.> ...:.>:-...:..,:iL:Yv.:>.::...:::.:.:::M.:U,... .::-:.;...:.>,:.:,.:.:.t:. AND DBA SHALL BE WELDED WITH AUTOMATIC STUD WELDING EQUIPMENT PER THE TREATED MATERIAL SHALL HAVE PROTECTIVE COATINGS AS RECOMMENDED BY _,:,:�;;f>:<:.>:.>t;;,<::,.>,.,.t<;..>:.;,...,�s;,.,.:>-:»>:.»:->.>,:.r��x>:,>;::,::.»;..;;>.n,>,:.,.>:-.>:..:.>�:. a<>.w�:x.:>:.;,:-.,:,Yk.:..:.:,;.t 9570W BAR BUR,t,� ,}Fz,�t,x, :,��:.x >:,>��F>r:�.- S BA BUR BLVD. RECOMMENDATIONS OF THE STUD AND EQUIPMENT MANUFACTURER,UNLESS OTHERWISE CONNECTOR/FASTENER MANUFACTURER. . ,f r g `>�:`ti SUITE ONE HUNDRED SPECIFIED. �.. aV O t .ice/yEvr w k`< 5��c r> � s fix- r .a�fit* c' 'i :�¢;;;sri' �4>?'amp, g. .. '. d"a:x a';haw ,,:0'�A?<<.r.:<. .:a•-3 __ PORTLAND, OR97219 �.�. _,..r :.�.. :�.. ..� t.�.�� ENGINEERED LUMBER �<:: U R tac.a �.,+>..: .a4Wg t.....wvy>',''..;$�..;::..n;>`G::^-::.>^'-�f' ':;/yk:>r>-}`..::::->::.>l:'+'.'2£:i:.::':_:... -`:>:::i:::::...': 4:da:,:.:L.;:a;rx's..,✓'._>•.�5�, :;_, :.r:..,rM:Y.fi%?3::•'s:;::::z:_z: ??.^,....._:,_.:..:>......._.....::..::::....na.:,::Fr<>:x%::r>A'.�,:...>3s: POST INSTALLED MASONRY ANCHORS SHALL CONSIST OF THE FOLLOWING UNLESS NOTED TJI 2. E P LLAM MICROLLAM AND ERBEMANUFACTUREDE a::-.,::.,, ...+, >-•-.-.o-:--.::>F`fia.-.a.,...,_.,,.-;,,-,,; s::.::,.,s.::.,.:>::rx-> -n.^,:a.`,`'a?-:o>:»,--::- T 503.246.1250 , 0 ARA ,1 9E CRO LAM TIME STRAND TO AS BY LEVEL,A _- -. 7,.�.:..:_,v>�":'::::_�#"::1.'-:::;>:":M....tr�<r>:>.>ri::��_�:v':t�:r::<'�...a_.:»:::�-r...::.s:-::.h....::::..::.:..:v >ari:�z-'.:',y-a..:S...,.:,;s,�;r,:,»:>_. '�-,.tt»:e::.F:-{ ;,>:.t-^F.'..:.:>rr...r::-�-:::.<«:.>,::_::..,,.t-3::f zar.:_=.wts.-g":r?x�..:::..._, lN.�;' :'`:ami.,: .."yo!-.,.!-- ?tri^::ka:`r.`*'-�s.,..> --..: . `,., ✓>__rr'z�,g•::tt:s3:>':s'.;s�?:.:.:>::.:.-.:.1 ;.d...,„,. e 3 . .tea'. '+t vC it ti l ," .yf `( OTHERWISE: WEYERHAEUSER BUSINESS,WITH INTERNATIONAL CODE COUNCIL(ICC)RESEARCH APPROVAL. �..� �-;:..,-:s::.: .. .sus%„:ave ;:3<:.s.,. ... :,ss'+r,c�>v,:-:::.. . .: .,_,..:.. q: :;tf»:.,;>'f?:? orf=�-;,>�« .,:?a#Y>„a,C',':nr>:b<.<.a,.Y.;^:;.::�..,<::::z:.,-.....al'tr;�f,»::.>;....'t::.:ay.;>:,:a%::?>?:Ox.,.:a�tr;,.i»:r:.:.,::,,`...,;t,..:>,.�:.::>i - :.Yx'>:a„ t,<s:,..au:u;;sc:,:<;,.r:r:«,:s'?fo`%:,�-:�s-.,a.,,Haas'.E,r;>;.�x.>,�'.F:f.,:.;,.>::->,:>.>s.:e.:s:",;.:.»:vaa:,t�.w.,.:s.:.s:a EXPANSION BOLTS: HILTI KWIK BOLT 3 JOISTS TO BE COMPLETE WITH BLOCKING,WEB STIFFENERS AND BRIDGING AS REQUIRED. �>�,�>rx,�a.�r:;<:{t.�. «f:.>:,.,N=.,��:..:�>::.-:<`�.:�r>r.>.«tt>..�>>- .,_�tt,:->::�:>:,:r::=»:.>:.:<.rr...f�;t:.;,.-.>,..r>.; >^xc:z.;.::?.\.<:>a`:;as��»:E- :;::a?,;:y�c'•".'o::-.<:-_t.,^v:.:s_;':::As:z_S: s.,.>-.::.:w!>rs .ttss r;>:i:4--'a.,.>-,:..as.t .,>tts::Y,#;':.h°.,a"'.,:Y,f,s;�a+:.�,+:,s'.;::� ;.,, .:�:Y,.:::.�r, �y, r%:,:s..,,:.�r?.. ,':.>..>ss;y,�sn�?u!>s:.>�:'s:.:;t:«ss.,�::4^.>.:'as.. "">sk<a's;�.rss..r„:.aucn:k^:n,;:;;::.;+. .-..<''''' r:.a..:r::3.:q f41"- s._:.r:_'.'lzt.';;h.._.;>.:.;;aos::--:, y s mss:::..*s.,a,;:a..,^.,aai,.:a:. ;F>>.fa.. .i.o ",."ri.:./•fvo :^:::3:.�.^r -A: .:::,-sA .n::>::_.>;s>z::4S::rrscs.;a..: SCREWANCHORS: HILTI KWIK HUS-EZ ADDITIONAL BLOCKING AS REQUIRED FOR UPLIFT SHALL BE PROVIDED BY MANUFACTURER. >:,..:>:Y.=:>>�.� :f;,:>::w..., ;;; r: Y,.:>:.,F`.;:x.�,�;�.,..�".a`<,.:a��-,t>:>f:A.f<.:;,:;:.. :>:-:.-<F-;.<a.<::t�.�.;;>.><.>r.>... .7::.�->.;.>.,n�-'v�„"'2 .>:-.�+*F� v^r✓�:�.::-:.:;;....:..��<.Y:w::a-:^-;-^`:C:::tv.::.:t.}K...ttf::.,v..:Y»., :ii.:,+:;.>r�`:�»` ..:...,.-:as=': :>f., ->::frff-'.::s'.xs.'s-kr-<:<:rc::.r.:.-<-:::<:F ...s:>.:>r:y<:�t': 's>::-»_,-:;:;.r...,.:..:;;.-:t:«.:<-. M%-c..>rw k>. -.::,„rtr-T:rJ:a.:-.zv_; kr.::.ftv;.:o::.»:F:;. .::,-»..-,;,:t:.,.,-;:;.:-_»r.>:=:ows,.>ri.>=>:r..>:.:v:>: ADHESIVE ANCHORS: HILT!HIT 70 -. . K; >,-: `_ :n:.--:>.»vk;::,>.,,.::.ttr:<..>,>.-:-t:; ';.:<.wx:-.:,>,:..1<>.�:.>>:»»:..»;>::r:<:_.»>>:>:�- HY EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS MAY ONLY BE USED AFTER REVIEW AND �: .<..>��.,'_ �;�s:.:>..,,<a,_.-::,v.f:�,.,:�.._-r::.....�:-z�-«::::-�,:>-:>;; ::4,�:w;;;<:<:::::;_<;..>>.,=a,:-:::>_>_>> 'Gj:;o::':^za�F:`:'Y.>;n'.;'.!::``^^vy::;av:--z:;:x.....!eGf:'vi::_.::w�s�:yiisY:.;`.,::>ir-:ii; ,.`ylog a:..ss,•c<a}':xg,,ylz.;N:.':s's::_ s ,.r.;r::.:,t-a bs>s>< y_c:.:;: ` POWDER ACTUATED FASTENERS: HILT!X-U 27 1"EMBEDMENT) DETERMINATION BY ENGINEEROF RECORDTHAT PRODUCTSMEETDESIGNREQUIREMENTS. '"`�"�-�' �..�}s',�>..::,w:�,<:::::�,v>:,,�,<,,>:<>'•.�.}�k .:;�.:,,;�:>w:,�.,,:.:<�:}r:.t: ( T HA QUIR ENTS NOT �.%l:<;?"„""�•._.�f"..�1 t;;.s:rcal?::..x_t->✓''�o-'a.:k;:Ki3w:`'�'�: 3s�:':3' :"v`````v�;_y,;2;;;:< sV.;j'>;a,'�>'�.:;a��. �.}�:�8r^':>a,.f%;�:,r'�:..:>:<.,L;-ti:-:?fi•.t.�';<•�"�.`!%Y.'.�>x.::nss,;;::'<s: LESS THAN 10 DAYS PRIOR TO BIDDING ALTERNATE SUPPLIERS MUST FURNISH COMPLETE DETAILS �a..,, }, ,, <;:,<.' ` > r-ifige « � >fw w >F -v>,: CONSTRUCTION JOINT x't:>::>.iN ��: ,. ..., '; ...., ..>:ta_ ::;<:x>:. ALL POST INSTALLED MASONRY ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE FOR ALL VARIATIONS FROM LEVEL PRODUCTS SHOWN. MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT. _. };;...: './~ >A}>n ^ z AF ^r y > {' OR FACE OF SUPPORT WOOD TRUSSES 180 DEGREE HOOK WOOD FRAMING ALL WOOD TRUSSES SHALL COMPLY WITH IBC SECTION 2303.4,EXCEPT AS OTHERWISE NOTED. vS'::`':.g�.`.:y`>:"};:`:::::%%?SF •�'••'nry::::`:.:::=;^f.G. '6N::w-"..r'}.tC .yu9';:_:y,YnH." :G:: :tyi ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FtWLARCH(DF/L),#2 UNLESS TRUSSES SHALL NOT EXCEED A TOTAL LOAD DEFLECTION OF U360.TRUSS MANUFACTURER SHALL y .; ��y>,.�»>.},_;, �.;a:R:.r<:.�.: ?. .<_.<.:;y:.;.•, �tx-..,>t;::<„,:. „rtk:; NOTED OTHERWISE.ALL JOISTS,PURLINS,AND GIRTS TO BE DFIL#2 AND BETTER UNLESS NOTED FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH A REGISTERED PROFESSIONAL s^ �'Ldtt R O ,4Y� 14 OTHERWISE.ALL BLOCKING AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE AND ENGINEER'S SEAL IN THE STATE THAT THE PROJECT IS BEING CONSTRUCTED.SHOP DRAWINGS <Mf F- x:,.�iw BETTER.ALL WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY H - tPROVIDED SHIPMENTf= ;:,�. ::::- a, ,:r, >>>:yF<<� - -::::>><t N, <:-axy;:T X, w::�}:} CO OSHALL BEEM F R#2 SHALL BE ROV DED WITH THE OF TRUSSES DELIVERED TO THE JOB SITE,AND SHALL y z ''.v;�`%F�l��w_:-•a::_. `.• ¢fZ.N.A>-t:.:rr.;L`",s`'k�,•,+4�'µi.':>i:>:£� >%:::.53•:::x:+.:'}:"�t:,:4\'." wm. .:a.. 0-::.,m- '%*!!,:^-`'�'y'A.la',�%::c'x s:�:ao', :s;.:-;�:`:vx�n'.?.:It^`:.tf: - PRESSURE TREATED UNLESS NOTED OTHERWISE.ALL COLUMNS SHALL HAVE SOLID BLOCKING INCLUDE,AT A MINIMUM,THEINFORMATION SPECIFIED IN IBCSECTION 4.1.METAL-PLATE- y5-:`H»' <::':. ::.»>.,f':.>:• .' >:.:;.: r,fa::-,-:-::4': r^_. U MU N N S C EC I 2303 7 }s::,y.;.:. >, i?!.: �i iftg<;;.,<:; .<> :<::<r- , ;;: , ,.:w.x«,:.,^.. : '.< :;;p3>�i�,mx-��:'T:':;:':?:r .¢,._.'�`t.$s�gass::h:::::}'."{ s'�2rxssssi:. i 4:>,:?':;a:}Y'E '4+:.5<r,,..:.,rSF :,ham>i'sr": ?: .`t5."H:...1 "G �✓'t:'..::.' v>;rriY .kw>-:..,.'!i c. ;.::,>;..,!/:.Q if x li.Y.w:`.f.... "7i�,1y,f,. FOR THE FULL COLUMN AREA TO SUPPORTING MEMBERS BELOW.COLUMNS SHALL ALIGN CONNECTED WOOD TRUSSES SHALL BE MANUFACTURED AND DESIGNED AS REQUIRED BY TPI 1. «..:::>�. , :>. <,;.�;.:. ,;.F:�,>:�::,:.:.>;>. . f ,.<� <.:'.>:.><:a:,.>�.>:.>.>v.f� �`%;fY:i.+.g;?5-�,x_>.>:,:r.::::�:c�. c.>:,...,.:..:. r,.:.�?..a::.:;:,,::.,o:>:;":"-�,'.'�'''i.i';:`:.'-.:.,atsH%gi L;^.3 rco:.,,,.cz-;?s :»r'.,:.as>_`::;>:3-:<a;:>:,.a<;.,,;.,:.^�'»:.:> »a:.�r-;r.:x�.>;>s:,.t:::::.;.: .:<;tsiw."s::../�::��:i.'£.u...•<:�.'=:%�x - t';'"-. :` :':.I::.r:�--:'-.;::1.1::: :;:'ba-.:^:.1!„,.r^.w<es,...a^s, ,-",.oT�tc<'�'?a^:..,:xH . THROUGH ALL FLOORS TO THE FOUNDATION. EACH MANUFACTURER OF TRUSSES USING METAL PLATE CONNECTORS SHALL RETAIN AN APPROVED •4:_F<_ .. :: ,;a6- < :<.: <.:.>; <- - :,a- <v; >.:.<. x..: r.. '-.:.rr .�'�'�'r�.i>.':�-�:A y%Y,.:f.Y:::>".y„�3 :,':`^`:r �'r,4��"c SG`?s>SvS' �4::>: ?;'.:'?.+�^��'t'�t�� i"?'''y'>, };,r.,t i;!,::>s.t y,..;g ars;<%f .:..;8?'.£?>:>�.2>c .«>�':.:>,^..,x.H''::%i, a��' s f �a�:4 vi1�.:. .iY,?Ffi,::..:.:iS�'`k.r as:::-s::.x;":<... •ep.aFr 124440N443, :x8v2V'. ,'.,:...:Kt::.::i::.::rt:>{i:.:>�sf:>::Y�� ''nks a.-:%:jA AGENCY TO MAKE UNSCHEDULED INSPECTIONS OF ALL TRUSS MANUFACTURING AND DELIVERY `:>`y >;zy-/.is :s.afs::-:-%�Sv'�'a s?::i :w:"i%ii tt'r,.,.>:iia:-»Y"s�',�' '�''Yxs.>. ::_>:::'s:{^>:,i:r ;�' >:. .,>. s:;:.y ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED OPERATIONS.SHOW CLEARLY ALL BRACINGFOR TRUSS COMPRESSIVE MEMBERSAND REQUIRED :>>> � , ria;,..040444aril; ,x4t>'. `,:<. `� ; >::_"�'>,.%,� ;_: O U CO ESS REQ RED ;�;.�-�.><:__�,��<,�� <'<::r::;�.f' <;>., .`<:� ;;::��r�:::•<•> r' ^^;>;-:_sss�:?'n. t: § u<:�s.;;:.�:<>z . y ANDIOR NAILED AS INDICATED BY MANUFACTURER,UNLESS NOTED OTHERWISE.ALL GONNEGTIONS,ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS OF THE WOOD104: . �:;<>-_:;:,,, ..,�-:< .: .<::r>:t .;;, -<t�,> . ;<;�;.,:...:. . _ (�/�M\f�y�� a -�.wa'- / � hc.'Cent a-y. 3' a:`_ ''.,.',.4 �:.'i 4r CONNECTORS, HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER MEMBERS.THE TRUSS MANUFACTURER SHALL SUBMIT CERTIFICATES FROM AN INDEPENDENT 1 ,x F0' ',;. ,a.� � ,�,t ,,s �<;E,F: ;, �,�1c MANUFACTURER'S RECOMMENDATIONS.SIMPSON PREFABRICATED METAL TIMBER TESTING COMPANY THAT ALL TRUSSES DELIVERED TO THE JOB SITE CONFORM TO APPROVED SHOP a'' �'"z i •'r� <> 4 .. +n 4,:Fa.::_F:::^:'>:,k0.t,,,{L: .j_�,..,r„Fa.0-43.,fr! a;.d xrs _"`<,',M::,o:;' . i!!:fi%g'!A':.t-s.> ,,rn.`': CONNECTORS NOTED.OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. DRAWINGS.COST OF ALL TEST CERTIFICATES SHALL BE BORNE BY THE TRUSS MANUFACTURER. r' -;� y 5 - ' .1 k s 4 �' F iof '. s r f s �r r °{�^ ,3- "' � .-Nem -c, : Lii .. -u.:,,t... .:ta.�,. ,r : EP1 w?cr:'U" iF,a 4 j.;>' . : - :^'ruses`s;7�'_:�°�:: �'Y.�:..:>:'..fi>;`t?.�::/..�`+F,';`xx>:.>�...vri's":�r3s.'">>�.':.- a;s • }�`;F:�'sc!'�s::fa;,_>?::..y::'Y,C,(?.:7:r''��`.".:o;v.''..-'r:'`.�:`F'�,5v::?"}$a✓,yt r.�';ly.>t::':�: ^f ::::>:>. a;%;.:rss: :.YytzV;::sr :c-t«twr>.: ::r`h .>r^ ..•;':->'8f`I<>..y y i y%b t SILL PLATE TO BE ANCHORED TO FOUNDATION WITH 1/2 DIAMETER X 7 INCH EMBEDMENT HOT REFERENCE THE TRUSS LOADING SCHEDULE BELOW FOR TYPICAL DESIGN LOADING REQUIREMENTS: <:::,-:>;��._$:y;»`�„ ;:;��::.�r .,�,n�.��,r^:r.<�>.:; ,.,..,�>:.�z.:fi� , :,<:w;�tt., 'k>.'r'<>'•sxF;.t<>;:s :r>F.tt;w,,,<a..'��'"��.--�/':.'•:�� ;:{.y,' ::,'t:�,>.y>. "s.�:;::.y:: 41 DIPPED GALVANIZED ANCHOR BOLTS AT 4-0"OC MAXIMUM UNLESS NOTED OTHERWISE.ALL BOLT `=><< F<a<-u:<.:>:::h w'.::>:; <„t, ;f, ::.;,.>,:>�. >. .;�4>_:s.,t CONSTRUCTION JOINT � - u <<:_�F>:��:;�:'�n;;�';> j��}��,:}�:`��,.��>�<= M F� HEADS OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS.BOLT HOLES IN WOOD TYPICAL TRUSS DESIGN LOADING SCHEDULE OR FACE OF SUPPORTr<yy SHALL BE A MINIMUM OF 1/32"TO A MAXIMUM OF 1/16"LARGER THAN THE BOLT.ALL LAG SCREWS 90 DEGREE HOOK SHALL HAVE PILOT HOLES AS PER LAG SCREW LEAD HOLE SCHEDULE.REFER TO SECTION 11.1 TOP CHORD BOTTOM CHORD OF THE NDS FOR ADDITIONAL INSTALLATION INSTRUCTIONS OF DOWEL-TYPE FASTENERS. MARK TYPE DL(PSF) LL(PSF) SNOW(PSF) DL(PSP) LL(PSF) IIIIIIIIIMIIIIM"""'4 LAG SCREW PILOT HOLE SCHEDULE(PER SECT.11.1.4 OF NDS)APPLICABLE FOR:DOUGLAS FIR LARCH, J-5 FLOOR TRUSSES 17 40 - 10 - END HOOKS,ALL GRADES OF STEEL W 1 ' HEM-FIR,ENGINEERED LUMBER,AND 24F GLB BAR 180°HOOKS 90°HOOKS LAG DIAMETER CLEARANCE HOLE FOR SHANK LEAD HOLE FOR LENGTH OF THREAQDED J-6 BALCONY TRUSSES 12 60 25 10 - SIZE D E J A ^ Emaii (FULL BODY DIA.) PORTION ONLY `,,,J CA 3/8"AND SMALLER NOT REQUIRED NOT REQUIRED J-7 ROOF TRUSSES 9 20 25 6 - #3 21/4" 5" 3" 6" ..� 7/16" 7/16" 3/16" #4 3" 6" 4" 8" NOTES: #5 3 3/4" 7" 5" 10" 1/2" 1/2" 1/4" 1.DEAD LOAD SPECIFIED DOES NOT INCLUDE SELF WEIGHT OF TRUSS #6 41/2" 8" 6" 1'-0" an 5/8" I 5/8" 3/8" 2.SEE MECHANICAL DRAWINGS FOR EQUIPMENT WEIGHT SUPPORTED ON TRUSSES STIRRUP HOOKS(TIE BENDS SIMILAR) 0 #7 5114" 10" 7" 1'-2" 3/4" I 3/4" 7/16" 3. REFER TO STRUCTURAL NOTES FOR WIND UPLIFT PRESSURES. NET ULTIMATE WIND UPLIFT BAR I 90° 135° CD 7/8" 7/8" 1/2" LOADING SHALL BE DETERMINED FROM THE FOLLOWING LOAD COMBINATION:0.9E+ 1.0W.TYPICAL D #8 6" 11" 8" 1'-4" 1" 1" 11/16" ROOF ASSEMBLY DEAD LOADS MAY BE ASSUMED AS 12 PSF FOR WIND UPLIFT LOAD CASES. SIZE A A H #9 91/2" 1'-3" 11 3/4" 1'-7" #3 1 1/2" 4" 4 1/4" 3" #10 10 3/4" 1'-5" I'-1 1/4" 1'-10" 1 1/8" 1 1/8" 3/4" 1 1/4" 1 114" 7/8" CONTINUOUS ROD HOLDOWN SYSTEM #4 2" 41/2" 41/2" 3" #11 12" 1'-7" l'-2 3/4" 2'-O" up CONTINUOUS ROD HOLDOWN SYSTEMS FOR WOOD-FRAMED SHEAR WALLS SHALL BE DESIGNED BY #5 2 1/2" 6" 51/2" 3 3/4" #14 181/4" 2'-3" 1'-9 3/4" 2'-7" 0 p..4 ALL SHEATHING SHALL BE APA RATED GROUP 1,EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY THE MANUFACTURER FOR THE LOADS SPECIFIED ON THE PLANS.THE COMPRESSION POSTS SHALL #18 24" 3'-0" 2'-4 1/2" 3'-5" CA Q PRODUCT STANDARDS DOCUMENT PS1 AND DOCUMENT PS2. ALSO BE DESIGNED BY THE MANUFACTURER TO PROVIDE A COMPLETE LOAD PATH.SHRINKAGE #6 41/2" 1'-O" 8" 41/2" W c... a) TAKE-UP DEVICES SHALL BE PROVIDED AT EACH FLOOR.TOTAL VERTICAL DEFLECTION UNDER THE #7 51/4" 1'-2"" 9" 5 1/4" - DESIGN LOAD SHALL BE LIMITED TO 0.125"PER FLOOR. • 15/32"(1/2"NOMINAL)SHEATHING TO BE C-D WITH SPAN RATING OF 32/16. #8 6" l'-4" 101/2" 6" HOOK DEVELOPMENT LENGTHS(Ldh)FOR GRADE 60 REBAR <1 (...., • 19/32A(518:NNOMINAL)TO BE C-D WITH SPAN RATING OF 40/20. THE MAXIMUM EXPECTED STRENGTH OF THE HOLDOWN SYSTEM SHALL NOT EXCEED 2.5 TIMES THE ASTM STANDARD REINFORCING BARS *H DIMENSION IS APPROXIMATE BAR 1 •• 1 1/8"SHEATHING TO)BE C-DHING TO BE C-D WITH SPAN WITH SPAN RATING OF 48/24.RATING OF 48/24. DESIGN LOADS SPECIFIED ON THE PLANS. BAR SIZE NOMINAL DIMENSIONS FOR#3,#4,#5-6db SIZE I 2500 ( 3000 4000 5000 ( 6000 7000 8000 a AUGER CAST IN PLACE PILING 2 DESIGNATION DIAMETER AREA WEIGHT OR - I, #3 9" 9" 7" ?" 6" 6" 6" UNLESS OTHERWISE SPECIFIED BY THE PANEL MANUFACTURER,PROVIDE A MINIMUM GAP OF 1/8" (in.) Z FOR#6,#7,#8-12db ! ! CID BETWEEN ALL SHEATHING PANELS.ALL FLOOR SHEATHING TO BE TONGUE AND GROOVE.GLUE THE DIAMETER OF AUGER CAST IN PLACE PILES(ACIP)SHALL BE AS SPECIFIED ON THE STRUCTURAL (!n. ) (Ib/ft} G'� DRAWINGS.ACIP PILES SHALL HAVE A MINIMUM LENGTH OF 30 FEET OR BE EMBEDDED A MINIMUM OF n �- #4 12" 1? 10" 9" 8" 7" 7" (� ALL FLOOR SHEATHING WITH STRUCTURAL ADHESIVE 3M-5200 OR EQUIVALENT AT ALL #3 0.375 0.11 0.376 ' 2 FEET INTO COMPETENT ROCK.ACIP PILES BEARING ON ROCK SHALL HAVE A MINIMUM LENGTH OF 10 1 I #5 15" 14" 12" 11" 10" 9" 9" SUPPORTS, ALL SHEATHING WALLS AND/OR SHEAR WALLS TO HAVE 2X BLOCKING AT PANEL #4 0.500 0.20 0.668 Q ' 111111111•1111 FEET.AXIAL CAPACITY OF THE PILE HA BE .ONFIR ED BY THE G OTECH I ALE IN ER i #6 18" 17" 15" 13" 12" 11" 10" EDGES UNLESS NOTED OTHERWISE. B ; 0. • MINIMUM COMPR S E STRENGTH OF CO CR TE/GROU- FO" ACIP SHALL #5 0.625 0.31 1.043 WOOD FRAMING FASTENING SCHEDULE BE 4'000 PSI. #6 0.750 0.44 1.502 /7 #7 21" 19" 17" 15" 14" 13" 12" ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS � ,_.i _r #8 24" 22" 19" 17" 16" 15" 14" /2\ #7 0.875 0.60 2.044 OTHERWISE NOTED ON THE DRAWINGS.THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS 0 p #9 27" 25" 22" 19" 18" 16" 15" NOTED OTHERWISE: #8 1.000 0.79 2.670 #9 1.128 1.00 3.400 w O w A #10 31" 28" 24" 22" 20" 19" 17" 6D NAIL 0.113 INCH DIA.X 2 INCHES LONG WITH MIN HEAD DIA.17/64 IN. #10 1.270 1.27 4.303 2 rte*% _g I #11 34" 31" 27" 24" 22" 21" 19" 8D NAIL 0.131 INCH DIA.X 2%INCHES LONG WITH MIN HEAD DIA.9/32 IN. 44. I #14 41" 37" 32" 29" 27" 25" 23" 10D NAIL:0.148 INCH DIA.X 3 INCH LONG WITH MIN HEAD DIA.5/16 IN. #11 1.410 1.56 5.313 0 ti t7 z Y. ,-db Z ,-db I #18 55" 50" 43" 39" 35" 33" 31" 120 NAIL:0.148 INCH DIA.X 3 INCHES WITH MIN HEAD DIA.5/16 IN. #14 1.693 2.25 7.65 Zia 16D NAIL:0.162 INCH DIA.X 31/2 INCHES WITH MIN HEAD DIA. 11/32 IN. ¢ �` ¢ -...-L...._#i 8 2.257 4.00 13.6 w NOTES: tit STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER.NAILS 1. ASTM A615 GRADE 40 IS LIMITED TO BAR d ,''`� 0 1. FOR BAR SIZES#3 THROUGH#11 ONLY: AND STAPLES SHALL NOT BE OVERDRIVEN. SIZES#3 THROUGH#6 t " V ' / a. IF CONCRETE SIDE COVER>=21/2"AND END COVER>=2",THEN A 2. CHECK AVAILABILITY WITH LOCAL _ J MODIFICATION FACTOR OF 0.7 MAY BE APPELLEE BUT THE LENGTH WOOD FRAMING FASTENING SCHEDULE SUPPLIERS FOR BAR SIZES#14 AND#18 1 - rMUST NOT BE LESS THAN 8 BAR DIAMETER NOR 6 IN. 2. FOR EPDXY-COATED HOOKS, MULTIPLY THE TABULATED VALUES BY 1.2 135 DEGREE 90 DEGREE BEND 3.BAR DIMENSION REQUIRED TO MANUFACTURE HOOK ITEM FASTENERS BEND IBOTPLTODELTOSUDS( (FACENAIL) 166AT8"0.C. STANDARD REBAR DIMENSIONS STIRRUP HOOKS AND TIE BENDS - STANDARD HOOKS AND EMBEDMENT {BOT PL(FOP PL TO STUDS{END NAIL} (2)16d AT 2X4,(3)16d AT 2X6/13/4"x 5112"LVL I BUILT-UP DBL STUDS(FACE NAIL) 10d AT 8"O.C.STAGGERED DBL TOP PL(FACE NAIL) (14)10d EA SIDE OF JOINT FSO-12 I 1 1/2"=I'-0" FSO-1.2 I 1 1/2"= I'-0" FSO-1.2 I 1 1/2"=1'-0" I DBL TOP PL CORNERS/INTERSECTIONS(FACE NAIL) (4)10d STAGGERED - 'CONTINUOUS HEADER(S)(HDRS)TO STUDS(TOE (4)10d 1 TYPICAL LAP SPLICE LENGTH SCHEDULE I !NAIL) TOP PL TO HORS(FACE NAIL} 16d AT 16"O.C. BAR ft=2500 PSI fc=3000 PSI fc=4000 PSI Pc=5000 PSI Pc=6000 PSI JOIST TO DBL TOP PUStLL PL(TOE NAIL) (4)10d SIZE CASE 1 I CASE 2 CASE 1 I CASE 2 CASE 1 I CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 BLOCKING TO STUDS(TOE NAIL) (4)10d I #3 24 36 22 32 19 28 17 25 16 23 JOISTS TO BLOCKING(END NAIL) (2)104 STUDS TO HORS(END NAIL) (6)16d AT 4X6/4X8 I #4 32 47 29 43 25 37 23 34 21 •31 (8)16d AT 4X10/4X12 #5 39 59 36 54 31 47 28 42 26 38 HDRS TO CRIPPLE STUDS(TOE NAIL) (4)10d #6 47 71 43 65 37 56 34 50 31 46 ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5A #7 69 103 63 94 54 81 49 73 44 67 I , NAIL-LAMINATED BEAMS(FACE NAIL) 16d AT 8"O.C.STAGGERED W/(3)16d AT EA.END #8 78 117 72 107 -62 93 56 83 51 76 - BLOCKING TO TRUSSES/JOISTS(TOE NAIL) (4)10d #9 88 132 81 121 70 105 63 94 57 86 c'RUC TUF 4 JOIST LAP SPLICES OVER DBL TOP PL(FACE NAIL) (4)10d ,vats PROF RIM JOIST TO JOISTS(END NAIL) {3)16d #10 100 149 91 136 79 118 71 106 64 96 �� sd+ 2X6 TONGUE AND GROOVE DECKING (2)16d HDG FACE NAILS AND(I)16d HOG TOE NAIL #11 110 165 101 151 87 131 78 117 71 107 w 4 I NEk` /0 EA.COURSE AT EA.SUPPORT * * * * 66* * ct• 654+1PE . #14 102* 153 93 140 81* 121 72 108 99 4101. SHEATHING #18 136* 204* 124* 186* 107' 161" 96* 144' 88* 132* y SORE •N _ply,`� ROOF 8d AT 6"O.C.AT ALL SUPPORTED PANEL EDGES AND ��'1(( 1.Ili 29: `V� ROOF PERIMETER AND 12"O.C.AT ALL INTERMEDIATE TYPICAL TOP BAR LAP SPLICE LENGTH SCHEDULE RYAN Lti SUPPORTS BAR I fc=2500 PSI fc=3000 PSI fc=4000 PSI fc=5000 PSI fc=6000 PSI FLOORS 10d GALV OR RING SHANK.AT 6"O.C.AT ALL SIZE 12-31 -2018 SUPPORTED PANEL EDGES AND FLOOR PERIMETER I CASE 1 I CASE 2 CASE 1 I CASE 2 CASE 1 I CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 -, AND 12"O.C.AT ALL INTERMEDIATE SUPPORTS #3 32 47 29 42 25 37 23 33 21 30 No. Date Issue g� WALLS 8d AT 6"O.C.AT ALL PANEL EDGES AND AT 12"O.C.AT #4 42 62 38 56 33 49 30 45 28 41 2 09.28.17 FULL PERMIT SET ALL INTERMEDIATE FRAMING MEMBERS #5 51 77 47 71 41 62 37 55 34 50 GLUE LAMINATED BEAMS #6 62 93 56 85 49 73 45 65 41 60 i GLUE LAMINATED BEAMS SHALL BE 24F-V4;DF/L,EXCEPT CANTILEVERED OR CONTINUOUS BEAMS TO #7 90 134 82 123 71 106 64 95 58 88 BE 24F-V8,COMPRESSION PERPENDICULAR TO GRAIN TO BE 650 PSI,DRY USE(MOISTURE CONTENT LESS THAN 16%IN SERVICE CONDITIONS), INDUSTRIAL GRADE,2 COATS OF SEALER THAT BOND TO #8 102 153 94 140 81 121 73 108 67 99 1- THE SURFACE OF THE MEMBER,WATERPROOF GLUE,AND IS MANUFACTURED AND CERTIFIED PER #9 115 172 106 158 91 137 82 123 75 112 s THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC),ANSI/AITC A 190.1,ASTM D-3737 AND #10 130 194 119 177 103 154 93 138 84 125 m CERTIFICATION STAMPED.CAMBER IS EQUAL TO A 2600'RADIUS BETWEEN SUPPORTS FOR SPANS i OVER 24',ORAS NOTED ON DRAWINGS.NO WHITE SPECK PERMITTED.GLUE LAMINATED COLUMNS #11 143 215 132 197 114 171 102 153 93 140 Project Architect 8 SHALL BE COMBINATION NO.3.DF/L, INDUSTRIAL GRADE,AITC CERTIFICATION,DRY USE(MOISTURE #14 133* 199' 121* 182* 106* 158* 94* 141* 86* 129' § CONTENT LESS THAN 16%IN SERVICE CONDITIONS),(2)COATS OF SEALER.EASE EDGES ON GLUE Project Designer LAMINATED BEAMS TO BE COMPATIBLE WITH STEEL AT CONNECTIONS. - #18 177* 266* 162" 242* 140* 210* 125* 188* 115* 172* w 8 PRESSURE TREATED LUMBER Date 6.27.2017 6 * ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR AS NO LAP LENGTHS ALLOWED,NUMERICAL VALUES ARE FOR DEVELOPMENT LENGTH ONLY cl REQUIRED BY IBC SECTION 2303.1.8,SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH NOTES: Job Number 16119464 AMERICAN WOOD-PRESERVERS ASSOCIATION USING(ACQ,CA-B,DOT)STANDARD Ul AND M4 FOR - 1.DIMENSIONS ARE IN INCHES s SPECIES,PRODUCT,PRESERVATIVE,AND END USE.RETENTION AMOUNTS SHALL BE AS REQUIRED Drawn B N FOR AWPA USE CATEGORY STANDARDS FOR STRUCTURAL APPLICATIONS. FOR ABOVE GROUND 2.CASE 1 AND CASE 2 ARE DEFINED AS FOLLOWS y EA a APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0,10 LBS PER CUBIC FOOT OF CA- BEAMS OR COLUMNS: CASE 1:COVER>=db AND c-c SPACING>=2 db B BASED ON AWPA USE CATEGORY STANDARDS UCL,UC2,UC3A,UC3B. FOR GROUND CONTACT, CASE 2:COVER<db AND c-c SPACING<2 db - Checked By ARL FRESH WATER IMMERSION APPLICATIONS RETENTION OF 0.40 LBS PER CUBIC FOOT OF ACQ OR 0.25 ALL OTHERS: CASE 1:COVER>=db AND c-c SPACING>=3 db LBS PER CUBIC FOOT OF CA-B BASED ON AWPA USE CATEGORY STANDARDS UC4A,UC4B.FOR IN CASE 2:COVER<db AND c-c SPACING<3 db N. Title GROUND STRUCTURAL APPLICATIONS RETENTION OF 0.60 LBS PER CUBIC FOOT OF ACQ OR 0.31 LBS p PER CUBIC FOOT OF CA-B BASED ON AWPA USE CATEGORY STANDARD UC4B.FOR ABOVE GROUND, 3.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE CAST BELOW THE BARS C•I CONTINUOUSLY PROTECTED FROM LIQUID WATER APPLICATIONS(SILL PLATE)RETENTION OF 0.25 STRUCTURAL NOTES LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA-B OR 0.25 LBS PER CUBIC FOOT I- BASED ON AWPA USE CATEGORY STANDARDS UCL,UC2. - - , _ Sheet Number 0 4TYPICAL REBAR LAP SPLICE SCHEDULEa. , I TABLE 1 MASONRY TABLE 5 REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS MASONRY LEVEL BI REQUIRED TESTING for SPECIAL INSPECTIONS INSPECTION TABLE 1.19.2-LEVEL B QUALITY ASSURANCE TESTING , SYSTEM or MATERIALCODE FREQUENCY VERIFICATION OF FM AND FAAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY FREQUENCY K E P 1-1 A R T IeFCECREo��E CODN DEARD REMARKS SYSTEM or MATERIAL Continuous Periodic EXEMPTED BY THIS CODE IBC CODE CODE or STANDARD REMARKS INSPECTION REFERENCE REFERENCE Continuous Periodic community archtecturennln9 I SOILS 2555 WALNUT STREET DENVER,COLORADO 80205 TABLE REFERENCE CODE OR STANDARD GEOTECHNICAL www.kephazt.com GEOTECHNICAL INVESTIGATIONS 1705.6 FOR CRITERIA 1803 _ GEOTECHNICAL ENGINEER TO PERFORM 1803 TESTING OF COMPACTED FILL MATERIALS VERIFY MATERIALS BELOW SI-IALLOW FREQUENCY(a) FILL IN-PLACE DENSITY OR PREPARED FOUNDATIONS ARE ADEQUATE TO ACHIEVE TABLE INSPECTION TASK TMS 402/ TMS 602/ REMARKS SUBGRADE DENSITY 1705.6 ACI 530/ ACI 530.1! all THE DESIGN BEARING CAPACITY ASCE 5 ASCE 6 VARIES; AS SPECIFIED BY THE GEOTECHNICAL ENGINEER 1705.6 CLASSIFICATION AND Mk VERIFY EXCAVATIONS ARE EXTENDED TO TABLE MATERIAL VERIFICATION TESTING OF PROPER DEPTH AND HAVE REACHED PROPER MATERIALCONTROLLED FILL 1705.6 TABLE AS SPECIFIED BY THE GEOTECHNICAL ENGINEER Continuous Periodic MATERIALS PERFORM CLASSIFICATION AND TESTING OF a. PROPORTIONS OF SITE-PREPARED Art.2.16 , ! CONCRETE1705MILLER COMPACTED FILL MATERIALS 1 1 MORTAR 2.6 A X AT THE TIME FRESH CONCRETE IS SAMPLED CONSULTING b.CONSTRUCTION OF MORTAR Art. 3.3 B X TO FABRICATE SPECIMENS FOR STRENGTH ASTM C 172 FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED VERIFY USE OF PROPER MATERIALS, TABLE JOINTS TESTS,PERFORM SLUMP AND AIR CONTENT ASTM C 31 X ENGINEERS DENSITIES AND LIFT THICKNESSES DURING TABLE c.LOCATION OF REINFORCEMENT Art. 3.4,3.6 A X 1705.3 TESTS,AND DETERMINE THE TEMPERATURE ACI 318:5.6,5.8 ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE,OR LESS PLACEMENT AND COMPACTION OF 1705.6 OF THE CONCRETE THAN ONCE FOR EACH 150 YDS OF CONCRETE,OR LESS THAN 9570 SW BARBUR BLVD. COMPACTED FILL 3.PRIOR TO GROUTING,VERIFY THAT THE ONCE FOR EACH 5,000 FT2 OF SURFACE AREA FOR SLABSANALLS. FOLLOWING ARE IN COMPLIANCE: X ONCE EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL SUITE ONE HUNDRED Art.3.2 D, TABLE AND MINIMUM ONE SPECIMEN FOR EACH 50 CUBIC YARDS. PORTLAND, OR 97219 PRIOR TO PLACEMENT OF COMPACTED FILL, TABLE a.GROUT SPACE 3 2 F CONCRETE STRENGTH 1705 3 ASTM C39 X "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING T 503.246.1250 OBSERVE SUBGRADE AND VERIFY THAT SITE 1705.6 OFFICIAL" HAS BEEN PREPARED PROPERLY. b.GRADE,TYPE,AND SIZE OF REINFORCEMENT AND ANCHOR Sec. 1.16 Art. 2.4,3.4 XBOI CONCRETE SLUMP ASTM C143 X CAST-IN-PLACE DEEP FOUNDATION ELEMENTS CONCRETE AIR CONTENT 1705.3LE ASTM C231 X GEOTECHNICAL c.PLACEMENT OF REINFORCEMENT Sec. 1.16 Art.3.2 E, 3.4, X CONCRETE TEMPERATURE ASTM C1064 X DRILLING AND TESTING 1705.8 REPORT 3.6 A OBSERVE DRILLING OPERATIONS AND TABLE d.GROUT PROPORTIONS OF SITE-PREPARED Art.2.6 B X MASONRY MAINTAIN COMPLETE AND ACCURATE 1705.8 RECORDS FOR EACH ELEMENT e.CONSTRUCTION OF MORTAR Art 3.3 B X 2105.2.2.1 ASTM 062 JOINTS 4.VERIFY DURING CONSTRUCTION: ASTM C656 VERIFY PLACEMENT LOCATIONS AND AS SPECIFIED BY THE GEOTECHNICAL ENGINEER TABLE ASTM 0652 TESTING EVERY 5,000 UNIT STRENGTH METHOD 2105.22.1.1 FT2 AT LEVEL C PLUMBNESS,CONFIRM ELEMENT DIAMETERS, a. SIZE AND LOCATION OF ASTM 1019 QUALITY ASSURANCECr) BELL DIAMETERS(IF APPLICABLE),LENGTHS, STRUCTURAL ELEMENTS Art.3.3 F X ASTM C55 ' EMBEDMENT INTO BEDROCK(IF APPLICABLE) TABLE TABLE ASTM C90 AND ADEQUATE END-BEARING STRATA 1705.8 b.TYPE,SIZE,AND LOCATION OF 2105.2.2.1.2 ASTM C1386111.11111 CAPACITY.RECORD CONCRETE OR GROUT ANCHORS, INCLUDING OTHER TESTING EVERY 5.000 VOLUMES. DETAILS OF ANCHORAGE OF Sec. 1.16.4.3, X PRISM TEST METHOD 2105.2.2.2 ASTM C1314 FT2 AT LEVEL C THREE PRISMS PER TEST C MASONRY TO STRUCTURAL 1.17.1 I MEMBERS,FRAMES,OR OTHER MSJC c.AuALi I t Hur AISIt..0 FOR CONCRETE ELEMENTS,PERFORM TABLE CONSTRUCTION 1COMPRESSIVE STRENGTH OF MORTAR ASTM C270 nADDITIONAL INSPECTIONS IN ACCORDANCE MSJC LW v) WITH SECTION 1705.3 1705.8 1COMPRESSIVE STRENGTH OF GROUT ASTM C1019 MECHANICALLY STABILIZED EARTH(MSE)RETAINING WALLS c.PREPARATION,CONSTRUCTION, .,, AND PROTECTION OF MASONRY MSJC F°'°I BY THE GEOTECHNICAL ENGINEER DURING COLD WEATHER Art. 1.8 C, TMS 602-11/ THREE MASONRY GEOTECHNICAL (TEMPERATURE BELOW 40°F(4.4°C)) 1.8 D X TESTING PRISMS FROM CONSTRUCTED 2105.3 ACI 530.1-11/ PRISMS FOR EACH 5000 ( RESEARCH AND/OR SPECIAL INSPECTIONS APPLY TO MODULAR UNIT PRODUCT NAME, j INSTALLATION 1707.1 REPORT AND ICC FREQUENCY PER TYPE,AND DIMENSIONS,FOUNDATION PREPARATION,MODULAR UNIT OR HOT WEATHER(TEMPERATURE MASONRY ASCE 6-11/ SQ.FT. EVALUATION GEOTECHNICAL ENGINEER PLACEMENT,INCLUDING ALIGNMENT AND INCLINATION,GEOSYNTHETIC ABOVE 90°F(32.2°C)) ASTM C13144 . F--{ REPORTS REINFORCEMENT PRODUCT NAME,TYPE,AND PLACEMENT,BACKFILL PLACEMENT AND COMPACTION,AND DRAINAGE PROVISIONS I TABLE 6 IX f TABLE 2 d.PLACEMENT OF GROUT Art 3.5,3.6 C X Art3.5,3.6 C I REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F) I REQUIRED STRUCTURAL SPECIAL INSPECTIONS J INSPECTION < 0 (f] INSPECTION 5.OBSERVE PREPARATION OF GROUT Art. 1.4 B.2.a.3, SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS V4 SYSTEM or MATERIAL I FREQUENCY SPECIMENS,MORTAR SPECIMENS,AND/OR 1.4 B.2.b.3, X REFERENCE REFERENCE IBC CODE CODE or STANDARD REMARKS 1.4 B.2.c.3, Continuous Periodic }.�{ REFERENCE REFERENCE Continuous PeriodicPRISMS 1.4 B.3, 1.4 8.4 I CONCRETE Cip Q� CD 0 1 CONCRETE TABLE 2 REINFORCING STEEL PLACEMENT IN SPECIAL 1705.12.1 ACI 318 1.3.5 INSPECTORS ARE TO BE QUALIFIED TO PERFORM THESE REQUIRED STRUCTURAL SPECIAL INSPECTIONS MOMENT RESISTING FRAMES AND BOUNDARY AWS D t.4 X INSPECTIONS WHICH INCLUDES,BUT IS NOT LIMITED TO,THE Z ELEMENTS OF SPECIAL STRUCTURAL WALLS TABLE PLACEMENT,STIRRUPS PLACEMENT,LAP LOCATION AND SPLICES, ,,,,r{ SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME,TYPE, AND SHEAR REINFORCEMENT ACI 318 3.5.2 �yy AND DIMENSIONS,HOLE DIMENSIONS,COMPLIANCE WITH DRILL BIT INSPECTION - 1705.3 JOINT REINFORCEMENT PLACEMENT,ETC. INSPECTION OF ANCHORS INSTALLED IN 1909.1 ACI 318: X REQUIREMENTS,CLEANLINESS OF THE HOLE AND ANCHOR, FREQUENCY lei CI) HARDENED CONCRETE TABLE 1705.3 3.8.6,8.1.3,21.1.8 SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS I STRUCTURAL WOOD ADHESIVE EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT,AND TIGHTENING TORQUE REFERENCE REFERENCE I Continuous I Periodic CI Cf) Q I CONNECTIONS FOR DIAPHRAGM CHORDS, STEEL COLLECTORS,BRACING,AND SHEAR WALL X ALL CONNECTIONS VISUALLY INSPECTED W N'611 Ft 1705.3 TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5;SPACING ANCHORAGE AND HOEDOWNS REINFORCING STEEL AND PRESTRESSING 1910 4 ACI 318:3.5 X LIMITS FOR REINFORCING AC17.6 RISC 360 A3.3 4j TENDON PLACEMENT ACI 318;7.1-7.7 SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER SPACING I 1901.3.2 PROTECTION OF REINFORCEMENT PER ACI 7.7 AISC 360 N 3.2 FASTENING OF DIAPHRAGM AND SHEAR WALL IS GREATER THAN 4"ON CENTER FOR WOOD SHEAR WALLS, ASTM STANDARDS x C) REINFORCING STEEL 1705.2.2.1.2 ACI 318:3.5.2 X REFER TO STEEL FOR WELDING REQUIREMENTS MATERIAL VERIFICATION OF HIGH-STRENGTH SPECIFIED 1N X MANUFACTURER'S CERTIFIED TEST REPORTS SHEATHING WITH EDGE NAILING<4" DIAPHRAGMS,NAILING,BUILDING AND OTHER COMPONENTS 1N THEC) 1WELDING 1903.1 AWS D1.4 TABLE 1705.2.2, ITEM 2b BOLTS,NUTS,AND WASHERS CONSTRUCTION SEISMIC FORCE-RESISTING SYSTEM. 0. 1)VERIFICATION OF WELDABILITY OF - AWS D1.4 DOCUMENTS (11900 REINFORCING STEEL OTHER THAN ASTM A TABLE ACI 318: SECTION X RCSC 2.1 I TABLE 7 706 1705.2.2 3.5.2 I REQUIRED TESTING for SEISMIC RESISTANCE SPECIAL INSPECTIONS imimmi RCSC SPECIFICATION TESTING11.11.111 2)REINFORCING STEEL RESISTING FOR STRUCTURAL SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS FLEXURAL AND AXIAL FORCES IN JOINTS USING ASTM REFERENCE REFERENCE INTERMEDIATE AND SPECIAL MOMENT TABLE AWS D1.4 Continuous I Periodic FRAMES,AND BOUNDARY ELEMENTS OF 1705.2.2 ACI 318:SECTION 3.5.2 X SNUG-TIGHT JOINT HIGH-STRENGTH BOLT 1705.2.1.1 A325 OR A490 BOLTS X ALL CONNECTIONS INSPECTED AND VERIFIED SNUG SPECIAL STRUCTURAL WALLS OF INSTALLATIONSECTION 9 I CONCRETE REINFORCEMENT CONCRETE AND SHEAR REINFORCEMENT AISC 360,SECTION TEST A615 REINFORCEMENT USED TO RESIST M2.5 EARTHQUAKE INDUCED LOAD IN SPECIAL MOMENT FRAMES,SPECIAL STRUCTURAL AWS D1.4 NOT REQUIRED WHEN CERTIFIED MILL TEST REPORTS ARE 3)SHEAR REINFORCEMENT TABLE ACI 318: SECTION X WALLS,AND END COUPLING BEAMS 1705.12.1 ACI 318: 21.1.5.2 X PROVIDED 1705.2.2 3 5 2 CONNECTING STRUCTURAL WALLS IN ASTM A6 STRUCTURE ASSIGNED TO SEISMIC DESIGN AWS D1.4 ASTM STANDARDS CATEGORY B,C,D,E AND F TABLE SPECIFIED IN 4)OTHER REINFORCING STEEL ACI 318: SECTION x 1705.2.2 3.5.2 1705.2.1 CONSTRUCTION MATERIAL VERIFICATION OF STRUCTURAL 2203.1 DOCUMENTS X CERTIFIED MILL TEST REPORTS TEST A615 REINFORCEMENT FOR STEEL TABLE 1705.2 WELDABILITY WHEN SUCH REINFORCEMENT 1705.12.1 ACI 318: 3.5.2 X TABLE ACI 318: 1.3.2.0 AISC 360 N3.2 IS TO BE WELDED PLACEMENT OF CAST IN PLACE ANCHOR 1705.3 ACI 318:8.1.3X ALL BOLTS VISUALLY INSPECTED AISC 360 A3.1 TABLE 9 BOLTS 1908.5 ACI 318:21.1.8 AISC 360 M5.5 1909.1 ACI 318-APPENDIX D STRUCTURAL OBSERVATION AISC 360 N3.2 INSPECTION 1 TABLE MATERIAL VERIFICATION OF WELD FILLER TABLE 1705.2 AISC 360 A3.5 X MANUFACTURER'S CERTIFICATE OF COMPLIANCE FREQUENCY 1705.3 METALS APPLICABLE AWS A5 SYSTEM or MATERIAL IBC CODE CODE or STANDARD REMARKS DOCUMENTS REFERENCE REFERENCE Continuous Periodic ACI 318:CHAPTER 4 VERIFYING USE OF REQUIRED MIX DESIGN(S) 1904 ACI 318:5.2-5.4 X COMPLETE AND PARTIAL JOINT PENETRATION TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 PRIOR TO FIRST CONCRETE PLACEMENT AT 1904.2 GROOVE WELDS SECTION 6 PILE CAPS 1704.5 X 1910.2 MULTIPASS FILLET WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 PRIOR TO FIRST CONCRETE PLACEMENT AT 1910.3 SECTION 6 1704.5.1 X EACH ELEVATED PT SLAB SINGLE PASS FILLET WELDS GREATER THAN AWS D1.1 TABLE AC1 318:1.3.2.D 5/16" TABLE 1705.2 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 PRIOR TO COVER OF WOOD FRAMING AT CONCRETE PLACEMENT 1705.3 ACi 318:5.9-5.10 X EACH BUILDING LEVEL 1704.5.2 X PLUG AND SLOT WELDS TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 TABLE SECTION 6 CONCRETE/SHOTCRETE CURING 1705.3 ACI 318:5.11-5.13 X 1910.9.1-3 SINGLE PASS FILLET WELDS LESS THAN OR TABLE 1705.2 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 EQUAL TO 5/16" SECTION 6 S1 fkuC T /i44 VERIFICATION OF!N-SITU CONCRETE TABLE MATERIAL VERIFICATION OF REINFORCING TABLE 1705.2 ACI 318:3.5.2 X CERTIFIED MILL TEST REPORTS �t~D PROFF STRENGTH PRIOR TO STRESSING OF 1705.3 ACI 318: 6.2 X STEEL FOR WELDING 17052.2.1.2 AWS 01.4 �� G}N es,„ TENDONS IN POST-TENSIONED CONCRETE 1901.3.9 WELDING REINFORCING EXCEPT AS NOTED TABLE 1705.2 ACI 318:3.5.2 X ��• �v F,p a OTHERWISE 1705.2.2.1.2 AWS 01.4 or 654f1PE STRESSING OF TENDONS IN POST TENSIONED TABLE __... oda CONCRETE 1705.3 ACI 318:18.20.1 X AISC 360 N3.2 ,3,, ,7 1901.3.10 AISC 360 A3.4 MATERIAL VERIFICATION OF ANCHOR BOLTS ASTM STANDARDS M AND THREADED RODS SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS �O�pe 29, L_.\Cagy VERIFICATION OF 1N-SITU CONCRETE PRIOR ABLE CONSTRUCTION RYAN TO REMOVAL OF FORMS AND SHORES FROM 17 ACI 318:6.2 X ELEVATED BEAMS AND STRUCTURAL SLABS DOCUMENTS 'EXPIRES: 12-31 -2018 I 8i VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE SPECIFICATIONS g MASONRY No. Date Issue st VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS MASONRY LEVEL B INSPECTOR QUALIFICATIONS 1 06.27.18 PHASED PERMIT FOUND. Is 09.28.17 FULL PERMIT SET �' TABLE 1.19.2-LEVEL B QUALITY ASSURANCE CONTINUOUS INSPECTION IS NOT REQUIRED WHEN WELDS 0 VERIFICATION OF FM AND FRAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY INSTALLED WITH AN AUTOMATICALLY TIMED STUD WELDING EXEMPTED BY THIS CODE WELDING STUDS EXCEPT AS NOTED AISC 360 N6 OTHERWISE AWS D1.1 SECTION 7 X MACHINE PER SECTION 7 OF AWS 01.1 (ONLY PERIODIC), 1705.2(3) 3 INSPECTION ALL WELDS VISUALLY INSPECTED PER AWS D1.1 7.8.1 i REFERENCE CODE OR STANDARDi FOR CRITERIA WELDING STAIR AND RAILING SYSTEMS 1705.2(2.5) AWS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.16.9 Project Architect E WOOD v-,-r--_v� Project Designer SPECIAL INSPECTIONS APPLY TO HOLDOWN ANCHOR SIZE AND E FREQUENCY(a) PREFABRICATED WOOD SHEAR PANELS AND 1705.5 ICC EVALUATION X PLACEMENT,INCLUDING EMBEDMENT LENGTH,SPACING,AND INSPECTION TASK TMS 402/ TMS 602/ REMARKS HOEDOWN SYSTEM 1704.2.5 REPORT EDGE DISTANCE Date 6.27.2017 ACI 530/ ACI 530.1/ ASCE 5 ASCE 6 Job Number/2\ c.4 161194 s N Drawn By EA a Continuous Periodic • B y 1. VERIFY COMPLIANCE WITH THE Art. 1 5 X CheckedARL APPROVED SUBMITTALS The E. 2. AS MASONRY CONSTRUCTION BEGINS, SPECIAL INSPECTION CV VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: TABLES I- Sheet Number 2 Fe >- FSO-1 .3a.0 . . . , _ . i (A-A} B} � D) (A-E) toG) ( H A-J i � .�, �, �} , {A K} A L A M) 1. yam. 240'-2" Y ��' 1 T-0" € 28'-0" € 1 T-0" t'-11" 28'-0" € 28'-0" 2$'-0" 2$'-0" € 1$'-11" # 2$'-0" € 1T-4" 1 K E P H A R T - - -I I I i t € € € € r € € € # € € community wnurcc s planning ST 9 architecture I i I I I I 1 I I I I DENVER,� o 80205 I I I 1 I vvvrrvv keishart co I I I I I I COORDINATE WITH ARCH I I I I I I 1 1 I i ll € FOR PLACEMENT OFct I I I - STREETSCAPE STL AND REQUIRED EMBEDS I I I I I I I , • # 6 € I AT UNDERSIDE OF SLAB " 1 I l I01\ ( I 55-1• I ( le • I (NON-STRUCTURAL) I II , I w 1 {� $; €7 G'` TYP € € G` TYP 9 G% € GN € G� € 0,>, i G� G'` I G'`I.i o •0 o a a o a o 55-1. / / 1 a o x n U 1 " •n 0 ...:.--.: ...• .: 1 .-.,LA::::: ---4.-14.4- L. , , _ ___ . -- - ., : • • • tm- C------)A- . ' _ .::.... v. :. . = 98 101/2 TYP Y MILLER ® @ - I Imo I @ I I :; kr 1 CONSULTING [981- 101/2"] I Q 1 [98'- 10112"] [98'-10112"] ' [98'-10112"] # [98'-10112"] € [98`-10 112"] € [98'- 101/2"] [98'- 101/2"] [98'-101/2"] 98'- 101/2"] [98'- 10112"] ENGINEERS I �---r- r I I I I - I Ark I I I I I SUITE ONE HUNDRED BLVD.9570 SW BARBUR I € I I € 1 € 1 t I 1'-2 1/8" _ _ PORTLAND, OR 97219 1 4P, VP PO TLA ,-:-....,.... 7 > <; G • G G G I T 503.246.250 :. TYP G _..::.,,,,,,:„.„.,,:,.,,,,;,.,,,,::,.,,.,.,i,,,-;•;.:,:,;:,-.,:..:.-:a.:,::!:.:,,.-:: i_:: (A-2 - ------ ---!:': "' ..':''' 2 , 1 � ,, , > • : •:,.: ;:i in. ___... . . ..•... . } _ ,.:: 3::::..,; - ••• -- e . . . ._ 3 3 -,:f ---'-ill: 1 98 10 0 L. ,-:::„. : [98'-101/2' t .. . ( Q ',:.: O ;. �3 Q l�/ r, I" 1 € [98 - 10 1/2"] € I [98 - 10112"] i [98 -10 112"] Li:.":''-'1.:-..'"'"-:- i- [98'-10112"] ; [98'- 10 1/2"j € [98`- 10112"] [98'- 10112"] r.: cn ' 3 Lli I I I I I I I I I1 [98 - 10 vz1 [98' 1 I 2 55-1. .'4‘'... ..."'" VP € TYP -101!2 �'..� , �--.NOTE: I I I I I _ I 8"STEM WALL THIS LOCATION I ( I I = 6 FOR SUPPORT TO FU-URE € € € € € € € € € € c CMU WALL I 11.11111. II I I I f I I 1 . (24 N1' f I I t I I € 1 1 1 € 1 TYP I I I I I I I I i I " [95 -0 ll I I I I I I I 1 p TYP AT ELEVATOR 2'-0"-.�- 9'-2" / �2'-0" I Z ---1.:.,7 9 _€` I € € i 1 :s TYP 552 . :,1 G'` & GN G�fl G� G G� I PI . D S S I 1 GN I I • G (A-3' t.. [98 - 101/2' €.: .. [98'- 10 1/2"] I [9$'- 10112"] 3 3 . 'LL. 2TT 2 v f . I z 4'-0"----, ;• [98'-71/2"] 2'-0"-`,, $'-0'j $'-0" 8'-0" i 8'-0" 8'-p" ,�2'-0" I [98'- 101/2'� I [98'- 10 1/2'� I [98'- 10112"] [98'- 10112"] j98'- 101/2"] �? 908'- I i a ci) 0 2r-0w ,€ 2'-0" € I € I € <, €10 1/2"]1 P.{ �...I - . _ zi, I N I VI-Til-----, I I I I i I :7,2 �_ .., 11 �+:,€ II III €_ 1 G•• ".....,,..._ ":..,„. � '� G'� G� G� 4" 1_ = I ., :. I'r., / I ELEVATOR PIT - G� G� U I «� c I G € # / FOUNDATION TIP € C.) 111--1- {11 {{ of al 1 0 , am, cio iT.b. _ I ...it THICKNESS 24 (A34 , • 1 f-2- . 01, e E.) - . < Z ............ .. .............n.,...L.-:::-. :.::.:.. -..... .. - - H; WA:(:','.1 ,�mayy.. .:::t ® 'In - •::•,--:- ii -1"----:_1::'-i- - 1.:.-9.-.• ' -- I 2 �``� £': r I ' 1 1 r '; �' I 2 ,- .I ". 0 Q = 98 - 101/2" [98 0 /2"] 98 - 98'-101/2+ 98'-101/2"] 0 0 # ,`:s? ;'> 1, I [ J 1 i t - I t J t t J 1 1 , 71-7-------1_,..-.... ,:„:„..; ,:,, :,-,,,..,.!.: T/MAT[98'-101/2"] [981-71/2"] W-4- . , =- _ 6 [9$ - 10 1/2"] [98 - 10 112"] 1 u. �'1 W 2' cv _ r� -€ . ,�., O TH HO I I ( [9$'-101/2"] I I I •- € = 4 I t 3 ENTIRE,MAT AS t € i 1 i € . ...,..:: ,.:. . :.......,.._ . i ',55-1. w (...) c1' • • •• • ti SHOW _a MAT FOUNDATION �' 55-1. Y' I I I ( ( ( I "I I c� . . , ._ ,_ '''' Q r9 & _ THICKNESS=32" € t # W-4 I € € I NOTE: G G € € I 1 Eth Za in Eo 2 I I I STEP IN MAT FDN TO BE I I t Q Q e c� :� € I I .F =. '7,-- : - .I € 1 I FLUSH W/STEM WALL t " t ,_ w I € i [ 6 101/2 ] MA FO ON ..... ' 2'0) I ; TH CKNESS 36t Ir -' g _ I O O - $-p -0 l W-1 i _r _. . 8 2_02'0 0 i p ,.---2 t w 4r pw r v Q ... ....., ::..,,. _,.._. • 11=111111111 } - ---„-.,.!:,!:::--:--.:„ 7 T/MAT[9$`-10112"] I I I I 2r_0" co I I (.9 o0 I 1 l I i I I �y CV 1 Gt TYP THROUGHOUT G ih ----- I I I � L G.:::, .....__..._1 MAT FOUNDATION . . .:_ „:...--i-.. /..,-.,-,.=.,,,,,, ,: MAT FOUNDATION O CP-r'''''' _ # i THICKNESS=32" 1 t # ENTIRE MAT AS 1 t.1,-..„:,.......:..-.7,..,-,..-,.-„, 1, _ - ,.>: . ,., - 7? O THIGKNESS-32 ° �: � � - THICKNESS 36Fill SHOWNv «, 1 i - A5 -I- I 1=-S� v _ .. .: 1 � 101/ - xt r... . € .,,. 982 ..... .. -._ - ,.,. : -_-- O , t € I , J # . 3 , Q _ s( .. '' - -T-' ' . ' [98'-101!2"] I I I I :I [98'-�10 1/2"j Esi € cV I ® t € 1 t 1 A� t # t �` 1U b T/MAT[9$'-10112"l # I I I I I I _ N € € I I T/MAT[96'-101/2"] EN, [ ; 6 I I I I I I I € I I 1 I t 55-1 1 I i ,' : . ,:'€ • .` � I I II I I I - - • • - W2 i I I I I I I m 1;. I co I #: , -1 I I I I I I I gair I ► i € I I € € t I 1 € k' { IG� G� G~ G• 2 3 • G� .:.;-. - - - - -7.7.--..:,;::,F.:,i.-i!.::-.:....:::-....,::.E:,.''..'...i..:::.-::::::: :':,''''.'.,''''..:;...:,'.''''. r rr (i-k4 9 ..;•,L:::::•:••••:....:::•,',.L..i..,,,,•,L,.,-_-....,.._ ,.:.;-_,..::: _ _c0 , zip, I I I it•.:--48;•--4.yft''''...::;•:' - _ - ---I_ _ _- __ ____I - - :,:-:-.:-,- ..':-/.,...,,, , :',‘,....I. _ .. 9T-101/2"l I r co I [9T- 10 1/2"] 1 [9T-101/2"] i [9T- 101/2' 1 I [97 - 101/2"] 1 t t [95 -1 �/2� € 13'-11" I I I I I I I _ W- q I c tsi [98'-10 1/7]I ON tai ill y _ I I 1 I I ! I € iio I I 1 55-1. _ A7 , SIM. SIM. i I I I I I I 1'_11" /() I +o I 4'- Q [95'- 101/2 , [95'- 10 1/2"] 11 t [95'-101/2"] 95'- 101/2"] RtJCT R "] 55-1. �p PROF- I I I I I I I I I 'i I .�� Opt- 12 1 i �co� xx �654iNPE� /p 55-1.TYP .!. En (X-4. - - _ �_ v= 6, G G € G T/GRADE BEAM TO ALIGN Z? I ..,G,....._\...,c0A,P:IF I I • W/T/PILE CAP,TIP I 1'-0"- 1'-9" RYA N L (A3 ':::.:J.:.' - - - -- - - - - -ro � - - - -- - - - - - - - - -- - - '�,�, - ►� - - - - - - - -!,� - - - -- - -€- ►�- - - - - - !EXPIRES: 12-31 -2018_ CO Q • G ,,,� G G G .� I I I ,�\ ;7 € [96'- 101/2' i [96'- 101/2"] € [96'- 101/2"] € I [96'- 10 112' t € € t El _I' No. Date Issue a� - _ _- _ 1 06 27.18 PHASED PERMIT FOUND. �� 2 0928.1 FULL PERMIT SET g I € € t t € 1 I C) 12 'i '` 2 2 I 94'- 10 112 - 10 1/2"] ; . ,::\ ( [ '7 1,-0" 1 [94'- 101/2"]• [94 -10112"] 2' TIP III m NOTES KEYNOTES # Project Architect 1, W INDICATES CONC SHEAR WALL ( #8 AT 12"OC TOP AND BOT OF MAT i U o TYPE PERI 1FS3-1.1 AND 2/FS3-1.1 �.J FOUNDATION-3"CLR FROM BOT AND 1 1/2" 1Q Project Designer irt? plitpayottattaingeMOMMIONamo ts•e/�i;'y.><,:+ •m:Y'.«. - r>u> - C W CLR FROMTOP -v.:�:,.�.v,,. , , :�-yry}7I' plageOtleti*-• :'` .Y, azo-:-a-�ii ar2. INDICATES PILE CAP TYPE PER 2/FS5-1.1i.:,k r -gym - - .=.�-a>;3:::f:. =:,:<. < ;.. . .:: :::. .,., _:--_x :::_:.. ;,..- ;:»'> Date(8 #$TOPANDBOT 3 CLRFROM BOT AND .......�� , .,:.;:;:.�.::..... .n,..:. ...�<_,.<:r:::xsx__.:::;;>;>_: .: :::,:;.:.:>:.::::,�,;:::r>=��-,::.»��:. ;'<ai. >.' >..,.::«.:.-:.,:.,.N;:', C.. ,::-arF^>§"X.�>.:v. ,:./...n•-> ->�<n.. :.::..::.:.: ..,,, 6.27.2017 2 W,::a>:,::q;::<x:,a• c `v, :v,ry;:. -G2Y, •:.SrC..<:.p.:a:,.;;:.;:.>:;I:::T ;'{fx{,.-:r-:.vs`y:; 3. C# INDICATES CONCRETE COLUMN - T,-;: •�.�4<r ..�.,:.....�.;;.,,..,..�::.::;::::n:..a .'�r:: :<:::�:<,.:}:<5�.>:>x::_w:;:�:�� _ �:> ;�5. :.��: <„..�';::..<�<�,> :n�..>" ,nix>-:a,.�n, 1 1 CLR FROM T P �" ' '� Ysn q ,..t5.6' p ,.:.9.;' a. r `Wn,Y..: :#:.? .,5{r rx?t:�:i ,r y,S TYPE PER 1 S 1.2 AND2/FS5-1.2 ?iJ 3:;?<f.0. x.»':::� _gzcE,n. :>-"i,-R:- n::ts: ;x."i.:��=-= N r.la< ,. .;r � :,. : ;., Job Number #8 AT 16 OC EW TOP AND BOT-3 CLR ''s°' CC AA ..,.. 161194 EA 3H.- a', n 4. [ 'XX"] INDICATES TOP OF PILE CAP OR FROM BOT AND 1 112"CLR FROM TOP >H' :yf ;:moi: a N FOOTING 00 GL:,. X::�.. :.�tg �i::�:; '�i-!'.. :>r{, 'SL45`<;:<A ^:'r4.-:ate #8 CONC WALL W/#5 AT 16 OC EW t !i`a ... �:, r.:> Drawn B ix`.;;;;:,3„<. ^:=ii' ..x"/'•%y� kw+ X., `-:2;. f;:' tyai t:ae, By T:G:,--.:L:,,... n`L<.':p : -`:;: .W.: .i'`.%.MCL`<.. .M f,::..3:::5>,..:"fid:{.a:.ff>'.',Y: ':.;y, ;v .:nY;#.<ll>>T::�i, .E :.!> i fia l >rwa`i,vi.�lii"$" �. 5. INDICATES AUGER CAST IN PLACE PILE > 0 z >.. « ,dr: '-sF jai'`' _ CENTERED ��`�,,:�;�." .�;;��. �� <� K�.,,.,,,�:��=<.�:,�:;€ x TYPE A PERS/FS5-1.1 -;.< <<.t, ;::_•:.�<: •1r ,':4 ::<.. r: •€ U :,;.n, ..5 ::<r: <.;:»',; ,< ,t 14---w %, tz-.i I Q Checked By 6. • INDICATES AUGER CAST IN PLACE PILE 5 SUMP PIT PER 1/FS5-1.3 5 '" `rKx <` ' 5 "V <>��'' �- ,y°C�',:Qf., `3..<,..'�w ; .x; 1044.131111 ,� :,.. rya f: /'.'�,':y,Y.• - TYPE B PER 3/F 1.1 S5- :igilivant::jo M R x 3. .>v., T' e r - .:.�._�>:h<>t:;;>`<::::��' ;:y✓`:::2y,�caT.�: a:.�''AN. : i#t 'C F 6 •Y'{.'y�9'w.\vy?s`:4:'E,':>:-:'.i.::k:::zy.:t3,siv;�i".:yi - - .1�--<.'Y�` 7. 3 INDICATES FTG STEP PER 5/ S5-1.2 SUMP PIT PER 2/FS5-1.3 x wua\".v.£SY'}'-i:~:i.,:�_:'i'>>u#9.�:y:. '''�.'v-'; °:J_:s.':.''Y,:�. ::=t:l tO::_> .;w-w � BUILDING A FOUNDATION �n»:?;>.-.:::::::::;z-:>':ysr:?a. ,.r.::_:_,.:;a:v::>:.�'..?;��::�,ten ,rfi-xi l :",`fi3:::f eg -AR :s: • PLAN AREA 1 - :+xsnx; �:3�n `Y y.: � PLAN AREA 141 Kie 0_ Sheet Number Ur FBUIILDING A FOUNDATION - % f } ,w %� KEY PLAN 104 FS1 1 .QA iMi U', ,-� KE P HART • IA-M) A M"5 (A-N) community planning `. �, \ 60'-8 \--71-/ architecture _ 2555 WALNUT STREET 29'-11 1/8" 30'-8 7/8" DENVER,COLORADO 80205 _ 1 www.kephazt.com 7 (r at U. • I V1 IS "..---.N\ ;t Lc" _4:<_)1.-1-1 _ _ _ _ _ _ _1_ ___ _ _ __ _ _ __ (i::\;_ji „ I 4 "�( to MILLER �S5-1.J. J C.;\ T CONSULTING Ire GM 1 GM - 4111, 1M44 In 9570 R BLVD. r 21/8" �° 9 '_ 1 1 [98'-101/21 SUITE ONE HUNDRED 1 -{- [ $ 0 i 43 PORTLAND, OR 97219 . ( 0 A ; 1 ti T 503.246.1250 3 (p�_2 -7-e; zl. OHO - - - - - - - - - -- - --- --- - _ — _ - --T- - _ - - - _ co AI i I 55-1. I I G; 8" 1 N M 1 '- I °' /1 0 ■� r. /'Th. 1 'I �� - i-- - ---- - - -- - ,r,fr- - - - - -A-2"3 1 0 0 [98'- 101/2"1 .. -, _ _ 1 .. [98'-101/2"] CO) N N 1 1�� ' M O 1 I 5'-3 1/2" Izo1.11.1111 1f G\ 1 " Z 0 I G�. - 0- - - - - - 0r2 - - - _ A -2"9 h I �' , i.■1 O N /—'� [98'-101/2"1 [98'-10112"1 `v C/� (q_3 - — 1- - - - -- - - - - - - - -- - - - - - , - -ll•- - - - - L. 7 T 1 I 9iii 2ir--+ 1 54-2.2 1 1 [98'-8"] 1.11111111f....{ 7 = = I -+ H � o 1 � � T- I 18"THICK FTG W/ s4-2.1 j 9Cle I #5 AT 12"OC EW - N `� "� TOP AND BOT--`.,,,� 99'-0" o cv 404 C.) ��/) I I I (4 . , I )""e 4. (.,„ .,,, 0 I_ ..„- CD 0 F1 IiglZ f. L_ `� r� ci pi., cio I 8'-6" ,R" tl� d ro LO 'Oa I a 'lit 1 _ (ID OQ S S . („4 im- 3:� I I • a • E CV N 5 N N L S3-1. TYP • • [96'-6"] l 7 (4 • • [96'-6"1 c0 CQ IFICIFF TYP [96'-6"] — - --- * - -- - --OE 0 =1 - - - - -1 - - —F-1, - - ---p- -.. - - - r - - - - - - - -- - (A-37 S,tFtUCT ,,,q to cr 65411 PE . - — ' �-- - - - - - - - - - - -- - - - - - - - - - - - .,—_— _ r.. _ . _ - - - - - - - - - -- - (A-8• 1 y ORE IN f `co c� °'F' /e 29 • V•; +n �Y RYAN `�\ — _ _ __ _ —_ — _ - - _ _ _ - - - - - - - - -- - - _— _ -- _ - - _ _ — _ _ — _ ____'ll — (A-9 'EXPIRES: 12-31 -2018 -1 rt A-1 si - - -- — - — - - - - --A-10 No. Date Issue 1 06.27.18 PHASED PERMIT FOUND. \_...., 2 0928.17 FULL PERMIT SET Q' \_...., 2 it a a `m co i m LL! Z c I Project Architect £ NOTES 7 1 yy INDICATES CONC SHEAR WALL ,IProject Designer JI 'TYPE PER 1/FS3-1.1 AND r T I ., ,N :: . Date - 2. Q INDICATES PILE CAP TYPE PER 2/FS5-1.1 : :. . 6.27.2017 AREA 2 N 3. C# INDICATES CONCRETE COLUMN AREA I I °N 3 >' ,i=ll Job Number TYPE PER 1 F FS5-1.2 AND 2/FS5-1.2 L .1 ::z :.,.;<,;: ., >x, 161194 cii 4. [XX-XX1 INDICATES TOP OF PILE CAP OR i Drawn By EA m FOOTING ELEVATION I I 5. O INDICATES AUGER CAST IN PLACE PILE I i- TYPE A PER 3/FS5-1.1 1 Checked By ARL 6. • INDICATES AUGER CAST IN PLACE PILE Title o TYPE B PER 3/FS5-1.1 BUILIDNG A FOUNDATION N 7. 3 5 INDICATES FTG STEP PER 5/FS5-1.2 PLAN -AREA 2 I- Sheet Number = BUILDING A FOUNDATION PLAN — AREA 2 % KEY PLAN 4,,, ti ii 4 F51-1.0B I 1/$"=1'-0" � Fsi _ia0B - --- -- . . ... /..."--\• ,,,,..---....1/4 ,./..---..N. (A-A) (A-B) (A-C) (A-D)(A-E) (i,\:..-F)F, (A-G) (A-H) ‘4 (A-K) (A3 IA_NA) ./ \-,./ -...--/ N.-./ `,...„../ ‘.. ./ T 2401-2" J KEPHART , - 1I1 , 174r 28'-0" 1r-o. i'-11",/ 28'-0" I 28'-0" 28'-0" 28%0" 18'-1? 28'-0" 17'-4 I community planning I " 1 _ _ -"I- -.1 -I- I i . - - 2555asvrcANitvit,usiREErre i 1I I I I I 1 DENVER,COLORADO 80205 I I 1I I I www.kephattcora I I I 1 i 1 1 I I 1 I - 1 PLACEMENT I,COORDINATE WITH OF CH 1 I I ca CFOOROT- 1 1i 1 a , I I STREETSCAPE STL in AND REQUIRED EMBEDS I I I i u_ at AT UNDERSIDE OF SLAB 1 a a a a a I AI I or I I I (NON-STRUCTURAL) I I I I'' 10 /---., I I TV' I 1 I e_ a . 0 „ I O a O 0 a . , „ .. a r, . 1 0 a oth. a a _ --i-L-_(- )-_- --)-4_1 _ LTHIII , _ 1---ii (.1 .1... ..<__ _ ___ ____ __ _ _ _ _ _ _ _ _ _ _ [ - _ _ _ 1 _ 2- -1--( --) 1 (-) 1 - MILLER ...... _12 I n m 1_ _1_ _1_ • - (-)-k_ I . CONSULTING _ .....I___ _J L_ _1_ _J L_ _I_ _J < I I . Il; FS1)-'1. i I 11 11 (-8- < 1 < ENGINEERS 1 ' \Q5_,/-1. < 1 1 9570 SW BARBUR BLVD. II - . l 1 1 < 1 < • . , SUITE ONE HUNDRED I I I I I < I i f_. - _ _ . , I 1 1 1 1 1 .. . I , PORTLAND, OR 97219 S5-1. I 1 VP 1 I T - 503.246.1250 /- -\ J--I-\ (-----1-- /- -\ n -\ n- -\ r- -, n -N < 1 --i': TYP < 1•x (I) 1 ! (i) c) \ , (4,1) \ / , • \ . / (I , ' XIAAA A ' Ai AxA.K.A.PcAnAnn•,,,,,---x E: _ _t_ - ....... ___v_ i_ f I - -A--( ) ( ) .. - ---(- . .•,. - -- - - - _I_ _1 t__ I-I- _1 LI___ _I_ __I t_ _I_ _J I_ _I_ _I L_ -I- _J L__ -I- -J : L_ I I 1 ; ; aa S** I 1 I I I I II I 1 I I 1 I 1 . • • I _ - - I I I < < I I i, < I CO I I ,-----'-'--- I 1 < I . , , < . t 'e? I I / I < 1 I I I / I < I I I a , _____ 20..... TYP .I I I I 11111111111111111= 1 < < 1 111111. .I ill I P4 < i I I -......._______ 0 I ‘. -II • 1 I Z CD 1 I " ,1 f I r",:l I I 1---_ _ _ _ 1.11 cf) . . -..-._ ,,, ....I ,. ...1 III L---_t -- 1_+_, Lt.] i_ _1_ __I L_ _I_ _J i I_ _I_ _1 L._+__I L+....J ... limingw4 C.) i! g F I II a 1 1 I I I 1 I LE111 11.=14 I 0 1,..: 1 1 _ 1 Ow .,,i .....\\4. ...1 i .. I 4 ', I (1,: ::„ .1, ,-.......„.. Aik --- I 1-4 11 Imilir I , 1 I , I A r 1 - 3 1 ....... A . I C') I r) _ (,...) - (f) A i e-, , , I--1 rii r--I---1 I L._(_( .. ..;<<<, ,..lizi- ( )...._)„ '"ClT 1 ._, ...., i (a) \ , l's a 1 I 01111 -‘ I ....... 1 I '. I Ei I im C/D I -- 1 1 _ I I 0: I (..,. 1 I i i_ Lpi. ,f____ 0 en _ _ _ 1{.._p:1 _ _ - IN - ' - I d:.j_ _ - _ _r____ 1 _ ____ _ _ __ _ _ i,,,,,,,,,.,,,z,z,:_,,,,z,,, __ ( ) ( ) -----,,,,,,,,,--,,,-,,,,,,,,,,,,,,,,,,,,,f,Q0,,,:,:::m-mtt:, I L-1-1 I I I L.) (..)-1- , 1 ';'',,'": I ---1-- ----1 - - - - -ri ----)E1-0 ( ) ( ) C) L 1 L _ _ _J 1 i L11_1 < X - 1 t§- P I ,..,.- . Is,.. -, 13 8 I 1....,,' „ ,i'z: P I IL kli,X 4 %V L.T.: , I II I I ... ..... , I „.., 0 cPs;#1 cl) TYP ' I 1 I 0 C) 1 4 _. ,i,:. 1 .. ,.,., - . UJ CD 1 < I - ii?j_ I S5-1. I 1 1 5. i WO I 8 W I I . 15 il a E1 1 to.-a . • S51. 1 4.-., t 1:"... iii _ ragnmill !:'.W 6 ' .. • 1 151.- to i z4 .-,.:,: i 0 4) 1 i - . I 1(14 0 I I _ . to S5-1. i I .4- C•1 a 1 I 1::.) k...) '-- 1 .: . 4 I I I I I I ,1 I I < C) . E. I 1 • II • i-1 1 a 1 0 •.::. , . II 1 ,.:.•‘,...xxxxxxxxxxxxxxxxx.x..,,,,,,xkxixx 1I I I ,,, ,.., •.,, 1 _ < p . I 1 (...-) i,:: 1 --- ,,.., , I Isj a ,I• , 1 1 \ 0 11 I . r _ I 1 I i T 1- -1- . A r ---1. ..... --- . ..._, i...... .,._... _. .._. , . ...... .... of f . . ...,_,, ,----s, 1 , ....... --1 1 .,. ij .._, ..... ' I ts!: - - s] _1_4_ -1_ - --- - - -- - - - - - - - -I- - - I 4, * .... I ‘k: I --. ki 4 1 .-:i j I itai :.Q.5mazwastammognmikumismvseEl I --: I I ) I --, . .., : L' - .., 0 !': :_) 1 - ( I ( 1 ( -, ...._, 4 ) HO 0tz 1 _ 1 L7--__I- -- . . 1._. _ _ __I 0,_ i - 1 . ,_, . . . -, ._. . ., , 1 _ 01 1H. I •...., •...... 4 li90. 1c-'1 1 0 g, 1: i 1 I I 0 ,I , I ',•.,' I Zi/ I I 8 III 1::) il! 0 ..._, ',11 S5-1. • I ommimmaiu mo,:tm.smouRA::ttw.:i.ww:makgammeme.,4 1 V I t 0,, 0111 _,,, _. -rr) i I :," ,3„, :,:„„: 1 1 tr I tl .,- I ,. - 21 1.;. Z:f- I . m: I i1 g - - • ., I k 11: 0 a 0 0 0 Pi 'I.., ea l';6.1 11.,,,,, t 1 I I ETil 4 I - I I I 1.11 .. 1-6t -,L I 1- [' I I I.6 1 1-..71- -41 g l 0 , 1 1 I ........ , 1:71'r. 01 1 ,ri 1 1_ F xxxxxxxxfxxxx_ I j I I I I L 0 1 0 1 ,,I 0 0 , , _: I I I • L'Ll- I (i) 0 1 L _i- ..... L ....4- ' 1 1 I 1 1T '_, -,-, 1 ti L ( - zy 1 I a I ,,x I II - I I I I1 1 H AA I K I 13 riz , 1--- , - , S5-1, • : (A-7 - ----' ------ ---- - - -1 - -1 1 z-,:;-1 ,....,-..a.---•-- - 4i...-,.-.6-a..."...,..iii , !91 I . 1 : 1 I TiliF .\-x- , I . : ,‘ cy, c..., 4,, , 654.1PE 1 I I C I I ORE •N PIP' 1 1 < I -I- _k_ _ __ _ __ _ ___ __ _ ___ ___ ___ __I__ _ _ _ __ - --I- - -- ---- - -- - -- - - -.5' I I I 0t7:03 - - ', - _.,--,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,""413_ --°›`'4'a" ): I 1 74: i t I ---- I 1 I es" (-- I .i( 9 9 1 1IDEXPateRES: 12 Issue •S, t i ___A-9 - --L--- -- - --- 14 ), h I 1 .. . 8 I I No,0 0 1 0627.18 PHASED PERMIT FOUND. 1 I I rn_u_i 1 2 09.28.17 FULL PERMIT SET > _ ._ I I I I I I I I 1 $- 3 i z,Ft UJ 35 Z 1 NOTES: KEYNOTES .1-1 Project Architect 11 = A 1. SEE ARCH PLANS FOR FLOOR SLOPES :. D T/SLAB ELEV.Tis NS CD 8"CONC SLAB ON GRADE W/#5 AT 16"OC EW II0- Project Designer -6 - 2. '4.&&& • INDICATES NON-BEARING CMU WALL SEE S6-1.1 FOR TYPICAL DETAILS PLACED AT 2 1/2"CLEAR FROM TOP OF SLAB. 1 < w -t- SOG ACTS AS A HORIZONTAL TIE BETWEEN ininaginititantilaSIPIXTPTAV:ItikraarlI s PILE CAPS AND IS PART OF THE SEISMIC ..ob LOFT ROOF toggotoopoowwfavrow*Kg..------ -/2-A-4,.....e.w-.40 -Ari-4,1,-444:wi Date 6.27.2017 0 2 SalgfdgtVagtgNaNgOgg;*C4 .:''''a-'I;'''''" :4-6*T"It:vd AREA 2 FORCE RESISTING SYSTEM.SAW CUTS ARE I .,; ROOF/LOFT FLOOR mossulonotsr:Ilitv:::Q;•. ..644.4,..i.4..i,4,11.TOM NOT PERMITTED W/OUT APPROVAL FROM 61 THE EOR I - FIFTH FLOOR Ifit1111011111111146JREA 1 two460*,214,4c.4.,i.** ,.,.,„•-•".„.„zokkatioo,„,60.,...„,,: Job Number 161194 0 PROVIDE(2)ROWS#5 SLAB DOWELS AT 16" 1 .4!! FOUTH FLOOR 0,5004:40,401;:commiiwt. , ,.,..„r .. ..!,,,ge,..,,,,repfr..44,itnswiff:.- Y.A.Att,t.:4• w eitAmostammarimr,,,734cr,..:.:*•.„.„,„*,,,,,,a4,,4,3,,,,,.i,44,40,:,,„, 2 tommougegmuseism.::mogoow,,u4,,4.0/4:,.iam.p40:00,-mole 1 - .00,0.4:6,,,,,,,,,,w.a..„m,:,,, _1 Drawn By a cs, EA it . OC PER 5/FS5-1.1 .$ THIRD FLOOR vo0oggpoyett,:ziimsimaip.tizrAgili. sa,,,s.,,,m,„&t, ,,,t,4,,,400]&tammttntm.t-,,:,,,:i ,,,,,,,A, ...<0,,,,,00.,,,,,wvA..Ktattoital-2.;,:miitgAgAokmmumt,,,A,,miws",-- -1-4-..-"::-.":4-":::-:---4=-------':;--;-1 <-",4,:w0o.,-.107P-..Z-5g-s:-,:'::::'::'-'---"-'---n------ ' ' -------- -'''''''inSIMPIPPMONA- I ,.,0..,...OvrAPv-,,IwV-,' -:,, Ct PROVIDE(3)ROWS#5 SLAB DOWELS AT 32" . 2.,,..4*,AN.,,04.,,z004 min*V40415fik,,gt a f...). OC PER 5/FS5-1.1 t SECOND FLOOR 118,11,11,6§6101 romorliSafiri 112423:012A3WW Checked By ARL glESAIONSteft; 0 PROVIDE#5 SLAB DOWELS AT 32"OC EW AREA OF WORK -----Iiiiimmisim$ 161,61Te4..AwZglag: ARtmtwoon.v.ogv.-11 Im-..,,,v,..-7,,,,,,,,yrtm,-5104 ame4t4:4v,:igwkAt----.4,Ki Title t-- .i- PER 5/FS5-1.1 FIRST FLOOR manatattotwat mimAiz.k.040.mm titkomo41,tp:•., -.a.*:.,4 tat,-4,4:,,,,Ktttw4K,ssa,v-,o---, BUILDING A LEVEL 1 CD Cs4 6:00.'4 ..iiiK.4i.9,2 10-41M1160"0. tt:WW:k.*.,‘P•47,k!,ka fMagigrailat SLAB PLAN -AREA 1 :f-N,,oh.go*Atopbm Winfatowat I- 0:10:,:txriww,:,:,„:0,0. ,vittriwoot I Y, A.,..•,y,., .=)-"'.1::40ix , 0,M0°'"'"?latila:4-:Ji::- Sheet Number BUILDING A FIRST LEVEL SLAB PLAN - AREA 1 1,%/te.: FS1-1.1A I 1/8"=11-0" 1 ,„ ..,.. 4P'e %.',(0j, , Fe ,... . . . . . _ - . . .. . ... . ,• , • ... _1 • it= ,,....� ,., KEPHART A-M) Pk-6$0.1-5 ;(v} community planning i- l 2555 architecture WALNUT ET 29'-11 1/8" 'j 30'-8 7/8" DENVER,COLORADO 80205 - - ww 1 «,xepn�� . ##I , I 1 y,. I , a"a 4'-2" ,2" • if).i le 111 (A.31 , u : ! : — MILLER h-I 2 ! 8 • fb CONSULTING S5-1. I -041 ...I TYP , Ii • ao ENGINEERS 111" —_ _ _ _ _ _ _ — d: _ —A-1 .5 9570 SW BARBUR BLVD. - A _ SUITE ONE HUNDRED I F to No PORTLAND, OR 97219 3' w:: I i T 503.246.1250 Ii I 1 St d :1-117: to Iz > i I., , TYP -v-` 115i 4 .1, i 1 , el j, �� , B. ... , —A-2.3 111111Millrillif 1 I 1. ,,1101$11111P 3I I Ci) . Zo 01 • I 1111111111. I ..._.....__........_-....._............... m a I — r Z 0 I/ { I t . i 111...... - - —- —1- —A-2.9 DJ cip p lii t ;LI (A".3 .-- -- -1- -1 -6 ..., - - - - _ — _ - - -_— _ — — — — - - _ Mw s - -- MF--� l... a � ' - _= 1 • F—� 1 7 i A ,„..,____.,:::vi: :: L 4, „„,..,\„„, • i I , -.-k . w E..4 -„ c 1--i <IC - W . Cu II. 0.... e . .. . .•.:_.___.,,....,, : i_ OQ! - I< • • . . . . __ __ . CI Cf) C=) I .2 x ! WC� `� N O zo 2 ! N ^ O O CO(ID — ..illiM 1\77777777 111.11111.1I ' - -M:l' :-L — _ ----— _ — -_ - --- — _ —__ _ _ _ ---- _ --- ---_- - ---- — .,:-.....,..7,- - ----(A.Z) :r .w N t i 7 - - - - (A3 fy r 1 s t: i s .UcTtJ 1 �� PROp�ss 444 Q 65441 PE . -"--- .0111.9'- r y SORE ON ..,/,..1r�O3 e29;. `-- ct obt, RYAN \' 'EXPIRES: 12-31 -2018 t No. Date Issue , 1 06.27.18 PHASED PERMIT FOUND. ^ 17 2 09.28.17 FULL PERMIT SET 13I BUILDING A FIRST LEVEL SLAB PLAN-AREA 2 1 m FSI-1.1B I 1/8"=1'-O" in Z Project Architect 1 I KEYNOTES LOFT ROOF I U NOTES: I Project Designer t CD 8"CONC SLAB ON GRADE W/#5 AT 16"OC EW I ROOF/LOFT FLOOR I `[ 1. SEE ARCH PLANS FOR FLOOR SLOPES ND TISLAB ELEVATI•NS L�.JJ PLACED AT 21/2"CLEAR FROM TOP OF SLAB. r ::<-; Date 2. INDICATES NON-BEARING CMU WALL SEE S6-1.1 FOR TYPICAL DETAILS SOG ACTS AS A HORIZONTAL TIE BETWEEN i FIFTH FLOOR "s 6.27.2017 PILE CAPS AND IS PART OF THE SEISMIC FOUTH FLOOR II K;',.. >.:� �A. 11 FORCE RESISTING SYSTEM.SAW CUTS ARE " REA 2 f Job Number04 2 I rmmow 161194 - , NOT PERMITTED W/OUT APPROVAL FROM AREA . .. - .4A THE EOR THIRD FLOOR ' I`W n PROVIDE(2)ROWS#5 SLAB DOWELS AT 16" SECOND FLOOR I Drawn By EA OC PER 5/FS5-1.1 IxAREA OF WORK FIRST FLOOR I F Checked By ARL (� PROVIDE(3)ROWS#5 SLAB DOWELS AT 32" I < CD :1 OC PER 5/FS5-1.1 Title r �, J PROVIDE#5 SLAB DOWELS AT 32"OC EW BUILDING A LEVEL 1 N • PER 5/FS5-1.1 SLAB PLAN -AREA 2 ,- Sheet Number 0 CC - -WIt% KEY PLA ,(6.-.) . N f, ,. ,, ;yip FS 1 -1 . 1 B (B-D)„,,.:",:„,: , ......„,----;-'.' 0 -- ---- ' --'---- - - 2"."...•..„.„„.„....„....., -„, . _„,,,... ...„ .„ _ _ _S-5-81. -TY-P- - -. iii: LI? _ KEPHART community planning "----\ ,-----N • . ' ,„..,;(_,.i.Bi..i..,:.,.E,!,-H.,...)..,...„, B-J . DENvER,255wwwsawrCcoALNuThlitepLoehadCRADotUsrre (B-A) (B-B) (B-C) (B-E) (B-F) (B-G) N___ ,............., ' ___.”, 1Q-_-:1):or 80205 T246'-3" 19'.-11- 27.-2" 17'-4" 28'-0" 18'-0" 2T-2" I - - 2T-2" 27'-2" ,COORDINATE WITH ARCH FOR PLACEMENT OF / STREETSCAPE STL 27'-2" al ..,.._..,..,.....: _liu,,,....,..„., _ ._. . . 1/.." AND REQUIRED EMBEDS 6%0' 6.-0- r,---2'-0" 1 lia AT UNDERSIDE OF SLAB I I 8 .----s---41/-"--...:-: , : ,...- .t,..27,..,',--_.".L. -'.1..-:„....„ -‘'F.,1-::-:"... 4512(-:: -111().; --- , (1 2'-0"--- 6'-0" _ _ ,6'-:",:. 1 0/ S5-1. TYP N (NON-STRIJCTURA L) DI X ....:,..,0,,„ ...:,..._,,_........_.:,,,...:..,..:.,___.i ... .40_,.,,...._._,.,..,,,,,:,_•••:,_.....,..„:.,...,,,,.:,.....,..,„.... .,._.,,,_.,: ,.,,,,..,,,i, ":„_...,•,:,,_,,,,,,...,:_,...„.„,..„...,,,:.:.:.,.:,-,,,_: , _ ...._ , , .4. / Q:331 MILLER o, _:•,:.,_,,.,._...„,,,.,„,„„:,,„.•:::!:::,&:-..-,,,,:::4,E,-.-• ,::::,•,• ::•,,,,:::,:::::!.,Ef.::::::::,::::,,!:..:.:.:.,,,?„..E.c ::-...p---:,:,--- .: .- ,•?-.... „ ::: ,....7--:,,•,,_,,,,,,,,s, 0 0 II & I0N 10 7' . 0 7 . . 0 . - / " _ ... .. .,,. _: ., .. . . _.,.......... ......„_=.. ___.,..._, , __:„. ,..„.,..,_ .,,,,.:. ,, _ _ .,.,......,. . . . - „ , • „,. ,. ..___.._ 7 ' ..."--': ::''..417::t'--:::.';'-'• . : -2-1-:. -.. - -' ' --: .--' . 1 '. ..:t.:.)407j1 "- .' . .,,..,_,..„,_ ........ /*---"\ ,,:.... -...-k. -, -.. ,,,--, ,, ..-:„.,, ' . ..., ..,:,,,:d _ - -a"- - -- I .,:::,..,,:!i:,;i!!;Wi ,.,..--,-,- - ,- ------ - - 14,11-0.:-11 - - -- ---it ,- - , zi_::::,:, ,,..!,r, ;:,:. . ' . '-': ' ' f'''. _u_-__:: , - — - - -._-!-:;,::::!!7:..:;;:_,.:___ 1 4 -! . i 1 z? 77,. 7„,. .,-..:: , _„„.• . ::::;..:„.„:::.,..•;.,...::.:,:•,.., ._ „::::::;:...„:„.:: :,,,i.::!,:: _:• ::_,..:„:::.:::.,:„..:._•,.:_m.: ,.;,:v. !,i5, ,3.;z., .... _.,.. •,,,,,,.......„, .... ..„.. ,,,,,,,,„,...,..,„ ,.„.....,,.......... . „•„:,,....,..,_. ... :::::„_-,:„,: _:„:-:.,,,....,:.::: :::: ,;._f,:, E0 c). 1 1 4 -,_ ii. . 198'-10 1/2"j TYP 1,..,7,_....,:-.:_.,,,: ::i.:,....-._,i.......,,,,,...,,,,,......,...,.,....,,_ I I [98'-10 1/21 ,....,..„...„„.„........,..,. ...., ... _ . .. _, ... __.. . _ ____:,,,, ...„.,.,.: ,,,,,..,_._.,„., T.7 No [98'-10 1/21 I [98'-10 1/21 [98'- 10 1/2"j I [98'- 10 1/21 Iti [98'- 10 1/21 [98'- 10 1/21 I [98'- 10 1/21 [98'-10 1/2"j [98'- 10 1/21 ':.'277,,,,.:.i.s,__:.„._,,,..,;._.,,_...,.,,_..,:..,_„...._ii....,....,....,..4_ ,._-..:.,,,;,.!:,:i.„...,..:E.,:.,..,:..,:,::].:„:i...,..:...::::,,:,.:-,,,,...:_:..F.),,,....:..:.....,.:_....,:..,.E:..,.,, ,,.:,.,..,...;...,.::_._:.:;,.,..:,,,-,:.,,_i:,....,. ..,,..,,.,,,,-..,...ii.,.:_,..{:,r...1..::,,.:.,;',.:!:.,::,:..,,,,',,.,„:,`,,.,....,.,,•.,:•'.,•....•:.,:..,...._,::..........._.:.,:..,,,.....,..,,,;:i....,..,:,,,,,..,.......:,....!,_.._...,..,.,:..:,,,..:!..:,.,,,i:,I..,:.:,.,.,;,;.44,::..,,-,.i:,..,.,.:,....,,..,,..!....i.j,,..,i•,:, 1..ri- 14®®0 -----B\:#1 .2 ..,.. ......... ....,,i,.:6• ,. :::,:izeop§:.-.7r!}-,.:-:-,Ki!vg',-....-..:,„;-!:: .::p.-..i.-i.",. ., z ',,i, ,.!1.4 -,!iv.I • I II I . 4 b --a;:-::;:i, ::. ]:: ::::;;!': --,:.-R---,.. --='-:•;%::];:...',•".:: :'-!;:.-FJ': W-4 •.„,....,..,.,...,._ ..„__.,, .., .., ._,_,..,,,,,. . , ,, , , , 9570CE SONWNG BSI AUNRLEBTUEIRRN BLVD.GS ' .::: 11:::;-;1C)r-i.1:::::-: :.:1:.1 :::.... E .. .,:.„:,... •.„.. ..:...:..,... :„ .................,.... .. ..„....,..... :. .:.„. r, I i:40 EP I h,„ TPORTLAND,SUITE 500 3N.E2 46OIR2 9702 HUNDREDl9 ' 1 I . - N .,.',.'..:.:,.::....W..0,.,,:,._.,..,,....:i,.,_,...._1_7:,_.....,:,..,iP.n.,.1r.',,..,'-,-:"._-...--i.'_,-..a,...., ).:..:.:.!:::c)(98: _.--.::-,K,..- .,.::-,-:-,i:-_-... Egifi': ''E'::: :;:.'01::.'°-.'- 'i'?.':. . . ':, .:: -. -,•; .xi--.-:-.. - :-::.:Q'.:--:.j.:,,: -':...„', 1."f-' --- LV-8- ,-1::'----(:.:-&' Ci ...-.(b . • . . ..,... „..„.„.„....:, •,,,:. .. .... „„..,_., :- --- ::,,..„,.„_--- :::.:., ,...,,„.„,,„......_„.._,...„, ------------ - - " __,.• N Ci ..:.;:.,,..-- ...„„;..... :.,.-„,-,,,,• ••,:,,,..:--,. J7.......,.:,,,..r. ..ii':..,.:;.> .:,...-,I.,„.,. 0 .,,,..,,,„(ty,,i.:„... ....... „ :„..... .. -- --- ,..::,_;:„....„. _„:.:.,...- ._„, ..„,:„... „,, , ,..„...... .,. , .. , . ._ . .„., ... ., „...„, ... , ........„ _,,,.... :•,:-,:l.s.,-::,:„.,,,,---;,,,,,- _:•,,,,,,, ___,:,,.,.-,.„...,.,,,,;::..,. .,:.,.......:,-,,,,,,,,,,„-7,:),-:•-- 7.:_at.:,._ .•. _ - — - B 2 - --,71....,,,,.:-.i6ipp . -, . . -.,. ., . 1........„..,..„,,,!....„...„,,:::::u.,.-„ ,,,:,,::,. .: ,,,.., ...., ,....,., ,___ ....„. ... 0,,, .„....., ., . „.._,...-..,...... ........ „...., . . .. .... .,... „ ... ... „ • -as "-- ... ,, . . .... .. ,.. ... .. . t3-2 -, -----iltii7--"" - - - -- _.....:-:-E:':'',11::;': .,..:-......!...6,___,.:_.-::!..-':1..-:::., . ... .-.•-• - I --- ----':7'''--I ...:0-:-.:1;: '-----t.a- :-:;.'. ® '-7:.....:::::..:.!:*'''. :::1:-:,::-..,:.' [98'-10 1/21 — .,..-. .-: 0. — ::-i-ir-A..-..:39.-„tzly,y, „.---‘41A- -:--..%,v,--: .,:„..„.....,...,... ......„.„ . ...„..... _ .... ,... ...........„ ------ ------- ....:, .:.._..,-„,.,_ .,. !:-:-- -- '.-- ;,,,,.,,,,,,.,,,,•,,,,..;,,,,,..„ -,...-;.:P.::::,-,-:-,.., 0.,.4.-1,.. ® ... ,,, --- --,..------ -,„ ". .-... „--...................... -,-,,,,...-<-,,•-:-.:-....,--,.:...,---- -..,•• -. „,..; ,:.- „:„-, ':-:,....,,,,„„,,...... , . .,...__„,„„, ,._ .._.„..„ • , >. ...., ,..,„ ,.,„„......,.. _........,,,,,.,.,..,„• „:„.„,.,,,..„.„., „, . ,-,., .: . ,.•,,.....,,„ _. . .„ ,.,„,. -'-••--'-'•'-, [98'-10 1/21 [98'- 10 1/21 7.,914 [98'- 10 1/21 !!,:?,-..;•....,!,,,,;,:,:,:, zo ,..„:11,„ *1.:11-:;: '1..-:.:;'."2,,--, -—-—- —- —- ::''1.E:'!:7.i.-'b.-'!-- .-....- 1,----.;-1--:i-1:6.,'':'.'-'!';.''':.:'''1:-Er-:.------1.-6-- - — - —- r-.. ,....- .".-,...•: -. -,-.:,.. - ------ ----7-7-0:_: 1 [98'-10 1/2”] [98'- 10 1/21 [98'-10 1/21 I - •, , •._ •,. . ...,... ... .. .... ,. ,-, ... -... : . .. .,.„.....,_......„ ,.. ... .. .. •...,. ,... . ... . .., _ . ...,. ,.......... ...,, .... Ai'''''''-- -- - - - - - . [98'- 10 1/21 .„.„„. ...,„:„.... ,......,.„:„.. a _,--- ------ --- - [98'- 10 1/2"j , - (- ZNI [98'-10 1/21 . I I I NI 4'-10" I 4'-0" MAT FOUNDATION 'T/MAT[98'-10 4 1 THICKNESS=36" 11 "" cva3 I II I [95'-0"j I Z o TYP AT ELEVATOR Aft 2'-0"--,--, _ - " 9'-2" / ,---Z O II LIUPIT AND SHAFT ‘i, .z.::::....,•.6,,,.',:.'_;, ‘ WALLS 4I I - -2.:.'... . 1 N ,,,,,,-,..-- 0 ..,--, - , ..,,..,„.., 0 N 1 / ' 1 N. ,...,_ . .., '`.,-- 0 ...-T:r:. :.:.„--- . , ..,„. P. . -- -- 0 ,:.,:..._ 4,„,.: . .. ..,%..:.,, _ . . .., t N N-.7„,. . .--_ i--.,1,,,,.,..1:.--.:........+1,. ..-i-',.... .........-0::.----r:- .. .. ,.,_. : 0 'i'r"'..-- ...,.:.„:::„.....;:t. -..."..:-., : ,..y. -- " -- . ... . .. --,..---.,.. ........ ,::,. ,........ ..,.,,...,... .., ........ .2 th ,_:::::-.-0:--.:--- -2(b_.'', ",.,_ „..„„__ _ ---..... 1' .. ... ._.. . ...... _. _ , ,..,, str,_•--,!,”. _ __ .11 ,.„__... ... '1:-:'VP'-:'•";-:::-::•-• .--•• II 0 •'I,---- • ''•: -:-••: •-• - •------ — ® -:--'''' '. 11-.6.,, -,,-0,.._-_.--. .:-.,_ --. ."- - --•_.,, --..„.„-___, • ® . . ..,.....„. ..„."3„... . ,..„. . . . _ _ _ - - ...:......._:".:-.:.-..,:,,.,,,...-:::.•—,,,,,,- - -- - - - 7',' ...th..oiIa'.•..'.':,',.'•.''..•' -t:.':.;..'''-:':'d3,.''-.-';''4::'''.''''i.''A•:.'1_':•'.•.':'..','..'.--' ,.,„...,,,,,.....:._ ,...:,..,.,..,:., 114- ' I [98 - 10 1/21 I [98'- 10 1/21 [98'-10 1/21 11MM 44 F""'i B-31 7—— :-.':.'•:. 1:7---- — ''...t ., : -:.'S'I-1;;I::...::•:.3,'''),:,i,i.::?;::,...:.--id,-.„ .',-:j,' 3 E? ....j .;.: ....• ® .,,,,-,...., :•:,,:.,:„. ,,,. • .....-: -'-:--...' ':'----- •.--'-" • [98'-10 1/21 I [98' 10 1/21 [98'- 10 1/21 [98'-10 1/21 4'-8" I A I 4'-8" Et iii..if _ - IC) •-F,:.::-. , -.;.:••-:,-, -- -'.-- --!---- :-. '..'i;`, ,,-,, ,,,, - .,, _,. , •- :„,, - ': '(:)' 10 1/2"j :71:W [98' 107/21 7---- I 4'-0" I I 4%0" '[98'- 10 1/21 -::--:2,..-7Ar.r-::,,..;,:,i--,I.:::::-,E.::-.]:'----.--.-.:::;.--:. 8 CA _ 4( 1 F.: Z-0"----, 40" /-7-2'-0"0 r 4 ZNI 0 - OE il N ICC Vi 0 3'-2"N._ -ELEVATOR PIT N. .• - -......-. C.i‘ N .. :....: d‘ ,...A .;,),k _ • • •"- '" - • - - -•- -•• - •' .- • a: 1 b EN N -4- . ' - /Th CLIgiogill 6 ._:,:.: 40-.- - -. ' '-----:-'::-.•' . .: - - ----. .-----.:--.'..,,--.„ -.--- :-.--;-:-..a---. .-.,-..-....-....,-::- 11. . . - _. •. qv. ir,t9 .,--' FOUNDATION ........1...___y ...:. ,., - 40.• --::::::40:,-... - .. -40- . ... .. - - . ,IP - • • - . .... • - 1,..--rf.y - -----....H- .-:-.--. 00 b :::-- -. ,. , i • - - Eli(....)-— - — - — - -13.-14.) THICKNESS=24" 7 //- ":: [98'- 10 1/2'1 — .,- • _ _ _ _ .... . . - -- - .. _. . - \-_) „-,•,:-0-..... :.-.,o, ,0 [98'-10 1/21 . " -. :.. .._ ...... , :... ..„.::. : , ..•. 71. .:- - ' ' -.- --. -''--:--'' - -: ---It----: :- --.------i--.;:r:-----------, ---,-,-',410,..-=:-•,:-- ..-_----_-'-'.--------tr--- - , • I---:,-1.- --...----..-.1.,:-..c:c!::::.---,-:: --g-----,.- -:-,:,--,--:;---.-------:, 1- --c.--- '--:- „, . . . .,. ... . _ .,. _ „ . IIIIIIIlI - -- -- -- ---- . -_ I . cl [98'-10 1121 - - . ' .. - 1 - .. •-,-....,-,,,,,,:,‘,J- • _ —--- co - f***. :-::..:1=-0,_•::.:, 0 1 198'- io 1/21 [ 98'-10 1/21 [98'- 10 1/21 _ , ... • - ..4 cn --- - - !.,? - :.. .:-; r. .-. ..,-.,... 0 ;... I 0, (1) .. . '• ., . ,, •. . .. ... .%,. ..•' ... . ' ' .' . [98'- 10 1/21 b .. I 11 U.) - -------. - - !-- 1 I [98'-10 1/21 ' - - : 7 ---4-0.1:--. :-1,----1-:i::::':::-'-' '---------;-:'-------:„ --- c.11\ 121-0" . . ...-,-,-,:.„ ---- ,. -1-; .:.•' --:._.,_ (.. 8 ...... . .„„ .. ,.. ...... . -..,...:;._,_:.;...._.._ :.„......1: . ..:„..., . . ,... .. _ _ ..... .. .:„.. 2-0 17- .-'_. _:.--,_-.. ' T/MAT[98'-10 1/2"I] ::- -,''. - ---- 2'-0"--- I 10'-3" illiails „..:_.:,,..,. ..,.._,,,,..: • ....,,,,,i,i,_.,... E0 • .... . . _ . ..._ . 1 ..........-:.•:::::, --:-. -- ----------- t-- - '--...14,.,::.:_ _., 1/MAT[981'0:130"1 2"] P------2-°" CD s H 0 INTRHENRMAO TAT U T CD MAT FOUNDATION I, , -.-::.-sti.-•...7..,..i-:-i:-:,;'. : - i:--o--.;--::. 1%11% - -:. 1 '.' '' /THICKNESS=32" ' vz , ao - ' . ....-.,-,..! ---..-;.,-:. i_ ----- --.,,;- .-::.-:.-.:;-: ::..--. A .i . ..,•-•''',-:.....'.- (1119 - C1) TYENPTI C\-i- I -••:„.. ,-1-'i,--:--: <"=:::- -:.-.--'',••-,:.-.:- -:::',,-, k) \\ TMAHITcKNFOEUssND.A3TTION 00 i -.-::-... .: i 4 ao __.. .:.,:.:::::.,::-:....,.:..,,Ti.,.. 7,.. 1.i.......:i..., ...:.;:i.„... II isi .. ,....,-;---:::J• ..--::,-,,.._-_ • --:---'---': I -.;:'-'-' . . . ... .. '---:.l'IP.'• :-:' .. ;:----.4,A. ,-:.:;--14;::,‘,:i!..,-;.'„'. :-,;-;---;'1.::'-:,71fi.:]:..-..,'..T.;,1,,•''.:::',...'-:'....71... ..'::::...11,•••.::. :I: 111111•1111111 „ . .•._... .,,_ I . 4v: ; :::.„.. _..•„..,..;:: __.....„.„„ 0 1 4 , .- •._ ,_•.. •:: A . _ . ... , . ... _ . ...„....,..„...:..„,,,....,_ _.,..,„:.:, ...,...„:„,:,., : .:_, . -- -:-:-.--L4 -„-:, '-- ---- . .---.--.-.•:-.:-.:-••..'--::-!- ---'E':',.*:-'-'4,-':**----- . ,.......„,,.. , ......, . ;;;.io„''1.-.::::•:•••,.:•_. -2?, ' 1111"" ,.. „,. „, :,....,.... _ ::,. .-r.,::,.,:•:.,, -4:•,,,,, . . , ., .. .:. •-•.:,...::_._ . .: _:-..,...:. 1 , -„,,,,,,-.-. . „... .,-: ._ •..:_.-„:„ . . , .0:,...N,:: -_-:....- -• -- _ 4 ..:''. _ -..' r. - ,-.. - ‘-. ..... -.. -.-.-,...,:-.....-,-_-. 7:..,:-.::.---.-:::.:,,,-,:..:::-.,.-:-:,-, :-:,::.;.:_]-_;::..-!....z..,-_-..;-.-.,..:,;:::-.--.--- - • \ ' -1 - - I- - - -- ---- 1/MAT[98'-10 1/2"] E° W-2'.-----.77.7.7":7--...1-,:.: ._ -,-'.;':- 1-- '' -- - ' - J.::•:,,E:..,.,:- ._:. _.:..,•:_, ,,..,•,.,„,_ _ _ _ __ _ _ _ — — i—i— .... __ _ _ __ .... _ _ --- ---'-:-,:,---:---------,----- -4.: . - B-5 ...„,..„...:.,. . __-,... ........, _ .:._,r., ,,,,r,-_,, ..,..,!„... -....... . € ,. .. ... ,..,.: ::...,,. ... , , L 06 zo .:,_;- •-,-.,:,,,,..„.-:•:-: •I;.:. ': ZO .:'...,' Va16....., .],:,,r::: O:.::::-:-'....''''''.-- i . ' - '.''..'" "'......'.,,- --,,...,,,,,,',. ., ,,... 11111! , ,,' .:`V ...,,,,,....,. ,,. ,,.,..„-,',,f..,!. ._.-i''.,.... .. •,:,-'." ,• . .'•. , .„. .. 110.. 1 ... ... ...... .. ......... 1.1i i .... . Y:-..r 4111-_ .'.. .r. •:.. _ ...," 'i..',f-l'.. ' . ' 0 .,. .,.....• ..„-,.,, , _J. ___ _ _ ________ - - _ _ _ _ .,,...„.... .., :„ .....,,-::.,:.:, ..• ..•, „,,,,... ,...,•......•.:•„, ....„,.. . . •_ .-. ......._. ....,..„ _ ,..... .._._,..,.. .,. .„,....„,,,. ro , •,- .-__„,:,-,....._..-._.•.._.,. -_ 1— 1__ _ _ v.....„..,. ..,.... ,..,....„:,____,___ . • . . . _ _ , ,,. .......: [98_,-1 0 1121 _ ___22_, _ .... ___„:„.:..„-,. - -4 ..:.:......„....• .-,,,•„..,,, ...,..,,, .,,, „.„,,,„. _ _ C34 H E?— 1 „...„....•_,...,_ •,,„.•,„, -...,..:„_„.-,_,_..,...;:. - "" •---- -_-_-..--. _:..„ . .• ...._•...,...._ .„...,,. . ,...... - .•- -- • .• - .-= • -. .,:.•• ,_„... ...._.,..., ,. ......,..,,.....,,_.,..,...... ,,,. ..,„. ., ------- ----t. --- -- -- -----'- ------1 ----------iv- 3'-11" 4'-1" , sNsD.A3T215)N C , - ----- - - -•-- - * -'- '' ------''...- ' "-- ' '- ----- -..- - ' ''' s *-------------TmAHITCKFONEu - / -_,_,.,T.,- -----.:-..,.,_ .._.,,,.,--„,t1,.. - • . • 1 J ' 1 iZEI 9 1 1 I tizo 1 INI 2"-0"---\ _ 8%°" I _ 8'-0" 8'-0" 1 8'-0" f,--2'-0" ' 1 7r8'-1" I 11, I, i •:.•_,,..,_.,. . „.,. ..,......... :!:•:=9:;-.. :,.;.4 _ _ __ __ _ _ _ ___ _ - — - — — _ _ __ __ _ _ --E;-:o -::::,:.•....---:,--- ,:.:i.:07--.::::,•7:•'.:::-,-_-,• .„..:.,... ,_ .. ..,....„,„ .......-„,_..,,,,,.,...„,„_„„ .„..„......,_ ...:_.,:s.,:....:::.,.... ....,.,.. .,„,,.. ..„ . ..,. .....„, .. ., ,..... ... ,.,, __ -,:-:....o.o.., ..-... ,,,,,,..,.:..:„.„... ....... „.. ... 1....,.,-!-,„,,:-:-%'• 0, - . 1 0 . : .... 2......„..,...,.,_ . ..., 4'+ [97'- 10 1/2"] [97'- 10 1/2"] [97'- 10 1/2"] [97'- 10 1/21 1 I I II _ • _fku.T ,:,,,, 1 I 0 PROp4. .<<i‘‘ I1 ...c.. - I ,,c-1 Z 54er- 6 ilPE ,r- I I 3 ../.' - .../ I I I I I • - ORE •N " .1)...w' I 1, er,7 '..'" •••• 4.. 029, 0 1 I -/-6•17 s*,.\ -"F I I I I - I ,. II ' , RYA 14 s. No. Date Iseue tl, ii..:._....,. 0....Q7.1 0 en _ _ ,-, it. . . . .. ,...„. - 17-_,.. . .... :.,„,. .....1 IC) 0 I () (I) 1 I [96'- 10 1/21 / [96'- 10 1/21 PERMITRAASIETT FOUND. 2 1 0069:22871rFULL S PHASED PE I [96'• 10 1/21 [96'• 10 1/21 I 3 1,-our a' "•"--\ ../'-'''`• ./......--...,\ •"---\ (B-A) (B-B) (B-C) B-M.9 (fs-D) .........../ \____./ .....__ Project Architect c' -.g Project Designer ial Date 6.27.2017 NOTES is gi KEYNOTES 2"OC TOP AND BOT OF MAT INDICATES CONC SHEAR WALL 0 FOAUTND1ATION-3"CLR FROM BOT AND 1 1/2" Job Number 161194 Z 1. w-# TYPE PER 1/FS3-1.1 AND 2/FS3-1.1 CLR FROM TOP Drawn By cs, EA TOP AND BOT-3"CLR FROM BOT AND 1 C) (18)1g CLR FROM TOP Checked By ARL 23 i Cu t) TYPEil NN DDII CC AAPTTEEERSS I1CONCRETE PILEFs 5.0 A1.P2 TYPEANCDO2LPit COLUMN AsRN52-1/.F2S 5-1.1 TOP AND BOT-3"CLR Title GN- 4. (XX-XX"] FINODOI 5. Q INDICATES CTAI NTGESELEVATIONAT PILE00PEORFCAST CAPNOR PLACE PILE C) FRAOTM1B60" ® (0)tctIETwOP cNi I- TYPE A PER 3/FS5-1.1 1 ® OI CONC WALL W/#5CALRT1F6F"I 6. • INDICATESheetBUILDINGNunibeir:9LAFOUNDATION Fe N: ATE:FTII:si AUGERE:1:57::::PILE F82.01 .0 Q . !Ni...op B FOUNDATION PLAN u ,r," At CENTERED SUMP P PIT I T T°PPCANDE111F1IS2-5-1,3 I FBS2-i.0 111-1D/8" 6 6 ....--- i. . . - • i KEPHART community planning architecture 2555 WALNUT STREET (B-A) (B-B) (B-C) (B-D) (B-E) (piF (B-G) (B-H) B-J (B-K g_i DENVER,COLORADO 80205 246'4" . I 17'-4" i 28'-0" I 18'-0" 27'-2" 2T-2" i 27'-2" /COORDINATE WITH ARCH 27-7 2T-2" I 27-2" I 19'-11" FOR PLAO { { OA, I I / STREETSCAPE CEMENT STL F I ! I 1 1 - /Elk i 6 i 1 1 AND REQUIRED EMBEDS I I I I AT UNDERSIDE OF SLAB ! I S5-1. T7 TYP I I , (NON-STRU1 CTURAL) , I I 6 TYP ! I I I 111111111) !a 0 0 n n! a 0 0 al ( 5-1. f--)1 Z Li- ! r t 4t., 7 l ) - +"--.'‘ )--rfi÷Yj--L: - -=/--- T.,< --8-1 .2 CONSULTING \._./ ENGINEERS II ! ! ! ! I I ! I � � i 1I I < I I 1 1 I I -. ' ,-, n •- -' 1 ' 9570 SW BARBUR BLVD. a I I < I ! ` �` ,, . > I I I SUITE ONE HUNDRED 1 1 { i I I I I 1 1 > I 1 4 I I ! I I I ! I ! 14 . 1 to PORTLAND, OR 97219 _ I I T 503.246.1250 ' f1 I (I� f E-1 nI–, r—�—`� -1- -f �I� ±). .-i - - 1_l rI i is i B2 / ! ( ( I� xr xnx211-- . LI I — _ — — -_I .y..._. vvvw�rvvw� �n ..I •- . . � ! i !i I . ..fi ... I �„� - � : � t � t � tt } it ) a t > `�-" { ) I ( J ( t 4.i ( ) I_ _1_ _I } �t"J L_ -1- _! L_ _I- _J L I J L._ _1_ _I I L_�J L — I I f �- 1 I I I r 11 ! x I I Q I 1 1 t_; 1 ,. '._) I,_: I z I I 8 I I I x I I I TYPV I I I L 1 --1 _I I 1 It 8 S5-1. I I I , x i I I I I 1 I I , 1 1 S5-1. = TYP 11 I I I ! 1 ,;,rl� I I I C I I '� CO 1 X I { II N I ' 11111.111 X I I C �:""' �-- I I I ! I , I , 1 1 I 1 , I k I ! i 1 i , 11 I T I I I C 0 I I - ,,,,,-..,,,,,„„„.A.,,iiiZ C 11, , ! X ! I I I I I f I II I.IuiI � 7.4 - x ., / (i) \ I (I) \ / (I) � I (l) � I I I , - F -i B- 3 I I I I I 11 I I 1 f { ,� 3 { t ( t ) t ) t ) t ) I , I I I L _1I- _. L_ _1I_ -I L_ _1I_ -. L_ _I1_ -I I I -'r �� - ` s� . _ -J _ J _ _1 3 I I I i I ICe I C I ! i I I I I I t 1 1 i,,,� m. 0 I I f ! I - I I I < < Cm) I\,'I am can ,'"et E I- -� I ': 0 I I— I i I I I t } / ( ) I I / ( ) I I �:_; --- :�: I I - - 4 - - r -,,,..-. 0 f r t ) t ) I I I . �. I ,..,.,��,,,,�r. < z 1 - - 8 • v O O �7 Q {: I h _ _ I I !- I I I I C 1 J TYP I 0I I I IuD I I I I I I I I I I I I 534 o • t, I I I ► W (... `/�� !, = I I I : :,r•u`svv -tv VVVVVV\VV'i4 I I I I I 1 I E F.. _ 1 0 I . I I X I I C I I I I 411 CN d, } x r I t -+ 1 ,• i I x i I I I 1 i i 1 IpC i , X I I I I I I I Q _ t 1 I _ 1 0 . '1 I 0. _ ! I I I I I I I o0 I ! ` -- ''-, �� I I I I I ! I I IF . .a B_5 - ;- - - - - — _ _ __ ! 4 ..1 - - - - - -J-- - :- I -- - - - - - -Id x - - --- - - - -- f - -- - - - - - - - - ► - -- - --- - - - _- -- - - - - --- - - - - - --- ---- - - - - - - -- - - I - - - - - - - _�-- _— _ - rn C� 1 I L. ' - I I I I I I I I I to B-6 11 i II t� I 1 I I I I ( I I _ 1 ,_, _ I I I I ! I I ; I L_ I� '1 I I I I I I C II it I ' 1 1 III I I I I I I I YI I T I 1 (i I I I r I 1 I I II I I 11I I I I I I I I II 1 I I I • I � -11- 0 I I 1 I I I I C ' 3 _ I- -ThI , I-(7/' � r� 1 � i � i _ii 1 I I I I .11 ) ' _ rVvX. u�YuvuY� a Y i 0 1 ,,� i s I I I I I I I Id L. L. , _ 1 ! X ! 111 1 I I I I I I 8 1 x Ii I 1 1 I I i I i - 5., 111 I ! I I I I I t 1 TYP�—� 11 1 I 1 I I I I I I I 11 I I I I I I I I o I 1 , F00 e m I I I I 1 � ! I C I ! I I I 43>0 1 E 1, 1 I 1 I I 1 I , `� ��G i N�c�'A -. `.. a a' .. ...• . .- r 1 1 I I I C I I i a 65/WIPE .� K- I ' !, x !II 1 III III III IIE III I! I! II 9 � 11 x � 11 Qa \e. X II 1xxxxxxxxxxxXxXxxXXXxx4, }x< I I I I! lI I( RYAN \.***-- 1 x EXPIRES: 12-31 -2 018I B � - 77,,,,,_;„;;_,,,7;,,,,,,_,___„-;:__- 11;3-1, � xer� � .31 ! t1 „_: t � _ _F _ -1-- SS ? SS'Yc�(Z� _ _ _ -- - - - - - - - - - - - - - -- - - -- -u : ` I - - _ _ - -- - -__ _ No. Date Issue had $, 1 06.27.18 PHASED PERMIT FOUND. r > I 8 9 I 1 ! i2 09.28.17 FULL PERMIT SET i C I I I f I I VirTYP IVir I I I 1 I 1 I i i i a 1 I II I I I I I I I f` i G Project Architect £ 0 0 Project Designer b e KEYNOTES Date NOTES: 6.27.2017 -6 zki • 1. SEE ARCH PLANS FOR FLOOR SLOPES 'ND T/SLAB ELEVATI•NS ( 8"CONC SLAB ON GRADE W/#5 AT 16"OC EW \:/ PLACED AT 21/2"CLEAR FROM TOP OF SLAB. Job Number 161194 A 2. �►•�•s' INDICATES NON-BEARING CMU WALL SEE S6-1.1 FOR TYPICAL DETAILS SOG ACTS AS A HORIZONTAL TIE BETWEEN PILE CAPS AND IS PART OF THE SEISMIC10 LOFT ROOF N 2 FORCE RESISTING SYSTEM.SAW CUTS ARE ROOF!LOFT FLOOR Drawn By EA cm NOT PERMITTED WI OUT APPROVAL FROM THE EOR FIFTH FLOOR Checked By ARL 0 2 PROVIDE(2)ROWS#5 SLAB DOWELS AT 16" FOUTH FLOOR OC PER 5/FS5-1.1 Title 0 PROVIDE(3)ROWS#5 SLAB DOWELS AT 32" THIRD FLOOR BUILDING B LEVEL 1 N rJ OC PER 5/FS5-1.1 SECOND FLOOR SLAB PLAN 1- 0 PROVIDE#5 SLAB DOWELS AT 32"OC EW FIRST FLOOR _ �1 PER 5/FS5-1.1 AREA OF WORK Sheet Number BUILDING B LEVEL 1 SLAB PLAN %, F 4 , } FS2-1.1 I 1/8"-1'-0" % 1S2-1 .. 1 0 . I I I ‘.---- #64x7:.....#6 1x28No='0A(3T).#6.1ix2-x68p,l'A-T4O,T"1:0112. \C:______/4 'jor..17(SL445-:::"::,._5x8111.111;s1:1-0577:_i:imili 4.71_11SI MI -- - .s . ... . . :0,..../....--I-..N.r...1111 s(9) A-G) (A-FI) A-J (A-K) c ).: :III!(6):6x26: A-M) KEPHART \,__., ..._, ‘...._, ......., \...T, ..T.., ... community planning 240'-2" I architecture 2555 WALNUT SIR= 17'-0" 28'-0" 1T-0" \•\1'-11" 28'-0" 28'-0" 1 281-0" 28'-0" 18'-11" DENVER.COLORADO 80205 -I- II1Z-6" 3'-O" 1Z-6" 1 I www.kephartcom . I I I I I I 7 COORDINATE WITH ARCH I FOR PLACEMENT OF I lift STREETSCAPE 5Th I AND REQUIRED EMBEDS 1 AT UNDERSIDE OF SLAB I iiiiii‘: ---,-,-,,,-,,..,SR-.1- ;I:..,..-''.:',:-.'; II - (NON-STRUCTURAL) I I I - fifek I 1 I (3)#5x8'B /*---\\ SR-11 SR-5 ,A,-,"-------,,,,,,r-oft - SR-5 i 1 I SR-13 .;• ro:i..•::;•*:amovo SR-5 I aste..• --:E:•,-:N: •::46.-.4C::;-!•i'•':;:'-' .'::-•''• ,,,..„,....,,,,,,,. ..,,:....g.?,..4 -,...„..,. .,.1:: - I SR-1 1 i:i:ig.mowit vw m• -•:;;:Eii;!iiA:-,,oiN:.•ko.30.* SR-14. ••••••---•• •••••-•."------,..„ „.1.,.. ,.....:,. ...„2„,„:...„, ........„.„„.„„:„ - I S" 'sfiesemeNwamii SR-5 SR-11 a w ............. ,....„ ...,......„ ' I, _ AL Z WeW,. .0 - i- 2:- I-4---- {-1-1---- MILLER - -- -- -3 (PO - 1-- - - --1=r_r (6)1t6x61---- - - - -- 1- - --I -_ ,1,-t!:.!•-• , * 1 i ri - =,..,„,_,...... lir . 1 Fs ------,-- ,•„--- , ,....:,,,..,,,,,,, ,- ---,c............ I .. It- 91,Atlitimo•- •;A:; :iwg:::-! !I .1 (9)#6x17 (6)#6x6' L4 j 1 5 CONSULTING \,,_,,/ 1 iz,?c 9 #6x12' . ' 13 -11,iF•Ef',41._._3).,/, ,....!3• ! ii._: (9)#6x12' 4-•-,•,]-il•;i-i-A:MiggleaWio.i,,,,•,,, f+1 a '.I-' 37577"antefia -,:::-.:=.„:__:,.,_•.;,....,,,,,,,, ,,,,: L i(9)#6x12 'Igilig, i•itii:8ii:,•.:i•i•;.:s:,•••,g„::2:: _. ___...- _••• v.4 11(9)#6x18' ...„..„,.....---. _-_-___-_-_,...„„.:.•.,:-..,„„„,..... b -?•-• - - b I . -,, „,,...„_.. ,..„„.„....„..,„,,„„.„..,...:::::. . -72:1-:...::,::::::::1. ,:„.Z.:::::„.„,,,„, :GlantESIONT6 Zo . _ b 1 I x 1W to-x 1 :E0 tommimagm,to I _ I - x.0.MAIMMEN x cg I Tr, . (9)#6x12' x 1 b x x 1 co 121-0" (12)#6x12' ti i ( b x cc I x = ENGINEERS Ig co : ( W I 21"<. Fq gE I 6i GP * 1 illy 1 a 0.1.2. a bli' I 0 F I (5)#6x181 II ' I 1 I 0 .,i:,.,8,-.:- ...11# .._-_,--„,„ .4%...<8 x I . 9570 SW BARBUR BLVD. i ZN 43 t.,, (.) (13)#5x14'B 0 ZNA *,_ 0 F.- I I I I 1 0 0. SUITE ONE HUNDRED & 1- PORTLAND, OR 97219 I 1 1 a 1 1 (4)#5x14'B (5)#5x8'B , . : - 3I T 501246.1250 ,.,,,::!,,v,: ,;,-s • . to N N I N I i'v '64 b • -CO I b x ! Oa Mit l ..„:,...,::.„.,.„„„:„.„.„,,,, v;<• 7( , .,..VCC V< 0 LO . (0 I (0I W I . (0 CO (0 I * X 19)#6x9' * ,-----., 67 4,SR-3 6 IT SR-3 ris 4 SR-1 •-• . 1 -- SR-1 91 ri-; SR-2 . I - I 7-- 0 __(3)#.5x14'B_ _......-__ . L__. (9)#6x12' . . . -- (9)#6x12' - 1 I I-1j (9)#6x12' 1 . ---I.II --I- (9)#6x1 2* --- , , -1 VI -- (9)#6x12' L - -1 -4.- (9)#6x12' 1-1 1 i 1 - - (9)#6x1 Z Imr- - -- (9)#6x124 ._ , . , TT--Hr ip : SR-114w; v- 1 1 1 0 ;1: (9)#6x12' , ., • (3)#5x14'B , Z4 I giik I I I I I i "(cc W ; I ' ! I . I , #.5 AT 24"OC E1A/ 1 I 113 co W I I , 1 I E0 0 x Iii i :1" I I I I ADM_#5xt'B AT 12"OC BOT BARS TYP to 7< II ADD'L#6x1 'T AT 12"OC , I . . ,.., . - Apti I ,...._. ki,....--1 20"PT 1 1 1 1 „ 1 : 1 1 '--r, c-- 03 , WE ME if 1 03 CO 03 911 CO . : 1 'S . 1 11.111111 min%k um 1 arldl 1 i k ;:r v)-<• 1 z0 rt 1 I I 7# 1128 4 .4 I 4 1 co (0 Lo i • '-' 7( i if) -...... i nun' 7( 111.110.- ") i 7( -.111.01t '- r . , A " LO * a * It I . , t 4k * ' 1 SLAB i Cr" Ft ;7-• 1 i',3- I 111111111111111W i;'") I . 1 0 1111111111111 .- DID IBM I • .; '64111111NPV Z 0 I 1 awn ,,,,„ 1 010 1 r 1 _033m(9) " 1 N N N 1 N Ill Ci) col x co W i 4 1 SR-1 W 1 2 i...2i .„.... 1SR-1 *I • * SR-3 1 . _ ...., :yr- -1.-...T_T 41.=.: 171. I L.I_J -- - - - - - - - -: n-- - - .._, i' - - --I I a --- a a `4"- I T: ..... :T4.- ri--• -- 3 (9)#6X12' (9)#6x12' -I (9)#6x12' (4)#5x14'B I (9)#6x12' (9)#6x12' (9)#6x1Z (7)#5x14'B (9)#6x12' I N 0 I V< 11111111.1 .'t C.) .....,_,..„.. ,_ -- co 41 ' _ I - 1 (3)#6x14'T II/ I I I---I 8' 1 PL4 174 (...-•-- #5x16'B I , , N .. z I .2,. I AT 24"OC ea I , 0= I amm 0 zo zo 0 0 "4 , b (4)#6x20' 8 1 - - 7--. - - -- - 1 I 4. - :::,.; _.: ,---:. 1ta & 4- 1 ,61 , Eil 7.< 0 I < 8 Cl) 1.. . .„,„: .: 0 at , ADD'L(4)#5x9'B F. IX- W I- I V4 f-- I 7 I 1. "' ti. 0 > . • W N r - 7( 7‹ 7c .;::::::,!E,;:iil.:l.:?;_i:-.:,..I.Rii..i._:i..igpi,:;._,.i.pl!.5.,.-..;i!,!:;ib:..,,::„...,, crk( SR---1 Ei l•----I ix (0 co 7<' I ‘).-< I -• e- I O F) _____________ _____-- -, ______________.,____„:„._,.,,,...,.. 1 -------_,-,,,, e- Csi "4" r'• W SR-2 * 1 4t SR,T, 40 SR-1 II Cip 1 7c x x x r • I SR-1 SR-5 < at le ...,,.,,-..,..,..- I _ _ _ _ _ _ _ _ _W W rt .°6- 4 g'.): rt; '1: _.„„1:1,,„„,-„ .,,,,„7„.,,, rt: --- 7 fl ill -41- Algal 0 <A ,?,:nifi:E-g?,:-] # 1 i I • - - ''''.."' - .1- :__ 1: ----"°) - IIIIIIIIII Z • 'i:::, -,E-,.415:052;VME2 . il9)#5x141131- i.rj;i;?-i,i;.--vi.:.:,,:i*,..:i.,io.::., iim7.:,„ 0 '61 11 'tt......,_ ... •,,....,....,._.,...,- . ::::.,,-,,o:i:, ].,::i:i.kz,;.'.4z::';?.,- ,;-..:, " 3)#6x18'T----- ------- " ---::;:it'4;:.i.!'-''':' ::"';:::'-- ici ii I ..„ ., .. .. . I 1 I 11-471 , ,:-.',:i:';'':::::-:,:',:',--.:-.--::;-',,•::::."'-',:-::•-:„:--:..:::.-.:-.''.•.!:-',='f-..'',-,.-:,•:::,--:,:.---:1--..------:-..,-:•-?..'-..-..--.:-..:1 '.-.....--;;E:!..--7:.::::::!.-.:1:::::::.'.1.:--5.---.'-:::1---';'.--'' ; .......„._,.,-„,-..„.„,,,„,..„:„., .....,. .,..,..,.....,........,..........„ ...... ,,,,,....,.,.„.,,...,.............„...„..„„„....., •,,,..-,,,,,,,,-.-.....„...„„:.,-, co 1-- co r Mil (2)#6x24' ._ ... ....„..„.„......,,..„„ ....._. . I .---?nc:..',,,Qinki:iw:•••::9;w:•:•.ii:d• ---• ::-••-•.!-.,•:•..mcw..m?, ..,::-, , --„,„ ---,_ ____,.... _ ...„,...,......„„_„, . . . ,....,_. ..„.„..............,...„... . . ...,..... .„............,„.„.,.„,„:„:„...„..,„„.„...,........ . .•..-r•:.:.','.•••''.•.'•:...!'..':..•••••'..••••..•.!-..'.,.•...-•...:••,..:•• •':,•-.-,11-•'•i•..'-.1..--:,• ,-.!:••!--...i.-E'..L..-1,--• ..---..---;-;:-;!1:-.1.:' :.•!EF:.:!•!E !!T:!:!,,a,:•::!,!,,-:•-•:„:•.:•:,•:.,. I Eii < io X 4t I I . . co / 11/ CII I #6x8'AT 12"OC ---,, 1 I :!;i?,•-,,;.•,:,::1:;•690imotvw.v:,E:,-.7. H . ...„, .„,..... ,, .._.,.„„..„,,„ ,.:„.f.:,;,....,.,,L,,,..•„...-,,.:•:.:,:•,.-.,.•.-:,_:,. .,_._.........,.r.,...,.,..„,. ) ..„.,..„..„.„.„,,...._ , .,„....„.„.... -",..--.-,.• --------: I z Ur) (::) 1 AA. , -4,... N qt 0 1 :I ---- --- i 1 I (9)#6x19' I ••.,:..:.::: m '':.:-:-:••.•::;.•"i-a:ri:-:-• ,.....„..,.: „..„__„.„.„. --, „:„......., ..„ 3i-..-:a:-.:i,:- -1;:••1:.•:' I : k'1, I I 8 --- -:_-:A-.-.:,•• -,:.:-:.• I I i I1 -'.,;..:.i::•:!,-t..ct •••••:4••••.-=']-i••:,'„•:•:] m 5 P- Ce C.,. k f„ co -4-2:.--- #6x7'AT 12"OC (2)#8x161 iii ,.•;:.-., * :13t4:-,.i,i,-,,- Ex i b b -0::::::,-:::,•:::--.• --:.,:;:::•-: 1 L _ ::::.. x 7.,..ii.,,.:: 4 #5x16'B AT 24"OC I < 1 z '. (7\ 7, ,(7"---- . . ....... „: ,.,,,,::_„:.:::„„;,.,,,,:.,„; . . . , ‘-• CV (b<al< falaiiIi!]1;R:-!i- --- ---,,,- ,,,*,,,,-=,, ,,,, * (::) 171= 0 (::) ** 4L...__ 6:`);7••` I • aul I (6)#6x26' ,....,,,,,,,,.17.74,,,,,, ...;;IPANgt1Zig amli 1, i 1 I CP\ 1 0 co 1 , ...._ ",......=., .0,1000.io. t • _I-7 I II I (8)#6 x14' ------.. .n, ...„...„„„„_,.., .„..„..,„, „.. .......„,„__ „„__ ..„.....„...„.,........ ..„,.. MM. 513" xi- 1 x : . ,--- „„.„.„:„..,„„,„„,„ . :_,..,. ,..„.„ ..,..„,„„.:. . . .....„,„-„,..„„„.„.., :::?,,,,,„.„.„,..........- -1. ........,,,,...,.„„.„,„„:,,,.„.„..„... _ A 'i.i e); E? 1 11111.111111 co b 1 W ! - (IID * Eli- I iSR-2 I I Llis:;) r_f_., SR-1 F, I i I (4)#6x30' (A.,5 - H _ _ _ _,I_ _ _ - _ _ Lt..1._ - _- _-__ _ - _ _ _ 1 3 . vii408,:il .. 9 mgig ili•:,i1::.:• 1= I • - - - Ii I-0 I I 0 6 1- l_ __ __ ___ _ ,„„m,„:,,„,„. „._,„„ I_ i L I__ 4 I II I I 1 I ik * Cri_f-L. .....' L-t-J(9)#6x12' I SR-3 (3)#5x14'B ii N r-t-i -. _ - - _ ___.- i-t-3 (9)#6x121 11:ck 0 , 4 .-;•i_viigie iisi,9 I (8)#6xlz L _ _ _ _ _ _ ank.---,-. I 1 -117-,_ ispi i V (5)#6x30' 74-) 1 I I if ( .--_,:,-.c .7,71 To ..lEc I I li \#6x12'AT I I 12"OC I < , , b 1 #6x8'AT I I 1 I I C 12"OC oi il 1 I hi 7( co II ii c4 i . Si #6x6'AT . Aga I il I 1- Ex I I to li MP 2'1 - 4tX r I N acm inim N mg W V< 7< co I w E II I I * i 1 . (9)#6x12 I SR-4 SR-12 (9)#6x12' „ 1 1..._ _ (9)#6x.30'-_ i nim - _ 11 • r_ _, -,..4‹....-- - - - - - - - ----- -- - - -- - I :5" (9)#6x6' .3. r- -1 (A,..6 - --H _ - - _rai_ ____ _ _ _ - d__:,_ _____ _ _ _m___ ____ ,L,_ - - - _rn i_ _1 _ _ _ - _ _ i_____ _ _ _ _ _ _ _ _ t_ ____ _ 3 SR-1 - I- 1- -- I 1 SR-1 k) i . . I C•I (9)#6x12' (9)#6x12' r.4, -1- I I 1-4 I ' - k . STEPPED AREA OF SLAB,TYP ----#6x6'AT M 7.tr C4 4-9 Iis' /"-----COORDINATE writi ARCH I z4 _ 12"OCI x co • • , '::,,-:ir-;:--;,!e.:;-6:irn ADJUST TOP REINF AS RE= I I I Ex it : - :.i.:.i.,].,:i!ki::::::im (____ _ _ _ _ .... _ 1__ _ _ __ _ -,,,:,v,w4„:„...,„,..„7:,-- ill- r-!• (45:##6:11:- - I I I k,cf.. TO MAINTAIN 1"CUR 7.< ! •!-P,;1;lili;i'•:-:•-----rr':':: :•!:: ',.!..,.P.,, ....,,... ................ ... .. . .„.„..„.„..".,. W 1 SR-1 , 1 SR-1 (4)#6x8' • _}.. SR-5 ....,.....,....„....,,..,„,„. t ."---I--I- -- --- - - -- --- -El:7- -------- ----- ---- ---"-(4.---*--xioitL,!„t... ,...„.,.-,.:i,„,:,: - - - (A-7 - --:, -- :: . .,„:i - --II _ _ 03 ___ _ _____ _ L-4.-1 1 ,ftewiWv (9)#6x1Z (9)#6x1Z ,.,. „,....,,...„„..„ .....,..._...... ::.]'(...•:_,.. .!.!--,...';E,-:: x I Iti”.sigR 04;11(41R% ..„ ...„.„: .„..... it, in ..„ ,.....„„,..„,.. „.... .....,„.... ...... -..::;-,--:::,mga,,,,:, * .. ,,......,............„..:. 1 .,,i,;v:.5!":,,,,,,,,:iian:,,, op P Ropes 41: ...... ,..,!5.,..vi •<<, z9 . I _ .....____ 0, GINE , -.. .,..‘ ks .m I WAD NOTES: ...:,.,.,„-:.,..:...._.,,.:.:,..,,..„„,..,:i::__.:_.,,.._.,,,..,,._.,..,.1,.....,.......,,..,,..,E,:..,,,,,,,..,,..,..,,:...,„...,,,.„.....,..,:,..,,..,.,..,1--..,,......,,,.i.,..,,,:,,...„,,....e....",":„..:,......,,:.,.„:.,,,,,...„..,,..........,,,,,..,.,,,,i,,......:.:,....,,..,,,.,....a:,.,,,,=.::.,....e.,..:.....„,...........:.;,...,....,,,.......,,,.....,.......,..,..,.,: ill SR ogilitmay4 4/./I .......„... ..-„,...-„,-,..._,.„ -___ .------- 1 I 1. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR ,,,..--(...-,.....-.. -_ 54cr 6 fl PE .1-- 1 I I 1 SLEEVES,BLOCKOUTS,ETC.TO BE COORDINATED W/ I 111X33 Mgt MI= ati= -7,0, ve6.}ORE SN .0, -'e 29 ' C.' . ___L J___ L (A-8 _ _." _ __ _1;rfc:17:.,_::._::-,..:::..„,.,;:-,..,:::__,.:_-"if() ".._..,12:1_ _ - -__ - - -_ _-2)0( - - _ __la< 1 3 w w . w I w I L s __ _ _ _ __ __i _ _ ____ _TRUCTURAL DRAWINGS 2. _ _ _ _ _ _ _ _ _ _ _ _ 1._ _ _ _ --- -- - --- - - - --- -- - -4-- -- --- - - REFERENCE S5-1.4 FOR TYPICAL CONCRETE DETAILS AND I I `. 40 ' RYAN E0 zg zg (9)#6x40' I (7)#6x12'1 S5-1.6,AND S5-1.7 FOR TYPICAL POST-TENSION DETAILS 1 1-41x li to !EXPIRES: 12-31 -2018 I (7)#6x6' ,----1._ • • rT-1,------ \-___ /--D ;I- I SR-11 I SR-16 (7)#5x14'B 1 SR-16 ....1 i . I- I SR 7 3,, 00.1_01x Z' INDICATES QUANTITX_SIZE AND_LEN_GTH.O.E REINFORCING AT TOP OF SLAE3, UNO x -- a IF (7)#6x8' - W 00 ' `°- (10)#6X40' It I (7)#6x8' 1 1 'No. Date Issue 2 0928.17 FULL PERMIT SET '81 81 5; I I . I I I 4. (X)#(Y)xZ'B INDICATES QUANTITY,SIZE AND LENGTH OF ....., irl ---1 ___ , , , , 7 1 111 I - --- -- --- I __ _ _ ___ _ I _ _ _ _____ _ I _ _ __ _ I- f_ _ ____ REtIsIFORCING AT BOT OF-SbNBTLJN& , , , * „ .___. _ IL i _- __.) .....„. ....._. - LI-II J Ili i I:1 1 1 . 1 i , I 5. INDICATES POUR STRIP-SEE 11/85-1.6 i SR-6 i i 1 SR-16 (7)#5x14'B SR-16 /'• I I I I I I 6. SR-# INDICATES SLAB PUNCHING SHEAR I I I ' I KEYNOTES REINFORCING PER 1/S5-1.4 SI ii 0 2"RECESS AT BOT OF RAMP AT SLAB. 7. ADDED MID-SPAN REINF SHOWN IS TO BE CENTERED SEE 4/S1-2.5 AND 5/S1-2.5 BTWN COLUMN GRID LINES AND SPACED AT 6"OC UNO In Z Project Architect E 0 PROVIDE SLIP JOINT AT CONC ELEVATOR 8. TYPICAL SLAB REBAR CLEARANCES ARE AS FOLLOWS: i 1 SHAFT WALL-SEE 9/S5-1.4 a.EAST-WEST BOT BARS: 1 1/2" 0 Project Designer I II- w b.NORTH-SOUTH BOT BARS: 21/8" 1 0 CENTER REINF ON COLUMN AE3OVE c.NORM-SOUTH TOP BARS: In - riWT- 7.--r:',IMPANNSPASIBIllanalbsuongswegigE4 Date m d.EAST-WEST TOP BARS: 13/411 s, LOFT ROOF 614,-,4.--:• A4A00-altomota4m104manotommoimat,:mum_EimAstigm gtv510 :•-****VimoOnam--Vosal.mmtimamin-stagingoff 6272017 rz.i45 0 COLUMN EMBED PER 9. L ___: INDICATES NON-BEARING CMU WALL I I 1 ROOF/LOFT FLOOR zIr *INFIRMAT4,46,14IIPSIMAMOVMENIERESEMa AREA 2 ,...,,aao,„:„,,..".0*wam.alassolsologmaigsmaglaglig Job Number 01 161194 BELOW-SEE 2/86-1.1 FOR CONNECTION 4, FIFTH FLOOR NOVZOWfigiWAREA 110•0640,,,N,:i,tEtiwswRsn''-'-: ;:::11:7 ,`'. r E.M m N I T umwtt„*MOVVE:***0.::: martear.:!19=9-51::7,ti TO SLAB PO Drawn By 4, FOUTH FLOOR mg .'•.100-6:rt.0-::-Iteow44:10.40.&•;:'4,,,44,:;;,ii*,..0,alt.40;Lomiovi _ EA a 10. E == D INDICATES BEARING CONC WALL BELOW- qi# 02),:fr-'V,Tig:M..AS.--.'?-.--oanf$ir4.CMEa.'."'e;40AIAjeWM"Sg-MI --1 - PA404,4,11*--:,..mip-P0AWMA..t.W.VMOSSMOSI i SEE 4/FS3-1.1 FOR CONN TO SLAB UNO ak THIRD FLOOR RONetp,i,.***0-1e,' - ioblogiel$01% (-) qiF k,,,, ,om,voF iMiTeMIRI4- Checked By ARL 11. CONCENTRATED BOTTOM REINF SHOWN IS IN ADDITION AREA OF WORK ------... SECOND FLOOR WitgaiNkilbgil -m•-:•,,,,wokgrt,*.tgcla•,,,. " ---,- ,ktpi, 1 • 4AEI -ow: 1 w)--,w'-.. .•e.•mk,ArAo• r-- Title TO THE TYPICAL DISTRIBUTED BOTTOM REINF Sataig•Wat* k.-0,gle.::-.., ,A .4KM-". .1n,. --,Aki.,isqr.A.1,.,s',--,,;::: .CS FIRST FLOOR MEmieW:,,sw:4WW-mw.A, , w,.0gW4P,,mgq, 41 M4'',Ining',,age krni, --- ..,-...,,,,o0k,--- &IC;IggiA-liggrAnt BUILDING A LEVEL 2 12. am INDICATES HOLDOWN ANCHOR LOCATION- ..„....„............... .„,..., SLAB PLAN -AREA 1 • SEE 4/S7-12 0 W14,4NOMON- 1"'" i aMOWARApiftgo-m,m PatAtaingit Sheet Number gfiRktreNtii 0 , E ... BUILDING A LEVEL 2 SLAB PLAN - AREA 1 S1-2.1 I 1/8"=V-0" gl *„"4?",:., ,., W --v..- ;.";4 .tf0 '1(.1,„;" KEY PLAN ' , 4:'.• 4: '-. -'-' •- • ‘-,/ ,=/: / ,,. . ,,, S I .12 a I 0- 0 0 A-M) A-M.5 (A N) 60'-8" } I KEPHART } , community planning } 1 I architecture 2555 WALNUT MEET } i DENVER,COLORADO RADO 80205 www.kephI i } I } I I } i I 1 I t } all I I iIlla I E I } I } MILLER I } CONSULTING I I ENGINEERS I ' } 9570 SW BARBUR BLVD. 0.4 I SUITE ONE HUNDRED in I PORTLAND, OR 97219 g ' T • 503246.1250 1 1 - . I zi Z '(A3 , u : 1 : } , .4 I - t I I } 1 I I I _ 1 I I Z I I x ° a o 1 `, aD zo ,D O,OD I ,i ale ami w R `i (3) #5x60'B SR-11 Zo z.4I i IMO f i 1.11.11111 _ (3)#6x12' (3)#6x5- _. 6-8 Z CD / (10)#6x8' �/ -I 46 E WWI. It ro I.IJx SR-5 x 1_ at? VD 20"PT W7t `� " x h SLAB M ( M 1g W `t° :I-11 I I.---I{10)#6x12' (3)#6x10 T1 r -I 41,3 (10)#6x8' I t1MM <y r ^h --� ( STEP IN SLAB SOFFIT---) �1 / I I (1O)#6x10' (A-2 --- - I-- - � _ -. ---1-- -- - - - - - - - - - - - - - -- ---- - '- - - - - _ -- - - - -- - - - - - - - - -- - - - - - -- -- -- - - - -- - - - - - - - -- IN is SR-10 CA i �° Z*3 am � 0 `� ❑ #5 AT 24"OC EW F. C (8)#6x12' BOT BARS TYP O #6x8' I R I (7)#6x8' Z AT 24"OC } --1__1 lar 111 4111111111". zo - - SR-5 I I - - - - - - -i_I._ ;_.. - - - - - - - - ,■■.■■■1L - - - - - - - - - -i - - - -- --- - - - - - , - - - -A-2.3 P I_ v� o ' � -� 111111 �- -- SR-1 �- - � ------ up " II T /��■...- 1 1/2" STEP IN SLAB SOFFIT ��'■■.�/ / ___---4'-3 I , rX .‘,..., ca,-, ..,s I I 20"PT � 6:) SLAB ' * t STEP IN SLAB SaFFtT c� I t Ols (111119 N 1 t N\ 10"PT #5BAT12"OC SLAB ISoar I I b Z.0 CXD 1 #6x6'AT 12"OC _ M S5-1.5 , ' #6x10' I `�7 9 9 IAT 24"OC � '' I m I I ! I 3 111111111111 I © It D S5-1.5 ' ( I i P 1 ` I 2'-9112" '1'-2"I } g x � SR-5 ; } (8)#6x60' '; L ; f,r II I I -i1- 1 t t SR-5 `---T---, �/ : V _ _. I I � zr I T1 (A.,,,3 _ +_._.._ __ _ I_ _ _ __ ,D__ (4(10.1 IVIMIIII I I-. 10 IMO O►s • � - IMO - - I } I M t I I I I } NI Se { _ 9 Z I 4 I co X ( 4a CTUftq t2 I x t '4'p PROpe . Ico iI t ce 654e1PE - I ,,' y SORE ON ,.4111...- (\, .._.,/ RYAN NOTES: • ' -E 1----�--_ I 1EXPIRES: 12-31 -2018 I 8 1. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR I I I ", SLEEVES,BLOCKOUTS,ETC.TO BE COORDINATED W/ No. Date Issue 8 STRUCTURAL DRAWINGS 2 4928.17 FULL PERMIT SET ^ 2. REFERENCE S5-1.4 FOR TYPICAL CONCRETE DETAILS AND ``` =''ti ''==='`•• S5-1.6,AND S5-1.7 FOR TYPICAL POST-TENSION DETAILS } I i`-,1:gi"`A""`" ` 3. (X)#(Y)x Z' INDICATES QUANTITY,SIZE AND LENGTH OF '0 I REINFORCING AT TOP OF SLAB,UNO II I!) I 6 I 4. (X)#(Y)x Z'B INDICATES QUANTITY,SIZE AND LENGTH OF 6 } } REINFORCING AT BOT OF SLAB,UNO Ii i t W Project Architect g 5. VS,A2Vx INDICATES POUR STRIP-SEE 111S5-1.6 ` 6. SSR-# INDICATES SLAB PUNCHING SHEAR ( B U I L D I N G A LEVEL 2 SLAB PLAN - AREA 2 = Project Designer 1 REINFORCING PER 1/S5-1.4 ! 1 ¢ `jj r,1 2 Date 6.27.2017 _ 7. ADDED MID-SPAN REINF SHOWN IS TO BE CENTERED `N ,: , , AI§LeffitirMitt; 2. BTWN COLUMN GRID LINES AND SPACED AT 6"OC UNO ' "AREAJob Number r • i _>` 161194 8. TYPICAL SLAB REBAR CLEARANCES ARE AS FOLLOWS: AA AREA a.EAST-WEST BOT BARS: 1 1/2" it LOFT ROOF l"1R�1 N } 'Y 1 Drawn By EA N b.NORTH-SOUTH BOT BARS: 21/8" I Z ROOF I LOFT FLOOR 1? c.NORTH-SOUTH TOP BARS: 1 -14 d.EAST-WEST TOP BARS: 1 3/4" FIFTH FLOOR 1 V ARL Checked By 9. : - INDICATES NON-BEARING CMU WALL FOUTH FLOOR Id r~ BELOW-SEE 2/56-1.1 FOR CONNECTION THIRD FLOOR Title o TO SLAB BUILDING A LEVEL 2 N AREA OF WORK ' SECOND FLOOR SLAB PLAN -AREA 2 10. C.^=: INDICATES BEARING CONC WALL BELOW- SEE 4/FS3-1.1 FOR CONN TO SLAB UNO FIRST FLOOR = 190 Sheet Number 0 11. CONCENTRATED BOTTOM REINF SHOWN IS IN ADDITION Fc TO THE TYPICAL DISTRIBUTED BOTTOM REINF ›- '. 1,, S1 Z.2 a KEY PLAN : .� o 12» INDICATES HOEDOWN ANCHOR LOCATION- / i/„ U C SEE 4/S7-1.2 ' ii i fl (A-B) (A-C) (A-ID) (A-E) ( A-G) im (A-FI) Po-,J A-L �A-My I 't7 I i I KEPHART I I community architecture 1 I I I I I I I I I 2555 WALNUT STREET planning IDENVER,COLORADO 80205 1 , I f I I i wav- vvI 1 ! 1 I t I I ,a cv I ( I I I � 1 i I I 1•- i I I I ! r,. t (n ::.ii_4.:::_f_li!,''.i.::''..•'-'''•!!iii::.::::,.1..:1'i:i:iii.1,-!,!.i•••:In..'1,:::''. ,iii, a v,i , 1.-- ei • - n �u i:�Yi:� : w1:r - -_ - - - - -_-- - 1 �� -1 _ IS A 1 t 1 ................ kjK!': 17: : � 1-1 1 f U I 1 w a r 13" 3.5" 12.5" 2.25" 12.5" 10 12.5" 2.25" 12.5" 7" I I I I I 1 ♦♦ t s • st • * T1 es all MILLER ^ _ CONSULTING !, _ i'`» 1 M » I r ~1 1 M ♦ M I 17" I » I i.M I 16-1171-117 1 t I 1 1 1 ♦ 1 t18.2KIFT 1 I t 1 I � ENGINEERS I 1 I I ♦f I I 1 I I 1 1 9570 SW BARBUR BLVD. - .. ♦ I i t 1 ! ! ' to 1 SUITE ONE HUNDRED ,---- > �- - _ - r N. r,, 1 N n1 i f ;^t .c*i- �► fi N N - PORTLAND OR 7 '>:r =::a- . .---__ _ - - - ....._--....._ j r 1 " ►- -_ -- -- - - - -- - - Hy I- 111 - - --r . 1-- - - - - - - -- - - - --+� - -- - - - - n ' t s q_2� ----- - -- - -- - - - - - - - - - - - -- - - - _ --- - - - -_ --- - - -- -- - 9 219 5 1 «r - -8.2 K/FT I i; ♦♦ i; `' L � t ti"' �'►�>1, :- - - - - ♦ I _ : , -2♦ I {N 1N N I �� I ♦ pI C N I I rN + 13" 3 5 12.5 2.25 12.5 10" 12.5 2.25 y12.5" 7" " ",;,,:!,,,,:_-.,-;o:;:,,:- 1 1 7" 1 1 ' ♦ s s s s 1----� 1 1 = I I I I 7" 7" 12.5" 225" 12,5" 10" 12.5" 3.5" 13" 7" 1 it. I r 1 1 : :♦ 1: ___ _______________ "- I I I ♦ 1 18.2K/FT 1 1 1 I I 1 1 , 1 +♦ 1 I ADD 1 1 .1 K/FT 1 ♦♦ _ _ - - I ADD 1 csiIN N I N I I • N ♦ I N N I I I ►� I NM I N ~ N ~ I N ~, I MN ♦ 1 '"N N ~ 1 I MN I M(V N~ is l 1 NM I I I I I I I ♦♦ I I 1 I 1 to " 1 to N (1111) ill 1 1 Y I Y I 1 1 1 1 t s e tcq I I 1 Lc 1 §i I I ♦ I • I I 1 FM. I I I 11 ♦. I I 1 1 1 _ o 4 Z C r-1171 r-t-a vN- r ill c:, i i 1 fp i iCs4 _-_ � i i �N.. r i i to i i i . N N N A-3 _ --_- - -- f -- _ _-_moi --F-� � - _ -_-� _-� _ _-- _ --17 -_- _ :._ _ - - - _ _0_17 ___ _ -_ - _ _ �_ -. - _ - - _ - _ -_ - _ _ �_ _ - -_ _ _ -- _� _- _ ili t_l_� t_Li 1-tj� �� ♦ �I � `I 1 yl -MI 111 ra..1..- 1- _ CIO II I i♦ I I IJ I� I I " '''114 I I I + 4 i 1 1 1 M )-i,...4 ,,, -f- I 1 1 1 I ♦� I I 1 ► 1 1 !mss%4> r.¢?c CQ 0 ♦ 0 111 O p N �..----..--- n- ._- Min'_°° > 1 0 1 I "1 1 ♦ 111$.2K/FT ) I '" I «+� �.. �--1 1 I Y I I �♦ I t ADD 7" Y 1 ....; I ' 1 I 1 I1 ♦ I I I I I N �' I ,♦ 7" 13 3.5" 12.5 225" 12.5" 10" 12.5" 2.25" 12.5" ' 7" Et ^ ` I I I • I 1 .:: i 1 I I v. 1 fi s p )-,_- _ - _-- 7 1 '1 S 1 f 0 �/ i - 1 1 -1�- 1 II 1 1 1 1 - 1 1 - r --� 1 1 (A`4 - 1- r- -i tq 1 r 1C7 t- -, ..1� ..1.. 1-� : - w w N :,:.'.;:>:;:.»»:�.::..>;�:.:>.<::�._:�<.:...:... ...::.:.:.:>: 7,!.-7.7...7.:.,:7.77., .::.;:�:--..>:::,":;;�.<.:�:.::�-,:.•::-.::.. - N N� i NMI 1 t 7" 7" `_ -' N 2.25 12.5 r 12.5 10 13 7 �► r T < (101)1 s 1 ,:` I a. ci) 4,wI 125co v. I N I co 1 m I I 1 I 1 = ♦� _ I �. 1 1 1C C) 7" 12.5" 2.25" 7" i = •r ( ;: , r• ♦ r. I n _ s s , -� - . I i w < Z IT-77 7" I " 7"I I I H fi 1 1 4 1 I I I 1.., - Li. 0 F'� I ' f ! 1 c°O 1 c°o t 1 1 I = V J IHi1 I I 1 16 fo I a ! Ci) N pp`to r11. M 4 i - - - - - y.M - - I I I a?<: ":11►°i N:'??;':. M N N» N 1 ': N 1� I s 7" w p 7" O 2.25" 12.5 1: p I I 1 ,., I Et C.,.. CD 12.5I I 7 s s a a s 1- ' I I I I .' : t I 1 I fli...... _.._.- a. :1:::= Y . I I I _ : ; : I I I I o 1 CO - M, I 1 I .€ t i 1 I 1 I in a I _ I 1 1 1 1CD 1\ 1 �? I r. I 7 7 7" 12.5" 2.25" 12.5" 7" 1 7 00 _ _ s _ s _ s -_�_ r --_-_ _--. 1 -- - - - - _1 I _ - "'T_ _' __ - _ _ _�_ -_ �3._ --1 _ _ �.- _ _' _ _ �.- _ _ 1 _ ._ _-.- _ _.� _ _ _ - ,`` _ _ _� _ __,__L__.... _ _ - _ �_ _ _ 1- ....�_ '- _ - _ _ _�_ _- _ ....._ _ -- - A-5 - _ L - - -t- - � k sI. N -N~-t_ -� N j ti i n I I I - - .- I_ _ I -_ t I s II I MENIIIIIIN I � I I� fi - _ I I 1 I I I 1.111111. I I I 11 I I 11 1 I 1 ! I I - 1 ( I I 1 I I I I I I III I I t•• - 1 1 f t - O t IMI 0 I I II 1 1 _ ' - I Y 1 , 1 I I III I 1 IC NM tn Iit)NM I " 1 ® 1 I 11 , I tO NM { III IL M 10 I M 0 i I ~1 I I I 1 I ro lV I II I = I = _ I = I! t �-- I I - T � , M 1 11 I ti I ti 1 D. I: : , I I I I I 1 II I 1 I I I _ I I I ! 1 I 11 I I II ' Y ❑ ❑ ❑ ❑ ' 1 1 I i 74 I I 2..25" 12,5" 7" 1' 7" 1 I � ®� ®a I gQ I1 I I 1 I I II ` 1 L - r- -� r -i t-I-i r- I to r- _ (q-6 -_"-_ -- - - - r- -, - - __ _ -_ -�_ _; - - - - - - ---- - -- t_ _;in - - - - - - - _, - - - - --- - - - - - - - -} - - - - - - - - - - - - - - - - - -- - - - - - 1 - - - - -- - - - - - �_ -1 - - - - - -t-M%--- - --- - NM--i--i--- ' _ - - - -- -- - - - T y I t r I t0 1 I I I I I : 1 I 7" 11 *" 12.5" 2.25"5 12.5" 11 >�7" 1 I 1 I 1 1 = 1 I I I , I I I I I = - - 1 s I O {� M O OM _ e.-II STEPPED AREA OF SLAB,TYP I 1 1 1 COORDINATE WITH ARCH 1 1 I 1 1 1':i't' I I - I i I I I I w 7" " w w p 7" 7 2.25 :12.5 r 7 _:_i_:..fi..:,.-7:,,i,:!.,:l.!.....;.].:]: ,.,! 12.5 s s- (P97 __-,.._ ......„ _ figirIE l'n01.1 M1 _ ttT N• $,:r 1 i-.�___ - I1 1 I • • I ys 1 1 1 1 ; 1 ( 1 1 I CPQ 1 I I 11 I . I 1 1 N I M t�v N til I N M ' CJ�� G{N Fssl -- - �_, ,-.., .r..�.�r�.. .. s r 1 N N N CV �t"1` �lj� Q j I I I , 1 1 I I ; - i I I A 54i1P 7" 5"• " 2.25" 12.5" daft 5" 7" ORE •N ie..-11r I 1 = 1 I 7" ,2: s s 92 � 0 ,1 I .I I JC to I -C C li C 1 RYAN de.---..„s. , , tD LO I 8 1 1 1 1 1 ! I '_ A-14--- - - _- _- - I "' - - - -- - ( °' _ , _ - - --- - - - - - -1 �I - - - -- - - - -- -}--- --- - - - - ----l - - - _- _-_ - _ - _ I - -- - - - - _ ' - ' I. - _- - - -_ It 1 __ - - - - ' ' - - - - ' - ' - - -- - - 'EXPIRES: 12 8 �` -U : _ � � _ ^ -f--t-:_I _fir` � -V �.. I I I I , I I I Y i I Y 2 1 Y I No. Date Issue gl I I I " 11! 2 09.28.17 FULL PERMIT SET 1 1 I I I I I "I 8 I I 1 g 2 a NOTES: 1 F 1. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR SLEEVES. - i BLOCKOUTS,ETC.TO BE COORDINATED W/STRUCTURAL DRAWINGS 1 i 2. REFERENCE 55-1.6 AND S5-1.7 FOR TYPICAL POST TENSION DETAILS w ( Project Architect I� P;3. INDICATES POST TENSIONED DEAD END I v Project Designer 4. �---- INDICATES POST TENSIONED STRESSING END i t- ;::,u.ax:£: >.;z: :.:""r,n:w„t-o y;.:q ek_,";xi>,. t: n .!i' >�a;:ar•'as-;; x,�i S X Fo-r.... x,`3• s7%^:'C": " r x.i`z:- t 3 ;:,c cd? ._<s>":k Date --e-- 4:< :: ., `> - a w<M r -<..��.. 6.27.2017 6 5. INDICATES DISTANCE FROM BOT OF SLAB TO CENTER OF ;:. : .,,-.401014,044406101mIt,., .s;.;at x - �:;<::3:`:E'%>l�g::AA:'.r�--- .,..? et. � z�<,.4`,1.`.--i;_.-�v.� ,:N=,?• r.�;.0 F x>,,;:%>,;u''y:: s'':'2J :s c;:-�: ,r,. ;;<:,t.••a;.. :'`3;.?.. • •si_:;:..n, y:>. ! GRAVITY OF POST TENSIONED TENDONS ;< ; :�..;:`� .,�f. .�� ,�; ,. .. ;��:;4,k .�;,._:a��;::;�:�.. �:�::> .;,�.a N ; ,.: , , :r :;gin'. o .:..::..;., vetwo � ,::?x `rte `4.,.1t4-...;: l$,••••••�f >s` » 'y>`.;.�: ...,�.,.n:e;;:' n::�� ;. KJ?:'%.' ",, .Yt:fr:x,,r`�,.,e,. p, --.• .-?ei<„kf"` ,�/ .z;,, k.0::` " k pp�//►► s�.. .:��;f >�>A� .: `;- � �::�� -,,,=: .�;>::`y°.��,.::._- .�:: AREA 2 Job Number `.;Y� -:,��6�« ��.>.,,�� Ate..._.>�.:_ �.<:,.�„µ `Vi :; ��,�:•u�� 161194 ,: i a . c_r:;>f:f.:'r>a:>"`,:�.`•:llu>'ile 4---- ?r.�:ta;'$ 'r>:?.9,;�;Y ,`."<i'FIg - 6. INDICATED EFFECTIVE FORCE FOR BANDED POST TENSION --:=_:x ::;=_ : ;: <, :.:>:s< cc AA ,:' {>s;,.,. ', : `'r7< >r:= :=.. XXX K ; Cyt � ARG/� ,<» w.,A . csIS TENDONS(KIPS) 0 z � 1 a� t ,nf �•,.:='; ` `�:" w a nat�c f 'by`=,r .. "' '' -t 1 �' ';r, '<'.',a '<c';".» Drawn ByEA ,�,��QQ�� ;:;/:�,.'.<� �:::a E.,- :k3�zs'''-`I:.e:�rr>.� �ri:=r.-:.�-::>.�:%�'�>r`�.��>.�..'_�=�:"� .J�-:�i Z_ `�o:! Yc' }%Y.: C�:Ya._,>:y:i i\}%;_:: '..�¢.t' �:��1::` �X;:T' a�•?S' y__:�- ..aH. ;,c.:,T ..,.,a.Y�,.:<;.>'."h:3:1",1\&:��:i:�.�.h.;�Uv .,�::->:�::ai4'✓�: .;:,v:.A�ty;^. �!'_�:'v3• :iii_:, c INDICATES F OR F I 1B - >> ',, ' ; f�,':fi<7>;C..2':' i i '-.,:- Ct>..::'> '. .kWe.:> �>.,;: is I 7. IM K/FTEFFECTIVE FORCE OR DISTRIBUTED UTED POST � R".��: , ,�,.-�.; ,..�. �:�. . ,�' ,�>.. <�� ,,v :h:�:�-; , - ... .. :t Y:.:: .< = LOFT ROOF r/ax-, �f,:� s` 'Sii xf' .. .}, e:9.s6f,�=vf s,` "4e:4 y. TENSIONED TENDONS(KIPS/FT) r F _ `,a: to I". `-s}` OO >r,�%== t = Checked By ' >. Eo 4:_ `= f.::- '` 1 t� ` ARL :y : :�,� 5: :.> >�:'4 . " m.. ROOF I LOFT FLOOR 8. INDICATES POUR STRIP SEE 11/S5-1.6 sn<o'> « >f ::::rnM :> - <: .; h .3a,;.,. `T'i�t->%}=a=�=(::;<- : : .k,,,, ;;n:.;:4i. "„ ,<. Tine e-- ?> -_:r�.t :.: r> :,....,,,,.....,.,;w0/...4,4:3,:1„,,„,.,„:=<_' ill-M::,A FIFTH FLOOR _.-__ . ,n`.a\>:-.i:::.n:?:{ 'S`z `:::l iv - 3` ," ': €,.ari'' O „ :-:; r:> r: ,: '. , 3t ��1`I BUILDING A LEVEL 2 h°$e>`:::<'i"`:Jaz::t':>:t>:.:';>-,,:'?.:: z 4w:.,-,,fi r"-��'?%,----,"a,'--.,:9- T �i 9. AT RECESSED SLAB AREAS AT BALCONIES ADJUST TENDON PROFILE AT :.N ;t:SI O..7. : >. - '<<; :. :' :;>K:: >6;: :::_::.:> . ts:_x.M; «:.. <t:_ >:::.: .,: . : v: FOUTH FLOOR POST TENSION PLAN - HIGH POINT AS REQUIRED TO MAINTAIN 1"TOP CONC.COVER ;s:'t -<>.s _=- <°�<_ o..: ,;:;4; ;t- '_- , Kr: •. x :-4; . 4:=':. AREA 1 -,. �:� THIRD FLOOR ':'fin. •?:.Y..:-: .: ,. ,:./->C.::C.:3::;': I g:`µ_AQ--.N. - " 3S - Sheet Number >: :5:;>>. <: r- SECOND FLOOR :C1->- .�::.:>:_.;;�_-�;:: :��,: : AREA OF WORK. � FIRST FLOOR - BUILDING A LEVEL 2 POST-TENSION PLAN - AREA 1 = KEY PLAN ,. S1-2.3 ( 118 =1-0 ., arm .,..___.\ /'� i'"\ "i €1.. AM) AM.5 (AN) KEPHART community planning 1 1 t t hiS2555 WAlIUT REET I ( ! DENVER,COLORADO 80205 1 i i 1 www.kephart.com atI ! � ! 1 cV , ! � ie � ! I ww MILLER (A-1 - -- - • �1- - - -- - - ---- - - --- - - -- - -- - - -- - - -- - CONSULTING = I 1 `I ¢2 ; SQ I ENGINEERS s :: 7" ' g I 80.4K "' t "� "'�s 125" lq" 1.25" 7"_ - 9570 SW BARBUR BLVD. s s = s �� SUITE ONE HUNDRED t 1 '""' 1.25" *- - — _ - 1.25" - - - to 111"1:: - - A -—- - -A-1 .5 PORTLAND, OR 97219 - $_ —$ 1 s t a ,` �-/ T 503.246.1250 t � 10"r t I 1 I ► 1 ---01 ---(rA4 (A"2 1 }i..1 7" I 16" 125" 19" 1.25" 5" I 4 Lil (II) csi ; ° ADD 1 1 1 I ,,, 1111.1111. ` I _ t cl ,1 d` » i d . I i 1 I Z 0 I I 1 1 3 i ' t I S5-1.5 „...---...\ 111 CA IIl ! r- , - -- - - - _ - - - E.-::-.1.- - - - - - - --- - -A29 y l_ J "• • - i I too to 4 ( 1 u N....� H (A-3 - --- - —i,71-_-4,F-- - --i- - —11_ i'11 - - - - - - -- a - - -- - - - - — 1 I CO I � ��, B � H I ..---...\I I IA-M•5 I_ �._:�_::-::-_:=:_: __..# Ce ,�,- 0 --+ » t 1 U CID I ' i gloi cip I ' I { j jj�/�/�/ (4. - - .._ f,1+, -'r"-L1 -�'- - - _ -_ v --" �_1_J "IL__LJ I Z I ;II —c.,, CI p....i cip I . � © 1 wI � C) = I 1 ' I o I ! 1 . �1 N o 1 I O (11119 C'' 1 i CO I 1 I I ! 1 'A_5I- -- - -Tm - - - - - - - - -- ----- -- - - -- - - - - - - -- - -- _ - --— 1 1 ;1! , t I Is i1 t f1 1 #i ihlf 1 0 ,,1 (1{ 'I ' 11 1 ! II ' ! CI ip II (A3 -- - -. _1 - - _ 0-111 I _ -- _ _ _ �- _ _ - _ - _ -_- _ _- _ - - - - - - - - - -- - - - - - - I : I : : I M 1 : 1 i 11 s 1: — - - -O-- -----'11::,:ti ,:i kL '\.. PROFF`s(� tum tr 654f 1P E ! I y SORE •N f`P" M I 1 �O,PIle 29, ` C' , Ar----03 ---- - - - - - - - - I - - - - - - - - -- - --- - -- - - - - - - --1-- -- - - - - - - RYAN I I � /— s , ! EXPIRES: 12-31 -2018 (A,-O -- - - - - - - - -�-- - - - - - - - - -- - - -- __— _ __ -- - - - - - - _! _ —_— _ - - - _ — No. Date Issue I2 09.28.17 FULL PERMIT SET _i i1., I 2 A-10 ----- -r- 1 - - - $y - � 1 - - — _ _ -- ---- - -- - -- - - - - - - - - 1 - - - - - - - - s 1 i 3 NOTES: 1. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR SLEEVES, I Z Project Architect BLOCKOUTS,ETC.TO BE COORDINATED WI STRUCTURAL DRAWINGS -' I U Project Designer t 2. REFERENCE S5-1.6 AND 55-1.7 FOR TYPICAL POST TENSION DETAILS I 1.- 3. 3. INDICATES POST TENSIONED DEAD END r'I ., — Date 6.27.2017 6 01 4. INDICATES POST TENSIONED STRESSING END LOFT ROOF ' p �'fLr� 1t �I�f1RN EA `. Job Number 161194 xi.1IROOF 1 LOFT FLOOR AREA pp E�pp 1 1 ..s , ::T 5. "—! ' INDICATES DISTANCE FROM BOT OF SLAB TO CENTER OF AREA i '`° '`"` `` GRAVITY OF POST TENSIONED TENDONS I FIFTH FLOOR L 1 Z Drawn By 6. XXX K INDICATED EFFECTIVE FORCE FOR BANDED POST TENSION I FOUTH FLOOR I= TENDONS(KIPS) ! 10 Checked By ARL THIRD FLOOR t 7. XXX K/FTI INDICATES EFFECTIVE FORCE FOR DISTRIBUTED POST SECOND FLOOR Title r' TENSIONED TENDONS(KIPS/FT) AREA OF WORK -,. BUILDING A LEVEL 2 N 8. INDICATES POUR STRIP SEE 111S5-1.6 FIRST FLOOR POST TENSION PLAN - AREA 2 H 9. AT RECESSED SLAB AREAS AT BALCONIES,ADJUST TENDON PROFILE AT Sheet Number _ HIGH POINT AS REQUIRED TO MAINTAIN 1"TOP CONC.COVER BUILDING A LEVEL 2 POST-TENSION PLAN - AREA 2 yf KEY PLAN _ o S1-2.4 , 118"=1'-0» ! ,, ;, _ U C J • . • ,......".N., (A-A) (A-B) (A-C) (A-D) (A-E) (A ...-F) (A-G) (A-FI) A-.1 (A-K 1 A-M) , m - a, 1 1 , TYPICAL FLOOR . . r i K E P H A R T SHTG TO BE TYPEOcommunity planning . t DIAPHRAGM- 2 TRUSS MANUFACTURER - architecture SEE 3/S7-1.1 Ark I Mk TO COORDINATE TRUSS 2555 WALNUT STREET i Mk VIP 4q' ph 54-1.1 krt AIM Mr PLACEMENT WI MECH I DENVER COLORADO 80205 wwwlephartccan Aglik lAtk 541.1 all 1 VW ( /• ------ WI Alli DWGS IN THIS ROOM IS' / . 4Z I , . TYP 117 -------- S8-1.2 TYP , (4_ ,,,...4.,..„ . i .,.........„.... i S8-1.2 TYP - ----_ 2 r....„.... .„ S8-1. PY . II . ......... . N. *7 t 1..\ t:;._____-_____;,77,-,ii.,-;1-,1›-, _-.•• j , ---4--- ....." , ... _ ; : 41E41 FLOOR TRUSS I : / ..... ; - .. N'Nx - i ' < 3, .:;. s !II I I - - ' I : . ! j? I/ TYP 40000010 or L."---'7"-_____- '_____-_____- _-____-) LI , 0 I ...."-! • GIRDER i ;J.' __-_r--"'"-j---tl - 3 ; .--------- i; , \----- . 1 (15 ; 1 i . : ..3 %, , (3... 6 .,., ...,„,„ ,,,,,, E 1 I 141111 (63 co 6 i (2-) 1 6 . . L. ‘Z• k c\c° --------- ., S8-1.2 61 I 11:11,_ TYP I TYP , MILLER W18X50 I : , f 1 :\_ I--H------------ -------1, !. . •- - CONSULTING IL ' II I BALCONY-----„...\ I 1 . ; I \-, . - 0 _ _ ..t \•1 ,,_ .1- H ,,,,,-,-, 3 • /, i ENGINEERS 'TRUSS TYP 3 S8-1.2 l' ;__I pi4b 111111111r cd._ i I KO : • / 1A-2 9570 SW BARBUR BLVD. .... ,.. , , ,_...„...._....,____.., \ : : , .- . : ,N .4_--.....,. • i , - - ... . -............. ,. •• • .,--- - \,. . % - ••, -<,----17411:h T - . , I % \-:-:=.-.::-% I" i 31' : -2--- i - ' - I ''`''GIRDER TRUSS ,....g SUITE ONE HUNDRED , \: i: \\•,' , I ...8-1..3) -- - I W18X50, IPORTLAND OR 97219 , 1 1 i , .„1._....... --•: \ . ............_......... .\\,.., i .............._ < - \ ! T 503.246,1250 I --------- i . .-.,, - • 1 . IL. ilk 4. 4 e.e/.-. ..„ _ , • . • ; ., - - . - - ,---t---1 /., -- I NI,.',. TV• 7.-- - - %V I --, 7..4,r , , S8-1.2 I ,•:.-. 3_ 1 , .. I i 3 I i I i • CO 111 WV:i iiri" i t \ IL:7'Z. • ti .: .. ., . .„• 1.• !, . ' ' GIRDER TRU S Ii' ;,1 1 AI 'ilk Ailk :: n..., 4.. ti 'V 7.::::::..-/ i I A ;-- El- El ( , --. 1.51 . - q' AIIIL ; r 17 lir ix t7 1 5 Ak. II 11 IF! 1 8-11 TYP I I •,.t '-- __ __ , t .......„-- FE , ,,,,,_, c'? V ,....., . '7 <, t 4 a) 411, I - ..._. ..._. H ; ' . Awc.- ----i--- -----, ----- 4:11 ,:„...,,„:„.„.„„•,...„.„...„....„!, • „s ----j V 1 i \ BEI Era F-1- II • , --. ..,_ CII) GRIRuDsEsR Si , • . OE . ' __ 4;1 _...... • N • . ,,,:. z •„„ , 3 • i: . I/ . I I . I--- ., o3 lq .. MP 1MM e„: 1 : '• .47 . ------------------ , \\•„. 3 ,.„ ,„:,,,,, ,,,/ !, • , 3... ii .., •L__/----=11 r4s4 ',‘•.. , s EU CO \ .. • 1 ..1,r • • - , , , to D L Z C) ‘.. , Is'•• ,,,, ">., /./ ,--. Alk $ /, i H \ i 11/ 111111 Cip I I I N1\11 0 1%\ \\... i . ..e .s., , I „ -.,..,,,,„ 0 I I -1, / . . . 1' N. :r• i e 1 e e „ i\ ; , :t• H _ . ._ 1 ; i s .-• -7: \ .. `-..>• r: ii i: r . i - ..i , A •k- b .44:q ' ----4.-H k I/ 2 4.,... ,...., '4 V I -,...:•,....., T 6 it: <; < t / , , i - 2 , , .; .. i FIIMI ;,..„...„..,...,,, •\;....__..i..._ ,.....„..=.7.. • / .\.: , ,z,., , .. •,..., 4.4qc° P-milli , \ ... , ------ .; -4/ .- ._ __ - -- - 7 I • ----\•\':f, --- 7-7-- )1 - --7- r<tj'i4f;'.--:."--7. . /-c----,3 I .. -1-4---4- 7 I I ‘• :-'• ......, 411111111. Cu) .--1...- S8-1.2 Nr\:, .. .1 ,.,....I:,. 1 (....) me 0 . CA ...I .,, I I - . • . ? N, __,,, ) I ., _. .,., S8- 2 II Ø_I Ali ( 4-N\ . I • ; 3,i, SIM. I 0 _ 1 . 58-1A ., I . 1 7 ; -:.:._-._-" - 11-_-_-_-_"-/ 1 40-- Ali C) 4 .; 14115F s.S...4-1.V \, S4-1.1 FE . ---- S4-1.1 - 5 I < X - ,,, IIL____ ..; 5 3,,-W-4 I MY Ark ialk I . :: •• 4teq I S8-1. I / II S8-1.2 i.:.: ' S4-1.1 TYP - S8-1 2Aik I I/ 0 , 1 "--- - . TYP V - ; - - , A , 04 o ci)P-4 . : ,.,-.: s• _ . _ _ ,r , 1 .. , i : 12 TYP CD I , .?1V -\\> i T.: 3 . . . . . .... . ... . .. . .. . . . . . _ . 7 I , lirks i - F $.1 i ,- „ 3 :.... , . , ,• .„ , , „• , , , 2 filt - ..•-ar.- -`,//li i , I [an : 1 3 t t.4.. . , . t t , . ; \,,„::,:-.;:::-7....--.1 -• 5 .! S3-1/ C:) / 1 I / I i ...i...i _................i.... :,.I.../...}J...A......'• i.I. . .: .: _ - 1 0 i\F //:./ ,,,:_-::•-".---/).. 1 . '.1.411r BASE •••:. Ca) S4-3.1 • t: r...... CD IC.,k3r-Th r- u •-7) -•\... 1 r 7 ; :.• . L...1..el_i-i•-__ I i . I ' , . ....> I.._........__ .: 1 CO I / 1 i i FE .. _ , f•-, v .\ -../ 0i I 1 fe .... , _ C}1 r , f ,- i '--; ili Fri iiiiiiii • i •-] iii it 1 84-1.1 r I 1 , :i.___„c., -., , .8 I S4-1.1 . *+//41 01' ; ; 1 1 ; illii - I ..-; ; 1 I - It ! ; ; ) ) ; i •,.1 ; , tt ; I / It ; ; i ; 1 ; !.ss, t. t ;. I 1 111111111.11 5 I.-1: ' I .• -' ____ _ -'•;77±±.'2.±t.:,:-;.,....:::-.::::-.-- ... ( i 'i . Ili/ I tow ` --,, 40,7 ? l -• L ! I 1 MEI • S8-1.2 q"" .-",..•-•-•.• CORRID R 2 01 I TYP 44/ _I__ , JOISTS ' S8- .2 TYP ....I -,/ / \ , \ 0 ' ---1 - ... --- - 11\ 1 _ .. yr I III . L/:_______,.... ._ A 1 I I li 1 Ili I II 1 , .., , . „:: • , i -71 1 1 2 It ' • S8-1.2 1 • ..„....._. , MIR\-----jS4-3.1 0 1 1 1 1 2--•11-1.-3 -•--!-•.•1-;-- rrt vt.-'t%_-_1-";---,--'1- .1"--r-ii ii I ,q.'• ;'• 11 ,, Z....i......a.......,..,--/; g </I/I 1 , I , , I I I I . - N11:111,::,: , !!! ;0- 1 1 1 : !is 1.! _1 'A ' 'TYP -, CI :-/-------.11''' , I ' ii 9 . .iiiii H.;,: 'ii,.. 1 i F. . *; *• • • li* -p - -. - - .. ' *'s: - I B-2 v I ! I -----, II 1 U:it • . . <;,.$-,.;13.t.,... .A,..,.,::a?k. / ? i ji.,, .,.... _ . ,. .._ „ ..- . I 7------ ......- N----„... r"-----1, ., gi. 1 1 IDI-II V.,./---T, t .4/ • S8-1.1 , < , /--- -r-- ,ft\-.., 0 • -\\„ ,...... - _ . ',...\33-. ..- 1 :< <, „ _3 =.777-1 , , /:. II): I II (:- -q- ' 1 , ,. -, ,...,, . 1 --,---: 0 ,.....r L I „ .,_-,'''. / -:: :.„ ..1........1:,.. ..1 ,1 : I I 411211 \\\ ., C , , ,,...., • I; I ?7'...N.2s,•,/:_...._...___.:-:;-..... ____,2 --,. r, , 1 TYPWY -,:-.. .-....4 .___.. .__. ft' - .5"-- -.- - -- T.--.. .. .1' •, - - -IL • i I ( 1 ,\ -.. 1 , 1 ,.....__ n _ ___„,k .;-•;,•• ,. <- .. .-; << .4,..e`::sel S8-1.2_ .._________ ,-../- _ I (if-V37 - r 7 1 ,....., 1 , - .. .., , - , :.: 1 Fl 1 sctir L---- 3 . . I . Alk AL . I 1- i , . •••••,. Atik 117: V 1•0 , ii :........................_............., tyt-, . t -- t, ... \....__, ____, :, 1 0 „ • :, 0 - : 6 ...1 _......, sit-11.1 I /iTi- • •• , . 0 0 s' 1 : 7 / . ,. :\ , , ,, S4-1.1 , I --,. ---/ ! : 1-01 ,............,..... L-....--Jii , . 1 t - :, A I en A- " '1\ i- -.AI I 3 Alibi ...____ 1 . _ - - 1 , 1 (4>1 -.117 -: \ . • \ , /7 - ' ' l I Ai I (A"8 - --- - -V- - - - -- - - 7 :- ...1----H 1114117 7--) ..... , .. S8-1.2 WV I .;•-----\\ :" TYP ,< ; ...3,. -..... --- 6 I I _1_ 4 , 1 IA M7* 4 V I 1 t t ; „„\s, - -- • 7 '- dialf-- -- - - -- - ,,i ,,,,,,-" _,,,-/____-- _ ___ ;._,._ __ __ _ Q'... il i: ..i UCT S kl . ii I Typc; I Adlik ',. , . . , . . ! . A. 4.4c.3<("t IPNR:E4.4"5:-9/ c..;•-• (4/‘-‘ k• 0 ,?!.:i"." . ...... . - - . :.' V-. -- • --- . ..,.w4,,,I I 1 ummomi: 65441PE .,-- .0--- .441114 I I . • i I I! 1, . -y, ORE ON , fi,"" ; III 1 I t 1 1 t TYP ; ii ' I- A-10-- 1 „ S8-1.2 I --1---T- -- ------ --------- ------ - ------ ------- - ---- - - -_- _-_-_-_-_-_- - _ -_ -_ -_-_- _ - _- i r 1 11...-.t ,.,, - -, . - : _ ,...4, _r__ _ ____ __ _ __ 1 _ ____________ _ _ go 29 , , ,.... ,,,.k , ...,, \,..../ rip '47 RYAN \-• 1 1 1 1 1 I 1 I t I I I I I I AIL - 1 I 'EXPIRES: 12-31 -2018 I d .§. S8-1.2 TYP g FLOOR FRAMING THIS SHEET UNO I JOIST SCHEDULE BEAM SCHEDULE KEYNOTES No. Date Issue k DESCRIPTION TYPE I TYPE SIZE GRADE SPACING NOTES TYPE SIZE GRADE NOTES 0 CMSTC16x8'47 LONG COIL STRAP FASTENED OVER 2 09.28,17 FULL PERMIT SET 31 FLOOR TRUSSES J-5 I J-1 2x10 DF-L#1 24"OC CORR./LOFT FRAMING B-1 4x14 DF-L#2 - FLOOR SHTG TO TRUSS TOP CHORD OR WALL TOP PL W/(2)ROWS 10d AT 3"OC-CENTER STRAP ON SPLICE 16. BALCONY TRUSSES J-6 J-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-2 (2)1 3/4"x9 1/4" 2.0E LVL - 0 CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER $' FLOOR SHTG TO MIN 3x(FLAT)BLKG W/10d AT 3"OC li CORRIDOR JOISTS J-1 J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-3 (3)1 3/4"x9 1/4" 2.0E LVL - AT LAP SPLICES,PROVIDE 12"OVERLAP W/(15)10d .9 . . J-4 (2)1 3/4"x9 114" LVL 24"OC CORRIDOR FRAMING NAILS. WALL FRAMING THIS SHEET UNO DESCRIPTION TYPE J-5 18"DEEP TRUSS 24*OC FLOOR TRUSS MARK SIZE POST SCHEDULE GRADE NOTES (I) CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER SHTG TO MIN 3x BLKG OR SOLID FRAMING W/(2) - Project Architect . . I EXTERIOR WALLS W-4 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS P-1 (2)2x4 DF-L#1 - ROWS 10d AT 3"OC 1 I CORRIDOR WALLS W-7 J-7 24"DEEP TRUSS 24"OC ROOF TRUSS P-2 (2)2x6 DF-L#2 - (--) PROVIDE DIAPHRAGM EDGE NAILING FULL LENGTH OF TRUSS Project Designer . g I PARTY WALLS W-2 P-3 (4)2x6 DF-L#2 - 0 LAP COIL STRAP 4'-0"ONTO TRUSS TOP CHORD OR - Date 6.27.2017 WALL SCHEDULE WALL TOP PLATE AND FASTEN W/(2)ROWS 10d AT 3"OC INTERIOR-UNIT BEARING W-3 TYPE SIZE GRADE SPACING NOTES P4 4x8 DF-L#2 - Job Number (.4 CS1 161194 WALLS 0 (2)2x JOIST ALIGNED W/COIL STRAP W-1 2x4 DFL#1 16"CC - P-5 4x10 DF-L#2 - ,... NON-BEARING WALLS W-8 Drawn By N EA as W-2 (2)2x4 DF-L#1 16"OC - P-6 6x6 H/F#2 - 0 2x6 T&G DECKING „t„ , LOFT ROOF NOTES: W-3 (2)3x4 DF-L#1 16"OC - C.) COL TO BE CONT FULL HT FROM SECOND FLOOR I 1. ROOF/LOFT FLOOR Checked By ARL = INDICATES NON BEARING WALL TO FOURTH FLOOR W-4 2x6 DF-L#2 16"OC I It, FIFTH FLOOR Title ik-- ,crs 2. • 1 INDICATES BEARING WALL I W-5 (2)2x6 DF-L#2 16"OC CONT B/T LVLS I FOUTH FLOOR BUILDING A LEVEL 3 cv ,s 3. •----------•••- INDICATES SHEAR WALL W-6 2x4 DF-L#1 12"OC SEE 2/88-1.3 AREA OF WORK 0 THIRD FLOOR FLOOR FRAMING PLAN I-- i . 4.REFERENCE S8-1.1 FOR TYPICAL WALL W-7 (2)2x4 DF-L#1 12"OC SEE 2/S8-1.3 • FRAMING DETAILS AND HEADER SCHEDULE BUILDING A LEVEL 3 FLOOR FRAMING ..,$ SECOND FLOOR Sheet Number 0 W-8 2x4 DF-L#2 24"OC - ....,04.•:,-. id, FIRST FLOOR Ce 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EA PLAN W/ LEVEL 2 WALLS .4ef „,.. ,),, ..: ,:,/, ,go >- a_ END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. -4x-* %,,,;44, • S 1 0 ..3, 1 . . • ` (A-A) (A B) (A-C) (A-D) (A-E) (A-FA-G) (A-H) A-J K A-L A-M) TYPICAL FLOOR1 li/.'" i '-i, M SHTG E T�OBE r , Zr ITYP DIAPHRAGM- I I I I I I SEE 31S7-1.1 � I I E P H A R T AI t © i r 1 t 1 i 1 r r community planning Ark IAelk WV 4 VP Q Q 1.1 :(5,' 54-1,1 architecture I I I I 2sss ,COLOT STREET S8-1.2 t� 1 S8-1.2 1 1 --- __.__ I ----- - I - - -i---- -- -- , �� 5$-1.2 i DENYER,CoRADO 80205 S8-1.2 _ n r. .....4 ... :: TYP TYP TYP TYP ri , : --.L., --_ L• ------- Li_-_._ _ .7.,; ____Lf. ire .. a x FLOOR TRUSS j7 i , TYP k (2 4 ./ _,.. : , _ .....,_ ,_ __ __ _ : ____ I1 1 , i _ . ____ 1 I t (......63I2 1 54 f 44 1 4 Ie, 1 4 I 5 _ , 0 1- . -nA BALCONY r 1 6 .. ,. I , MILLER TRUSS TYP 11:11._ i \,I/ S8-1.2 __ ._._ . . _______ ___ ;;£ i i- _ s 3 1ii 1 S8-1.2 TYP ` I _ \ Er- `1► t v _ _ S8-1.2 1 G4tStTlT1NG / A : ,. A_2 rx„ -_21.__:--1- - -r- - _ . ---L - - - - = - -- - -\ , . , .../ . _ -- - - - - -- - - - -- - -r- - - - . - - - �-r-- - - - - - - --- ENGINEERS i I ,r_ \i t 58-12 f 58-1 - 95 VDy . 70 SW BARBUR BL1 __ _ , t r_--- ("7-1 -11 r ------E- • ... -; - - _ ' SUITE ONE HUNDRED 1117 I _ 1,: f _____,,____I, „ PORTLAND, OR 97219 - T 503.246.1250 I•_Q x • i r • r / YP , 1 1 - I ! - \ p 1 : S 1.2 i; E ii ` 't 11 r.r.....,.r...,..,,�...,„nrr...:t>:,x:.. ,...,...w.:. ,..,rr.�<. .w,>r,,..w,.wn.. ..n:..,: :, ..... •-:.,.,� .:-.,:,a..............:.n::.,,:u,....�.......... .nr...N..:. r:n..�,.....:...r.a. - , A,. 3 \ _.. .-._.._......................_.. - , - - -- , ' x 1 , # 1 i J 2 _� ;z , LIZ ,I 4(' i . - !' 58-1.2 I I 1 4-1 ..... .... ...._I t i - -1113 . m w.+»., -- -- ---- .,wa:.id.zaed�rw,vsa ua ..,.roR;zsxewr•. m t i I fpr ____.« _._.--.-. ; K • ( , is .f .. ,� VI ra . FE 1 I 117 \ 53 ' 3 L.::::,...=:-..,....:."=„7...-:::. I; - _ ( i -___GIRDER ___ __.. -.- - I // I , I I I ... I 4... ` .I _ I E -TRUSS _ _ _ -' I , Q 1--- (111111) 1 '1::-*:1 -• ;F 1 / / 0 _ fill i r/:"' I Iw , I w i 1 1- __I _ �Y 1.7....,_ ii ..` 1 i / ILi ( i } , s - s _. __Y { t'.. i II 4\ .. 1 I \ , f £ 1.71 ; / „ - .,. / .. F -a =a Q'to r ""�"'"'1 1 L'':::,: w • _ u�� -. i I __Fr" Z 0 �' f • 2...., $ y Is , t _ • M LW i, x 1 I . <. ; r �� r I i ' i p'��_..,..,...,._: _ iUNI �, Q GIRDER TRUSS r _.__. ( i 7•I -``h'�� ::,:: , i , Ah-• 2 ,..., v......:.-,, t i 1 .-.7 , 1 1 4 5 2 r 4-1 - 1 • ii � ww i L+i1. , :_.«. ......-.._... ..« ci:...... .4) e .-- ----- - , W 18X50I Z .+.� II _ •:..«..... • N �`- qv I 4 '-'1 Q --� 4 I --- '- - --- - _ -- --• _:�?" � _ "� ie, V ' ' V' '\ N. \s„.. -T--4-jF77--- '-,,,..".i......-,,,,- L.) --1?- ---- tin 41e: A-4. - - - - --.- i 1 - - 0 . \-4 ... . 2 I Q __._._._._._.. I f I -- S8-1.2 I 7.- \ S4-1.1 PsuNi 1".."( `I S8-1.2i7 1!1 = I t 1 I I 1 1 C II- • \ .. _ t • 1UR 0 II CD 3-1.2 , ,:„..„.„.. :::„.,...,...., TYP < U - - -----�,_._,-..___-._..___" TYP, 1 W18�C50 • , -: i i , J z i i -N up vi , , . . ....,1 i (1,_ ,.." 11 I - 1 I I i Q 0 1 s4-1.1 I E d �/ 1 : I 1 ( C/� y 1 < TYP '` ..,.. _ S4-1.1 5 M ® f :: •- .4 © S4-1.1 4 1 , 5 •+,�Q Q 2 `./ I \\I { Cw.) , 0 , - S8-1.2 i ;I I �1 54.1,1 (.4.. .j 1 s8-12 • ��` 1 ! 58-1. I i TYP T ��yW-41} t III TYP 2 Z i- _ f.-................ • m �} I I I VP 1 I I = .._._ I _- 'N W 18�{5fl - � I I I 1 1 1 p: £ 3 'f ; 1' I I I I 2 i 1 h 1 O `' I i y� 3 i I I ! i 1 I i \ __ _ � - t .._ I 1 I 54-1.1 _ t J2 ' I1.11_1_1 i! Ce 1 I i 1 I ......_i..v...1,-3._ "^--- i...1..1 1 , 1 I i I 1 i I ��- Y s4-1.1 i� ..--'7"----4.) I I /1 • (A-5 - - - - - _ :_` -Ti -..-(4-.) - __ _ - _- _ - _ I _ - - - - - ' I � I - - - - - - - -- - - I _ - _- - - - - - - - - I - - - - - - - - -- - -- - I - - - - - - - - - - - - _ _ I _ 111- - - - - `' - - - `-` ''- y - _- _ I _ _ 0 t► --. - -I-_ - _ - _ `,.o� /j � - ---- " ----- - '-= pyo ( '`*„_� .e.:. i. ��:e_. ,•. - _ -... ■ ,1 1' � - W18X71 O I I 1 i i I f I y.:_ (1119 - ,,,...,,... ........,,...:....,,...,....:....:....,;...: : �. It .` V _ : :_ I I I I I _ f 1 i (._...1 I �..� 1i t : i ►S4-1.1 _.: r Ii I 1 r I 1 __ i _ ' L -w__ X._ I s 54-1.1 '_-_._... -__ =... ._.. _..._-- , I I I t Ir. d 1111111111. __77... ' -Y -.____:.:.:.__ CORRIDOR___ 2 „ .....-.. Mir .-_...._.... JOISTS ; ---i I I 1 s t� I I :, I i 1 58-1.2 TYP ji........1!?......i_L. 1 -i . (2) & -t- v,.......,.....~ I I 0, I A 7 II I I I © ®H _ _ .jJHHHHiIiH1 ' „ _ I MIR B- 1 ,� i I I ; xt.:# I. F:: : £ : ::3: Y`F :I I - 7: -..., �►, 1. 1 t / -J , 3 It I 1 I I ! I ( S { O 6 , 2 i i Si t i 1 x„ � , £ _ . A-6 - /_--1- ______\_ _ t , �S&1 I _ TYP t ��I r -.. .:,-......._. 1 ,1 /�. I I I t E i i T E ._ i _ I I I I N., I: i L I I #I I I 1 58-12 i d i f (A.----.7.) I , _ - _ ...A. � I ____--_ � II I I H TYP � �.-� ; --- - - - - I - -- _ :---,�_.........::o- - - - - - -r �.�._-_.. -J- I� - 1Trt 1�- - -,- - - 3 - _ -r _ _ _ S , l• _- _ _ - _ - � // ::#.... # 1 4x �v • '1 54-1.1 I I I I � � I ..k I ��:-�._ �.�.z __ ____ �__�� I -1.- f 1 j G G r I 1 TYP �-- I 'V / '• I f I _ I I I 54-1.1 I , I G I I I x.-: ,.,.,. .:, ,.::..N,.x :_: ,..,,,.,._.w, .,,,.., .-,..,:; 1 I I , I 1 I S4-1.1 2 2 1 0 ! 3 I I i � I r ›(G II7r ;1 =_ - F S8-1.2 :. I I i I t ' 1 t___, _ , - - - I - - - '- - -�' TYP - - - - '�' - Y - - - I - - --- -- ------ - - - -- - - - - - ---- - - - - - - - - - - - - - _- - - - - -- - , - - -- - - -- - - - - - - _ _ - _-- _ - (14- II - I 3I I I I I I :- _ I TYP &12I �r� �6 \ I �3:: H • A 51 R C �q (A_9 _ ___1 I `' - I - - - -.....-.:........-.... I ...._r.- - - _ _- - --- - - 1 - --- - - - - - - - - i - - -- - - -- - _ - - - 1 - - - - - - - - _iiV __ i _ _ .3-1� - I -- - -- - - - - - - - - + V---- - -- - - co 1N F`�% TYP , ,,,,,.Th I I I I , I I I I j' I - I` - 654 PE I I I _ --�- �,, 40111700„, �� 1 1S8-1TYP I t 1 1 , 1 fi- - , `1,OR +N t� _ _ -4, e 29. 1G.' I II I ( I RYAN FLOOR FRAMING THIS SHEET UNO JOIST SCHEDULE 1 BEAM SCHEDULE KEYNOTES ---,,TYP , DESCRIPTION TYPE TYPE SIZE GRADE SPACING NOTES I TYPE SIZE GRADE NOTES (9 CMSTC16x8'-0'LONG COIL STRAP FASTENED OVER S8-1.2 EXPIRES: 12-31 -2018 I i, FLOOR TRUSSES J-5 J-1 2x10 DF-L#1 24"OC CORR.I LOFT FRAMING I B-1 4x14 DF-L#2 --- FLOOR SHTG TO TRUSS TOP CHORD OR WALL TOP PL No. Date Issue W/(2)ROWS 10d AT 3"OC-CENTER STRAP ON SPLICE 2 09.28.17 FULL PERMIT SET "' BALCONY TRUSSES J-6 J-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING I B-2 (2)13/4"x9114" 2.0E LVL -" 2 O CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER ti CORRIDOR JOISTS J-1 J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING I &3 (3)1 3/4"x91/4" 2.0E LVL FLOOR SHTG TO MIN 3x(FIAT)BLKG W/10d AT 3"OCAT LAP SPLICES,PROVIDE 12"OVERLAP W/{15}10d r, J-4 (2) 1 3/4"x9 1/4" LVL 24"OC CORRIDOR FRAMING NAILS. t4' WALL FRAMING THIS SHEET UNO J_5 18"DEEP TRUSS 24"OC FLOOR TRUSS POST SCHEDULE 0 CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER DESCRIPTION TYPE MARK SIZE GRADE NOTES SHTG TO MIN 3x BLKG OR SOLID FRAMING W/(2) a' EXTERIOR WALLS W-4 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS P-1 (2)2x4 DF-L#1 !, ROWS 10d AT 3"OC O I CORRIDOR WALLS W-6 J-7 24" " 4 PROVIDE DIAPHRAGM EDGE NAILING FULL LENGTH OF Project Architect DEEP TRUSS 24 OC ROOF TRUSS P-2 (2)2x6 DF-L#2 -- TRUSS g PARTY WALLS W-2 WALL SCHEDULE P-3 (4)2x6 DF-L#2 -- O LAP COIL STRAP 4'-0"ONTO TRUSS TOP CHORD OR Project Designer WALL TOP PLATE AND FASTEN W/(2)ROWS 10d AT 3"OC I INTERIOR UNIT BEARING W-2 TYPE SIZE GRADE SPACING NOTES P-4 4x8 DF-L#2 - s WALLS 0 (2)2x JOIST ALIGNED W/COIL STRAP Date 6.27.2017 IW-1 2x4 DF-L#1 16"OC -- P-5 4x10 DF-L#2 --- NON-BEARING WALLS W-8 ii W-2 (2)2x4 DF-L#1 16"OC - P-6 6x6 H/F#2 . - 0 2x6 T&G DECKING Job Number 161194 s W-3 (2)3x4 DF-L#1 16"OC -- 8 COL TO BE CONT FULL HT FROM SECOND FLOOR - Drawn By NOTES: TO FOURTH FLOOR 1. W - INDICATES NON BEARING WALL I W-4 2x6 DF-L#2 16"OC -- LOFT ROOF 2. t ' INDICATES BEARING WALL W-5 (2)2x6 DF-L#2 16"OC CONT B/T LVLS - I ROOF/LOFT FLOOR Checked By ARL W-6 2x4 DF-L#1 12"OC SEE 2/S8-1.3 I FIFTH FLOOR Title o I I EOLITH FLOOR BUILDING A LEVEL 4 N 3. INDICATES SHEAR WALL 4.REFERENCE S8-1.1 FOR TYPICAL WALL W-7 (2)2x4 DF-L#1 12"OC SEE 2158-1.3 AREA OF WORK �• FLOOR FRAMING PLAN FRAMING DETAILS AND HEADER SCHEDULE W-8 2x4 DF-L#2 24"OC -- THIRD FLOOR I- HAVE MIN 5.GIRDER TRUSSES TO P-2 POST EA A LEVEL 4 FLOOR F RAS I N S END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. BUILDING III SECOND FLOOR Sheet Number � PLAN VVI LEVEL 3 WALLS f-� ,dh FIRST FLOOR CC _ S1-4.1 1/8"=l'-0" v% %jS �'$■ ///��` 0 C AA) (AB) (AC) - (A-D) (A-E) (A-F • AG) -H A-M) • `�---' �---' \--�' �./ �.�' \3.,3.x3./ \,_.,, iii/r ,y ' TYPICAL FLOOR THTGBEI , 7 t I I t I K E P H A R T TYYPEE D>T DIAPHRAGM- I I I I i SEE 31S7-1.1 I I IAllk 2555 WALNUT _ t I t I I i communityarcarchitecture lel IAla ® /41IW Q, 42 Q © DENVER,COLORADO 80205 S8-1.2 © 1 I , --- ---� y / y -- 1 --- -- -- S8-1.2 VP A. S8-1.2 3.,3.3.3.,, ,,, ,,�: �,:r: :..,- , .__.w...;_____. TYP v --- --3.3.x,3. 3.3.3.3.. TYP 3.3.,x3.,.,.,., ..-r--•r .._. . x3.3.3. -_ TYP --- --- I 7, • 3.3.3.3. - -3.3. 3.3.-- - - :... _ - - - - __ . - 1....._,_ - - - - --I- --' -- I- - 3. 3.3. - - - - - -- -(A3 - - - - - - - - - --- 3. 3. 3. 3.- - 3. 3.3. 3. - ' - - - - 3.3.3. 3. - -- - - _ ` �_ 5 /// , x3.3.3. 3.3.3.3... I r1 5i -y- / II C 'x3.3. Y u- ::::<:::. ,.. �.•,. ! I + 3.3.3.x.-- �."'- / 5 • I .1 e i- i . ite " , I \,,,,,- , ' ` _ 3.3.3.3. 3.3.3.3. ;� _______J I I 2 r 1 a8_1 - - -:� _1..,__1_ -- i -- 3. 3.3.-- -- - 3.3.3.3. _- __ --- -- (.: - - - - - _� __ Ix • 2 5 4 ( I 1 4 • t • t 4 I 4 -1 4 1 4 6 5 r _ I 11 .r f l I Net S8-1.2 ! MILLER i - TYP 0 t 4 3. 3.3.3... .__.--_..._...........______.._... i BALCONY ! I 3 `,4w - - ___ •ti 'I _ 3.3.3.3.. �..... ~'�, `� I :'- CONSULTING TRUSS TYP----.\\\ lS$T1.2 TYP �: \---: F __ t .8 ------- , __ _ _. t '� { i i 58- �� 2 \ I ENGINEERS (A- -i •- _ _ _ _ - - - - - - - - - _F-____L_ - 3.3. 3. 3. -- --- _ - - _. - - - _ _ �..�� 3. 3.3. x - - - - 3. 3. 3. 3.- - - - - - - - - - _ ,_ -r-` ---- - -I- -: IR- - 1 TYP- _:3.3.3.3..._ 5 1 5 _ _ x• t- t-- 1 _ ._..._...._ x3. 3.3.- �.. s'..•`--..-....„= -`: i :3.3.3.3...-.. 4 1 "y . �' r� 9570 SW BARBUR BLVD. ' _ = I �f x-12 ' SUITE ONE HUNDRED f_- -..3.3.3.3..-. V ), �. �'\ I PORTLAND, OR 97219 3.3.3. ____. \s>,\'\� .> ...........,\ +^- _- I 4 ; .+/ � / ,........__.. , <' ( _ `� y I j =.____ 3.,3.3.x_. x3.3.3. _ 3.3.3.3. rr !; _ _ - � � 3 �TYPv- �- D, • T. Qh I s$-,.2 Ti '` ,A t / I I ' - `L - 503.246.1250 ,., \~ -. - } � // 1 _ - l --.�_ ^fiJ//'....-3.3.3.3..«_........._.x� I I .� I i _ I } f / .. i 3 I _ « r3I •:: :: �. ii I ._...____-___._.... ..,3.3.3.3. �- 3.3.3.3. 3.3.3.3....___"_____,,... _,a 3, 11 s: �-,..,�.,,�.,.�,... �„� �� - rs,>z..i. ,z-:..�-.rus<w-a:. i' .. 1 .,_=•.:.::„.:,, ", ..„_ AI ED- LI 5 O. 1 `1► I I © ' Ia ` ; 58-1.2 f _ Q • I 1 1 I _ c I ® 5 ' I I 3 - i ,, J I © I I E pi ! m ch • TYP '. TY In . r. P . .. . ..��...��...............�a-. - 58-1 2 ` V ^' 3.3.3.3...»3.3.3.3.. , .:L-:,%�Jxx atim'•p,.: •� ✓,mwlK�Kig>iiYrJY9'.;>,:,,;r4YHM�rU,,.a(iV-::.9YnYmVt' I4 3 ' _..,........_-3.3.,3.x-.-3.x3.3.__ -- {Y: ,'qua-assa>.:'w'. x: "yu:.- ..w„sn,.,..:,:x:jj �f - ` ' 4 -x3.,3.3.. © I' ,___:,,,,,4„,,t„,....„:„•••,,,,,,„„,,,,,,,,,,„„,,,,,,..:::„:„ t ,- O I „, ...»3.3.3.x.. .. ..__ - --:3.x3.3.......... "„ „.....iQ 1 Q --;--t i.f._ e---I^--r , y,~ � a _, ..<.,,,:,- _,yam - ' US ® AK 1 a r I ( ( 1 _GIRDER N •� • ` O f -- $ i --- , !`: I{ j '�:, i / , -TRUSS °Q AR- ( ,Eta _ . I I. ri.... r'f : r� f . . 1a / _ _ 3.x3.3...x3.3.3..._ - - - --_ - - - A7 3.3.3.x_ 3.x_3.3. .... «_ - 3. 3.3.3. - - - I -4 3. 3. 3.3. - 3. 3. 3. 3.-- - --- _ 3. 3.3.3.- 3.3. 3.3. -_ _ i f , - 3.3.3.3. 17- ; •.- -3 _ - -- - - - -p _ ILL �,,� _ 3.3.3. 3. . -- 5 . 1 _ ///) 3.3.3.3..._ .....::::t>..t �- 3.3.3.x: ' .3.x3.3.«_ i = 3.3.3.3... .'-_-__ _._..�. ,, f' ...____. 3 f 3.3.3.x.-. -._ • - 3.3.x3.___ p - - ........... ii. +3.3.3.3.. E ;i 3.3.3.3._. ,� �, • • .r' rt to + , .:;�y`:�-:«•moi. 1 ._.____ , 3.3.x3.,. .___ -_ - - - \ 1 _ F `� F 1 �-� 0 / .., . 3.x3.3. � ..._-._ "- , ._ .._5 3 1NI N __3.x3.3. ..__ __._.._,.._.._ ~/s ( JI t ..._........ 3.x3.3. 1 i 3.3.x3. _ ... s__: 1 `' :,3.3.x3... _.._......S411 I 1 ( ,�. �. , `1► t ,� - I 1 I ° I = w C.en I.:\ O T + - °. 5 -_=:_-Y.=-_..:_3.3.3.3.._�_._ - _.. --_ ":.._......... ___x3.3._3.... --- N„•L-»:7«y::TY'.._•___........._..___ LI `L 1 I © GIRDER TRUSS �Q ' 'z __ __ x3..3.3. 3.3.x_3.x3.3.3.... _ -,,,: , z _._....,.,�..,,_w,:.•j,.........:...::3. 3. 3.:3.:-....,,..,....,-::-.k....:.._..._..,.. .._,�._, -�'�" = pi, 2 = F (�� ., 0 . CI 17, 2 4Itciiir 1.‘ 4 4 4 4 __ -- _w. 3.x3.3. _ a «. 2 1 I ra _ f.- _ _ __ I ' i ....c1-2.4!;.5,.. ma=r-:3.x3.3... Q : ._ _- I is :::3.3.3.3.... ,: 3.3.x3.- _ _:-.>,-3.3.:3.,3..: • LI 11111011115.. :� �____.� _�__� ._ 3.__3.«_..... _ ., I 1 (A-34 - 3.3.3. 3.- - - - - - - - -.- -� - - - -'- - - - - - - - - - - • 3. 3. 3. 3. 1- - • i - 3. 3. 3. _ _ - - - - 3. 3. 3.3. - - I - %' - - - 1 - 3: - Li" • • t1f I -- -- Q� •- - 1 f �1 ��~ I _ GIRDERr 2 a t -3..3.3.3... f -- i TRUSS I,Typ I . 0 S8 1 2 -�, ,_. _ -I I.._. .._3.3.3.x.«3.3.3.3....x3.3.3... 1fi 1 -- ---4 i / I I = I \ I � I I :1 I 1 0 _, TYPI i I I ICII 1 2 TYP I 4 O 1 1 - I I I ;... I Q i ( I . ----- -- -'. -� , - _._ _ S8-1.2 A ; I _ __ ^.`_...:..� _. _ ' • 4 -- I 4 I ' t - 84`,.1 54-1.1 -3. IT:/33.._..- ! as 54-1., I , ( - ® ' , 1 , , , , I i I 1 ` y r ,` ..,._ ,< O i 0 0 . W.� •I . __ • S8, { -L2 I I i 4 I ' ! 1.2 _ TYP = .. 14/FS4-1 ' ' TYP L.i.r_.. _.,. 3.3. 3.3. N IQ I ,: I CI J-4� 11 I1. , I 1 1 � I I I 1 I 1CI F ;T:. 1 I I ( Cin I , Ii� { O I-i-1:.!---- -i7;I% ii 4t I. J-2 _ 2 i _ ._. I; Ce O I , i s I _ 1 .3.........._..__....�.---i-_$- i i- I I i I I 54-1.1 I f i I ,�._�� • f 0 -- ! AI ' I I I i I _ ----_ r 54-1.1 t 4 1 I 54-3•, I I 1 �/� l i O (q_5 3. 3. 3. 3.- - _ --' - - - _-_ - - 3. 3. 3. 3.- f -- 3. 3. 3. 3.-- - - - 3.3.3.3. - - - - -- -- - - 3. 3. 3. 3. -- - -- 3. 3. 3. 3. - - 3. 3. 3. 3. - - - �- 3. 3.3. 3. - - - - - - - - - - t � y I �t- , 1 I I Y , ,,.- 3.3.3... 3.3.3.3... 3.3.3.3....3.3.3.3.... ... ............. ... .... .. 3.3.3.3... 3.3.3.3.. 3.3.3.3... 3.3.3.3.. 3.3.3.3.. .. 3.3.3.3. -3.3.3.3............... _ .. ... 3.3.3.3.- 3.3.3.3.-.. 3.3.3.3.,:..3.3.3.3... 3.3.3.3... ' •� J I i (9 c) I I,/- - ''. , ' I I I f' 1' 54-1.1 _ __- N- L.....= II [I- •, .,.. ...- , ; x3.3.3.__ I n 3 _...__.., r.,x.....-.._3.3.3.. 54-1.1IIIIIMallws_ If Id 3.3.3.3..._ 3.3. ::::- - .:::::-..=-::-..-7,1 a , I 1 ,z 4: Walk 2 2 ' .. - I. 58-1.2 TYP S8-1.2 .i.�,p 1 a • _ _-_ x I i i =ts3± _ __ _ __« 3.x_3.3.._ _ „ ....- 13.3.3. 3. -�� l 3. 3.3..-. 1 ..„ \, ._ i 1 8-1.2 /� Q' Q" © U I , , 1 , I .x3._.... ! - ,, TYP 1.2 a TYP M I I I 54-3.1 ® :_...... f R f a £ � T. t l I lad a I i .�/ ` , 11 i I i i , --, -..._ .t... t t t .l._ ._{...: V f f (A-i x _3. 3.3.-- 3. 3.3.3.- _ - - - - '- -- _- - - -- . - _ , - - - - - - - - -- - - - - - I- --- - - - - - I- - 3. 3. 3.3.- - - - I- x3.3.3. 3. 3.3. 3.- - .. - - _ - ^ - --- - M 4�,�r+ 1 v ,_4 •j I 1 • r = e I I I ! I, i •<:` It __ C :...... r: 1 il _3 0 ,:\ TYP v ,,r_. 4 rii ;! z a I1;_ t , M. : =W_. :3.:3.3.3. x3.3.3.._ 3' 8. :: - x. .l' - -- f 40,61 L t, r 1 „-_--_ ____..____J, _- - ---' » ` _ -gyp - -----: > / 1 �! -1H 54-1.1 I I'_.I {..._ - _ I _. I s4-1,1 I - i---•- - -- - - -- - - - - -!- - - '� \: t !I (AD?' - - - - • - 3. 3.3. 3. - - .._.-_ - - - t - - - 3. 3. 3. 3. - - 3. 3. 3. 3. - - - - - 3.3. 3. 3. - - -3, - - /jIi1II _ H - - 3.3. 3. 3. - -,, 1x! (Liii ' i I tA !I" , TYP ,3.3.3.3.. , j._ I I _ ....h,r.L::. 54-1. h I 0• , . 1 1 54-1.� fi I �r 3 r I I I i I I! © I I .4lfr _ L 3 3 _ _ 3.3.3. 3..- : ; i - `.... ........ ......3.3.3.3. .,..-...... ...... ..... .... A-8 TYP - - - - - JA 6 ,3lip -- - - - - - - -- - - - - - 3. 3. 3. 3. - - - - - - _ - x - - - _- - _ 3. 3. 3. 3. - ._.._ _ 3.3.3. 3. - 3. 3.3. 3. 3.3.3. 3. 3. 3. 3. - - _- _ - - - - - - - - l > �ct!7 T 3.3.3.3.3.;3.3.3.. w :__-- F.:-.r i _ 58-12 i I i I I • II3) , 1' I 6 =.,t -- .. - © �o PRaF1 , S 3-1I =� I `�� G t NF 'Sic (4. - - ---- -i - -- 3. 3.3.3. - -- - - - - - ._ .y _ - - _ Y -- - --- - - - - - - - - - - - - - --- 3. 3.3. 3. - - - - 3.3. 3.3. - - - -- - -- - _ _- _ -- - - - - _ `_ - - ' - - - - ; 3.3. 3.3.- - 654 IPE r ; ;000„, i t , I 1 I 3 1; 1L..... 1 ., , 1 = ` Al r yy OR •N `s E mss..//�'� -3.3.3.3.-. - i . 29, V • i I I I I I I I I I RYAN FLOOR FRAMING THIS SHEET UNO JOIST SCHEDULE I BEAM SCHEDULE KEYNOTES TYP 'EXPIRES: 12-31 -2018 DESCRIPTION TYPE TYPE SIZE GRADE SPACING NOTES I TYPE SIZE GRADE NOTES 7 CMSTC16x8'-0'LONG COIL STRAP FASTENED OVER S8-1.2 - gi FLOOR TRUSSES J-5 J-1 2x10 DF-L#1 24"OC CORR.l LOFT FRAMING B-I 4x14 DF-L#2 - -J FLOOR SHTG TO TRUSS TOP CHORD OR WALL TOP PL No. Date Issue - W/(2)ROWS, MAT 3"OC-CENTER STRAP ON SPLICE 2 0928.17 FULL PERMIT SET BALCONY TRUSSES J-6 J-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-2 (2)1 3/4"x9 1/4" 2.0E LVL - CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER - 2 FLOOR SHTG TO MIN 3x(FLAT)BLKG tn►/10d AT 3"OC CORRIDOR JOISTS J-1 J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-3 (3)13/4"x91/4" 23.0E LVL AT LAP SPLICES,PROVIDE 12"OVERLAP WI(15) 10d J-4 (2)1 3/4"x9 1/4" LVL 24"OC CORRIDOR FRAMING NAILS. 3 WALL FRAMING THIS SHEET UNO DESCRIPTION TYPE MARK SIZE J-5 18"DEEP TRUSS 24"OC FLOOR TRUSS POST SCHEDULE GRADE NOTES �-./�.:/ CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER SHTG TO MIN 3x BLKG OR SOLID FRAMING W/(2) ' I EXTERIOR WALLS W4 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS P-1 (2)2x4 -DF-L#1 ROWS 10d AT 3"OC Project Architect I CORRIDOR WALLS W-6 J-7 24"DEEP TRUSS 24"OC ROOF TRUSS P_2 (2)2x6 DF-L#2 - 0 TRUSS PROVIDE DIAPHRAGM EDGE NAILING FULL LENGTH OF Project Designer n PARTY WALLS W-1 WALL SCHEDULE P-3 (4)2x6 DF-L#2 - 0 LAP COIL STRAP 4'-0"ONTO TRUSS TOP CHORD OR i L J WALL TOP PLATE AND FASTEN W/(2)ROWS 10d AT 3"OC 1N-UNIT BEARING WALLS W-1 I TYPE SIZE GRADE SPACING NOTES P4 4x8 DF-L#2 - Date 627.2017 INON-BEARING WALLS W-8 I W-1 2x4 DF-L#1 16"OC - P-5 4x10 DF-L#2 - C) (2)2x JOIST ALIGNED W/COIL STRAP n 1 W-2 (2)2x4 DF-L#1 16"OC - P-6 6x6 H/F#2 - 7 2x6 T&G DECKING Job Number 161194 Drawn By EA g W-3 (2)3x4 DF-L#1 16"'OC - (8// COL TO BE CONT FULL HT FROM SECOND FLOOR NOTES: ��,,�� TO FOURTH FLOOR .. ROOF ROOF/LOFT 1. : y:: =:: : I FLOOR INDICATES NON BEARING WALL 1 W-4 2x6 DF-L#2 16"OC - I Checked By ARL2. r + INDICATES BEARING WALL W-5 (2)2x6 DF-L#2 16"OC CONT BIT LVLS I FIFTH FLOORTitle 3. INDICATES SHEAR WALL W-6 2x4 DF-L#1 12"OC SEE 21 S8-1.3 AREA OF WORK �1 FOUTH FLOOR BUILDING A LEVEL 5 N 4.REFERENCE S8-1.1 FOR TYPICAL WALL W-7 (2)2x4 DF-L#1 12"OC SEE 2/S8-1.3 - FLOOR FRAMING PLAN THIRD FLOOR = W-8 2x4 DF-L#2 24" FRAMING DETAILS AND HEADER SCHEDULE OC - BUILDING A LEVEL 5 FLOOR F RAM I N G 1 SECOND FLOOR Sheet Number 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EA ICC END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. ,, y- PLAN W/ LEVEL 4 WALLS FIRSTFLOOR S 1 ..sesO - S1-5.1 I 1/8"= I-0" % !/ U C 4 (A-A) (g) C) o) EE) (F (A-G) (CHH) A J (_ ©-L. M) iim ___,./ ilk sa M TYPICAL ROOF I SHTG TO BE I / t I K E P H A R T TYPDIAE I I I f I I TYPE GM- community planning SEE 3157-1.1 1 , i 1 r I DENVER,COLORarchitecAure DO 80205 2555 WALNUT STREET © AlikAlkArk www.kephark.com glik I I � S9-1. S9-1. S9-1.3 59-1. 59-1. a I I � Mk AlliI A r I r I � { S9-1. S9-1. J .�u. S9-1. S9-1. I i (A9F- � - _ I I = f fi I I I I I � . 4 � gke :2 4 E i :I I I © € / T� © r�_ 59-1.1 £I S9-1.1 ( 4 ED . ‘•!'i i , © 1 i f tS9-1.1 v # 57-1.2 i S9-1.1 t I t _ GIRDERV ,...i.:=.7.:-."77.--7"-:-' GIRDER; : GIRDERS V GIRDER 4 TRUSS rri4 I I I I �T USS • TRUS ' �I`_. i 1 1 I _ (TRUSS MILLER fi R 5 �� :� �� 59-1.1 { I t I I r , .__ ! I I I I T b I I fi I- CONSULTING fi I I I 15 S8- • I I P' ----- I ENGINEERS (R _ -`-- _ _ _ _ - --- -- - ( 9570 SW BARBUR BLVD. I I I I I .r fi am i .i I I Ss-1.2 � -� SUITE ONE HUNDRED fi I •• I I ' I f fi fi ( I i S9-1 PORTLAND, OR 97219 fi I I T 503.2461250 � ! I I , i 1 ► I I ! I I fi fi I I II I f I I ( 1 I fi I fiI I f I I Ali MS9-1 1 f I f I f f fi fi fi f f MIR fi I I I I I I I • I I I 6 (11/11) w fi w w 4 4 - w fi fi I I 58-1.4 1.11111111 -- - - -- -- - - - - - - -- - - - - - - - f I I I I I I I - - - - - - - - I I i ._ . .. ----_.:..� ® - - - I - - - - -.- - - 0 r ► I I I ? 4 } n { }i ,5 4 ( I I I ,+, ` I S8-1.4 fIui1uiiI1Z1�T I; 58-1. r t I I -1 F� I I I I I 4 Cip `, ! J�.. ‘wts\ 4 I I I T 1 _ _._ _.__ I H 59-1.1 I .• vi v I I S9-1.1 I I I I S8-1.4 I 6 I I I 4:,<< ;TTr15 ,. ,. : I © I I I fi 58-1.4 - I A,. `--GIRDER I? _............_-..-._.. .........1 'GIRDER) 1 t v I I } t I % - ------,, TRUSS �_. ---...._ , TRUSS: �-•1 I I I ( fi ---1°------___ _________________ 58-1. _ ir 4 I I I I i (A\ -4 _ _ - - - - --r - - _ -_ - _�_ -_� _ .- _ - _ _- _ - _ --i- _- _ - _ - --t- - - . _ ... _ - - - - t E - f ,.. S9-1.1 - - - - -- t - - - - - - - - - -- - --- - - -- - -r-- - _ _ - -- -- - - - -t---- - - - - - - - -r- - _ - - -- - - - 11:e ., I ( f -8 I I 59- . 0 • {---"--- I I I I IC) I i I 58-1.4 i „.........,.7.::_,.:::,.... -7 - -1 I , ei I t I / /1 ICIC I I - �}- - fi I j fi I fi I I I U '�,/� i I i i' 7 I-t i � � 4 / r...)firs ,� Cii�ill :_ T I fi f I i - f I I fi I �' t I 58-1.4 s / N 11 vX 9 t i t t t t i t E O fi I ` mi.- 1 / \ 58-1.4 ( 6 fi 3 © 6 0 '`.` 59-1. S9-1. S9-1. I I ► 0 �Z ! C 4! , S9-1- I I 1 6 58-1:1 I I I I -7.-- � I I I Im 0 I I 1 SIM �- f'� �-1.4 �I I I I I I ! I � v*� o i ! � I I t I I I I ! rX � i""'1 I I fi fi I I I I I I � �`�./ O "Th)- -4-- I I I II I I I I I I I CD Gi I I 1A.., _ ___ ___-4- ----- --4- --- -- ----- - - - --j-- - II . I -- - - - - -- - - - -- - - - - - - - - - - - - -1-- - -1-- -4 - - - <I I I I I I (11119 CX) Filla fi i fi fil I I I I I I I I I I fiI I fi fi I I I I I fi fi II I I fi I I I I I f I fil I fi I I I I I f I II I I I I I fi fi - I I I I I fi I I - fi i fi I (A-6 - - - - I - - - = - -- _- - - - - - - I - - _ - - I - -- - - -- - - - I - - -- - -- - - - I - _-- - _- - _ _ - I - _ - -- - - - - - 1 - -- - -- - - - - - - -- - -- - _l---_ ___ _ ___ _ _ _ ____ -,- - - _ _ ____ _ _____ ____ I 1 , a I i!► AM fi � ' ' 8 I I I 8 fi fi I fi S9-1.1 , 591 , , _ S9-1.1 MIR I I I S9-1.1 I I I I S9-1.1 I fi I Iit T I I I I la I Mk I MIR 1 I I { , I I I { S9-1. S9-1. I S9-1..J S9-1. I I IA-7 ______ ___ _ _t_i ____ _ ___ ____ _ _ v- _ _ _ _ ,,f4 - - __,_ -J___ _ _ 3 I I I I I I or Ask . I I I fi 11 I I I ' i I `ii A .. ‘41. GIRDER I I i t I I I, I I I ti 1I 1 --- TRUSS I • fi w I / I Il t ..,____ It. 11,, (--t. 5 1 . _ _ } w, j GIRDER fI �-GIRDER _----<< -..1:__ ._ fi ____:1 �.-- .: I I { ( f f f I -- �-'"`' © I I TRUSS t r t , + I -TlKf4lI \TSSfJ # AL, (4 V i - - - - - __t_ __,_:____. e _y______ _ .,1 _ _ __t___--�-' `� GIRDER - • .5 :...._r -' SSR t S9- 7 • I fi I 1. ! Ot I fi fi ! ! TRUSS ± ��ED ROFFss 1.1 : f y -- -: L-_�.�.- �5 G 1 NFA <Q , i I 1 I t �� ..: 2 �� I C7 �� S8-1 A_g - -. _ - --=..-,----. - - -11 - -- - -- - - - -- - --- - -- - - - - ---- - - - - -- - - - - - - _ - - - -- , - - - - - -- - - - - - - - - - 54 IPE 57-1214 . 7 _ ,- ..� . - r ` - _.._r= -T. . ^...- VI �i I 7 i I 1 I 1: : y ORE ON f`"r' /-~ we w A d w mg (s-9_4,) S9-1.1 'L `mo.A-10-- -- - - I - - - - - -- -- I - _- - -- - - _ - - I _ - _ -_ _ _- _ - I I - - _ - - - - t - - _- - - _ - - - _ _ - - - - _ _ _ -- ter- (S-7-13) -.._. _ _._ , - -- - -- _ _ ___. 5: I , ..��., ._., --L.-: -:: . o�E?v e z ��(t• �,.� r s I _... ... . .. .. _.._ _.. RYAN � I 1 1 1 1 L - 1 s A all - 1 EXPIRES: 12-31 -2018 I8 ROOF FRAMING THIS SHEET UNO I JOIST SCHEDULE I BEAM SCHEDULE V DESCRIPTION TYPE I TYPE SIZE GRADE SPACING NOTES I TYPE SIZE GRADE NOTES No. Date Issue ii ROOF TRUSSES J-5 I J-1 2x10 DF-L#1 24"OC --- f B-1 4x14 DF-L#2 - 1 06.27.18 2 0928.17 FULL PERMISED T SEFOUND. �4 B-2 (2)1 3!4"x91/4" 2.0E LVL - I WALL FRAMING THIS SHEET UNO WALL SCHEDULE B-3 (3)13!4"x9114" 2.0E LVL - DESCRIPTION TYPE TYPE SIZE GRADE SPACING NOTES li EXTERIOR WALLS W-4 W-1 2x4 DF-L#1 16"CC - p i=1 CORRIDOR WALLS N/A W-2 (2)2x4 DF-L#1 16"OC --- ( POST SCHEDULE 1 MARK SIZE GRADE NOTES 1 PARTY WALLS W-1 I W-3 (2)3x4 DF-L#1 16"OC -- P-1 (2)2x4 DF-L#1 - Project Architect g 8 IN-UNIT BEARING WALLS W-1 I W-4 2x6 DF-L#2 16"OC - I P-2 (2)2x6 DF-L#2 -- Project Designer Li NON-BEARING WALLS W-8 I W-5 (2)2x6 DF-L#2 16"OC CONT err LVLS I I P-3 (4)2x6 DF-L#2 - Date 6.27.2017 W-6 2x4 DF-L#1 12"OC 2x6 PL,STAGGER STUDS p-4 4x8 DF-L#2 - N NOTES: W-7 (2)2x4 DF-L#1 12"OC 2x6 PL,STAGGER STUDS P-5 4x10 DF-L#2 - Job Number 161194 1. rz. =w .:=' INDICATES NON BEARING WALL W-8 2x4 DF-L#1 24"OC --- I P-6 6x6 H/F#2 - Drawn By EA a 2. . + INDICATES BEARING WALL AREA OF WORK -•-101. LOFT ROOF 1 ROOF!LOFT FLOOR Checked By ARL 3. ,srzi , ; INDICATES SHEAR WALL FIFTH FLOOR ti 4.REFERENCE S8-1.1 FOR TYPICAL WALL Title o FRAMING DETAILS AND HEADER SCHEDULE FouTH FLOOR BUILDING A LOFT ROOF N 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EA BUILDING A LOFT ROOF F�;AM I PLAN THIRD FLOOR FRAMING PLAN END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. �,i j I SECOND FLOOR Sheet Number = VV/ LOFT LEVEL WALL (.9 81-7.1 I 1/8"=1'-0" j FIRST FLOOR } S Ias7s11 O UGC t rni , il= KEPHART community planning architecture 2555 WALNUT STREET /"'-� /-\ �--\ �"\ l"-1 �\ /"-� /-"1 "..----s, /"* DENVER,COLORADO 80205 (B—A) (B—B) (B—C) (B—D) (B—E) - (B—) (B—G) (B—H) B—J (B_K) (B_) , „rx�>> 246'-3 T 17'-4" 28'-0" 18'-0" 27'-2" 2T-2" 2T-2" I 27'-2" 1 2T-2" 2T-2" 19'-11" I 1 - 1- -I I I ` 1_ 10:4 C I OR PLACEMENT COORDINATE WITH ARCH 1 ( I 1 j STREETSCAPE STL 1 I ! 1 I COLUMN AT THIS LOCATION IS NON- I I t BEARING-SEE DTL I ( AND REQUIRED EMBEDS ( I I 5/S5-1.5 FOR CONNECTION AT SLAB AT UNDERSIDE OF SLAB (NON-STRUC URAL) (2)#6x6' (12)#5x12'B I I I t , 1111111 1 I 1 I I I c0 (4)#6x12' IT �.t... I`:`� SR 5 x '�.. s ,1 ° ( ) 1 B / 4 #5x 2 ::,.::. ,..,:,: w, x12 .>._ -.,, _.: - _-- #6x12 9 #6 9 � :�. .>.. : ._: . ,.. : ) c ) g #6X12.. MILLER . { ) ° ...>... ( 1 i 9 #15x12 r r 1 'l ) 1 / 1 1yT"" ✓* — — — 1,--� xt. ` i B 3 is � i v;. 5 xT G .. ,.. . O .. � - . � 5 x40 �_. .- ., ._a. �...4 ... .. .., , ...y ... .. .x # :;_,,,m-_4-.;-g..i;:z:-.r,..1;:. _ .SR 1 ,.-,: .. .. v �'- ISR-11 , ... .. 8 #6 2 RSR1SR5 1 n( )#6x1LI _ {2)#5x30 B �'- �, (6)#6XT ENGINEERS 3 W I (6)#5x16'B ( I « w tO t / ( I I #6x10 AT �--� Ln x ` I x (10)#5x12'B t- ( 12OC (6)#6x12' x I (1. t U I I tt, 4 U 1 �' { 6'-0" o ,�� , , -- x I �,o „ ' ' ' ;- ' 9570 5W BARBUR BLVD. ' I I I °-'I �� " 1 v N e 1 0 1 I II 'I I ! N ( I SUITE ONE HUNDRED n I I �1 I Q �� I I `� I v I ( II 1 n f ® -- < ' ♦ N N I #6xT AT 12"OC ` ( I �, r PORTLAND, OR 97219 ( I ( ( I I I I , T 503.246.1254 r t N N r N ! W �+ x x x Q N I Q (13}#6x24 io , x x (6)#6x26 --�� 1 j x x I x ( ISR-3 4 W r SR-3 AT 6"OC r----"\\ :(:-'7.1..1',.,-::',,:,.4.k..- I SR-4 (4)#5x12'B Er) ISR-2 {14)#6x26' r. rn rn SR-1 rn SR-1 11 I I �- (7j#6x12' (7)#6x7' ISR-181 ,-r:;s_ :s} I ... - F. iTi iTi ` iTi iTi iTi ,T , ! : T i lilt ; U .-:,:„-_,.,,,,_:....,,,t4: `t <' _>>N (11)#6x1 2' ' (9)#6x12 (9)#6x12i <.::;:>:;::; ] (9)#6x,2'1 ;T; SR-1 I .� (9)#6x12' (9)#6x12' I {9)#6x,2 (10)#6x12 A .43 ,; x 1 SR-1 (12)#5x12'B ( 1 V, iv ti s :. : 1 r r I �( `A'' P: I I r I i L 1 v 1 r ( ADD'L#5x9'B A�(12"OC• - �� m I I .4/�ab. i " ( — 1 I 1 #6x12'AT12"OC �� t N I I ,� 1 r l 114 PTI r 1 r I I I I •i I ( 1 f ( , SLAB , ! 1 I H I H co co b 1 co I - ! I I +� ITe ~� 1 t \ I V ( I 1 N x ( A " I I I lam W 1 1 ADM_(24}1#5x9'B ; 1 t #5 AT4 OC EW 11 1 -� #6x12'Al'12"OC ,�� BOTTOM BARS TYP ( �-tz 0 (4)#6x,8 ' -1 " ( ® (® Ra \ ;., MED ® ( GEM ® ( ( :._ _- .._ .: o #5x,6'BAT24"OC � IIS a. ' bI r I I ,.•' NI N N N N NI 1.1 .1 C� E I N I x I x 1 X I X , x 1 X 1 1 1 - x x W I (13)#5x12 B c W t„ (6)#6x20 . , h-�-1 __. 1-11: b 1 1 SR-1 Ki 1 SR-1 - 6 ISR-2 (4)#5x12'B ISR-2 Cr) ISR-2 (4)#5x12'B 1 SR-2- (SR-1 ISR-1 7 #6XT .,15R-18 M1-4 Cf i I -- ----- N vo iTi iTi �.' iTi iTi iTi i i ° ,T , iTi ( ) �i� _SR-5 X LIT _ —_ _ — --+ t — — _ _ _. — _ �_ _ r _�� _ — _ r 1 - - - — _ — — _ 1 _ �_ _ _ _ _ _ _ — -a — — _ — — _ �_ _ _ — _ —' _ —� _ — — _ 1 – —_ _ — _ – OI — — _ — _ B– — �� (9)#6x6' N i- — - - #fix TT! _— _ —(9)#6x12' Lp — (9)#6x12' `�/ \'G— - —(12)#6x12'; (9)#6x,2' Li,; - {9)#6x12' ��, #6x12-2111H- J j X -(9)#6x12 (9)#6x12 1 / ^(9)#6x12 1 1 �'iZ V r� _ v4 11111111.1 **4 t.� 0- E---- --i v 1 I I I ! I I : -� �' o ( (6)#6X20' ( ADM.(fi$�#5X9'B � I I I 1 " I:: - J__3 I 1 - re �"-i t- t .11 #6 AT 12"OC 1 #6x12'Alii 12"OC I I I ,I 1 (9)#6x40 AT 6 OC t 1 r (f.� � ;., ( CENTERED ON - N N ( 71 , x I o x -- x I x 1 I WALL BELOW I Co) V4 -""'''''''''' .. ---' i L+: >>_";<:> r C I ?rt I . 1 . 1 < 1 W 1 / /1 �'�'� X r c0 =-3-: .� 111111. 1111 /J _ SR-1 :t SR-, 1 �-- ISR-1 ` SR-1 o (SR-1 12 #5x12 B x 1 " SR-5 ;:l4 y #6x8 AT 12 OC ,,, .-I_ ;= ..,,: (4}#5x12 B ^l, ,l, ( ) I �I ^ Mr #l6 16 AT 2 OC (7)#6xT \./ 1 1 1 � 1 R1 c� _ T 1 S 1 , AA - - - --- "- - - -- - - - ^- - - -+-r+ - - - - - rI-1 -`-a; - -+Lr — _ - - _ - -'- - - iL� - -- - -- - - -- + i-r- - - - -- - - — r-- - - - - - - - - --_--t - _.._ _ — _ - - - - - - - - -I-- - - - - ._. ._ —.y B-�t _ _ - —- r--- (9)#6x12' —(12)#6x12' f 4 1 r ' - - — - — - - .. (9)#6x,2 }. {9)#6x12 }. (9)#6x,2 },• [7-7:;- „ c--i (10)#6x12 Nt _ 1 ' ` k_�_; (9}#6x12' y?I i I I L : I J '°` I Z 1 I ! t I-t 1-Z 1 rr .r ✓ - i -\--rte - - - v o I I I o –I I C!) to z 11 1 1 t —, r--i Cf) 111 I I -1—' - I —� �, I--- I c� e KCI3 III I �.} __.. _...�... ..._ ...._ 1• • 1 1 t ( i r ! ce a I ! ! C I CD F--' ,-#6x2T AT 12"tDC:..>:<::':,:;=->.=-`' _, 3'-0" I I I v - wQ III �+ P. U 1 #6x6'AT 12"OC I I I r , :>= <`F #6x6'AT I I I r 1 r /" #6x6 AT N l I 12"OC „,'„'„;,,.....',;,-;,!.4.', 12”OC I I ( SIL��` "...-.�`,`' " ! I I C I o 1 1 ( , t ; ! I 1 I 1 1 t 1 #6x16'AT 36"OC t �' CIIID OC) 1 #6x15 AT-- #6 AT I C I I ( I III I 12"OC III r ! 12"OC r 1 I I t r I III _. — _ I I I C C (1( i"""" #6xT AT I �-r _ ..-- -.1 I r t ( I 12"OC 1 II SR-1 I I C I r C (B_ )5 - - — — -- - -4.--T41_21,-(g)#6x12� __ _ _ - - - - - - - - -(—'- - - - - - - t- � --- t —_ - -- - - -- - - - - -- -- --- - - - - - - - - - -- - -- -- 1 - -_ _—_ -- _ — _ — _ — _ - - -- - --- - - - - ! - - - - - - _ — _ _ ___ _ ! - - -- _ - to ' » 1 1 ( - I I (14)#6x30'AT 8"OC I I - I I I I !I 1 t .-Zir rn )1 r #6x8'AT12"OC I - -- - - -- - _ - - - - - � - - - ---- --. _ - - ( --- - - - - - - - - 1 — _ — _ — _ - _ _ _ — _ I - - - - - - - - -- - - -- - - - - - - - _� B-6 - - - - - - - - - - - - - - - - - - - - - -- - - - - -- -- - - - - - - - - - > 7.4:-; ..J # p I #6x12 AT 041,.. ., O 1 I 1 I t 1 I : :: -1::.;::!: .:-,-:. ® o ,z"OC m. � —(2)#6x22' I I I I I 01x I I I I I I ,i, I :. in 1>G?' I r r • N �I I I . I I I 1 I I I r I r I 1 t ! r r h X NI X X I I I I I I C `I i w w 1 g I I I t I I I I SR-8 a SR-4,...r4 os SR-12 �' r_ _� SR-1 I I ( B—� r --i _ r- - - - - _ - _- - _ - - _ - --- - -- - --- - --- - - _ - _ - _ - _ - _ - _-- - _ - _ - _ - - _ - - -- - _- - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - I ;1 (9)#6x6' _. (9)#6x12' r I (9)#6x12' (9)#6x12' I I ' I I I I C I 1 I I 1 I I 1 I 1 I 1 I 1 j ( ( I ( - t.., . STEPPED AREA OF SLAB,TYP C I ( 1 I I I :r.,:i '; - 1 ¢ I I COORDINATE WITH ARCH I 1 1 t I 1 m ' ADJUST TO REINF AS REQ'D ( I `} I I ( TO MAINATAIN 1"CLR I I I r C I I x I -`:1 1 .. Lo I I I 1 1 I I 1 I I I I C I I r I I I lRUCTURQ 1 ( I 1 I 5 ,T t , , ' , I I ��¢4p PROpe .; »r.. I I I r I I f I i M Ii 1 I I 1 t I I I 1 �. k.�fl f NF, `�'/p a 65441 PE l _ . _ _._. _ y I I - I I I C C I I I y SORE .N ,.W _ I I I i I I I I I �° °/'� t �p 29, v I ti ti I �. r - ! 1 I 1 NOTES: I I 1 x x ... __._ .. -1.. RYAN I 1. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR C I I t I $ 'I C 4 #5x16'B I' -. I ( I EXPIRES: 12-31 -2018 ; I 1 _ (5)#6x6' °= 1(9)#6x40' ( ) 2' , I •(5)#6x12' I I I SLEEVES,BLOCKOUTS,ETC.TO BE COORDINATED W/ I I r , (((fJJ .. _ ..— STRUCTURAL DRAWING S I I C To issue1RRR - -- - - - _ .._ . _ __. _ —_ �._- - — - - - - - — ` . .. . �. : . .... ..... � , � - - - - - - - - - - - - - - Na. Data ( r SR-11 I SR-17 I SR-17 t SR-5 t r r 2. REFERENCE S5-1.4 FOR TYPICAL CONCRETE DETAILS AND r 1 1 2 0928.17 FULL PERMIT SET >� I I I ( ( S5-1.6,AND 55-1.7 FOR TYPICAL POST-TENSION DETAILS I 1 I I I I I I 3. (X)#(Y)x Z INDICATES QUANTITY,SIZE AND LENGTH OF t I I REINFORCING AT TOP OF SLAB, UNO i 4. (X)#(Y)x Z B INDICATES QUANTITY,SIZE AND LENGTH OF F, REINFORCING AT BOT OF SLAB,UNO 43 KEYNOTES 5. 4 INDICATES POUR STRIP-SEE 11/S5-1.6 Project Architect L.:.1 PROVIDE SLIP JOINT AT CONC ELEVATOR / SHAFT WALL-SEE 9/S5-1.4 6. SR-# INDICATES SLAB PUNCHING SHEAR . REINFORCING PER 1/S5-1.4 Project Designer 5/8"DIA x 8"EMBED(MIN)CIF,AB FOR 0 ABU66 POST BASE AT WOOD COLUMN 7. ADDED MID-SPAN REINF SHOWN IS TO BE CENTERED Date ABOVE BTWN COLUMN GRID LINES AND SPACED AT 6"OC UNO 6.27.2017 a 0 8. TYPICAL SLAB REBAR CLEARANCES ARE AS FOLLOWS: `-" a.EAST-WEST BOT BARS: 1 1/2" Job Number 161194 b.NORTH-SOUTH BOT BARS: 21/8" N c.NORTH-SOUTH TOP BARS: 1" LOFT ROOF Drawn By EA a d.EAST-WEST TOP BARS: 1 3/4" 1 1 ROOF/LOFT FLOOR Checked By 9. ...-.,..-. : :,_..: _ INDICATES NON-BEARING CMU WALL FIFTH FLOOR ARL BELOW-SEE 2/S6-1.1 FOR CONNECTION TO SLAB 4N FOUTH FLOOR Title THIRD FLOOR BUILDING B LEVEL 2 N 10. C==D INDICATES BEARING CONC WALL BELOW- AREA OF WORK SECOND FLOOR SLAB PLAN SEE 4/FS3-1.1 FOR CONN TO SLAB UNO 11. CONCENTRATED BOTTOM REINF SHOWN IS IN ADDITION FIRST FLOOR Sheet Number = {2 TO THE TYPICAL DISTRIBUTED BOTTOM REINF p LL BUILDING B LEVEL 2 SLAB P L fit• fuito INDICATES HOEDOWN ANCHOR LOCATION- SEE 41S7-12 a.Ofs2.2. 1 0 .- 52-2.1 1 1/8"=1'-0" dr= KEPHART - community planning architecture 2555 WALNUT STREET DENVER,COLORADO 80205 www.kephart.com (BA) ( ,) (B-C) (B D) (gam) (11-F) (B G) (B-H) g-� B-L I I , 1 ► 1 i I # # , ire I I I I I I I I I I IIS ! 1 1 f I E I t I I I I - I0) YI I I I I # # , 0 1 I co 0 MILLER co co Lc)I. Y �y Y �. .r I I IIJ� ; at 00 , 00.... .., ........ .... .. ,n. .. < is i. .. ......,\ .... ::� •.'Y.` � S� N ,.�, I N CONSULTING , t 1 -... ,. r .:C...-... si. is K<„ 1 1 r.: ,t 1 - - -- --- - -- : ..- .. .__[ . ..,< 1 ! . :S :.++'...o-s�a.,..�.,yn. 1 � _ ..w 1 �._ -_ _ _ _ _� _ - i� �'- -•±:;. ot;' ,..,i...,, ` - ;jst ...5.•-9-1 :ti.- �rk_ 1 H ^tv^,•T --®i ._ -_ R 1 t 1 t f k : .:: t i f i $.= b S 1 r ENGINEERS , 1 � ; - #+ # � . . __ _. 1 , `�< .. . _' # 1 `I J 24.7K/FT j � E:;l � - _ -. - � _�T._ - - - -- ----43-1 .2 I I I ♦♦ 7" 13" 4" 125" 4" 125" 4" 13" ® J 225" I I 7" I 7" 12.5" 5" �'� 9570 SW BARBUR BLVD. 1 1 H• - - r I ,� s s - s • a s - s s II 7" I ! s i s s SUITE ONE HUNDRED � , 0 " I " `` I " I '�' I �' " I F. I I J - I i 1 I J _ I PORTLAND, OR 97219 • » » » • » » aw » J 111 n J »_ » T 503.246.1250 I I : t I I I 1 I I I I .p , I1 t _ I I M ` I : : I 1 Nit rn1 to t to I rtlIII 11 to Ito I<`y ICV tV Chi i . N TT1 CV -T� , Cy •# 1 I I 1 N ;;T; (NI ;T_ - - - - -- - - r' -- - - - - - - -`' - - - - -r- - - -- i♦ - - - `'---- - -_ _ _-•- --- - - ---- - `' { + - -- - - - - T - - -- - - -` - _ - - -- - - - - - _ `4 2,. ':`#z:;U1t-- -»-- - + •1i-r 1- t +-» » Fri -» » + 1.1-- T' »: . +C 1:•::1?f::: 1 1 1 -� t l 1.4 1 1 1 t l 24.7K/FT j = _ •--i-, --.,,,,,-----------'---.72- ' :fir.. -1 ; i f ♦ �f_ . � _�� . _ _� f _ f ;'; a> I mo ' il ADD I # ♦ w w w w 225" w i w a I . 7" ,� 7" 13 4" 12.5 2.25 12.5 13" 1.25 13" 10.5 12.5 5" 7" 7w;. 7" 12,5" 225" 12.5" 10" 13w 7" ♦♦ 1 t 7 r 1 i 1 1 it I 4 11-1 i ; sif I♦� 14.1 KJFT 1 " I I - I ICif)1 II 1 I 1 I = L I L I :♦ I L = I ADD = 1 L 1 • L I - L I in I N N N I ♦♦ I tCV N I N - I N I 124.7K/FT J N - 1 N I N I IV » N CV » N » ♦ I "C'.4 CV I N » I N » I j ty » ( N » 1 co" » w I I I ♦ 7" 13" 4" 12.5" 2.25" 12.5" 2.25" 12.5" 2.25" 12.5" 2.25" 12.5" 5" : r I f I ♦ a ! s a a tt • JL a a JJ O -I I I ♦♦ I I � I I I I r_....._. Z ., 7" w p MI " ( s 1 1 I 114.1K/FT-} i # I i t, , 2 ..i.„ .itt ♦� I I I I I I ♦ I ADD I I I I I_ ♦ I a ;. I.., ,» N �, I ;r, 1 , 1 I I I I IZ (... iT i CV iT Cy iT `y iT; N N iT{ ty ,'T i tV T e N T N f T r-1(NI ` g- +� - _ -- - _,Lp 111---- - - -- - - t- - - - - - -- - - - - - - - - --rr1/-+ t--_- _ -_ - =• - - - - -- + »r - - -- - - -_ '- - --� * lir - -^ --- -- -- - ;'-»� 1 - -- - - - - �-0-#1.►- - -- - -- - - - -�`M 1 +- - - - - - - - -t" M , , _ --r-ly +• 1� V 1 1 I 1 1 1 1 t 1 1 1 1 i I I I I I ® to f r ♦♦ t f t 1 - # 1 a1= 4 I 1 > I I ♦i I I I I I l I : :1...:'.:::--.::::::::::::::::.1_ _ 1_L 1» I 1 �♦ 1 1 r 1 I 1 :1° 1� toI � .. » I » I � ♦� I »�. » I f... 1,..» I � I � I I: » ' : < (.1) rn I 1 1 1 N ♦ I I 1 I I I :I' �_ 1 I j4.1 K/FT I I41FT . ,..:,;,:,.,.;,,:,::4,1,. 5:,,,,,:.„,. . , , V '4(--) ♦ _I •- _ ADD 7" = , = -. 11111114 Z I I s I_ --- -'i .'. w w w w w w w - w w w w e ..._7,1,..; � .- 1 1 A 2 (6411 ' � .. - " '` 7 13y`. 5♦ 12.5 6♦ 1 .5 6 12#.5 6 C}12.5 .7 1Z<.{�5 7"� � .7 � • - I , I - j I II CI I Ci) 1 c C/J 11 I i I I _ J 1 7" 7" 12CD .5" 2.25" 12.5" 7" t s ■rn " . # r 1 cip O I A l 1 I :71: 1::: 111141 .:': III 1 = I I I I I I I I o N • 11 CD I 1 I I IC. I I I I 00 11 • I i I I f I { 10 11' I ' I I I 1 I I I I I .� Itl i I I f ' 1 1 I 1 I f I '11 I 1 1 - - ler-11 I I I I I 11111111111 11 t ----4- r.�e --I I i # I Il; IN I ' 1nI I I I I I I ' ij -,,,-.:-.‘,.,1 � �I � I I I I - 1 1I I ' 1 .. L i 1 1 1` I 1 I I f °' I I I I I I I I I ( � io Y II I I I I I I I • 0 I 0 0007 I - » 11 I I I I I I 1 i ! = 1 I I I 1 I I I '' I I I I I I I I I 1 t 1 , 1 - 1 , I � I I I �' x,. : _ I I I I I I ,• O t ®L ® 1 r 1 1 # 1 1 , r 1i€7 lk r-+-<t r-+-1 rr- -1 I I I I I r _ I I I I I I I I I 1 > • I I I • _--STEPPED AREA OF SLAB,TYP I I I I I I I 1 : : I t 1 COORDINATE WITH ARCH , I I I I 1 1 I . - I I I I I I I I 1 7":,,:'-:--,4i::`:;: 7" 12.5" 2.25" 12.5" 7" I I 71". 1 1 1 I I , I I RCT tit ?.1 u. fi= • _ 11 w I I I I I I I �4Ep PROF�s I , N » Nw , N » ! 1 I i # t 1 I I �5:6584 OjN /•.......-.-1: N N I NII - I I I I I I I t1PE I { 1 1 1 1 I I # i i .r Ir:: ::_....__:::_r::::::::__:_::_:I I I I I I I I I I I I I I 4 t i I 1 1 1 924 ,.0(0):2:9 •N ` I I I I I I I rAN L� 1, I t .1,-.1 1 r # r 1 I 1 'EXPIRES: -2018 ' 3 'I i ......- _. ,Fr-------------------- 1 .1 121} #. i , r r+ , 1 I { I I I ! t I No. Date Issue $i r -/D -..-.. . I. 2 09.28.17 FULL PERMIT SET L iM� , 1c �� I �1 I 1 1 # I 1 1 I I I I II i I I 1 I I I 1- 1 t I I I I II t I I a 1 NOTES: Project Architect 1 1. REFERENCE ARCHITECTURAL AND MEP DRAWINGS FOR SLEEVES, Project Designer BLOCKOUTS, ETC.TO BE COORDINATED W/STRUCTURAL DRAWINGS 2. REFERENCE S5-1.6 AND S5-1.7 FOR TYPICAL POST TENSION DETAILS Date 6.27.2017 ci 3. IF- INDICATES POST TENSIONED DEAD END Job Number asN 161194 4. 4."- INDICATES POST TENSIONED STRESSING END g.g. x Drawn By 0, 5. -'r- INDICATES DISTANCE FROM BOT OF SLAB TO CENTER OF LOFT ROOF GRAVITY OF POST TENSIONED TENDONS Checked By ARL I ROOF/LOFT FLOOR 6. XXX K INDICATED EFFECTIVE FORCE FOR BANDED POST TENSION 1 . TENDONS(KIPS) I FIFTH FLOOR Title o - FOUTH FLOOR BUILDING B LEVEL 2 N 7- POO(POO(K/FT1 INDICATES EFFECTIVE FORCE FOR DISTRIBUTED POST POST-TENSION PLAN TENSIONED TENDONS(KIPS 1 FT) Is THIRD FLOOR I- 8. , INDICATES POUR STRIP SEE 111S5-1.6 AREA OF WORK -'.- SECOND FLOOR Sheet Number Ur 9. AT RECESSED SLAB AREAS AT BALCONIES,ADJUST TENDON PROFILE AT FIRST FLOOR >- 7%✓% HIGH POINT AS REQUIRED TO MAINTAIN 1"TOP CONC.COVER I BUILDING B LEVEL 2POST-TENSION PLAN . 1,, HIGH a. - •S2-2.2 I 1/8"=11-0" /�,�/ - z•----N. ,,------, ,.....,„ ,------.. "---• # .. ... (B-A) (B-B) (B-C) (B-D) (B-E) (B-F) (B-G) (BN.-H) B-J (B-K '_B-L I ,. ...." T KEPHART I TYPICAL FLOOR I I I I 1 i I I t t SHTG TO BE plannin (TYPE( I I �2555WALNUTSIREET 9 architecture 'DIAPHRAGM- } AliAAArk 2 t t Aft , I 1 Aft DENVER,COLORADO 80205 xepa�t. SEE 3/S7-1.1 VIPIMF V S4-1.1 58-1.2 54-1.1 I S4-1.1 ( i 54-1.1VIfirep / V C-17-Ncc, F- n. I allk 1 1 , 1 1 - I�-- i„ ) A OAS B-1 4 ,i ,/ i- . __It\ �'�, �. 1 1 . li : _\. t. fj ,/,_ _ 1:3,'Illii.,.1 ,1400;;;;,,,,, NN _____;:= . n. i -1- -- - - - --B-1 2 (s , (7) , ,, -._...) 1 i ._,,„ • -.1) -.........:_„ ' I ,..... ....-..4. • I le . t f' _2 t 4 I • 4 11 4 - 4 1 1 1� 4 1 I 4 , 4 1, _ 1 �=t}- ( 0 :11:,-; -8-1.2 '74 ..._ MILLER, 6 . ---;..: I r t 1 , _ - 6 1 :.:.u:.>'a iiax<.:.:..:io..::M:::>:.::..,,/ins:..hFN?�;.r%>9i,:h?.wh1:24Y':'• ,: ii 1 - 1 : =`A � ' # S8- .2 fi CONSULTING j,,,.-._ __•� ; I H r H -°r I V I _ I `I Atik _ _r. �.` - TYP ENGINEERS . rs: i 1 i 1 t 1 Z >w s I ;t I 4 4 I I h _, i 5 6.-- 9570 SW BARBUR BLVD. -- - - - - - - _ __ -_ f f , NN i >._._w ...-.-.. _.. ri r _._ _ _. • PORTLAND, OR 97219 S4-1.1C _...__._..:.. ___._.. __._. Y T 503.246.1250 r rep t.« i �, 1 1 58 I. 5 t - F •...__.__^., s f s i '_ _]::} _- _ ,._• _.-___ _.., - _.-__-_.- ?t --;-7t TYP ':./ 1 if J i, if -.--..r., w \\..77:-.: ,� 21:::::11.1:::: 1 . I ! 3 )' 1 t _ :i * B-3 ,F1 1 I } 7 --,. 5 juirt"" _. 1 if y. w f: • ;; .. 58-1.2 1 t � I tiItt �� _ I p I b I _H I _ „ I 1 ,d, I clim _�:�.s: �► I t i y �i i ® V i 1 I I• - ' , .__._..._,, TYP 8 F f 3I' T W Ir , . 1 0 �J442- 2� k • 58 2lirin ' n ,_i i s 3 :, 7 , I;sy�l, 4iY��1 f / r '' ' _ -�, ry •Q GIRDER__. .: ` I 1 f LLL - TYP 1 , TRUSS _. 1 ` i I ; I I " t 1\-\\ s/° "� + I - _ _ ,� \<,,,, f:4i 11 7, FM." f__, ,- -a- _ - - - / : _ _ ' - -T - - - _ Z 0 Q3-3 - -- - - - - z r '' �i .. 'N . .c. ' f-: / ' N.- . > �' p 2 et , r- > I I +~. 0ct II TMP rit:2 ..,,,,, ,, S / / I ,t' '..:si- fi I zI ,_ , 1 , L.,,) ,, , . :: ,,,,,., , „ ./.- 1 It .et!! , . . 1 .v Alk t. : J V to 0 41111 CO c,..-.) .:\ Q , , :, i t +, .2::::.„,,..: ,„:.::.:,., r-i-- , , . „. ..„ „ ... , ., _. - „..., ,. , _ , _ ,.. , , .. p...., 0 I . ,t<, 1 4 �,� 51!...., 4 1 4 z 1 4 1 4 1 ' S4-1.1 ( I -i aL.... ,. o ,„ _. , ,0i 1 _ . , - - - - �- = -- __ - - - - - I - _ - --k, - - - - I _ - « - - - - - - - - - - 1Lii.(64 - -- - I- . ' -,,, . ,..,,, ii I-4 ,: ± ________,__,_ i,, _____ rt1,,, ..,„. „, V J +�� t 1fr „. r---- (----. i-F__..... z.,--___ --nI \r./ " 1 , , , : l 7,--i--- a/ 2 (- I .. Imo,._ �;• �/ {_ - -i R :=.„....._ .. -- i i 7 , .. r it I 01 / 1I ., I r - - -- 11 _ 1CIL •'', A C.) -) 8-1.2 ..1._:1 v�y�` { 541 1 �..................___,___T____,„ ,......,., ,. .... -,.-,. ,e- 0 ^I 4 Li----1 \ < Z -a {! i I t ! S8-1,2 I --_ ---1_ Lt- -- -- -- - o TYP ` Qry Q 1 Ld 4 A I fiAft 54-1.1 2 fi 114 IP I tMir �?'R'R/' ' 1 I 1 { I `I"""'' 1 I I ® I ti. ' CnPwai . 4._ CI Q 1 • I N ii ----�-- I 1 I I I I IC © J N. ® m i. i I t I t I t I 14:(',/ ,:::::,:: tai -- -- -- I I I I 1 I I Ii .F - -- `- - - - -- -1 _� I 1 £ , 3 • £ ; I -- - --- -? _- _-_ - _ --- --- - - I - - - - -- - - _ - - - - - -- - - - - - - - - - - - - - - - - --- - - - --- -- -- - - - - - __- _ _- - _ - - _ - _ S -�-- - -r- - 5 , { - - 0- , I I 1 I FE 4) I IfS8-1.2 f 1 Ed. . ... , 1 { 0 { 1 # I i f II t I TYP B-6 - _ _ / a _ I_ _ ___ __ _ _ ___ _ _ _ _ __ _ 1 _ _ _._. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ! _ _ __ _ _ _ _ _ _ _ _ � _.._ _ _ _ _ _ _ _ __ _ _ _ � _ _ __ __ _ _ _ _ _ l _ __ _ _ __ _ _I _ _ __ _ _ imm 54-1.1 I I �r I 15 j- Q , - 1 I I I 1 I ' I ' , 1 �. lqr ' 1 1 t 1 I i t 1 1 L_ J. "- I I I I I 1 i 1 :I •' _ I ' 1 > r 1 _ ._ ,_._ .....] I I I I I I , ,,d, _., 1 AL ; I j 54-1.1 I I I I I I I I 1 � ' ,B-2 I 4 1'1 / t i i t 1 t 1 1t - - _ - il I -= _ II I I - _--- - - - - I - ---- - -- - - - -- - - - - - - --- - -_ - -- _- -- - - - - _ _ -_ __ _ - _ __ _ -I - - - - - - - i , T 0 1 I I I I I I I I S8-1.2 TYP f t i 1----7-fir- ' .. -/- I 1 I I fi I i Lt 1 , t ri „I 11 i i S4-11.1 I ' �...._......__..--: 4.---",...._ `� _:: ::::. :::-_ _: .. ... t I . ► t I t ► t t 1 ! I I 1 I I 1 I I I I I I _ I t\ 1 1 L_ I ( / \ Iw f v ' I I i I 4 I 1 I . � :,Y� x. n ' �. :u.., i_____„......, I I I I I I I .• '„ .`- 58-1.2 �I ...._.:: , _..... _ ' I . A► I I I fi I I 1 �r�r 3 TYP , �`"�p pRO `ir' _ �w'+ I 5861 ► s = I I I I 1 I I 1 i �.��`��t"��,�so 1 �.�'rn, i i t I I I t t I I 654�1PE B-$ � ` I . r --...... - - - - - - _-- --- -- - - - - - - - - - - - - - - - - - - - -- - -- - -- - - - - - - - _ -_ - _ - _ - _ - _ - _ -- _ _- - - --- -- -- - - - - - - - _- - '- - --- - - - --- -- - - ., =- I I I - I E 1 I -� p� SORE ON �, O ne11, ?9 �.� Gt I AI I I 11 I I I I I I I S8-1.2 TYP t I I r I 1 t I I I , RYAN 'EXPIRES: 12-31 -2018I - -Ei FLOOR FRAMING THIS SHEET UNO JOIST SCHEDULE BEAM SCHEDULE 1 KEYNOTES1 Na. Date Issue DESCRIPTION TYPE TYPE SIZE GRADE SPACING NOTES TYPE SIZE GRADE I NOTES (I CMSTC16x8'-0'LONG COIL STRAP FASTENED OVER 2 09.28.17 FULL PERMIT SET $1 FLOOR TRUSSES J-5 J-1 2x10 DF-L#1 24"OC CORR./LOFT FRAMING B-1 4x14 DF-L#2 _- FLOOR FLOOR SHTG TO TRUSS TOP CHORD OR WALL TOP PL ' W/(2)ROWS 10d AT 3"OC-CENTER STRAP ON SPLICE BALCONY TRUSSES J-6 J-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-2 (2)1314"x91/4" 2.0E LVL -- (,�) CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER t FLOOR SHTG TO MIN 3x(FIAT)BLKG W/10d AT 3"OC $ CORRIDOR JOISTS J-1 J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-3 (3) 13/4"x91/4" 2.0E LVL - AT LAP SPLICES, PROVIDE 12"OVERLAP W!(15)10d NAILS. pi J-4 (2)1 3/4"x9 1/4" LVL 24"OC CORRIDOR FRAMING g WALL FRAMING THIS SHEET UNO J-5 18'DEEP TRUSS 24"OC FLOOR TRUSS POST SCHEDULE ( CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER is DESCRIPTION TYPE MARK SIZE GRADE NOTES '-./ SHTG TO MIN 3x BLKG OR SOLID FRAMING W/(2) Project Architect g EXTERIOR WALLS W4 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS P-1 (2)2x4 DF-L#1 - ROWS 10d AT 3"OC PROVIDE DIAPHRAGM EDGE NAILING FULL LENGTH OF 1 CORRIDOR WALLS W-7 J-7 24"DEEP TRUSS 24"OC ROOF TRUSS P-2 (2)2x6 DF-L#2 - 1 L./ TRUSS Project Designer PARTY WALLS W-2 P-3 (4)2x6 DF-L#2 - LAP COIL STRAP 4'-0"ONTO TRUSS TOP CHORD OR Date 6.27.2017 g WALL SCHEDULE `./ WALL TOP PLATE AND FASTEN W/(2)ROWS 10d AT 3"OC INTERIOR-UNIT BEARING W-3 TYPE SIZE GRADE SPACING NOTES P4 4x8 DF-L#2 - Job Number id� WALLS W-1 2x4 DF-L#1 16"OC - - �,•/ (2)2x JOIST ALIGNED W/COIL STRAP 161194 NON-BEARING WALLS W-8 P-5 4x10 DF-L#2 a Drawn By EAW- - W-2 (2)2x4 DF-L#1 16"OC P-6 6x6 H/F#2 - f 0 2x6 T&G DECKING LOFT ROOF W-3 (2)3x4 DF-L#1 16"OC - �./ COL TO BE CONT FULL HT FROM SECOND FLOOR I I g•t, ROOF I LOFT FLOOR Checked By ARL NOTES: c�` 1. ::::. INDICATES NON BEARING WALL W4 2x6 DF-L#2 16"OC -- TO FOURTH FLOOR I I ( FIFTH FLOOR Title e- 2. + INDICATES BEARING WALL W-5 (2)2x6 DF-L#2 16"OC CONT B/T LVLS I EOLITH FLOOR BUILDING B LEVEL 3 N 3. ,-- N--.x-•-''4 INDICATES SHEAR WALL W-6 2x4 DF-L#1 12"OC SEE 2/S8-1.3 AREA OF WORK THIRD FLOOR FLOOR FRAMING PLAN 4.REFERENCE S8-1.1 FOR TYPICAL WALL W-7 (2)2x4 DF-L#1 12"OC SEE 2/S8-1.3 SECOND FLOOR FRAMING DETAILS AND HEADER SCHEDULE Sheet Number Ce (9W-8 2x4 DF-L#2 24"OC - FIRST FLOOR 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EA BUILDING B LEVEL 3 FLOOR FRAMING PLAN Wl LEVEL 2 WALLS % ' � 1 END ALIGNED AT EA LEVEL DOWN TO SLAB LINO. ; O ' ■ UC S2-3.1 118"= 1'-0" %'� ''f- - • --- . _ ,------. „,........„ „..........„ /.....„.., ,,,,........, „....._....., ,,,,,,,, „.....Th „.............,, (B-A) (B-B) (B-0 (B-D) (B-E) (B-F) (B-G) (B-H) B- (B-K B-L _ \-...../ \.....__./ \........., ...,..../ \........__../ \,........_./ ........../ t TYPICAL FLOOR litot, SHTG TO BE AI AlMk 2 - I C.,) ilk „„ Ailik KEPHART 1 TYPEO 1 2 S4-1.1 • VW S4-1.1 21.1 I t4IP . 4111 alik sDEEPH3/s7G4mi- s4_1.1 VP' S8-12 WV AI community planning VZIP Al. --- 1 TYP 1 I . .710., 71 architecture 2555 WALNUT STREET T'YP 17r F-N,-- n , HK- " , 4 / __.„ _,...,.0.1 k",..,....,...,.....„. ii ni- /- -- -----1 A. DENVER,COLORADO EitY205 www.kephart.com V .... . _ _ NI • I !--17.,...-I---- - MO `, ..,.., . , ' --- . ,,,,,......,......‘..-.-......=...421-7.•..........*__-......, .2..a7 . -----.! _ B-1 ,." i __ _ __..0,.._ , , „„. , • r • ____ ___ _ _ . . , _ _ __„.........„ _ _ --- -- -„c_ h.__ II _ _____ . . - -7\ ----L'- _ _-_-± -- _Azi..._...„.__ ..._.„_... 1 . . I . -1. 1 - . ;, ./ 1 . I- 4 220/ . i Nb• \ 1 / iff*" -1--- - , a ' ---. I---, I ,, - ----- - - -- -- -B ,..,,,-1 2 ______:._____.. , 1 i--!-----17( - - i (.. - l L---_-=....--. . :: , :: 1 _:...t. .._.,7_..__) - -;_________________4,-----------1--------4°- -0"--1-";.!-......- di, • -6 is__I il ,.------, __ ,, ___ ____., _i___ . f. ,, (5 ,, , ... g .•I 6 . ...,_) ..... .„ 1 . , :,..''',?, ....: : 1 „...____ ....., ,,,. ..____, • 1 , . .. ,...., ...., _ _,, : (-.5 (...9 0 6 6 e_) , . • „.. 1.2 , .,, x,....„ , ,. , 3 _ • .....„ ,. 6 : i: i 5: , 9 . rti ii.:1 i <..- - S8-1.2 1 i! I H .2!i ........ 2 I I i 2 :.: - ,/./1 . (11.) .. „..„ , _ 8 t 7.------• 2.72.--= -1.-. 8 , 15. ,H i 113 .1i 4 i ... ,,f 1.t / -, i'.f i L.; 1 5 1 f , 'N,1... „„, CONSULTING ._ ______ _ _ _ ,, I : Iv: _, _ :.: • ,• . i.,....._ _........;„____t _,......._ , ,. ___ , ; , ----(e-i---\--1 . . . , _.... __, ..,.. _,....„.„, I , ..,., , , \, • ) ;11......_ s"----23jTYPI / i ENGINEERS • - \ '- -2> t\-" ' • ,--.. 71 Atik: I/ '.\\„4 I ! ‘ .2' 1 1 1\ .1' ! ./ / 2 \ 7/ \\ ., .. .. . . : 2 I I -- - --- i 2 2- 'q::\-W'' _...f./ 2 S4.1.1 \ • ../ .-2:="2:2=-7-'.---:=..1 • I . ! -...2.; I \/' -----, !2:1----":::%::.'::': V.3 1 . 9570 SW BARBUR BLVD. • .. ,,,,, . ,4„...,......., '...=• 1::::::::: f',2=7.--., :'; i i / A 3 ; .., : I I A . ,i111; VII ._"-ii - ;.,'---\\:.,...\\,r..,, ,/_ .i=ir._..,....,11. ....____ ....._.i 1..__:_._...,.. . , a / ! •.: , ' N,' SUITE ONE HUNDRED ] 9 ; ' ila PORTLAND, OR 97219 •7' -\\ -,..„ , ...2 , - -„.. i--1 • . • II - \ i : rl I '' VW T 503.246.1250 ......... ' •,, ,........ .-. , " s. .,...1....IV Es-3*,. ril i.Z.....6- - ',,,' ___.....„..../Ni4.7....„-=.---,...,...-..,; ir----- f iL! ,... =- . , ,, .. . II\ . , i , . , . , . ,,.. .. . ._....,____,, ,...p.,„„..... , ,, „ ,, , -- I4.'; --ypI Allek A , -i FE FIE I 'yi . I_i r€TrAlk -:\ S0-1.7 _ s, TYP" IVA SS ES <\\-1 . ,H 2 • - .., ... 1-t (-., ma I 4 ._ _,_ 41. 11 • 11 A s, , ) , --- r: :. ,. 11=111111111111011 V ''-- ......... : - : i..-7-•.\ A. ,- • ---; ; I -..::::::.:::::::.::-.:_._......._ \ _ S8-1.2 1.,.:., ....... , ..: !! : ! ; :: : I ,42-• r2 q 1 GIRDER......... ,\ 11,...! \ il , ...ii \ ! . : '!! / 3 \ II 3 3 ii i, r. , - ilr - ., , L . -:•.i -- ..ii L ,; .-.. b. - 5 TYP .4, *i;--- „,/I1i7i: '., - ., . . TRUSS - - • ,.<)/'; _ ',, i . _. ..• . f _ r B-2 .. ////,.(/` I.; r' \ .,_ . , . , .•••• • 3 , .., 7-1.1 . , ' i 0 - --- - --,- -- - . ,„.. .,,,,,,,..,..... / .__.. .. __ _ _ _ ..........._........._. • • - - - - -- ..........__........ „........„_..........._ _ . 1 ...,________ _ _ ., • , ___ ____ _ _ . . _ _.„„,.. . ,-- ........... / r....7 •.; - 1 / 4<.. 1 t...„,..e,...„.,..___; , . . . .:, .. ..,• . . _ f_;_••..:.:•.„..„.,.,............ , I \ .1 .. - ..„.. :: f el 1 , . !' .._.... ...w(27/ .,,,, • --, _...„ ..,. ; ri-N\ 11111M • _ . , ..- - :::.77:f.'.....__ .., ----- .• -• .-......-;-----1..! ti / CI D/ ?"\,, P4 I 2 1 -C.. re (.9)-::::,• . ,/ - -• .2./ V.."' ! 2 it '. ...: , . -2,2 :2=2:n: ....__.... 1 „. '''.N 4;3::. 2 . ' , 2 1 • 2 . SI3,....=.1.2)\ 2 111 Z 0 , Ak,' . ! . „....., .. ... ._ _ .... - % _ .,.., ,,. . - , , . \ „ „ . N.) I : 5 $ I -- r• ..... ' I .1 :i .,:_..,..--'... ; ' ' '.% , - ''' .1 $ .\............. „ -- :i :: 0 , : \\-. : \l, I , . ,:.' 1 1.7.Th I 0 I : I i A ":, lok : H i, ,,,, "q / ' Ei- :•i! ...• a III cr) ON (---- ''- - , i , ,:6 7 .. . :: ii /_...., ' ii . -:::::.7-'2%4 \''.:=.22:-'2221*,=7.Z.: -1:::-.22 I fii) WO 0 , N ' % /71 41 P% (;) - --: 41,/ 42 2 . , !.."..::::::22' 7:.r."'-' : i imuummil - Aiiii-,..1.;.',- _ (2 -4r 7-yr - ZILJIIILA, "... .' , • ‘ 0 T ____ _ _ __ , _____ _ __ , , _ __!.____ y4 . 74 (,...)< (i) (PI T : 2 - - - _ _ B04 1 , \''',.,.? :--1- --:-.1-7 . . I / ., • . : \ I ".., ,.--,' .., :! „ r .... • , . • I -..--• -----), I- L r. . ,.......) . . ,, 1 /.." ,.. , . . . i-4.4 fa-1 I- --,-.-.-_::.7 ....: .'\, , ..., ,- - . ,11 ..1 , N•.1 1,.. -P -,,,\, 1 . . . .. .,, ....-- 7 1 //:,r .I ..:: - # 7 , 2 t4IINN. ' I. ( I r I ILI T-- r---- -14-1 ; ... • . , 11111111111111 MUM T..77:.:..._..1.. ',- 7 i / :::....r..._ 0... 0 . 4 V 1 I NN I ! I •/ V I i N-... EN1.4 „- , 0 ... _ - • . . i'-I 4 / r......__. ---' . - •'- • Et S4-1.1 •) ..__ NNA. --,_) AI ,-- Z ) t _______J . 111111:t . I if I 5 TYP S4-1. a. .., (T) 1 l' I 1 VP S4-1.1 CD 1 H ' tkt _ < Z .. . ®-i-----1 , -II 0 I , ) - / , , 5 .11 .. ... US c;1 ri, , : \ ,__...„ CO JI .- - : A,Tdroro„I e. :.' Cf)Plmiul 'f;. .....-. r : 1 cr ----------------/-- - °11 C) '` •-• / 1 Cie C..) CD : . " - • i -fl ! ! ' H 3 \ r- ?.- 3 t. ,,. 1 : t ! ! . ! ? ill . : . I .B-5 j17.- , --(\\---5 I- __.,+. i_r•_ . : , : .• . ) I s, , . 1 . :•• 1 (D11411Z.ou S8-1.2 FE ° I S4-3.1 i . / I 0 -:; TYP . rt I AL'. ' 1 • ' B-6 _ 1- - 7 ' : 1-- , - - - - --- - .........„... ._,.. ..„: ...„„„ , , . f ' J -4--I-: - - - -- - - - - - - - ---- - - - - - - _ _ S4-1.1 1 IV 1 I I • ,- , I' \--r. .., ............_ 0 4-- -- 1 n , : , N...„ ,i L. 1 -...-.--...:-•:...L-.,„,,,,‘ F i '' 1 '" ' / 3 0 . : t NA r> Atil. , i 1111 , • 1 I i ,...._„/........„___,-,-----::---- •<„, - ii , . _...... , , . , , • \ . ; ,....=.1 . , 0 _. .•- -- i\---. I i g -- , , -..---, .• -1.1 s=.../ ri '11F , . ,...,.. . /-. ,:: ,_____ ___4____, %, + ,.., glik .,,,, .• • n .11 ...... .,_::: . / . lj 7 - -I S8-1. y TYP ,--;-\\,-,. ?4. -5-,, Z :::., I I 0 i f , . ii '-, \Nk 11 S4-1.1 I /1 I . ,. 1.1 'All --1°.---------.....„* , I S4-1.1 'ICII:".---------------_„ss,i , ; r. V '---------- .\--- ' i.\ \ ..-„) 4,c...,,, (eic, T:°:\.:. _ 7--------1, . S7-1.1 • • 3 A ._ Atilh. i S8-1.2 1 I .: TYP - (B-8 di , 7 TYP iittiol F' 4 .: '"--- r,- -1 b7303i77 ' L i, _ _ _ _ _ _ _ _ _ _ _ _ RGyA Aft ct. 654#1PE41r- ip.'" TYP ...ili ORE •N illy •IP• c, ....-•'" ,,, 29, C..) FLOOR FRAMING THIS SHEET UNO JOIST SCHEDULE BEAM SCHEDULE KEYNOTES yc DESCRIPTION TYPE TYPE SIZE GRADE SPACING NOTES 'TYPE SIZE GRADE NOTES 0 CMSTC16x8'-01 LONG COIL STRAP FASTENED OVER FLOOR TRUSSES J-5 J-1 2x10 DF-L#1 24"OC CORR./LOFT FRAMING B-1 4x14 DF-L#2 - FLOOR SHTG TO TRUSS TOP CHORD OR WALL TOP PL W/(2)ROWS 10d AT 3"OC-CENTER STRAP ON SPLICE 'EXPIRES: 12-31 -2018 I .1 II, 1 BALCONY TRUSSES J-6 3-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-2 (2)1 3/4"x9 1/4" 2.0E LVL - 0 CONTINUOUS CMSTC16 COIL STRAP FASTENED OVER No. Date Issue 1, FLOOR SHTG TO MIN 3x(FLAT)BLKG W/10d AT 3"OC . 09.28.17 FULL PERMIT SET >1 3-4 CORRIDOR JOISTS J-1 J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING 8-3 (3)1 3/4"x9 1/4" 2.0E LVL - AT LAP SPLICES,PROVIDE 12"OVERLAP W/(15)10d -@ 3-4 (2)1 3/4"x9 1/4" LVL 24"OC CORRIDOR FRAMING NAILS. WALL FRAMING THIS SHEET UNOI POST SCHEDULE ( CONTINUOUS CMSTCI6 COIL STRAP FASTENED OVER $• 3-5 18"DEEP TRUSS 24"OC FLOOR TRUSS • '2 DESCRIPTION TYPE I MARK SIZE GRADE NOTES SHTG TO MIN 3x BLKG OR SOLID FRAMING W/(2) • EXTERIOR WALLS 1N-4 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS I P-1 (2)2x4 DF-L#1 - ROWS 10d AT 3"OC '41 @ PROVIDE DIAPHRAGM EDGE NAILING FULL LENGTH OF CORRIDOR WALLS W-6 34 24"DEEP TRUSS 24"OC ROOF TRUSS I P-2 (2)2x6 DF-L#2 - TRUSS 1 Project Architect PARTY WALLS W-2 P-3 (4)2x6 DF-L#2 - (7 LAP COIL STRAP 4'-0"ONTO TRUSS TOP CHORD OR I WALL SCHEDULE WALL TOP PLATE AND FASTEN W/(2)ROWS 10d AT 3"OC --e- INTERIOR UNIT BEARING W-2 I TYPE SIZE GRADE SPACING NOTES P-4 4x8 DF-L#2 - Project Designer WALLS (2)0 (2)2x JOIST ALIGNED W/COIL STRAP W-1 2x4 DF-L#1 16"OC - P-5 4x10 DF-L#2 - Date I NON-BEARING WALLS W-8 6.27.2017 e;W-2 (2)2x4 DF-L#1 16"OC - P-6 6x6 H/F#2 - C) 2x6 TAG DECKING el cc:41 Job Number W-3 (2)3x4 DF-L#1 16"OC - ( COL TO BE CONT FULL HT FROM SECOND FLOOR 161194 - - NOTES: TO FOURTH FLOOR R .... 1. 1--- -''" -.:1 INDICATES NON BEARING WALL W-4 2x6 DF-L#2 16"OC - Drawn By EA g 2. . . INDICATES BEARING WALL W-5 (2)2x6 DF-L#2 16"OC CONT B/T LVLS .4t LOFT ROOF I I 1 ROOF I LOFT FLOOR Checked By ARL I '9v 3. ialis-vaallawata INDICATES SHEAR WALL W-6 2x4 DF-L#1 12"OC SEE 2/S8-1.3 .ei., FIFTH FLOOR Title h- 4.REFERENCE S8-1,1 FOR TYPICAL WALL W-7 (2)2x4 DF-L#1 12"OC SEE 2/S8-1.3 I $ FOUTH FLOOR BUILDING B LEVEL 4 CNI FRAMING DETAILS AND HEADER SCHEDULEAREA OF WORK .---, --. W-8 2x4 DF-L#2 24"OC - 1 _t THIRD FLOOR FLOOR FRAMING PLAN i-- 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EA i END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. SECOND FLOOR Sheet Number (D BUILDING B LEVEL 4 FLOOR FRAMING I .10 FIRST FLOOR Ce • i ›.- I PLAN W/ 3 WALLS s 2-4. 1 .., . @ .. , S2-4.1 I 1/8"= V-0" _ • .1$ p 4 - - - .... i --= (B-A) TYPICAL FLOOR (B-B) (B-C) (B-D) (B-E) (B-F) (B-G) (B-H) B-J - �.-/ SHTG TO BE - \..,/ \..-/ \..1 '�_/ L./ \,._/ 111# t TYPE() G ., s , I DIAPHRAGM- IAftAIL rillk € 2 IAft glik AI 1 r Alat 1 rf SEE 3/S7-1.1 I I qiir S4-11 I I K E PH A RT1 SS-1.2 S4-1.1 I 1 • VIP€ �► - -•I- - - -I- - - --- -- 1 ------_ ! € 1 84-3.2 r € community planning architecture T - � - ._...._- � I Y J ' 1 ( --kTJu1 ; . I1 0205 I I . , ".. ----,%:4----7---- I ,> ::...... •.../,, "r t I ""'fir 1 I i x €~ w € t _...,„/ ,- _ i _4.-- r r _ - _ _ -_ _ _ _ _ _ _ .__ _ __- ._.R WWW aam , L__i-\-\--....-- .. N. r ii°117 _ __________,_•'I .1 "ms...,. / I A fi ,.... „,/, 100# si"1.2 L , a / -a _. (.5 kb ` I _ f:Vv EYP 2Y 4 1 4 1 1 1 r ,/ 0 1 4 1 1 N. r / - I { -_____ .: :-___:. I Art L.:-...,:,.:.! TYP I• I I , / . ,:/ ;--,.-,:,-,.,.„.„-_-.=,:_---„-_-_-__:,............................ , - --- ,,----- -- i ISif : b Ili L 4 s :_. f _... . > { 4 ) ( d 1 I--.tea :%* : . _ _-,. .-._._M- T I - ' '. T ' I \=J 5 5 �.:J I �I 4 '�' a 1 . `�" MILLER �2 _ _--t. - -N1- t ____ _I______-_ _ .__. - _. , _ s81.2L. O N S U L T I I G I �' ( I I > f ' - E NI I -' 4 N::::/---- - . _..,..._ - ' TIJ p € j - -s�fi'.'�......�..-... € - t i i t - rENG GGRS ,f -- _L 1 __; .-.. _, ;,�, _�_ _ a. ..w. I I i I 3 s I "-••- � '_ , `,r ::e__� __I .1 f-" '" 1 l'' - _••3 "'{; .�7 • - T �. , 9574 SW BARBUR BLVD. / € /' l' i Q SUITE ONE HUNDRED I 4r.. : -\:•..-:..-:-..-,,,. .- �- • /N\.\\\ I ..-----\ � .' PORTLAND, OR 97219 _ �- _... r ! II B� �Y I T 503.246.1250 ' \ �...,-..,_a ......__ / .eou<er.,s,wyx:,::.uuF.esr�o;ns:•.,..tr,;a•rr:»::...�.Fr,.w:,, , t - ` .=,=1v" \ s • rr• y 1 ; 1 I /E is )4011 ( v ., :xy:.:»: E..... r an:.rpwwc..,mwoo.:.Hrk?t{ '�T I G I _ t..:' - ._. 1 , �* I F e.... { 1 1 € _� ® ® 1 8-1.2 11 7� t ;; II ,A� 5 (li .. F I ; 5 I _{ CORRIDOR 58-1. IA . I ® I w, v I I 1 i`a I m -•-Z• _..__; 7 I r ! € __.�; WALL r 19 1 ! I 11. TYP TYP `i - , '� ::i , .._ 77.„..„,„„, G. , _..._.. G 1 1 .. _ _ __ _ �� 58-1.2 is IE (D-' � 1 yJ 2I ;1. �. :} 1.. / € , H +i i ° , 1 +a:[Hf'r ......_ -.x..,..,..»,..,,,,:,,.�.:.� :>:�<.mtcy_...�•....� ( f /' t � € � 1 GIRDER. :�. = ., 4 _� ._ "i �_-.__._ .. _ _ � - �. - - TYP ,a:x: • f i I TRUSS 1 , /, .. _ 1` ,/ a ;`, . . /B-2 € -7 is :I _�... t I ;, A ,/ t 1 r 1 r /,', r 7 1 i. _ - II 5 y I _____ ---i.:...:_22:- I I I ___.. , _ I 57-1.1 .11 F E ,-- , fin ,..:-...:7.,•_,,-.7_-z..:: 1.11111.11 _ ,,.1 _ t __: _ ��___ :_ '.__._._.i.__. �„ �� 58.1.2 x c9 t-: > - __ z ( © I w ___ __ ----5;----'-:-:- r- , 4K i , t r::::4 i ,. ,„.,. N _ 4\1- i, , N / i ... N Z o.. ,..._......_... 1 ii ,, , ,.•...... .__ , .., „:„.:_ __ -w ___..17'L,::..1..-_________......_._ 1 ,tom Ho to 0 4 \.„.....:.:.,.:7.7.17..7.=_::::. ii ,.. ,fir. �. • Q� I I i I 1 l5 \\\<:;''� 1 .\./ ; ".�--x i/c-,-.) 4'� A's?'\ 1 4 1 4 € 1 4) ,t 1 4 :. I Liii4 __ _, ____ i . ..„..\. 1 , 1 2 B-4 . i '; 0 ,s.,,. 1 . .x ; \ -r'.--• - Z * .7.! i -.1. Jr-- NE ( , -- _H_ 1_,F). ril----1 , 1) ., ._7" -•=4 - - ---) . „._ . 1 , „, . . NI , 1 f r, t ! : ,_, ; li-t /..!1 /..•, . ,or ,,I ,,:,..: .)1____- _ ! 42:/ i 0L__:„..._A# 7 ----r,- --1' L__ _ ___., . . 0 rj riri.\...1-__. __ __________), t ..et I.( :---7 .1 : . N, \ I ,� I I NN, , 1.-• _1Li.\ A ,,,,,..2/ i , Q I ii.L.-1,-,-- .‘" Iz:::4 I I J1=L ___J - I - - TYP( 1 ' € I ! illaiP AI 1 r € 1 I S8-1.2 1 ., - � --3 s I Q� I yo, I I ink V 1 ` �:f Q `�-�4„ A 58-1.2 iink 4-1.1 Up _ ,i: * it Y I. . VP WiP CLII ..e! •I,., . 0 a - 1 < It4 0 � � ® � ;>, � g ..0' - I #- f # f - € --1 I I Ce (..!;) ((iiii>ICI : \B_5 - - ---- _ - - � - - - -.- - -tet- - - 5 - - -i --�t �,_ ....... .......... ........._ - - -- -- -- ---t- - -- - - - _ _ __ --r---- - - - _ - _ -- - -- -t- - - - - - - - - - - - - - t - - - - - - - - - - - -t - - _ - _ _ _ _ _ _ - - - - --t- - - - -- - - - -r- - - - - - - 54-3.1 f 1 I / I �Ss-1.2 ® I I I I I I I I S4-1.1 . 0 - TYP Y Ia ` 1 - 1 € _,.. € € 1 1 € € t 1-.. vii:i 00 I I , $ 0II I .. S 0 _ 111111.111 € € -..p i I I I 1 I 1 C O... I IC i I I i I I (3---) a -- V1 .` „ I k I / i 54-1.9 I I ! I I I I i B-2 "..--- -:' f I € € I 1 r 1 1 .) • _ f (2)1 I I - € ! , i 1 I I t I t € € '� - -,1- - -' - - y- I_ _ _ _ I - - -- - - --- ' i �_ _ _ ___ _ _ _ _ - - - I - - - - - - - - - - - - I - - - - - - - - - -- -- - I - - - - - - _ _ _ - - - - - - - __ -- - - - - --- - 1 - - - - - - - - - -- - - I - - - -- - - - - -- - - - - ,: : :x- ,�-�_ i. B-7 - - 0 58-1.2.r/ } f I 0 I I I I I/ :,:.:-:::::::\\„,,• i::::•--•.::. -....--V.::.. i I I I ( I I I ii , I 1.,, € ,'' \� 1 I r1 0 1 r I I ! I 1 1 ... - II _ ( 7 G V Ir I1 s� # 1 J IG t `� . _� I I ► I I I I } 7 pfd 11 I I I I I I A , 03 • t--- ( 3 I ;. ::f ( I ( I I ( l 1 I ;< 1 € 58-i.2 TYP i 1 1 1 I I € r I I TYP I I(3-8 - - I I I ! I I I I -_- - I - - -- - -- - - _ _ = _ - - - - - -- - .• _ , - --_- - �- € I € € I I 1 1 V PROF iAlak t r r I I I ( • ( co k, Ci t NLc�`S:2 I I I II I Ci UP € t t t I 1 11 (t I € € :00„, 6 r4t 1PE OREe2g •N� FLOOR FRAMING THIS SHEET UNO I JOIST SCHEDULE I BEAM SCHEDULE KEYNOTES __Sr DESCRIPTION TYPE �:J 204y TYPE SIZE GRADE SPACING NOTES ( TYPE SIZE GRADE NOTES CMSTC16x8'-0'LONG COIL STRAP FASTENED OVER ci�°y'� t., FLOOR SHTG TO TRUSS TOP CHORD OR WALL TOP PL Th'A% L FLOOR TRUSSES J-5 I J-1 2x10 DF-L#1 24"OC CORR./LOFT FRAMING I B-i 4x14 DF-L#2 -- W/(2)ROWS 10d AT 3"OC-CENTER STRAP ON SPLICE BALCONY TRUSSES J-6 I J-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING I B-2 (2)13/4"x91/4" 2.0E LVL -- !EXPIRES: 12-31 -2018 I 1 OCONTINUOUS CMSTC16 COIL STRAP FASTENED OVER ' FLOOR SHTG TO MIN 3x(FLAT)BLKG W/10d AT 3"OC " CORRIDOR JOISTS J-1 ( J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING ( B-3 (3)1 314"x91/4" 2.0E LVL -- AT LAP SPLICES,PROVIDE 12"OVERLAP W/(15)10d No. Date Issue g, 2 09.28.17 FULL PERMIT SET " 1 J-4 (2)1 3/4"x9 1/4" LVL 24"OC CORRIDOR FRAMING NAILS. i -- WALL FRAMING THIS SHEET UNO POST SCHEDULE 3 CONTINUOUS CMSTC16 COIL STRAP FASTENED OVER J-5 18"DEEP TRUSS 24"OC FLOOR TRUSS ( SHTG TO MIN 3x BLKG OR SOLID FRAMING W/(2) i I DESCRIPTION TYPE R MARK SIZE GRADE NOTES ROWS 10d AT 3"OC I EXTERIOR WALLS W-4 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS 1 P-1 (2)2x4 DF-L#1 -- EDI CORRIDOR WALLS W-6 J-7 24"DEEP TRUSS 24"OC ROOF TRUSS I P-2 (2)2x6 DF-L#2 -- `4 PROVIUSS E DIAPHRAGM EDGE NAILING FULL LENGTH OF , PARTY WALLS W-1 I P-3 (4)2x6 DF-L#2 --- ( LAP COIL STRAP 4'-0"ONTO TRUSS TOP CHORD OR 1 • I WALL SCHEDULE '.=J WALL TOP PLATE AND FASTEN W/(2)ROWS 10d AT 3"OC Project Architect 1 IT - IN-UNBEARING WALLS W-1 I TYPE SIZE GRADE SPACING NOTES P-4 4x8 DF-L#2 - NON-BEARING WALLS W-8 W-1 2x4 DF-L#1 16"OC - P-5 4x10 DF-L#2 - (2)2x JOIST ALIGNED W/COIL STRAP - Project Designer g W 7 2x6 T&G DECKING 6.27.2017 W-2 (2)2x4 DF-L#1 16"CC - P-6 6x6 H/F#2 -- Date 3 COL TO BE CONT FULL HT FROM SECOND FLOOR n NOTES: W-3 (2)3x4 DF-L#1 16"OC - 161194 c4 1. :- ___.. _- .... INDICATES NON BEARING WALL I W-4 2x6 DF-L#2 16"OC -- TO FOURTH FLOOR Job Number 0, 2. 1 ' 1 INDICATES BEARING WALL I W-5 (2)2x6 DF-L#2 16"OC CONT B/T LVLS Drawn By k EA LOFT ROOF 3. INDICATES SHEAR WALL W-6 2x4 DF-L#1 12"OC SEE 2/S8-1.3 I ROOF/LOFT FLOOR Checked By ARL 4.REFERENCE S8-1.1 FOR TYPICAL WALL W-7 (2)2x4 DF-L#1 12"OC SEE 2/S8-1.3 FRAMING DETAILS AND HEADER SCHEDULE AREA OF WORK FIFTH FLOOR Title r•-- W-8 W-8 2x4 DF-L#2 24"OC -- FOUTH FLOOR BUILDING B LEVEL 5 N 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EA END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. $ THIRD FLOOR FLOOR FRAMING PLAN = BUILDING B LEVEL 5 FLOOR F RAM I N G $ SECOND FLOOR Sheet Number Ur PLAN WI LEVEL 4 WALLS FIRST Ir �,� 0 S2-5.1 I 118"=1`-0" "'. ��///fir S2-5. 1 r,- /off �("'''' %irk/r (B-A) (�) (B-C)c \-......../.{g-Dl (B-E) (B- (B-G) (B-H) B0.4B-L , im , TYPICAL ROOF Tii,1 4.; • 1 SHTG TO BETYPEO I I I I I 1 I DIAPHRAGM I 1 I I I I I !IC E P H A R T DIAPHRAGM- I SEE 3/S7-1.1Adk All All All AI I I I I 1 I I 1 community planning a! I ! 1 I I 59-1. S9-1. � S9-1. 59-1. 1 i # DENVER, architecture STREET 80205 2555 wnLivvrszxEEz I ( I ... ..1__ ......._ -.. ... .1.._.... 1..:...'1...__ _IT.. ___1 J _..1. ..... ...1._ ._._ __..A.. ..,e ..1..._.. WWW. C� QOIII I I -.."7:r-;'. S&11 ._ i I - _ ...__._ - _. _ ,:-.7--t-, . _ _ L �;-.-_ -_ _ _- - - - - - - -_�__-__. _ _- _ .- _ - _ _ a ___-. ___. ..-. VT 1:0•••• i I 4 . :___ ___.=.-__-=-__-7- 11 i . I I ,� I is al I GIRDER I rla `�--..._._..__. Z� ' ', I { • '�-TRUSS.,-- RDER AM ( RRGR TRUSS t TRUSS S8-1.2 i \� :_..___........__. s t S9-1.1 I 59-1.2 I Arall1 4 TRUSS. ....-__15 59-1.1 ( , \,_ 1 it 158-12 I MILLER G a •y/�� i I t �-- '{ j I 1 1 . ( III - I I I ',iI is i II CONSULTING B-2 ► - - - -- - - - - - -- -- - -- --- - - - - - -- _ Ir -_ -- - - - - - - --- I - -- - - - -- -- I - - - - _ _- - ---- - - - - - - - - ' - - - ---- - - - - I - _ - _ _ _ -- _ 58- .2 Ilt - - - - - ENGINEERS i j „i.- C i I '9-1. -� -4 I1 ~� 1 i I E • -=: I 9570 SW BARBUR BLVD. ISUITE ONE HUNDRED _ i I I I I I I I 1 I PORTLAND, OR 97219 r T 503.246.1250 -- 1 d, I I II C I I III S9-1. ( S9-1. I I I I - IiI 1 I i I 1 t AI I C I C I I C I I N I 1 I ! I I C I I .. 1 t I i I i I { { , iskA '. I � I I I I I I I I I t - 1 fi I I 1 I MI i I I I I # ._..._. I CO) • MI NMIn B03I i t I � '� 2x10 AT 24"0C- - I 1 I i Ali li (.:/ 58-1.4 ' , I I ! C I �► __-_ C I C �_. r , , ,•.3..� I I , Yl - itm I I 2 /4 � 58-12 ��I { 151 59-1.1 A 15 59-1.1 ( I . e , ,„ iii S9-1., 1 I , ! i14 ., S8-1.4 SS-12Yti1 ,p, ..7 i ` 58-1.2 \ . .,t r ! I 1 I 4 1 { R { 4 15GIRDER A c� �,�--GIRDERS9-1.1 TRUSS 15._1:2GIRDER ' S9-1.Ic.L. GIRDER GIRDER i� TRUSS'Q' .. I V I C� g-L�) - -- - - - - - - - ---- - - - - - - - - - - - - - - - - - -- - - I--......._.. __ 1 - - - - - _ -- - - - - TRUSS _ _ _ ____ _ - - - -i- - - -- - - - - ` l- - - TRUSS _ _ _ TRUSS _ - _ ` - - -- -- - - - _ -_ - - - - H I I I `i 4 4' I , r W '` 1 V V' 1 I 1 S9-1 ( : f W " 1 rI O I 1 • 11 57-1.2 .---..._._..._._...._.......__....__..._.._...._ _._..._.____._. _. I I SIM I ` ` I,- r � IM om- ---- --1--4--...-----------i �.... _ /.0.... -...., _.�_�_ ..<_.... w : ,w, ,AL < (a) I IA 1 f I 6 1 t 6 V E 1 , l V AI 4 6 Ark © I 6 S9-1.1 I Q I I 1 I I S9-1. `i► S9-1. S9-1. S9-1.2 I i ► I S9-1. 1 S9-,. I S9-1. ! I 59-1.2 { ( I I I . I I I � ("") 1 I I ( 2x10 AT 24"OC `�1 I I I I I I I ��/^y t 1 SIM 4 I i i 1 I I I I , V.l CD I I I S8-1.4 ar: I I I I I I ICD ii W (`) CD I 1 ! I t I II I I i • '‹</----\\ I I I I I I I I I I I g_5I - - -- -- - - - - - -- - ----- - -_ - - - - - - 6 --r � - - - - - - - - - - - - - -- - - - - _ - - - 1 - - - _ - - - - - - _ - - - - - - -- - - - - - ! _ --- - - -- - -_ - _ - --_- -- _ _ -- - - - - - - - - o I I I I ICD CD 0- t 00 B-� - -_ - _ _ _ -_ _ _ _ _ .- _ - _- _ - _ _ _ - _ _ - -_ _ -. _ _ L -.L_ _ ___ _ _ _ - _ __ C _ _- - _ - _- I _ _ _ - - _ _ _ - - _ I _ _ _ _ ___ _ _ _ _ __ l _ - - - - _ - _ _ _ _ I _ - _ __ _ - - - - - - - - - _ _ _ _ - - _ _ _C _ - - _ I I I II I I I I I I111111111111 I I I I II I I I I I I I I I 1 1 I I I ! I { I I II i I I I I I I I 1 1 t 1 4 1 I { I I I II I I I I I I ,I I 1 I f 1 I I I II I I I I I i I i i 1 1 ! I { I B-7 - -- -- - - - - - I - -- - - --- - -- - I- _ _ _ - - -- I -- -- _ _ - _ __ _ - I - - - _ _ - - - - - - - - I - -- - - - - - - - - - - - I - - - - - - - - - � _ __ _ _ - I - - - - - - - - - - - - _ I - - _ - _ - - -- - - - - - - - - -- - - - - -- - - - I 1 I i I I j ; ; ,� 'r� �► I I 1 I I S9-1 C S9-1.,I I 1 I I 1 I I IIF I I I I I- 1 r I � ti II I I I I 1 • I 1 1I I ► 1 1 t - - I I I I E II I I I I I I ,) 15I^ t�, to © I I I I ,r. 1 V8 1,2- ,•i I GIRDER A :_ _ LlItiDER I i I I I I I TRUSS 1 V I 58-1:2 TRUSS----/ I r I I I I I { �► r/ \ II I I I I I I I Iq i t 17 I 4 I 7 '-• , I I I 4 I I I I I I 9-,.1 $5'I I I t 1 i< S9-1.1 I I I I I I +Q PRo- , "Th 57-1.2 I x .� :. I I i _ 4945,1 t t I i i ! I 1 �ct 6544NPE� /Or misu I ' I - I I I I I I I I ,.s - .. 1 t I I II I 1 II I I .9 ORE ON f 1� I f• l 2d,p�Y e 29; �,co\t'� RYAN ROOF FRAMING THIS SHEET UNO I JOIST SCHEDULE BEAM SCHEDULE KEYNOTES DESCRIPTION TYPE J TYPE SIZE GRADE SPACING NOTES TYPE SIZE GRADE NOTES 1EXPIRES:12-31 -2018 CMSTC16 COIL STRAP FASTENED OVER i ROOF TRUSSES J-5 J-1 2x10 DF-L#1 24"OC CORR./LOFT FRAMING B-1 4x14 DF-L#2 - ROOF SHTG TO MIN 3x(FLAT)BLKG W/10d No. Date Issue AT 3"OC-AT LAP SPLICES,PROVIDE 12" 2 0928.17 FULL PERMIT SET 81 J-2 (2)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-2 (2)1 3/4"x9 1/4" 2.0E LVL - OVERLAP W/(15)10d NAILS >1 WALL FRAMING THIS SHEET UNO . J-3 (3)2x10 DF-L#1 24"OC CORRIDOR FRAMING B-3 (3) 1 3/4"x9 1/4" 2.0E LVL DESCRIPTION TYPE EXTERIOR WALLS W-4 J-4 (2)1 3/4"x9 1/4" LVL 24"OC CORRIDOR FRAMING CORRIDOR WALLS N/A J-5 18"DEEP TRUSS 24"OC FLOOR TRUSS POST SCHEDULE J i MARK SIZE GRADE NOTES ro PARTY WALLS W-1 J-6 14"DEEP TRUSS 24"OC BALCONY TRUSS I P-1 (2)2x4 DF-L#1 - o Project Architect F IN-UNIT BEARING WALLS W-1 J-7 24"DEEP TRUSS 24"OC ROOF TRUSS I P-2 (2)2x6 DF-L#2 - NON-BEARING WALLS W-8 P-3 (4)2x6 DF-L#2 - I Project Designer i WALL SCHEDULE Date 6.27.2017 6 TYPE SIZE GRADE SPACING NOTES P-4 4x8 DF-L#2 - 3 as NOTES: I w-1 2x4 DF-L#1 16"OC --- I P-5 4x10 DF-L#2 - zi 1. :. INDICATES NON BEARING WALL W-2 (2)2x4 DF-L#1 16"OC - 161194 I P-6 6x6 H/F#2 - Job Number r • 2. 1 1 INDICATES BEARING WALL W-3 (2)3x4 DF-L#1 16"OC - Drawn By EA g 3. --- -:'- --:'--g. INDICATES SHEAR WALL W-4 2x6 DF-L#2 16"CC -- AREA OF WORK 1_, LOFT ROOF 4. REFERENCE S8-1.1 FOR TYPICAL WALL W-5 (2)2x6 DF-L#2 16"OC CONT B/T LVLS ROOF/LOFT FLOOR Checked By ARL FRAMING DETAILS AND HEADER SCHEDULE FIFTH FLOOR Title O W-6 2x4 DF-L#1 12"OC SEE 2/S8-1.3 5.GIRDER TRUSSES TO HAVE MIN P-2 POST EAtp END ALIGNED AT EA LEVEL DOWN TO SLAB UNO. W-7 2)2x4 DF-L#1 12"OC SEE 2/S8-1.3 I FOUTH FLOOR BUILDING B LOFT ROOF C•1 THIRD FLOOR FRAMING PLAN H w-8 2x4 DF-L#2 24"OC - BUILDING B LOFT ROOF FRAMING / SECOND FLOOR Sheet Number U FIRST FLOOR Y :;;; PLAN W/ ROOF LEVEL WALLS CL } S2-7. 10 - S2-7.1 1 1/8"=1'-0" 0 @%/ mo . l'AT K E P N A R T 'BOTTOM/TOP PL AT> s/16 f PER PLAN OPENING WEB PENETRATION community planning MEET LOCATE PER ELEVATION. PL 3/8x2 114x2-4" 2555 w hat u ure CORNERS TO BE 3/4 A (7-REINF.TYP \ www.kephatt corn DENVER,COLORADO 80205 NAILER RADIUS. V \ PER ELEVATION TYP I -:-.- PL 1/4x5 1/2x7 EMBED PL 1/2x12xV-0" 14-' j1C44-1. STEEL STUD -,,---PER PLAN WALL BOT PL 6" uaV j t- v :. <,J, �� it i '�:.i •,� i� [ 16V,. 0, �, URr414, it Zo F.XENSIOS> DECKING . illa Ir® ( 1'-6" PER PLAN 1 SIMPSON Z44 CLIP SIMPSON SDS25300 I EA DECKING MILLER 1 TYP(4)EA PL 1" 11" v t, BOARD EA END `1" 1"-� CONSULTING STL COLUMN I 7,1 STL BEAM GIRDER TRUSS ENGINEERS PER PLAN STL BM A PER PLAN 4 PER PLAN �-�-�� G� 9570 SW BARBUR BLVD. PER PLAN SUITE ONE HUNDRED SECTION A-A PORTLAND, OR 97219 T 503.246.1250 ILOFT STEEL COL BASE PLATE BASE PLATE AT STEEL COLUMNS 3 REINFORCED OPENING 4 DECKING AT GAME ROOM S3-1.2 I 1 1/2"=T-0" S3-t2 I 1 1/2"=1'-0" S3-t2 I 1 1/2"=1'-0" S3-1.2 I 1 1/2"=1'-0" CO SINGLE ROW BOLTED BEAM SHEAR PLATE SCHEDULE SEE SCHEDULE 6/53-1.2 FOR MAXIMUM /'L (MAX.) PLATE AT INTERSECTING111111. CONN. #OF MAX COPE MIN. COPE LENGTH j BEAM AS OCCURSP4 BOLT PLATE 5/$t I � -SEE 9/53-1.2 HSS COL. CD TYPE BOLTS LENGTH,Lc BEAM GRADE -DIA- LENGTH SIZE GIRDER PER , SEE PLAN PLAN i 5/16 V 1/4 c.TYp .. 0 A325N (2)-7/8" 6" 4" W8 1 '/4 W V./ 111 ., .1 , 1 PL.3/8 Cf- ).1..r A325N I (3)-7/8" I 9" 4" W12 1 ..m Ira ` ' 6 4 A325N {4}-7/8" 12" 5" W 16 ' ua /rip __ __ _ -•�; _ O I I 1 `� 1 1 -t BUILT UP �j A325N 1 (5)-7/8" 1 15" 6" W18 1 I PL 3/8 x{h+1) - TEE-SEEFH W Fel EMBED PL 1/2xi2x1'-0" NOTES: PLATE --I- e BEAM FOR h LESS THAN 7" PLATE AT 6" SCHEDULE = a ON 6/S3-12 " 3 REDIA x 4"LONG HSA 1. IF CONNECTION IS NOT SPECIFIED ON PLANS,USE CONNECTION �s I p INTERSECTING r (4)TOTAL PER PLATE TYPE CORRESPONDING TO MIN.BEAM SIZE z I1 3116 BEAM AS OCCURS j" TYP < L.) o 2. BOLT HOLES MAY BE EITHER STANDARD OR HORIZONTAL �� 1 -SEE 9/S3-1.2 --1 CD (f) Cip 1/4 V SHORT SLOTTED Q ` va / Fes-} e- 1/a � Fn �_7 _ WOOD NAILER PER 1- ' ` -1 BEAM PER PLAN t �� PL 3/8 t ELEVATION(AS OCCURS) i I O m law I '146 4 �; 3/8"PLATE-REF SCHEDULE 6/S3-1.2 ' - - - - 1 Q I 0rI,, I ALIGN EDGE OF STL PL M 1" FOR BOLTS AND PLATE •./ 1 Ad WITH EDGE OF WALL PL LENGTH(PROVIDE FULL STL COLUMN 3"---") �1 3/4" DEPTH STIFFENER PLATE AT /-- t SIM.Wi WELD(3)SIDES TO / PL.3/8 x(h-1) PER ELEVATION :. 1 112" GIRDER) - PL.318 x(h-1 1/2} FOR"t">3/8 TYP. SINGLE ROW BEARING BOLTED FORhGREATERTHAN7" 3" W (.. QQ TYP. 5GYM COLUMN BASE PLATES BEAM CONN . SCHEDULE TYP. WF BEAM TO BEAM CONN . 8 BM. TO HSS COLUMN CONN . o t 53-1,2 I 1 1/2"=1'-0" S3-1.2 I 1 1/2"=1'-0" S3-1.2 I 1 112"=1'-0" S3-1.2 I 1 1/2"=1'-0" 0 Q 0 G OD j ----+---- It it ii if / 7 ii /... .,_ TOP FLANGE HANGER _SPECIFIED BY TRUSS __ I ¢y _ - CMST16x9'-6"W/(2) FLOOR TRUSS(DBO} SUPPLIER WELDED TO -` `-._ ROWS 10d AT 3"OC FLOOR TRUSS(DBO} STL BM. tt „ ..,7 <77_,., • / 7 / / 7 / / / / / 7 / / / / / / 7 / / 53-1, GIRDER TRUSS DBO ` 3r1s /,I Yp f�J / , \ . 3/16/ \ - ' -) / COLUMN PER PLAN .'°'-*'-..--'---.--.7 CORRIDOR JOIST - ;�"-STL COL r..� /`-WALL FRAMING PER PLAN EA EDGE OF POST -, 3/8"STIFF PL PER PLAN (� • COL,CENTERED ON -- -STL BM PER PLAN 1 COLUMN IS CONTINUOUS © FLOOR TRUSS DBO CUT PLATES AND SHEATHING ` 1 STL BM , „ �;•r. „ - --O 0 �,, is! PER PLAN �_ _ 16I/ L 1 STRAP PER 8/58-1.1 P ROpRTRUSSES :-i.__a q "`- -PL 1/4"x 6"x 0'-6" - �� AT SHEAR WALL LOCATIONS STL BM PER PLAN 1 3" \ --SIMPSON SDS25500 1 TYP (4)TOTAL 11y1/p2"_____. ALIGN(1)JOIST EA EDGE OF POST I . �--�`-POST PER PLAN AND ATTACH W/SIMPSON LUC210 TYP • - It - 9STEEL CONN AT GAME ROOM TRUSSES AT STEEL GYM BEAMS 1 1 WOOD POST AT STEEL BEAM 1 2 INTERMEDIATE STORAGE AT PSL COLUMN �FtUCTt1Rq 53-1.2 I 1 1/2"=1'-0" 53-1.2 I 1 112"=1'-0" 83-1.2 I 1 1/2"=1'-0" mac,.. G` PN D, _s' ' 65411 PE .1- 400°- .0,41116 r- SORE •N �� p�'O,P E 29, ' `V� RYAN L� ill EXPIRES: 12-31 -2018 1 PL 1/2X5X0'-7"EA SIDE , OF COLUMN W/ (4}SIMPSON SDS25312 No. Date Issue ii 1" 2 09.28.17 FULL PERMIT SET TYP.- 3" -COLUMN PER PLAN O O i/4 v i� I �"- O O / L,..::<:.r:::.....:< :,.<,:.,,::,..:.: Project Architect t;•:x:<r:rc,;:tix_;r�..y.<:K.>s:..r i`„`-.:tw:<gR� Gz;:a:'�y>»:::;;::! r0 e ,;:x.;,svS: ^z:?;<v u.r�::*rfr3o zti:� >; tri f� x.::e:a<e:!.0 .>�y;;t.:Yi.:xz:`-�"? Ny:`2`<ti .L:k�=-.�:/,�y._::< .•?^i::: ^. .,,F' l:: �' g ,Yii:.-4,,d,:ii S l'v. .k:r::):y:, ;<afi,K'-i >5�•s.�;,>,�;�,.,M,,xa�,�,.a„ '�y�..?��ry'; vx.:,.:�':..k`r„�' sd3 .z;:,,.F;�>:, r.:.; �',?:a..w..s.,:.::;ani.:. '>'<'�F' .:.;� '`:'`f.,:." ':': :ir' .':r,:R'4�`:::x.. .k•,,'3:.3iti:r•'.; }a<:^.-?k.?�=' :<.zt.rxxgoo:i`<<' '::..<�:a@.>a,: 7i t ::.x�i,: cr./r., '':�;r:s:. •,e:;:�: fJG svf: >5�.r �:_<�r,,'Ya::. �max, ::.,�/'�'� Project Designer '� !' 's'r' a" .,is r.r.>' ,.,5y:�''�i ':1 (/%;.�V3';`n�. :°":fix'::::<�,...��:�:ra.;, �-:G-'' '3'`' i:,,e, ,4. ::Cr•i.'.^.Ji:' ,e :S.:'' S','C5` yor•.,i 'o'i4r,: i`+; ;>;..: F' ,..slw.. ;' "rf�'1. ..F4N.. �::ri'iy • .,,,,,,.,,._„-„,,,-„t„,„,.., ,,,,,: ::?:etio;. xl'xSv::, .:�":. u'::� ::}''' i9y: �'i'Nti,<.: 1101110/MA,.;< y 6 v :.. ' Date w -_' : . � s ...<„* :<:< r. 'F. 6.27.2017 �; C' �';a::-hi...•G �,>?`H.::i. - ,;: .\5Y.-.f yn�.� °vc.!•h ,%::i,; Kph .spa:.�.::. r�z�;;<.v.;.,f.:..i <rf�'.�� 's?f"'<'�r �..��.�.%' :.��c:<-h:r�3�f�^ I'i'i Qi S,? r hzlh'&:, ,..4 :.a:?."�� ' ,o,L.:. z:<tr,,',Ks,?r..rgK:',.%<3.'�ir 5Y5. a. 5:_: we:%�,-,: .?rk:"Y,i kx q:.r,. :'EA WAiti ;. �X: n <<><:.�.�' «z; y:. ^3:''':'z< .�i;::''r A: .,<f4/.%`ir2:s�` #; .,G.23,.>:r<;�?�' 3�.'s"'",<.�.:;#.::t:Jn :;15' N .r`,'E-�.: :;x..0�, e.•k..:r;�':Y` �.,97',.>,•SYE :r i3:,, <9.y .r.2.'..R„xr;:: �,\:..-.;c. ,:.7.:ir> ,u :5>'w ?:a f:?' ..'ff�; ::'. .0%T. :>x<yt.:::.•k.:iS:'r .x:,. :.' ', .;; r.< c• r ^,sk :. Job Number r s�<> ,;.�> 5 `�: ..,,�:.;.,�, �: `.��,x�':x,.r 161194 .n<'r::> »rte ,��,�}^. �.u'::': .FS:.�a'�,:< :,.: 1I =rN ! ^gi:r.: %moi/.,. .1,'"� 1. vr :, .1 �vv D 4 LONG `��kiiii '� ,.�;.:�,-.�':r?�� „r,•;> :.� :,.,z:�.?,} ..'....,. w,,..: .-_.x EMBED PL 112x12X1 0 1/2 tAx � �/ :+ az2 <?�:':.u:��✓.c.< Y'^. 3 S,i, ::J;'f:.i;�H•;.'T�. dhi5�,.�,'c u._..:/'...:::�t2:'r::K!c::^a ,:,:;1: %'{a'•`ryik:. �k.:.M.�aj..r '.::yr°:'.xr%:£?; :�4%:�'"; '4.kYn HA TOTAL Drawn By S 4 O �� a EA -..iXae' .f�'Y::'�. - <<i::�:.c 1LEr;6,<hur: -- `YF„�i ..:3.--. :c,.... ..,...:...,,...a:.,....-- _r.::.,•,.:..,ice. p, Checked By ARL Title r O STRUCTURAL STEEL N DETAILS I- Sheet Number = Lr CL S3-1.2 I 1 1/2"=1-0" 1 3 BASE AT PSL COLUMN s3-1 .Z ° c 0 C 1111 417 - 6x8 DF-L#2 6 44, ,* COLUMN 6x6 DF-L#2 COLUMN. 6 6 ak +. Mir KEPHART AT BASE,ANCHOR TO S4-t 1 S4- . VW SLPJ3 W/HDU2-SDS2.5. community planning 4x14 . 1 F\ 1 architecture 2555 WALNUT STREET ---` ,,, \‘ -- -- 1"--Etli W-7 , X \al DENVER,COLORADO 80205 www.kephart.ccen 1 V. '4 N'''-----6 \ ,„- x6 DF-L#2 \ p -- -- _ f\,s7) - COLUMN S4-1.1 71 r---: I \ ----, :al - I__.: :7J 1 - - MIR \ _ \ TRUSSES—- . - I-- ' 04 PER PLAN _... .. . 7-4 l'il ,...7/1____4,\ 4x14--------e'' IS ,---1 77:1 7 7 \ MILLER T---- 1 (--(3- 2x14 LEDGER W/(4) 2)d4 LEDGER W/(4) -------- .,u • :--i II .4-1..,1) SDS25412 SCREWS AT EA --_______.. — SDS25412 SCREWS AT EA 1 I STUD(16"QC MAX)TM STUD(16"OC MAX)TYP 6x8 DF-L#'2 "' LLH CONSULTING • COLUMN I ------------ ----- _— 2)(14 LEDGER W/(4) - ENGINEERS •:-f _I I It : . --I - , ____._ ), . , . SDS25412 SCREVVS AT '"------------------•-,.../ ___,--/ EA STUD(16"OC MAX) TYP 9570 SW BARBUR BLVD. 2x14 LEDGER W/(4)----__ __ No SDS25412 SCREWS BALCONY TRUSS- --..--/ BALCONY TRUSS 1 SUITE ONE HUNDRED AT EA STUD(16"OC ---__ ____ PER PLAN " PER PLAN EN .. ...-i I r—s• PORTLAND, OR 97219 MAX)TYP -, ''L-7 L' T 503.246.1250 BALCONY TRUSS----/ PER PLAN No I TYPICAL FRAMING PLAN 7 i ,...._4-1.1 AT ENCLOSED BALCONY FRAMING PLAN AT HYBRID BALCONY 4 TYPICAL CORNER FRAMING PLAN AT CORNER BALCONY __ .t.1 : ti t.. 1 sii-1.1 I 1/2"=1-0" S4-1.1 I 1/2*=1-0" S4-1.1 I 1/2"=1-0" 4x14- " XI F 1 IX ... Cl) i 6x8 DF-L#2--•---7 ''---6x6 DF-L#2 COLUMN, COLUMN AT BASE,ANCHOR TO IIMIIM SLAB W/HDU2-SDS2.5. Z 0 A 4-1 M )-imui TYPICAL FRAMING PLAN AT BALCONYZ S4-1.1 I 1/2"= 1-0" I ______\1____ , 1:111 Po-1 (•,,5 1"--4 , • ill < WALL FRAMING----„ \ Ca) v , r_SIMPSON MSTC28 , , PER PLAN , Om CAr) , STRAP,EQ EXI'ENSION 6 1 c.) ONTO EACH 6x POST a: ' 0 , 1----- POST S4-1.1 ' < -1 PER PLAN ' 115 _I, ->-<.' , 9 a. FLOORING q157 < X FLOORING a. / U1 2x BLOCKING WI FASTEN SLEEPER TO PER ARCH I / /.><_ - L _ ..,.-- \ \ \ \ . /,' 1) 16d AT 12"OC •- , ..- 7' z M ‘--h .. -.- / ) I -----7 o-C): ---o : 1 o a ,,----- - PER PLAN SIMPSON \ _ 4 / / / / / / / / / / /TRUSS/I/ I/(3)I/6Ic:1 / / / / / / / / / / / / r/ / 277), , . t / /- „,- / / / ,y , HUC614Z \ 1 I I W ciii E I II--;--; --1Th < , , , . . . .. „ _....._ cz, . - \ ....„1., ) '' ' 1 LEDGER NOT I o o CD ___-----\ 2x SLEEPERS AT 16"OC SLOPED SHOWN FOR 'r • 2x14 LEDGER W/(4) .....i_V 1/4"PER FOOT W/MIN DEPTH OF cutarie 1 0 0 ----,- SDS25412 SCREWS \ 1 1/2"AT EDGE OF BALCONY . . , 00 AT EA STUD(16"OC (1111D MAX)TYP \ \ :-.-- ----- _. .1 r __\ FLOOR TRUSS 10 : .1 • FRAMING 77_ ' Vir IIIIIIM / PER PLAN = = , , LEDGER PER PLAN _ ...,__,..-.--4x14 • BALCONY TRUSS PER PLAN _ , . - ' 44''' POST PER PLAN W/EPC6Z TOP AND BOT,TYP AT SLAB LEVEL BALCONY TRUSS------/ . SEE PLAN FOR POST BASE PER PLAN FRAMING PLAN AT CORNER BALCONY W/ POST S4-1.1 I 1/2"= 1-0" 5TYPICAL BALCONY FRAMING 84-1.1 I 1 1/2"= 1-0" BALCONY EDGE BEAM S4-1.1 I 1112"= • EDGE BEAM PL 112"x 7 1/4"x 1-1 3/4" / 1 _-I,- 1 3/8"1 --- - - ---__, Irip / PL 1/2"x 3 3/4"x 0'-7 1/4" / I _ ---- (14)SIMPSON / cot E0 SDS25412 POST PER PLAN to / . 1 0, THROUGH PL TO / " 0 POST ......— -------_ -4.__.... it -.-- ---1 =-' 1 - r 0 0 . CJP> / / POST PLAN W STRAP PER SECTION (..) [ _ -_-_-_- / . I EDGE BEAM PER PLAN,TYP NAIL WALL SHTG TO 4x16 DF-L#2 BLOCKING,TYP FASTEN TO BLOCKING W/(2) EXTEND BLOCKING FULL DEPTH OF BALCONY. , a. (3)112"DIA WELDED ‘ ROWS SDS25800 AT 12"OC FASTEN TO STEEL BEAM W/(2)ROWS 1/2"DIA co 0 0 THREADED STUD, ' C - ,- - 1 5.0:k U C T Ft4 STAGGERED.FASTENER SPACING COUNTERSUNK THROUGH BOLTS AT 12"OC TOTAL / . ...t) PROp4s, TO TIGHTEN TO 6"OC WHEN STAGGERED.FASTENER SPACING TO TIGHTEN TO . •4',• 1.) (;) -- -- •0` ,,c:3 ,t‘G I N -4, % I WITHIN 1-6"OF CANTILEVER. 6"OC WHEN WITHIN 1-6°OF CANTILEVER.----__ 10-..-________ (3)irr DIA [ .7_._.- ___---= / I 0 . A _.., THREADED / cr 654.1PE I-- SR 3/16 111, Typ I , - WELDED STUDS .4001. 3/16 or RY AN PER RAN '''N al C.\\/\/\ TYP 1 ,(<••,,p CJP\ (8)SIMPSON - III 0 0 l 0 0m- --- ' = • - 'E SDS25412 ' e -... - -I I I I H I I I I I I - \ \N„ __7 / zo 01 THROUGH PL TO POST r !EXPIRES: 12-31 -2018 I 13, \ 1 , ''''''.------•BALCONY TRUSSES -3/8"STIFF PL -- No. Date Issue gi PER PLAN D ar18 v CENTERED ON ---------------PL 1/2"x 33/4"x O'-7 1/4" / 1 1/41 1/2" EDGE BEAM-- d / 2 09.28.17 FULL PERMIT SET COL,TYP / 1 1 1 1 11 1 I 1 1 1 / TYP TYP PL 1/2"x 5 1/2"x1-1 3/4" 1 't a) \s\s "-----COL PER PLAN COL PER PLAN .-' --t BALCONY FRAMING AT GYM ELEVATION S4-1.1 I 3/4"=1-0" EDGE BEAM CONNECTION AT CANTILEVER S4-1.1 I 3"=1-0" • i 0 EDGE BEAM CONNECTION AT BACKSPAN 1.1 I 3"=1-0" Project Amhitect Project Designer g i w "E 2 Date = 6.27.2017 In 43 c.4 161194 Job Number til -ez Drawn By EA a Checked By ARL r - Title 0 BALCONY FRAMING AND C\1 DETAILS I- I Sheet Number 0 E >- S4-1 . 1 0_ 0 . ______ ID•EI\''R')''" • Itfir_ i ♦ r to8 ? ' • KEPHART i CONC STRINGER community planning architecture \ STEP TOP OF CONC \'� \ PER ARCH 2555www.kephaR.00m FORM SAVER DOWEL WALL SHTG \ AT EA REBAR IN PER PLAN DENVER,COLORADO 80205 i -� STRINGER AND STAIR g SLAB " ~ \ EL. 113'-0" CONC STRINGERHSS COLUMN HOEDOWN . ... .. I PER PLAN ..... � \ HORIZ LONG _ , . 71.1.:;., \ PERPLAN rtSTAIR STRINGER 1r ,. OAPe Is _ SLOTTED �� ;I O PER PLAN EMBED PL 1/2 x$x 1'-2" ( / ., W/(4)3/4"DIA x 5"HSA / \ HOLE EL. 112'-6" < = \ WALL SHTG (2)ROWS#10 r, / --�*•. �1 :.k :t:<>.. <v° _ PER Pr.AN SCREWS AT 8"OC -**-N4r v4 ` . ;:� _: 'M' 9 ggl ' \ (2)60051620-54-- s!<! 1. 1 1/4� BOND BREAK :. ;z>. :. STUDS prty <:, k;, / / AtzAt <„ z ::' «:: -.. / \ (—STEP TOP OF CONC >;. 1 3/4 DIAx8 AB :.. ;y.... . ...... .,” 4popt PER ARCH �..;` :� : ''n:: >><" \ HOEDOWN aoa. I / i 1 MILLER 1SULTING �' .4: <:va-' �< 4 PER PLAN,}�`� ;z,. • ..^mss. '"�y....:x1N.tu'�` ,h7°t.�`�'%v a.:,:. 1 , ::::V'. �;,,.?,„> :<S:s^a>ca�t"r,,�.`;.,��w.; n,�;;,- ,.<�5. >,��:.,✓€W� � \ ��`ki.:�<....�fi{ \\(#7,..7,- N�:`� -� :�� `�;�h:��<; <. PT SLAB � hak. .,; PL 3/$ x 5 SQ EA SIDECONr.��.x.,,=�:fi..«.�.,:��,,: ;�.;<:�>< t�,.'.ox:��;<�'.: ..;� �A»> #10 SCREWS �..�M�ac.'fir;;y.?:..�.,„' •�;�`.'.<5. �,.�. :��<sa"sc:%:k,- b' 1 \ / - ;,.r.,-.'1,..' <I e-W V>. ERS / ERT LONGPER LANs:-:JiqAT 8 OC :`X w :�.k�- G NEL5 3x3/$x0-4 �.:.::.:.<>::::�:::<-:�>.,:.;::>.�:,..:...,a.;.�;u4 - s. h:U �s`vV �<� 2 60 5162-54 �..LH 1 OC /L AT 2 *:�:.:, af< a:. :<: % STUDSw�:x+Z,.` `-:.�_:`:, ��:r5s:.;r.:;:::::.>:.:-. N7 W BARBUR BLVD. 1,�� 950SI�.h. U NDREDS ITE ON HU:4x4 4 -��.:.L x3/8 w/3/ <�.. >:,:_:� ..�. 1 1N r »/� ::,. P ND R 97219ORTLA OD AAT <<�`'w<m>-= �”" .. 1-2 y lAxS HS .: T503.246.1250 12"OC =` y� > h,. o; • STAIR BASE CONNECTION STAIR TOP CONNECTION PLAN VIEW AT HOLDOWN PLAN VIEW AT CORNER HOLDOWN COLUMN-STAIR CONNECTION 84-2.2 1"= 1'-0" S4-2.2 I 1"= 1'-0" S4-2.2 I 1 1/2"= 1'-0" S4-2.2 I 1 1/2"=1'-0" 84-2.2 I 3/4"=1'-0" 1 Ci), , 1 , — < < ' { r.:14 i , , { a, . It LAP TOP TRACK d 13/8 Z 0 I.— OVER COLUMN L 11/2" PL 1/2"x9"SQW/(2)1/2"DIAPL /8x6x -4" HSS BEAM LIU up, 4: TYP ADHESIVE ANCHORS W/{2}3/4"DIA AB 1 n . ;) r PER PLAN STUD WALL 1-8 STUD FRAMING „t!!/2* \/ FRAMING PER PLAN i > PER PLAN H 2 t . . t* . . .._ _ ___ , movan i ; M :' w w,,... ",,.",":„.„.......:„„,:,:::.,::':444i9 € 10 #5 VERT Ce ::::::::::: aa,, #3 TIES AT :�;.:vn: HSS BEAM ('�� PLAN : „ K PER 1 = r ` 1 1/2 NON-SHRINK a.::: :;;< t F'r:»;.;,f� L4x4x3/8 x 0'-6” :: > ,<,, _;<: { , I I` 3::.> : >: HSS COL PER rr � ��GROUT < y....,,..,.„_„,„,.•. <• Li.) c %_ PLAN _ s<H; x 11/2 CLR HSS COL r- - aF TYP CIn 0 . PER PLAN ' _ "`yK<' ^ra 3/16/ 316 1/4 Clim ..et': 1 <D .1.:','••4„,,•::::,::-,,,.,-,:„.1;:;,::: „.„' z' vt mow/ ...-4 'K'' a:x`'s:`. \ 1/4 • / 7�^�;rz;r 1 1/2"(MAX)NON- I SHRINK GROUT CONC COL -'"r• :••••.•,,.:: 'ti :.<:., /f\J :� ::'. ;.fYCf kik f');, �M� ,.I PER PLAN h s ^'`' FDN WALLCP:rd PER PLAN • e- N aiwtow .5 ..�:fix-..�t5:::^ CI S. 1 ti . Wil' IX `l '�M�M� 6BEAM-COLUMN CONNECTION BEAM-COLUMN CONNECTION CLUBHOUSE WALL CONC COLUMN COLUMN BASE DETAIL < 1 S4-2.2 I 1 1/2"=1'-0" S4-2.2 314"=1'-0" 54-2.2 ( 3/4"=1'-0" S4-2.2 ( 3/4w= 1'0w 0 CD MOM 111111.11 1F.UCTUhg4 �, PROp4. wc� troi � <�� N . 'D- , 6 ' 54 t 1 PE .1-- IMS 11 q YORE •N ' 29 ` ' CT RYA 14 \ I EXPIRES: 12-31 -2018 I 1 No. Date Issue g 2 09.28.17 FULL PERMIT SET ^1 . t3 i a ..1 43, ro 1 • Project Architect g Project Designer-0s II S Date 6.27.2017 0 a OS N Job Number 161194 ti a Drawn By EA g • Checked By ARL ~ Title -e--- a— O CLUBHOUSE ENTRY N FRAMING DETAILS I— Sheet Number re (... .._ S4-2 .2 „.., @ • INTERIOR STAIR SHAFT STUD WALL: /"1 /�"\ /-"\ LEVEL 2-3:(2)2x4 AT 16"OC (B-C) B-M.9(B-D) I LEVEL 3-4:2x4 AT 16"QC �� `,/ IIII / yr,, J LEVEL 4-5:2x4 AT 16"OC 1 3/4x16 LVL NOTCHED STRINGER W/1. �� 3/4x16 LVL STRONGBACK LAMINATED �o ' 7 K E P H A R T +q, W/SDS25312 AT 16"OC a+q, 8 <y��+o+° ry%6• �++�O ( i ) comrttunity planning 0. � 1 314x16 LVL NOTCHED STRINGER W/ �ti� h' SIM I architecture DU212i� ��J��. {2)SDS25600 SCREWS TO EA STUD �wti�� ROOF COMPOSITE p WALNUT�o 80205 — TYP_____. ____.__ _....._.\,z,, 55,55_._...._ ..__....�_...,__ ______r.__ _ ___ __ ___ ___� .___ _____.____ _ _�.._ .,.__... _..-.._.,,wJ ,::,,,.,..,...„,,,...,.„:„,..„7.,_ __ ,,__. ( — _ _ - PLAN S _ mom__ —M__-__ _ . __ . _._ - , _5555. : __ 55.55__•__._- _ . _.___m—_____. _......__.....___._.____.._-_ _55.55_ _5555 5555. _.______5555- - 5555_ 55 55_.�5555..._,___-..._._...�_..__..... M _m 5555.. _ ._-__._._.__._._._._..._. __._.�..___...._.-5555.-_55___55., 5555._5555..«5555.....__55.55 5555-_........__.«_55,55.5555.55.55..•-_5555_ _ � N _ _ -_ _ _ _ _ __-- _5555_. _ _._ :: :;:, .__5555 .- .-w. .�:. ,5555.:: .. _55.55. _ :55,55 F . :. .:.:.. 5555.. ,. __, . :r ,5555 �. 5555.... 55,55-5555. 5555. -r ., ., /' ,5555.... - 5555.., 55:55. 5555 5555 5555. / 55,55.<..,,:::55,:55...:-. � :.n.n.-:,.- 5555:-•.<::5555., n.-55,55 rc..,:7,;r::h._ ::"9.Y: ._:it�T 5555.. , . ,_ ,:. , e -5555 ,.. .... .. ..�. fi:. ...,. .,. ,5555. ..., 5555 . G.. .�. .: �:: - .',55,,,,;,...1"-55!:-.:0' :5555.,., _5555 .:. ..,. , 5555. > . 5555 ... . ,..... a. _: . , ,. , 5555.:: :...:.:,u. t 0 212 TYP ,5555 ..: »5555..._,5555 ..: ._.. :.,.....at 5555 M 5555.. ,. ��«.r<:. ':- -. 55 ., 5555. , � :» ..... ..,. _5555 z :5555... .. ,5555. ..>.. .. .... .. ,<. 5555 ,,:.: 55,, 55:55.. 5555. 5555 ...3 5555. 5555 5555.:.. .>55:55. . `e.J n. :Y ,.':Y::+:, £ 55,. 5555.. ,,.5555.. 55,,55 5555..s. 5555., ....� :yam/ 55,55. 5555.., .:r.-.,::. :t"55'55b.:�:.\,.:, . 5555. 5555 .n 5555 5555 . m 5555 5555 I £ . 5555. 5555.... 5555 5555 55,55 _..� .: 4 ,e. :r:T:,:; :5555. .. :., : ,., 55,55... /.. .>^' :.c- ,. ....:.,,,%.:;,,,i:::::.,,,:- .. 5555..,. 5555 .: , .s 5555. r :,5555. ,5555 ,r,.�..,;5555:.,:,55:55. 5555,.:: ,ir_ '�c :,.a 5555.. 5555,,. r..x..,.. 5555.- 55,55. .. :r,.•:. :, ,5555:5555,,. 5555. ..a , : 55_:55. 55»55 ;.:r'°F::r`3. £ f :5555.. 5555:. 5555. 5555,»...a .»5555 :,5555 , 5555,. :5555 , ,,5555>a.. 5555._ .a.i._:.>. .nr:. 3t :•�:'� 5555.:...,. :�:. 55,55..- _.-..a<:. „r.,., �.; , . , 5555.. :. 5555.. ,:rr <..r. ,5555. - --, 5555:.. 5555... 5555. 5555:. 5555>Y:-55•#'55.; �,t r-.t.<«:. :,J.. --r-r- . -_5555.._ --lir-- -71.--_55,55.,. 5555•_ 5555._ 5555 55_55_ - _ - .m .,. .`h .,5555 ........... ., 5555. 55_55.___5555•-. 5555, 5555. ,.,-.•..._........•, 5555...., ..•....,..•_-..�..__55,55.. _•-...,..__.... _-,.......__......_•_..,.__55_55...., .__.,..�........,.—.«___..._......-5555.___»5555-.._......_.__.•-_.__—_ -5555.__u..._._...,......_ 5555,_.-_•55.55 .«_5555..•..«_-55.55 _ _5555. _ ........-,5555. ..:::,. .�.. .:s. 5555. ,,, 5555::,5555,,.,4..-:..�.-.�: :55,:55..,-.<.� _,. io` '".a .4'...... I� T T t 5555. �: .r .<.. 55,55 5555. } 5555... t-.:--,,,. 5555... 5555. 5555 5555.. 55,55.: :55::55,. .:< „., .trr,e 55:55:_° ...>' :CE;, ::._. 5555 .»-5555 :�-:. 5555.. , -: 5555 .v 5555.N ,�.�a... , . 5555- - - _. , ...;e. 5555, _tY>': .::G", `K-:::-'„ 55«55.-.- _»« 5555.._ « r ' :5555. 5555 5555 tQFr� 5555. v.ib� :: a{:; 5555 5555-5555 5555- _-5555 _«-__5555_-_. ___ 5555._ a., 5555::..:.. 5555::- 55:55.. ,. 5555::. :. 5555-oF 'Ya}.:Yi �` +- '"}•�{ 5555. 5555. x:r- y t.'t: 5555 5555. £ �• £ £• ,- _,. 5555. 5555:. 5555.. .-5555. 5555,:. 5555.: 5555. 5555: r.-5555 / �:.r- :5555 .:.c. '. _.:,v. -.: .:. "::...i-`.`":v6 £ • 5555 5555 5555 � 5555... 5555,,5555 5555-5555.. 5555. 5555. 5555.,. ,. 55:55. .,: / -,. 5555 - :<1-'::r=-' 5555 .::�. 4., , r;: :.ri";.. £ IC`t:. .v. :,. .: a.1 5555......n,5555.., v 5555 .yrr. . 5555 ,:: .v. ,.i 5555. 5555. 5555 v. : 5555 5555 .». 5555 - ••, c: . :.r 5555:+55:55 raaar::^:' nG , S e . �.:. .... 5555 ..,.,r :a - 2. + h ,h..:5555.:.Jr...- .'� Q �, £ - .5555 5555..5555.. .n.�..v:...:.» ,5555.. ar>,.e.r•r. -.:>t>n .�"S�.`� - < .,5555 5555. 55:55 :�M�`:yA'; ne:: .: n:tRt'' Ft 55,55 ...t 5555 5555. 5555 5555 a ,»:,":"t:��-�c, r:: 5555 . . 55,55.. _-:5555::.r. r:. 5555,:...»:5555..�:. 55:55. 5555:;.,55•_55. 55:::55 ..r>. ,.:_:55,55 : 55 ::,,55 .Q: :.,i-5555. r„..::'�i' ::}':r?;. ��_ -- 5555 ,, ...� _. . : ... .:: .... ' ::. ��. 5TH FLOOR PLATE ;£ s :, , 5555._55,55,.... 5555. .,5555.,,, . ��, ..��....,..•a.>s^�.:n+<. 55_55. ::.:v.'v`<.:ir.:, ,r. :"E.r,....,._ 55,55.5555. 5555,., 5555 }' (1f; 5 LSSU410 £f ��/p�-�LSSU410 ,. 153 0 314" v £j ; i° • i • lel rj�'1 • x' }; (//et- • 5555 <;< Lif5,15 la • 1. • It i #. £: !: 5555 S 1; - - -f:t' ,>;i ' ` 2x12 AT v. ; _ 16"OC • 1314x16 LVL NOTCHED STRINGER LUSI25 •r . MILLER }1 1 # • :€ 11: STEEL STAIR g i `\• } 1. } �;._ �`� DESIGNED BY 5555 1: -_,.--- __-. ----5555_.__---__�._..._--__--_----•-___._-_5555.---__.___.__.__--5555_.__._5555._.___5555.,_._ 5555...____._._-.-5555 _5555.5555_5555.._._-5555_5555 �r 2x12 AT ---� ; 543.1 = 1 : 1 HUS412 LUS210 TYP 16"OC f OTHERS ££€ ) CONSULTING • - __5555___-__55_55..___._._ ___.__---55___55--._31/2x11 1/4„t.VL _5555. • ENGINEERS --5555.:...- s.. . _- : . - - F' _. - -5555..... 5555.- -. n n: n n l� n n n I COMPOSITE PLAN �� 9570 SW BARBUR BLVD. I . 2x12 AT M I ' U 0 U a C ?1 — - 143 - 11 5%8 SUITE ONE HUNDRED 16"CIG HUS412 / : -- -.K_r PORTLAND, OR 97219 E ` 1°= T 503.246.1250 a . ! TYP '< 7 •1 I: • ...41;--- �.. - 1``::' �/ {� 54-3.1 ■" '# ;5< ,41117'. - ;q - F :i i 55,...1:5!; �a>„. tri: ff :5555-_55 55 _-........_._5555__5555.._.--5555._55 55... _5555.. 5555`._. - .--55 55._-.--^... ______•. _. -5555._-5555._. _-_55 55...-.--_5555.. .-55 55.....-5555..--_ ._--5555.....---55»55_55 55_5555._ _55 55....._"-._ 55 55.-5555._-.__._. `----.__-_........: • • 5555---_.-. --.-5555 .. -_5555_____5555_-5555.. 5555 >....,._-_._-_5555.._5555.._ 5555 -5555 _:5555.__._5555.--. 5555.--.-_.............. _. £} ----.,.. .�..- 5555._55 55-. ._ . -----_-, . 55.55...'---:_ --- .._._ _....... ... •. _._5555.... _-5555.-. . ._ 5555.._5555 3ni ._...___....t._.I Lt__� - _ 1-___;.1.1:-___:.U....:....._55 _:.L-.l . 5555 -. _5555 5555 ___ - _5555 w ]_t__ ___Cri _____ 11_� ,__.1_k__ _Lt __ _ L1` �LL_�____ L_t .___LI t_l�______._ _ ....,...•.... �._..._...._.._.... .,......-._....,... _.._.._..,_....__-5555_ _5555_.._._ ...._....,_...-__,.-_.,-_•55_,55...-,..,...._._•., . _,-55_55_ 5555_...._.-......,.__,.. 5555_.._,.•_ 5555-_ 5555 .__ 5555- _ ..•. .._.._.. __ _., _ ..41117''- ____,..._____ «.___.____»_.......•-....,,.._.,_..,.,.,,.. --�-}- _ __,.__� 5555_.—.___,...,.,,. __, ---:...---.:.:..--4.-,....;=:„.----.-z.7.-......----.----. .._,._..____ _____..____.._______.__—.._.,.,___.—,...___.._..__,.,..._,,,...._---,z 1., __ _____—..:w_ -yr ii"' ': vi t,~ 1:-i;'.1 s -�- . ___. _ +�.. DU212 +�_ �,, _: 55.55 AAP' i''1, �ns s i z":= x zzc410 TYP ni"V it FOURTH FLOOR ,LJ kN. p f 0318 �J ��. pry Ili _Ne(,anyINTERIOR STAIR SHAFT STUD WALL: `' camN..,��' • « COMPOSITE PLAN ALLf LEVEL 2-3:(2)2x4 AT 16"OC ru NIrin LEVEL 3-4;2x4 AT 16"OC ., .- / C a ; 1331.- 3 314 TYPICALSTAiRLEVEL45:2x4AT16"OC .PLAN111.1111.111 54-3.1 1 1/2"=1'-0" .1; r iei r • STRONGBACKf5R �" Z Cr STRONGBACK PER PLAN �� >: (AS OCCURS) STRONGBACK�N ! PER PLAN ; i ��r 4Up NOTCHED STRINGER (AS OCCURS) I / / / / / / / / 1 NOTCHED STRINGER (AS OCCURS) PER PLAN • PER PLAN <' . NOTCHED STRINGER ; Vie, , re " WOOD £ H >� .417-- STRINGER >" PER PLAN 5555— l / / / 2 . / / / / ` 1: ' �� PER PLAN TYP �, TYP > ' Zcoi 15#BLDG PAPER �rTHIRD FLOOR �.•1 BTWN CONC AND r r COMPOSITE PLAN r, tlid1711 UNTREATED WOOD _ , �.{ U ll �` 122' 7 7%8" ,-E ' 2x BLKG _ . _ Air WI' £ / / / / / 2x4 PT PLATE W/3/8"DIAx4" .% ir''� 0 C•r) _ Vi - CSA AT 32"OC�� .55::,51, `ir t CONC SLABI `j1� PER PLAN " �/ k „ , „ „ „ „ , \ b* ' 5555—: —,-5555. .— 5555_..... t �r 5555..... ,..:.»:.: ..........:<i.,,....::.:r.,�.>: :.,.... 5555... ...:.::..,...,. 5555 f 0111 v J ,,:N.:.✓...'if,,,5555. 55,55.. 5555 sl.:: •:'-'-'4:.. "'rL l::i• ..r. ..:>r.:c::...�:>,:.:.'.;:>Y:.'..:.�':, ,.-5555: :55,55:'.5555 5555 r,: v—BEAM .a,-5555.+..5555-,rT -»}. _ _ - ,.., _5555 nr.<„.;`"- �:�.>r:.r:r :::.:.._,,..�:»>�rr .».,.�, ,: +:ef.,f:..:. 5555. z ,:. f 5555 .,r e ,,:, :-,55,55..,.u _,5555 5555 .t,.raf�.,-ry.. ,:.,r,., .::::x .r» ztev .t 5555 :s,a�r ,: ,. .-7 ,. 5555 ,. -. .1 ,,.?b-,`::. :r;. :fS r.... ,i' t•.u.tr......crs:....k,. �Y,.¢,-<.:::h_,<:.::,-..x'ic4a`:a'i :'GY<.�tSG^ _ 5555 rt.r tr<r.,. ..:y,';../, .f.. 5555,!... �.i..5555 0 5555 5555.55:55.�,-tty :.�-.Y: :». 55:55 5555 5555:., 5555.. .,:..G.:,,>.;._;.,or,..>•..,.'.v..-,.:o,.._::�.,,,u..,.,.t ,zz�': 5555.5555 .,5555.. 5555_ : 5555.. ._ , __.'..ti 5555. 5555.a...,..,.v.,, >. 5555, 55:55,. ,a:.:..,6kavi';<r- 1 5555 .:. 5555. ..i ,.,� .G,. 5555 5555.. 55:55,,5555 ...,</.z,,x.-,a..:.. -,..t<.v 5555. '.rw 'r'_ a; ..s 5555 5555. f ...,:>-f r...zF,..,5555 .5555 ...Y. 5555... n..,55,55 >..5555. 5555....:.:: 0 55,55.. . ,55:55 ....,.... ..< r... ,5555 .,5555 5555.55,55.r}, �.,.:.,,,:..-.:<,..r:.>^•z.::<:'fig:..»:n.;f�:�>�Cb::,a PER PLAN ...::,....::,..�< :5555 . ,..i...»:55,55._ ,}�,:..:_..:..a. ....�::... .. ......i.v.,.t,.,. 5555.. � �.,. 5555 .�,..y:ft�«..... . .. ..». .. . .,:. . „.- r,,.r,:.. r.. s 5555,__.,..: :.,,,..:::...s..:: ,5555#..�v.. .>. .:.», 55_55:.y 5555. 5555 w.,..,,.n. ,,,.t_,<.:.:. .,..,.t,. ii...,. :. 5555 5555,.::;`::C„;,,..e, ..qtr sro =ry%z}" r..5555.,.,. .:Sr2 5555,.,55,55 ,. 5555...5555 5555.. . ._<��.> 55,55. 5555.- n.»:, ,,.,...:.....i:.,,_.4.....,..a.t�:f>:.r..tx.:..>:,.:, ........, .:,. 5555...r,.. 5555,. 5555 55,55 ._ ,.,,<..x,5555.... ,5555 5555..,.5555.,. .,:. 5555.. 5555 .. :,v.Kr .....-.,. .-5555 5555 5552/ n..r ..f: r:. 5555,. . _5555.> .a.:.»-3,._: y<t». n::,k': ,,,,......T”,a;... V. -<,...�..••-5555... ,5555 ,...> ,.a....,..,:3� :.:.S,..�,_.:•.aS.. <`iF:`>i.:i'+`"-�, :. rB �... ,d 5555.,.:5555...,.»,.:: .,<_.,,.i„i:F. :5555,w, �:�:»„ ,.,5555 , 5555.,5555,t; ...Jc.: 5555.. :�i_•,�. ��? 5555.:,.:.:�-.i. ..:.':�.+C 5555:,.rrY ..,....5555,:_. 5555.... �.-.n}',. 5555..5555.5555.<.?�:..:,.,,.r,,..,,. 5555<._, 5555__. y..tv ,v...,,., 5555 ._ 5555,,5555.,. ., 5555,5555.3.-5555.._o-<-2::.:.t:.,:.::,:. »...._e_, 5555 .w, :.;5555..:.. 5555.<vx. :r. �o, r, 5555::::. •r.,.:::<, 5555..... R< n-a, .:,..-»:55,:::55 :: -,Ri:,.:a...:,.r.-5555.:,.•'%t-..:'�;^,in'': ,:v 5555...., .>....-5555 ,<a., r. 5555. r.h,_::::55:55::....t.. ..<.�::...v.4.:'.rY...-.vii:.. ..W'..:,4..v..._5555�.,. 5555..5`1:.. ..Ac". _ ,,._.».s _. s..._<.». :,<„-,55,:,::55.. .<....:--:z „%:,.». ...,- .. -:., .-55:55..:. . .............,. -_:_,>>,5555.. z.., ..,:e......,5555 ... 5555...:.,,55,55...,.�:-5555, ,.:...::... . .. . 4.:.>...... 5555. . ,.....�,..._.. ... ....T,. ., 5555. 5555, > 55_,55 .. a-r`�>.-: .sir 4.. <, 5555_ :5555.... 5555..,. i ...�. 5555..... 5555.. .. _. .x ,z : ...,.:..:.�.�"<:> , .,... . .....� _F. . . , ,e....n 5555,55,55... �. �, ,5555...: ;.>en,: ..t ..... . .r...... ,5555:.:: :, :5555.»5555. :......... ...>.i.:..�...v<ir,<.<.,..,..�..»�..ue':§< :�>.. t ,� .r=x :5555. 5555. 5555... ,,. :,.� 5555.,.,.>� 55,55. 55:55... _<: ., . 5555.... 5555, 55,55 =`'«`>a= �� ._4 ., :.: 55,55,c. ..v�,5555:.£. fi.:5555.. 5555,,�_,.,a.,,_:..:,,<, ,.,..�` .<,..._.,..5555. ...,,, na.' �4�&5555 . .o- ,. .0. 1 3r .....er`b:,... ,�z.:...>• >55 55.,..5555 5555...!„_ „- .x 5555:55:55 »w}t:, o.. 5555_ z .z ...,,... .,5555.. :. ,...:.,y io,-5555.. 5555..,.t.b. ,<,'v.,..,,.. i. .ra:,,` HANGER n. T _. .... .,r... ... ... ...�. . >........, ...... :..... .. .�.: 5555 ._:.+�.•. ,5555 ,r<:trr�"��;4 �,,:. v:,,.:;G I.:.S,.. .,,,..:�..v .v,..,5555..,.si. .ua.r..,. 5555..:. ........:: r..55,55,,rfs.,v::,.wa:..n.R.v: -::it:,,, .v.:�n- ., ,..,<, ._..,.... 55,::55 5555,,,,.,�..,;;. ....:._.,.>.T:::<.:.,..,.:- :a..;:x;i;^� 14 Z ,,,&.,,»r.,:;.,,A,,,.,:..,,,,,..,,t,,..a,. .,r,>.Vis.:..w,5555. ...x 5555,. . c.z�,,,, " ,55,55..�r..� n»<. a 5555. ,t., a 5555, .�,_ .z...�:..:._..:.....r>.......�.�:ir.�.t<ta..,,va.<-:5555>.:a.,.>_.::. .<.;.;._.,�:,�::�:�:v:.'r .fir .....> �......�...t,.. ,:5555..,5555:.>.> �.....,.:�.._.,�,,.. ..: a. ..,_,.,t...., ._...>......... ..._..�,:......: .,...,.__,5555. .:.».r...r ,.: Vis- ...r ..8;g .:2» ..N,,.c., n.eya,. ..�a,..:. .r. �i ,.,a.. .ta,,. 5555. ,,:Y 5555 5555 5555 ,:>.:5555.,-„ .,rte-q::::rR ::e„t-r:;� ;:.ti:;tf2�i�v.}:r..>:v.}':E>r..:F::t-:. .EJo.w:: nx-..:F 5555:::-.-,.m.5555.. :n.. 5555:;. ' - ......:..n,::5555 .,.:.,,a .r;:r..-,:a._:-..m..Y:.... 5555.S.J”:��:>..:..�,.:.a".55:55,- .:..Y?n:5555... rr:F.:<>€'>-k:.�,at<?J. eX,>i PER PLAN : x,-,,55:55 f,t._...v_.«;.rn-_,55,55. -. ,'-'- ...,. «:_,::nl:.v.::-.: a,,.,»5555 5555.::.., .,::::.:.r,,-,:55,,55:,,.x.�:.,_Y.-.r..:,•_5555 »<s,+a,5555,..:, , ., - ,, -,-r::..,..�._::.<...::..:....::...... .5555 .<3xa,..:.,. ,.,._ ..�G`Y'»,�:t;� <.,. 55::55,.., :. aSa..,F, 55:::::55. .i. 55,55 .::,55:55 5555 Yr:t,.3;�:g.»5555....:::-�:..:,,.....x.trr-rr;?d..r..;:t.: . 55,55. 5555.,k. 5555. n.,Yv. .......r Y. 5555..} ......,.2 5555 .t..,r. ,5555. ...:.�....,<, 55,55.^:,:.r.: :al.y::�::%ai C.. :5555,5555.5555, 55,:,55.., 5555.,. 5555„5555, ,..,,.r:5555-:. 5555.:. ..f. '`rt. .a 5555..:rv... .:.Y.,..:.:_.�.,w.... hr,,:.. ...:::.,�h:.C.»:,: r.,..r...t;»o>�,...a„<:<:<. 55,55 �� (+� �� 5555 5555. 5555.. a :5555 ,. ->..r. e,...>„r:>. 5555..>.a.>„«„y;.i.,-yzi: - 1 : ,5555 5555.5555. 5555...5555,n,..:5555 55,:55 _,,'J.ur..,r.. .:e. :. .c.,,. 5555:. :t)?' n , s..._. .. ... . <. <:,5555. .:.,.,r.,<x:0}4.. °:>'Sn?>> ii`?: ,,,,,; .;r.....<..55,55 5555.5555. 5555..'r.3Ei: 5555..:5555...::5555 V... 55,55•4..st•.....e, 55,55....55,:55 5555�.. 5555..r.e!..5555.5555 5555.,.,.� .,.....,.. 5555.55,,55 n..>>,.:.::: a 5555.: ::.,r:, 5555.,.. _...��. 55:55:�,:.:rhx:5555.. 5555..,. .,.r... 5555:..a 5555. . ...c a>tr::. 3� 5555.. _, :::55:,55 5555. 5555. 55,55 5555 5555...,. 55,,55 ,,..... ,. .>>}}.n,,:,. 5555-, 55,55..,<fi-.. .•af..,,...,r,u�� :r"`�'a, ;r<+;ef:, { .�:,5555 ,..a,. 5555:,..,. 5555..,..n..:.,.,:: v.�^: < .k.,.._:;5• ...::.v„�Y�4::<�$,V. �v::?Yv ..t. 5555.. 5555_.. ..............R. 5555...:.v„.,.,<. 55,55 5555 . ...........� 55,55 i:<?5555:,..1 55,55 4'+'•.,.a+<.. ,rfr->`>' "5555, � �r >5555-5555✓s}z....z? ,-,. ..:::r:.;.,>:;:w;:x a.-»:, 55 �:::> ,_..:a...t..:-:.:-,H.#�.-:..,.,�,.::.�'�,,... .,,._...,.:.,::r.:,.�,.,.....,..:..,. ,: _ ._......�.:::::, .-.-::.F ,.w:.:o;. 5555,.:-5555.. ...:.....,.:ofs,,.,.:e....`v...::.:.i.... ,,..,•n..,:�::�..a..>.,.,'ea.:w 4..,..::<t. :;,V; =t� rte!` 'se,. ..'Z. �., ,Ycza�: ";`tom;':>3; �” :» ,5555.. n.<:,.-:a.,-t&.:r<.,_::T, -5555 5555,}:::: 5555..,-.,.:.:i,...:.rt#::-.r,._ .,:+u. �'+� � 55,55.:ee>i .w.:::..<.,5555:...:_ 55,55 t<-::,, <.,,.,-.-.z":,.... "�- �'' :.;fir. .+,G.,. .tY:.:.:.>Y• - �.x _ :.s;r:<:t:,,.,a.,,:.. ,,:�»5555 _:55.55 `.,:..,:,.,,,,4.>,. i:aY a:.,.::.a:u 55:55 55,55 eJ. s;:.::-».e :-55:55.:::, r..x..�f`,. '.it.,:z.: ...,1..- '?::'<:.:t, z,.., 'tf:,5.. i,a'-<: r:. ¢,5555 .,at 5555 aG. .->. 'a-. ^:' �'.: 5555@., ,i ,» ,, ;,5555_ _ 1111.- 11 1,-,..... I 1 --- 1 ... 1: B-1 mei *lb MI , KEPHART Arikcommunity planning I S4-3.2 architecture 2555 WALNUT STREET DENVER,COLORADO 80205 I .,. . 4 ::-, ::. .. t . / . . wwwlepharicosn _,_ , _ , , - -:, -:- I :,:' s .- -• • '':=' ,',,,•' - ' HANGER PER . / / . • 1 ROOF $ .L :_:':=: , ,.:, . ; PLAN --____..._..„„,.....• i _ EL. 155'-4" .-.-, ,- , ..-. / 7 / / / ., / / / / / ,311 1 Allak Ala . Ai LUS210 T'YP . ,: -. . . - , - ., . 2 ..: ,./i/ / / / / / .../ / ./ / / / • \., 1 1 j i la I ., S4-32 S4-3.2 S4-3. _ / ,....,-. . / -,----- ... •, _,.._ ,--\-;', Qi•'-e- 1) 1 i, 1 - _- --.-- -4-,''''m'Iji."1""li'li.:3 l'''35 • - __=-_, - - - - - .. '. -.'0.--- / MILLER I ! , ii, 2x12 AT.. .. i : ,s• " w"}:- -•ff / , CONSULTING , 2x12 FRT LEDGER W/(3)-4j 1 Illh II 1 2x12 FRT LEDGER W/(3) --, - .,.. _, / ,..,0-..,,.., - ...-„,..3., r, .-.,=._ -,_,-,_...- -...,..-_,-..,-.„ -,--_-„..- ..: SDS25500 SCREWS AT EA STUD i 14- r : ; SDS25500 SCREWS AT EA STUD ENGINEERS , I < 01 -- 3 -.1 li a 'i- : tb . .-,,,-, _ - 0-• __ -.-- . ••\N----LANDING JOISTS 4p_ 1 0 ; ti* , .,_ • . ... • C) : ••„ N.--------LANDING JOISTS " PER PLAN 9570 SW BARBUR BLVD. (.q•' N'<13 11 1 S4-3. Illst. 1-b' ,,-_-= -•:-,....-:. ';.." .- --• , • PER PLAN / .= SUITE ONE HUNDRED 6 77,-- til ... :, FRT LEDGIIII s41\ 4x12 ,_,:_ti) •v711 tv;i;if - 3 --(LSSU210- liV. PER PLAN T 503.246.1250 s46.3.1 S4-3.2 • i! U 11 I I I I. L EL. 1431-11 5/8" WALL ASSEMBLY ER ._ PORTLAND, OR 97219 WALL ASSEMBLY PER ARCH 'II n I o ri / ,; d 0 1 PER ARCH .; . / 3: 1 'i • 1 ., I !- 1 miz r\-----LSSU21( will m I ' .3 0 !ii I ;:a / , 3 ill I 2x12 NOTCHED STRINGER W/2x6--a---ift Y \ i ! 1 ;, 2x12 NOTCHED STRINGER W/2x6 SECTION AT LEDGER SECTION AT LANDING STRONGBACK LAMINATED W/ Id I ------- . \ V __.--------- ifi STRONGBACK LAMINATED W/ F--'---- - ---i SDS25300 SCREWS AT 16"OC I ----„ li SDS25300 SCREWS AT 16"OC il 1 I' -Nib, S4-3.2 I 1 1/2"= 1-0" S4-3.2 I 1 1/2"=1-0" '' -Oh. . 2x12 NOTCHED STRINGER W/(2)-4L1 !I 2x12 NOTCHED STRINGER W/(2) '4116, - SDS25500 SCREWS AT EA STUD la ,,,,---1--4--SDS25500 SCREVVS AT EA STUD -4116,.. - -44 hil, 6 ___-----COLUMN PER PLAN ii : . 'NIS. ------..- ______„__ co „.._. „ ,..,..___2x12 NOTCHED 0 iI i i 4 1.111.11.1 fil i , STRINGER -'ri I FOURTH FLOORsh. it , z 1 3! ' t I i L. . 1331-3 3/4" `al' 1 I i L Li j I I I i I EL FLOOR g ll Z C / 1 b*co ., fit,G ,i I €6- t*-i-itx glik III [1.-1 ti I I l' 1%,,,C4 .tu WI CA Irli,‘tcovkc÷(5. \\A\ :k>°4>, 50. 147 .. 6,÷ : \($`4•4 *>, III •iF, cj fr, ______,, • / / , , / / . ., ... , ... , / ,,, • ..1. STOREFRONT--,......„.4N\ MATCH' SIZE OF M Iii -a4 I - 111.'• q 416- DESIGNED BY a-r>.______„-------- COL BELOW ,_ , . , : Li1 Nair' livr, ,7....,'' 1 0 : (s : ! t 16, OTHERS ii ' TYP A 4x12 ' ' 3 -,-.---- • • ! ; 'w."1.1,, •BEAM PER PLAN IIIIIIII. 0 ,,- 0 7 6 ' ' , ; -1111.10,„, STUD FRAMING--....,....... - ,,,...........„..„.„......„..............„....--- ....? t 1 IT Plai Fl."4 e CL \LSSU210\\..... „ 'NU. BEYOND 1 )\ INTERIOR STAIR SHAFT STUD WALL: It S4-3.1 D S4-3.1 ___--- SOLID BLKG . 3 LSSU210-2 1 ; : INTERIOR STAR SHAFT STUD WALL: '414 ll\.. i A LEVEL 2-3:(2)2x4 AT 16°OC if 3 ' : LEVEL 2-3:(2)2x4 AT 16"OC ' '411 hi. 110 Ce LEVEL 3-4:2x4 AT 16"OC---4---4, (') : I LEVEL 3-4:2x4 AT 16"OC -"Rh, fa C.) CnEN-leN LEVEL 4-5:2x4 AT 16"OC li ' 2x12 AT 1 LEVEL 4-5:2,x4AT 16"OC • -- THIRD FLOOR oh I „ci. , , „ 16"OC 1 _4 li .1 I I I I I EL. 122'-7 7/8" `.0 --•• - I Lio) Ivi Iii .. -i ; 1. I LANDING JOISTS _ 3; - i--! ., I PER PLAN ..,-- - - ---.- ia--4 P CI- clp ‹1 COLUMN PER PLAN !; I i ,,, . , ._. S4-3.1 I,I - / IMP , I _------------'- 0 . r- '<:•/ 1 KING STUD BOTH I ; ‘' SIDES OF COL - ; ' ; ----DU212 < I- TYP p - i i, - - - -I 1 ,iii11131: r s,.4L.„2318 WOOD STRINGERS __I _ (E '2 - r Lfili t , .., ...,- 3 3_; ____ : , - - - - [ '41 hill' PERPLAN"47111\.. _ 1--- '4 P•14 Cf) 1 - lii qi L 11 ' 'II i SECTION AT LANDING BEAM-COLUMN ELEVATION ,,. ---...*... qar ----- .p... i _ S4-3.2 I 1 1/2"=1-0" S4-3.2 I 3/4"=1-0" - - 8 , , 1 SECOND FLO011s. I• 3 ( I i . c) , ; S4-3.1 _ it-- EL. 112.-0" 141C C:) 3 , 3 ,. ;3 C1 1 i (111119 00 3 .-'‘ -7- ± , MEIN STEEL STAIRS _-.- DESIGNED BY 1111.111111 1- - - OTHERS • BUILDING B STAIR PLAN S4-3.2 I 1/2"= 1-0" I 10 '4C„ •f , ,. '7, '4116. -411116. - .., . :i. ..".:4416... .44&41,4111 - . FIRST FLOOR 1.0) EL. 100-0" ... --,-,- . . 2 SECTION AT BUILDING B STAIR S4-3.2 I 1/4"=V-0" s.,gUCTUii,4 t,D PROp . •\-' Sa, co Gitsi / %•. ick 4'. 0 to C.1 (0 cr 654•1PE _r-- 7.. ORE IN "Iv .°4 E. 29 '. cP) , \ 'EXPIRES: •12-31 -2018 11, No. Date Issue 81 2 09.28.17 FULL PERMIT SET 31 is 2 I' . . . e i 07. 1 Project Architect I § 0 E Project Designer 4 e 1 Date 6.27.2017 6 et' c.1 Job Number 161194 G Drawn By EA a, • Checked By - ARL t.-- Title 0 (NI STAIR FRAMING DETAILS I- 1 Sheet Number (.9 ›- . a. . _ S4-3.2 0 0 c.: r MILD REINF TO BE DIST LEGEND MILD REINF TO BE DIST 0 WITHIN THIS AREA W=COLUMN WIDTH • WITHIN THIS AREA -I< H=SLAB THICKNESS It; irt), ,9",% s M 1.5H W a 1.5H W 1.5H �,w MIN OF(2)TENDONS AT ',• ' - DIST TENDONS DISTcc _SLAB EDGE, K E P H A R T co PER PLAN TENDONS PARALLEL c PER PLAN TO DIST TENDONS community planning ' BANDED TENDONS- ONLY architecture TOP LOWER REINF 2555 WALNUT STREET PER PLAN,GROUP DENVER,COLORADO 80205 = _ -- \ COL BELOW _ PER PLAN I (5)TENDONS MAX _ �. Ilii, www.kephart.cn (� JI --= 1 _- - � . TOP UPPER REINF , r -BANDED TENDONS ' PER PLAN PER PLAN,GROUP ~ ,1#; I / . 11111111_ �, x "- • (5)TENDONS MAX F.. STAGGER I ILII / i u? c •-•,--__ - _ _■ A o = _ _ _ = _ = = ¢ T' !R■ �II I COLUMN BELOW W tu I --IIti-- III o w -..-- .. '� PER PLAN CO < TOP LOWER w < �_ � Q I i 1111 , ,,,�'REINF PER PLAN m ¢ -• '" ur x = = = = = = = Q = _ lit - u. w = - - -. Ill I TOP UPPER REINF _ 11 MILLER ra 3 = _ --W-- J '��PER PLAN CONSULTING kl � - - ENGINEERS „„, _ 3"OC FOR VERT _ -R�ilt,;�_ � ANCHORS AND 6"OC 9570 SW BARBUR BLVD. �� 1�1 _ L.!! 111. �_ y ��IND � FOR HORIZ ANCHORS 5r,\ __ St.iITE ONE HUNDRED _ _ _ _ - : 11 �� __..� -II c PORTLAND, OR 97219 ti I 6(MIN) -SSLAB EDGE VARIES • T 503.246.1250 LEGEND W=COLUMN WIDTH H=SLAB THICKNESS " 3 NOTES: • 1. MINIMUM OF(2)TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS, UNO. NOTES. 2. FOR ADDITIONAL REINFORCING SEE TYPICAL POST-TENSIONED ANCHORAGE DETAILS. 1. MINIMUM OF(2)TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS IN BOTH DIRECTIONS,UNO. 2. FOR ADDITIONAL REINFORCING SEE TYPICAL POST-TENSIONED ANCHORAGE DETAILS. REINFORCING AT INTERIOR COLUMN REINFORCING AT EXTERIOR COLUMN S5-1.7 1 1/2"=1'-0" S5-1.7 I 1/2"=1'-0" . C/III) 11.11.111 P4 • Z 0 ui �T� • NOTES: NOTES: �+y 1. ALTERNATE TENDON AND REINFORCING GROUPS. GRID 1. ALTERNATE TENDON AND REINFORCING GROUPS. GRID ZI ' 4 2. FOR QUANTITY AND LENGTH OF REINFORCING,REFERENCE2 .•PLAN. 2. FOR QUANTITY AND LENGTH OF REINFORCING, REFERENCE 3. FOR REINFORCING STAGGER,REFERENCE TYPICAL PLANS. + BANDED TENDONS PER PLAN. ' BANDED TENDONS PER PLAN. . 4. MINIMUM OF(2)TENDONS SHALL BE PLACED DIRECTLY OVER I PLAN.GROUP(5)TENDONS 3. FOR REINFORCING STAGGER,REFERENCE TYPICAL PLANS. 1 GROUP(5)TENDONS MAX. IllaIIIII. COLUMNS IN BOTH DIRECTIONS,ONO. MAX. 4. MINIMUM OF(2)TENDONS SHALL BE PLACED DIRECTLY OVER ^ F..1 COLUMNS IN BOTH DIRECTIONSONO UNIFORMLY DIST , . UNIFORMLY DIST I-=4 O TENDONS PER PLAN TENDONS PER PLAN ,� O 'a:i k�y,�rr - - :far�<gr::::"rn �:�?/,n;-<:\�:? {i - -a:�:=nth 2"CLR <'3:.>, ar. :rr. ::kr.'�( MIN TYP> - 2a. tY : �.>�; �i='',^M, : k:::>::::>Hr>t> ::::r.:,;:r.:<;k MIN,TYP.:. TO UPPER �,., ..r<:�::t<T> TOP UPPER0 i r- �a;;Y: W �:� �,.T:rr U yy k. V - :.1"? :53'x. LL >r:: a ;yeti�a>:r::r. :: REINF PER PLAN V4 S,Y.. .:.tk,: REINF PER PLAN a`3 W -- e� �.;':n:.::..,/r� a7#.�I'1r.7 ,J..21`,:v..: i�l,:. �.i�:L:. < L.,) T/SLAB ::.r:.r. O .` ,ntti: .::.6a£�p,',,'. z:'<:.rr2',: :.�i .>:.,<. `:.. -,i, .fsr'�,:s,3a, V %ate"'% :.+'3k .. .:r.",. ,.F:�"'. PER PLAN .:<��; ,3 >�:.r....r�' F---I PER PLAN >:�.::;><:f:::<:"3:::.,.::::<.53>...:::::::::::�......:: ;c<i � _.._._lHi.. ..... r ..... -.. J- ..._ -. .. . ..... ._.. ..>.. ...:.>.. .... ..-....,,r.a ......_ - "`::<rz>:: r._<.:3:r<e::::a»2r:v^'.:r_�Y>-^,:><>53 n J 3 ....::3 : I uuu u " Clio Cf) .t . .... /7 .r.'YSy i i «, � ,.!. .:.a.J .,. ., t: " . ...., ::, , r .. . ... ,. ._,♦ .... :.:A :'fi .<: ... ..t. ,.. Y .. ..,x, .:.:e� - � �`� � -.. . ,.- .. .. .... ..,., .,Yrr .J><>,.t ,., .+C.a sa,�^; '"e..>.x/^' . -... . ,.... .. .... _.... ..t.......:. : i. ..... ,.:S. / ate. J. ':rs c .. .n ... : :f r .. ...,,.kC ...,. D+'tv":.. ........ ....n. .. .,.... .,. .v<.:5k,,.,:'s w,7 .`%..r!6-" :h::.:f:ty::,r.. r:.:h...,c > 2r./r`::} JY. :. .. ,... .. .... ..n.... .... ... .. N .. .... ......, _ ... ..... w : .:. ✓.Y•+, .>,y75c.:5:: ywF`t:Y. _ :,,�{,... ...- -.... ... rl ...... .. --...,a.,......_.._..... .....lvv....... .. :... .. -,r. ,....., x{. :l.. «-/r :2.tt/,y.r,"rJTY ,J`n .> } -.. ..+ ...-.- ,...,, ,.t..n ...... f ......:.. .............,.,. .-..v........ ... ....a....- . . >, .J-., l.P%.i::i::::.: :.S iv).-.! :5...: r�:��:':'<.w ...+r n .. : ... ... .,...>,r, ..a.. r .... .. ...v ,�. .,. 6 ........>lr......:,.... ,.{'>Y t2r .>kr�,:r:<c^n.. .Si >?�,t,--�<tL%Y".`ii'`;:«".:.k�,:,-<.,�f�•.i;+"kv.:,.:u"n.,.:...,n_+.�t.S':��:.}{,::>,.: v � ,.a r ,.... v .t ,. .... ... _. ,..,.. ,. ,/. :..X -, .. .H.?F:. .., 1.. Y{..,v ,.`f"..N • 's�' S5Sll5,, ,5::.:/H hI.<)a,:, }:? . .,$ .... ,....<. ..r ..,.,. < .. ,....{ ........ .".tom. -. , ...� :':Y. .n ,.,.f!>::. r.::''Y.t�i py .+'rl:t�J.,Yt.. .-C.,..<I.:a :.�:.. . . : v: 'Y .... ......... .. ... .. ., ... ....vY+ ....5. -. Aoow ...."......,.,..::::::: .:{G,..> =,?<,r .K. ::4�,-:+.v ,:L>,.-,,:::.::., i::�"+n:"�:: 3,.,.,.._.Z 4 .... r..,_..,. ........ b ...,,:._.. ..._.__..., ."_._ .,_.__. .. ..n...".� r)+r .Y::'}'. ..G :e N:. .l ,3.9.. - ,-".. ..,>.-, r..__. .._,.. "..:5�, ._..._ .._..._.. ....-...,,<._..n ,r. .....-.....r, 4 ,m. .s -�... :.n. ',.t._t,R �:::.: ,�::3vf;*..,:- ,. J .x.�. <>Y, .. .l ,_., :....__,...., ..... ..,.., ,,..,.. .. .:_... .:........_. '3-,._,.:. .... ,.3,,.,.. .,>a,> �%:Y>:-c:,Eo,,:-:>!J:ksi"`%=:£:f�fi,;;:}i::33<'�r<�,%:'"v_t:<a3::::i:r>;';r!r<.,:c:-:..?�.., - x ....n. .. ----� ,. _.,, .�'e>...r_,:Y, ..,__ ... ............ ._.. ..._._.t. . w<...,...,. . .,..r_.., .,.v. - � .:a, -r:. .<:�.`. t-w=�> „f:.r"�3T�_� ..} Y.. ..�.... .,.. .. ......... ....>.: ,+-::r...:r .,. ..:.T.r...,,:::.:...Y.:r:::„::,--,...... ....;<:�.r:.r...:::'-.,.:...<>. - - - - a:..< .:Cr.. ..; ri± < Z ° ... .,,.,-.... s-..._. :...._>:�.r.,._f,: :. ......_�. ,....__. .... .. ..... ..".,-. ........_,. . ......:. - .,J.':...5-.Yrr:::>r:r:?x.:'.,�a:xn>:a>:r.>, _ _ _ .V : ..r. .n .,,. .. ... ,. ..,. ..." ,..v,. , + .--3 ---_ r. .... €a ..._. - �°4�.�: "hi�:-- . - ...csY::..n:.x•=xi.<:t:" .,:,... :,.,, ...'Y o..._f ----:., 3 _.-----.a ...__.. .. .:.. ......----. ,-�. /. - ",.<ny-3»:::•<;,,:.3_'S<- „Z:.:<:. 3-r;3.THt>. _,g.::�5<:-`--:::v>'Tnz.:5firi4-.4 y:-. C.) .... ..,.. : a ........: :,.�. ...... a r. ..r.... ........... ...-.a..t.`."._..,.... i T:c. J>" f - TS:�':3:::: -..f. :n5:.<:.::"uYy`:rrc:m....,:... a. .. : .+ .-._.:. ...... .r. ...-.4 v:_..,., �..". .. .. ........... ..... ....,.....>:.....,..:..w,. .v... ... �t t: .a✓`. .,1.. ..Q. -_-- -a;`f.-``>'«:.c3:::-:;i.',=`�i>`::.: -'=J:.:.x3�:::.u4yr<r"tir.�r�Y " . 0Y Y .. :.r. .....n-. ..+J .,.... , ..I ,... n....,... :..w.... ... !::.,r.._. - .X". .3fF=.c..r::'>ir'<:r.'r•"::,:..n.:yyy.<.:r::::.:. _ _ ..,.a .. .. ,>y.._..,tr� .,..., ._,... .,.,„.J _, .. .._ ...3. .......... ..._,.". >Y.. 2 /< - .rrus<<2;tf>2::::>f.__,., -.,,1... '4.- _ __ ..:SaJ.J,,.-. .. :3<.. .H{� .. J :�.<r ..: � ..a... . . ..._. .... ., .#-..:. .........k _ ... .,.,, .... ..✓., ..i>< - 5..6:^g:::::-»4',, - r?cern.,:: - :»::�"a::x::r:..":rrr°rq%_:r:>h_rs+:<o::;.:::� . .,. 1 ,.n 1 .. H.,... ., .+S,k'.'. ,.... .. ./. ...t:. /:,,5:<-r>:.:t rYa-':+:tr<.._' , - - ,...rr rµ :. ..... ...... Ln3.+.....n. 4 ..a.l .... .., ,. ....>,:. .....,. .......a .y,;. � t-;::13.,.,.":J:.;':.'-i::-r.."v"�%::i;::3:+:;:'_:.::;t yF>:'X:':::it.:x.r?+::.h'.r:":re�..:?rt.tk`.:'-'a.,vr - np�__ `s?r .Vii.«<:->::.:. �J._..x'si ...-... v:.:.:...v. "'a ,.y.......J .,..t ..,.. v...., , ,,.. ,. .,..f.. ..,. .. ...l. :...,. .......... ....r ,,,.>^....a+„ n/ ./{. _ ...£.:<.-r:.::a.F.o:::-t•'..:i:�'1:.<rc.�<:. , rr•< � + .. �>,.. ..:. : � ... ^'a....... .... i..X" _ ri ..:.............. ..... .,,. J.s .5 5.".. ..>:t6th::....,i::-:>:Y..<:t<t..4r_.....-.:..:i-.?t'n:.ji:ti::.5i:.,'i.Yr>rr:-:-.::..,,.:�:.:-."" .:.J, .. ... ..... ......:. .. i :. u ,. ....... .,..,,, ., + :r.>,:t .::vk ^^`}'}'Iii:"v,.v-53;.2"<- °`F's"[-`n:a., ..{... ..{....:.v:.:..9� v.F ,- .�x ,., ... ..... :f. ,,.....><r C. .. .,:.,r. ... ...,... ...... .. ,. ....... ! .,.. . .. .,l :b._... ".Z 'Y n:r.:t:::rn,a:.,,-£:.ur. - r,7`!f>:3:.:3:3s" __ -,.2Y.n:3.zr. _ � ,,.: ..,. .. .t,...... .kl, ..... .,,.,. .,, ... 1.,. .,..._ .... _ .t`...,t: a. ..... . ....... � .ad:r';r::'.;r::: 2>�;'ia,->.tksa>:::<er.<'.<�9::,.z .r•,?she%!!x3yr'. v , r r. ...c..: . ..- ,. .. , ,l x v .. .. r ,,,,,v,-.r.. ...... l.. .,35: "::.H. rO,f .:r.Y...vv:nrl:.:::/: _ 1.L .. ,r,/.. .,. ......n .,."....{..r. ..�.,..Y ... .. ....r .. ..,a?,«......n.$..,. ,a.-:1.v ......,.>., < .0 a1.,.2..✓./r./ v,..S`'.'�' :: .. .l,a-. >.� :JM. �ti(� -_ nv`':::.:.:.:::..x;,..,.'.:::iiff:",..i�.. , ... ....<..-« .......£...r ........ .. ... `s\ ,:. IIl„ ,..... .. . .-. . .. .{ .x..r: 3` !, .r". .:r-. ..a.., ;i,a:, mac. <.<:::> .. ,. ...,.....:,....,.., ....X. ........ ..,n...... .... ... ... I .... ..... ..... .. r.31+'��.-'�::-;;'r'F`2+2`�'":`-� b:\ :tai.. �. /.. .... ....... �.......,... .>. .".. .?"<..f..S. .... ..Za..n.,..,... ,....,...,. .....-. .:16 ..1!. ...y. .:+..... - :.::f-.v..t ?....: :t�n:`�.,.::f",.:..' .F,>." " .f .. Jt .. .... , .. .........r.r. .... ... .... ... .. .. a.......... ......-. .,::: ., ,...,.. ..,.'r1.5+:,... :'!j:::iT::./l::'; ...v:r.».. . ........ ..... ...!,.., ,.,,..:...:... .. ....,,. ... ...:2... ... ..., v'S'Gr::a :yrd<.r''::.::::i:.r:>:3:.:S1-'!:.<.t<:'.;.:,� .. .., ... f ..., a..a. -.. ,.?X .v,...M......., t..... ...rn. „ .. .v`t. ... >'ll:,.J.'n...'a'. � by r<,,...o-m...�.'.^.;iN``a<' +t5: .kn .f,<... ... i.:.. ..fin. .. n....... +[.,.; .::,..r:X;:w:<-fir::.r:�aY.�.,.::,.:�':>3:3;'. /.., ":}..::.:?::.::,fir .. ....... ,{.....- r.........:.. .....YF3 ,.i.,..«,. ..... ... ... -......t.......a.. ........ ,.a..w_..,. '`<.a.N. ,:.rl:.a. ,.3 }}.aM...,.... a ,. 3'f' .... .. .. ........ ......_.,: :I. .... .. ._ .. .,:... .,.,r. .. ..,�..a,< .3: 0.4.3 ..Yt.>:3 s:4c,: . ... .... .. �.....5... ....... .... ... �. ......5.,.. .,,,.. .... .. .... .. ..... ,S.3Y....... ::.. .... ,5... .`v r$:=.J:y :.a�,. ..'>a..:. .<?�,.,.,:h.-rv. S''<\h -::'kkv.'>'�}}t"T:%.:ip:` tC. <. Y .. .. ... .: c.. ...... r....r..... .. ,... .... ....:....1 ,.......... t/. n ><Y?f`' -i:3r>t .. sy.- .. .....:.... ..........+ ,n.::, .x...t .. .. ..r. .... .,-.....,....,., ... 5 .) } .r:.>?. £;H.'3r.::.:,:..X:ti<i�:�.r<>.,. :. ..,.., y :........ .....i. .. .v^...,... .. .,n.r:. .,,.. ,...... ..-..:,...........v.,......... ::s....". r>0.v ...SI..a £ ,3... w ,...Y..:::<.i-.I..:Sid::$ .✓.f'-v'.: C<;-�n:> ,<:$,.>.: �::::9Y:':�::::f::.':i�"?:::aa"nc:::.::.; 1/F ... Y4 .. , ...�., ..r.� s,.. .... a.,...... ... :,.. ., .. ... ...... :YQ+:., !Y`.3::�:-"La:i:.Svs^".i�.:".:i. :.Y,.>a:r:::::tr' v ,n n ...::... ,..::. : s: .,.:sw::.:r .,. nv a ..... .>.:::;:.Y+ nX.r.:.3k'a' . ....3,. ...iu. ......... .....?.". ,......,f .',� .". .. ... ...... ... .. .:. .. +t ... ...3 :f�.:, v:�:,:... �; .\:;i::S.�t :;:.�a;I`.<r;:"":`:y:-.a::.:u: {i=1." 5^ .. .. .n. " ...1.. ,..x r. ,.a..... .......-.-. .. .a ....,..,.,,.,. .. t ..... ...,., .t....... ...2✓ G.: .E:,.(Y.::2a::'y'. .,w ..... : `'. ..,.. ..... ..... l.. ..r......". .>. .. ... 5. .n,.,.. ,.'+..aa.fi .£, - `-,H.x.Y:t::v;:..r!:r a5./.,. `�::.r:.:':'. f .vS;,.' i t.fi.,.:,: x \ t ... :.:.. .:. .. .......r,. ....,..... r7'..:,....ra r. ,... ,. .. .. ,.., v .. ,,.5 .>�i ...,....r..k'r....... .,.,fia >.,Mvp.:.:::..,r:n�.�t,,/.,, t3 .. 5. >.. n,.... .. ...„ .....,.. ,.,..,.. ,._.."... ,...... .. r. ......:,r.r... ..... ,y� £P.. St. •far:... d ,n;'v3un: `:;iA%b,;:�5=:.'`k::L';,.' r+ti>t 0.. :. .S : 1. .. .. ,,.. u +............. .......... .... .. .:...<.." 'Y.... ..... ..:: f,. r.{.. ,.,{y+ .:^, ,%:":i::::3:': .r.�.:.:.. v:K:a>x>..,:> '.A... .w , .,. F'k... .r.,, .. a .,... .:....... .... ......... ... ,....a ... .. .,, .. .,. ,•:}, w../r:.i5.�%...-:. '3?}:.I:,$_::i`a`'�,. ..,...:rr;!.nn a..,.v.:r...,....> ..:::::... ..,c:.::...:..,�:.......:."r:..::..nn<..:..:::..i.:,..: .iv..nJ.:>.:..n:,..:.:.ni:a.�§;,'r' ,:.. : ... .. ..a .S^ 'h.. .. ..:. .:� i.....t-a :....E........ .,.�.......... .. r..R�:::.r. .:. , ...... ... ,a ... r."3: ................. .,............. .n..........,....... :.:.. .,-...-J.... I ---I -III ........ >.:. :. -- I IIII 1111111 2:.n\r.r.. .....a.,. .. .....:.......}+. ::...,.::."..,--IIIIIIIIIIII II IIII .." \ �" .....tt...,..a:.:., .._...,..x..,....-..,/rte.,.-. .<.,..... ......__......... ...... ... . . . ... ... _. �.,.. , ... ...� .. ... lr!I,l .-..........:......-_._.....,.a._-.-......... _ _ �::..- _ - rr•a.�in�i..•��.iii�rn� - X....9:>, .v< �/. :Y x.<}};,}.f,.v-anti-,<:vyk'tJ. ,��.yy�I - L/ �:....... ,.a::.r.,-•.v+r:>A.,.:v.:::.::. `. �:!<�::.:. :k;- -.>:c-:w?o4 V:,"::.r_:Yi :Y:Y,.H` -:£ uhrV... '<!v )f .::.a::.rr3:,.:5,t,:.;,.r:<h?E,>:fiaw„' 1'::,..rr:Y4 4 O I 3t:. ;,Yy,.p?.<:^':i.J-- fir:.:�-'3:it5vT2?.Y` _ �/ ::....::..a.s:R' .tai:-.�.: r :n'gtr<`:<'.7J�= nJC N N 4�{ .X4 .<�.. - . . LL LL vi'Yd..4: "r..`a1;c.'kt.: ti:iw3.:.x 1.1.i _i Z 1.1. '::Fk.y 't::...3?3."1s. ):r`„'',`.fC," :':t<> CHAIRBY OTHERS ` CHAIR BY OTHERS a�a; <:/3nS' :< . TH RS r �' ,y/ v:g,.n - h IL 0 COW g1.4 C400 O r=�' .h:3 _ �f3. _ w .-. .,...,X.a._.sA',.:., .-.nta .':.:xfF%.kL.. ...-r.. .a:...:na'.,-.... `�� :� ::::.: ..a,::.,,: ..r:z,.:.J_:l.,r:. :. s � .>,.5:,.w:..aaf.,..�a-,..3 {� a ` «.+�.,<a.::.rr:.r,�>;<-ta::..r.,:a'�a.>:J,.._:xr.,t,.,. ._, w Ax;:>:�,.r.�..:::�<<.k:;ttr:r.kr<hkz;��,:::r< ;.r3< •a• :� SUPPORT REINF BY OTHERS g xtik:.;,:::;3.:-;>:k,;::.r«:�:<;<:>.,`�:;�-,H<>.>n. SUPPORT REINF BY OTHERS > f , { <}n >�lco 0 C:1 Cip ©, TOP LOWER REINF PER PLAN f; TOP LOWER REINF PER PLAN „c., - F- O 1- <_;:�:u><:_:-::".»`:,� . .. ->::<.: :,:.: <:,: Z • .::,fi..,..:.. IT, BOT REINF PER PLAN(AS OCCURS) © BOT REINF PER PLAN(AS OCCURS) W O • U « 0 COLPLAN 14( C*I E)) N COL PER PLAN " PER LA r 0 OD SECTION THROUGH BANDED TENDONS AT SUPPORT SECTION THROUGH DISTRIBUTED TENDONS AT SUPPORT 'IIMI' S5-1.7 1 3/4"=V-0" 55-1.7 1 3/4"=1'-0" 9, i I I I I I I I I I I I I BEAM OR I Z 1 BEAM OR 1 I TENDONS I a. BANDED E? I TENDONS I 'Iv _, I I ,''`\ i I I 1 I // `\ I 1 I I I ./ \. I I I I / / \\ I I I I / \ I I I I /" „‘ I I I 7. I I I 11/ SQ v, ` I _ iI ( Ii,� � vI I Il • 10"SLAB:#4 AT 12"OC TOP BARS ' 14"SLAB:#5 AT 12"OC TOP BARS• 5q RUC T UR'1 ��0EO PRO GRID SLAB EDGE GRID • <�,G 1 Nfi4" /0 654 t 1 PE r- TYPICAL ADDED TEMPERATURE REINF �� GORE SN ,� 55-1.7 1 3/8"=1'-0" O4 2 29 s �\C� RYAN EXPIRES: 12-31 -2018 1 ,3 21_ No. Date Issue `g - 2 09.28.17 FULL PERMIT SET - i m g g co • g Project Architect - £ ii Project Designer a m Date 6.27.2017 4I e-iN Job• Number 161194 li Drawn By EA a Checked By ARL Title r Q TYPICAL POST-TENSION N DETAILS I- Sheet Number E } S5-1 .7 � c UC , PT SLAB - 1 1/2"EW ) IPOINIVIgialing-42mgaMovanga NOTES: 13!:" .::i:,,:„!;;I!'01,0e4g••••••11111Ra 1. FOR LAP LENGTHS,SEE REINFORCING LAP SPLICE&DEVELOPMENT -- 811401,11140,110§0,1, LENGTH SCHEDULE FOR CMU. ..;:-!f•',:4€1001,00NOMEIRelli• 2. FOR WALL REINFORCING,SEE ELEVATIONS,SECTIONS AND DETAILS. Aft ,-i-':it---411,14,114111,11165.10fift CORNER REINF 3CORNER REINFORCING AT FOOTINGS&STEMWALLS TO MATCH KEPHART vsN,,,g1.4:. ,,,Q::teiagt.,...N,,,i,. OWN a-Ft:MOM MiV,:'ffig,M-Oadiplc.K1,1 he woliwii tZiguntRiffein;; '''il•W*44'II SIZE TO MATCH FOOTING&STEMWALL HORIZ.REINFORCING. . community planning HORIZ.REINF . . S6-1. UtP SPLICE STD HOOK,TifID. architecture .. (2)#4 AT TNVALL ,,__. 1 . - ' 2555 WALNUT STR.EET TNVALL .--- ,,,/ I-% • • / , DENVER,03LORADO 80205 7 7:;;'.i.-. / / I / EMBED PL 3/8x10x1'-4"W/(4)3/4" / www.kephart.com ,.„ K / / / DIA x 5"HSA SPACED AT 41-0"OC / / / / 7 / / / / /II/ / / 4 / / / / / /i(/ / /// / / / / ./_z_ /w.., ..:- i.-. / AT 48"OC VERT AT / / / / ALONG WALL. ////:7.1. .0 . i I 7 / 7 „,,. .., 1 ,, / , i•-•.: / -. ' i ' ,'i=• \/ // I ' , ii . / / ± ...,.....,. • / / / ' ,/, /':. :::. ,. • Ki., ..1___ ..v L 3x3x1/4x0'-8"LONG / / / / e -'- / CMU WALL / / EA.SIDE OF WALL /- 11-------PER PLAN p . 72nj:i., f:'.;C/ %"------ 7 ON AT EA.EMBED,TYP .. - ,/////,;//// .1 ' / / / //, // / / /7-, , /-/ API / / /::4;,",:•!,. i:-,/' / ------ CONCRETE MASONRY WALL 11,1 III 1 INTERIOR CONDITION Fr - / 7 7 /- i; ci: • . . . TYP WHERE S6-1-1 c, / ..-:,.:',;:',. ,-:•_, / 141111k CMU ABUTS (2)#4 HORIZ.AT 7., / / -1 EMBED PL 3/8 x 01-10"W/(4) 1 1/2"TYP / STANDARD HOOK / (an' F Z / . . . VERTICAL ,: ..;...:-;:.?..1/ CONC 6 / N / 48"OC MAX.UNO 3/4"DIA x 5"HSA SPACED AT , 4'-0"OC ALONG WALL I 1 : CORNER REINF TO---- 77......_ p -J W -J / A:):: ':.11,1:::./ ' ''' - MILLER //,_ •\,_ / pREERINpF0uoiRCING 3 OPENING <> 6" I ;WWOR:.ER. :::lY:i. FF1.1: 11;ABLAN i ./.7 , z_ .7///: MATCH HORIZ WALL Typ S6-1.1 1....r._ - I . 12" c- 4.iNgwowmumusw / / REINF / / / / /';4 %;-'''-::' /- ----- . DOWELS MAY BE (2)#4 IN BOND - -- "ftom1-404%2PW: ----,--- • ,..,. / /'..; # ':- -.i,'::'/ CONSULTING . . k-v / ./ / t _,=;'-.‘1 :;:*--. :.:.:(r, /, z f /- i ,.,:.s.- / / BENT UP TO 1 in. (2)#4 VERT MIN---.,_ BEAM AT SILL y-6 r • / r- / LATERALLY PER 6 in. OPENING 0A216200:21 it 85,11,i / CROSS WALL-----"/ ENGINEERS AT CORNERS *- 1 , z / /T. 7 1-.." `'--' /' / -..„4„ — VERTICALLY - 2'-0"MIN.TYP. ,i -4,30-wr 4mk-impat / X- "• ;',;:: ';/- / /--------------- GROUT PER ,-.--„:•1.,1-wkA4 aimow-E,:,,w: / / ' (2)#4 VERT MIN-------4---- I -) NnzattE 7„.„.(2)#4 IN FIRST .4 Winateift a SUSernit I mittbswgim,W :g Mri,:ii,,,,ii'E,im-:::Twini k _WAMOIWOMg lAWNO / / / , ,11 / / / ( / / / PUN 9570 SW BARBUR BLVD. AT OPENING , . COURSE ,,,, , r IE • " - -_____,N ANFAIr / SUITE ONE HUNDRED BNVALL sirmInz=1.—.. - ...,-4. J I 3/16 / • 41 j N\ 0. a. • , / / / 7,--- ' CONCRETE PORTLAND, OR 97219 3/16> / A • FOUNDATION /t:''.':1• 0111:f.-1:*':--2.."'-' b //,..Z _/// Z T 503.246.1250 ADHESIVE DOWELS IN w -4U::::::-.C' CO MiZZ IC:.1"antAINIntegtIRPOtt SIfiJ3 TO MATCH VERT. 2 NOTES: . L3x3x1/4 x V-8"AT EA L L3x3x1/4 x 01-8" :*''''-'4'''°''.'°-"'''"4"--5-0-'":4-%,-wm:'4" vo.",,,I,,,,,;-..0.- . REINF 13 PER w 7 _____AT EA EMBED - -, STRUCT.NOTES .!•• 1. SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS EMBED, INSTALL PRIOR AT CORNERS AT INTERSECTION Ank 2. CONTRACTORS OPTION TO PROVIDE EITHER FULLY GROUTED OR PARTIAL GROUTED CMU,EXCEPT CMU WALLS AT ELEVATOR TO CMU INSTALLATION CMU WALL S6-1.I SHAFT TO BE FULLY GROUTED PER PLAN .TYPICAL CORNER EDGE CONDITION TYP REINF. IN CMU WALL 1 MASONRY WALL - SLAB S6-1.1 I 1"=V-0" REINFORCING AT CMU WALLS S6-1.1 I 1 1/2"=V-0" FOUNDATION DOWEL ALIGNMENT 0 S6-1.1 I 11/2 =V-0" IVII) 7-, , ›..s. 4 ‘, STANDARD 180° HOOK D . • 1 WALL REINF PER 11.1111. mis.....„ / I7/, PLAN(AS g:4 ( 1 / f OCCURS) / THAN 2 1/2 IN.(64 MM) / / 0 4 -- AT LEAST 44,BUT NOT LESS / ,-----1/2"EXP JOINT ,4.----- TOP BARS 8" 41 , ,' PER i (----CMU SHAFT A'-• .z-D .• , SCHEDULE WALL PER PLAN --.. ..- ___,-/ )-- ,/--- - " / #3 STIRRUPS #3 STIRRUP CAPS 1.4 STANDARD 90° HOOK D -, - ' ' ' • ,/ 1%iiiipeLeta AT 6"OC '''''''''''zt," ---___: ipm ..,0 ( 1 M i .tt: ,- .. • -2, -/ let•figralie 7 / — 5.. ? / / / / F--< iifl 3111119.11 Calii ,4, % /-:1-_-',. -i -,V__.--STIRRUPS PER 10,moto / • rwitemenv z / / / / ...--• h < ii IOW* '.-"Zi; at 2W-,•,'-'VOONA:.Ok 11.1.11111 44e 1...--1 I / -I.,:; --, •-,,y SCHEDULE i;10110.024 / / / / / -,-- Si gitglOgi;: i-k-i:>t b / -,'•_E.,' : W/135 DEG.BEND EA- - -,0v,w-tog*, 104-4,wo, •-migx,:- / / / / / // // //*///////// ,,,01,112:1 EMBED PL 3/8 x 0'-10"W/(4) ..... ,..27,i Ant,::§.:1.. PLAN' -.2.:::, ,,A,.ft-z.-,,„„•,•-,,,-. ,4., 3/4"DIA x 5"HSA SPACED AT I 1.s.._.,,,...:: .,....:7w,:i.;:p1-1l...:.,,,,i,.: ..... c. 5(15_ / 1°', t: ,,,/ (ALT.DIRECTION OF 00,m,?:-..wokv,,,,,, a. 90° STIRRUP OR TIE K CONC WALL------- agetera.o.,V$,:-.0%; 4'-0"OC ALONG WALL Eli 4,,,9,•,„,...,.„,,..-.,.-„,,: - ..........-- ,.•,• < Famni 1- - -. -/ EVERY OTHER BAR AS litinft01106 SEALANT PER ARCH 0 . . OR COLUMN 0 Cdr) OM:‘-''0.102. 6" I I 6" K 2 1/2"MIN 1-4, . . „ z- SHOWN) PER PLAN „,,,,,Aistinroo 4 Yt" / • '- / lintaila i -li '`,/ / -. - BOT BARS ____MKEIM 8" 7/1 et. C/D .eumai - - ' /• ,* :k.'- ------- PER SCHEDULE - / me> 3/16 / 4I * '7 40 _ , / - /: 0 0 135° STIRRUP OR TIE 54 // i'/ /, / /----------BOND BEAM BAR SIZE AND TYPE MINIMUM DIAMETER \ CMU LINTEL SCHEDULE PLAN L3x3x1/4 x(Y-8"AT EA / / / 7-. <1 6db SOLID EMBED, INSTALL PRIOR '/ ./"''N's'--------CMU WALL OF BEND,DA LINTEL BOT TO CMU INSTALLATION, / CI P.( Cn 2 1/2"MIN GROUTED TOP BARS STIRRUPS / PER PLAN SPAN DEPTH'D' BARS TYP / . #3 THROUGH#8 GRADE 60 6 BAR DIAMETERS . I #9,#10,AND#11 GRADE 60 8 BAR DIAMETERS 8'-1"TO 12`-0" 48" (2)#4 NOT REQ'D NOT REQ'D 1 A DOES NOT APPLY TO STIRRUPS OR TIES < 1 TYP. CMU REINF. STEEL BENDS 5 TYPICAL CMU LINTEL S6-1.1 I • 1 1/2"=v-o- TYP CMU-CONC SECTION AT SHAFT S6-1.1 I 11/2"=1'-0" (III9 © • 0. 00 IIIMMI - • • . • • ikUCT lit, S V PROpk, 45' 4) co ht / ; Gi •• ,,Icl• 4`1, %,_ ct• 65441PE .7- .7 SORE •N km' 1, .„-• \" . ''(<1„ , ' RYAN IEXFI - IRES: 12-31 -2018 1 No. Date Issue 81 2 09.28.17 FULL PERMIT SET ,F. . 1 6 $' 3 .41 .. i - i. Project Architect 0 Project Designer 1 e 8 Date 6.27.2017 6 LI:Job Number 161194 . - F--- Drawn By EA cii Checked By ARL N. Title Co- C•1 MASONRY DETAILS I— .... i Sheet Number . 0 Fe a. . S6-1 . 1 . _ ..,. . . . ___.... . _ TABLE 1:SHEAR WALL SCHEDULE (NOTES:1,2,3,4,5,6) -•_ _ __ a b c dQ' 10 d9.10 k m FOR R WALLS OR /MI ASD SHEAR DIAPHRAGMS WITH REQUIRED 3X WALL WALL SHEATHING MATERIAL ON SILL PLATE CONCRETE SOLE PLATE CONCRETE CAPACITY MEMBERS AT ADJOINING , ' PANEL EDGE SOLE PLATE TOJOIST/BLKG TYPE WOOD STUDS NAILING SOLE PLATE NAILING ANCHORING IF 2X ANCHORING IF 3X SILL PLATE TO PLATE (LBS/FT) SHEATHING EDGES K E H A R T PLATE USED PLATE USED A. 15/32"APA RATED SHEATHING SPAN " 5/8"DIA.ANCHOR 5/8"DIA.ANCHORcommunityplanning i0d AT 6 OG 16d AT 8"OC10d AT 6"OC A35 AT 16"OC 310 'b'PANEL EDGE ADJOINING - RATED AT 32/16,EXPOSURE 1 BOLT AT 48"OC(max) BOLT AT 48"OC(max) NAILING,rat PANEL EDGE architecture 2555 OOT A80 DENVER,COLORADO 80205 SHEAR WALL LENGTH 15!32"APA RATED SHEATHING SPAN 10d AT 4"OC 16d AT 5"00 5/8"DIA.ANCHOR 5/8"DIA.ANCHOR 10d AT 4"OC A35 AT 12"OC 460 rt � , `� 1 www.kephart.com (UPPER STORY) T RATED AT 32!16,EXPOSURE 1 BOLT AT 32"OC(max) BOLT AT 42"OC(max) ' 111 ROOF A. 15132"APA RATED SHEATHING SPAN DIA.ANCHOR 5/8"DIA.ANCHOR �. s- 7RATED AT 32116,EXPOSURE 1 (NOTE7) 10d AT 3"OC 16d AT 4"OC BOLT AT 24"OC(max) BOLT AT 32"OC(max) 10d AT 3"OC A35 AT 12"OC 600 - (2)2X MEMBERS W/10d at - A. 15/32"APA RATED SHEATHING SPAN 2" (2)ROWS 16d AT 6"OC 5/8"DIA.ANCHOR 518"DIA.ANCHOR (2)ROWS 10d AT 5" COMMON STAGGERED, SPAC�"'''':;..._ • e', :', RATED AT 32/16,EXPOSURE 1 (NOTE 10d AT OC INTO DBL JOIST/BLKG BOLT AT 16"OC(max) BOLT AT 24"OC(max) STAGGERED)D A35 AT 9"OC 770 -OR- EDGE NAILINGNG TO ,TYP TCH PANEL Typ • •• • • • • • • • • • • • • • • • • • • • Q4• • • • s lea Jr-=i--- --I-r;---- I-I- 7r .___--T1-_ - I EN SEE COLUMN • • • 'b' I 1 -1 I 1- - 'b' GE ADJOINING •I• • , • • $ SHEAR WALL SCHEDULE NOTES: b NAIL NG,DTYP PANEL EDGE MILLER .1.r. --N-1. i CONSULTING STUD OR 3X •(• f• • •S . 0R� 1. ALL SHEATHING EDGES TO BE BLOCKED.FIELD NAIL AT 12"OC j�- POST AT 1 9 2. NAILS SHALL BE LOCATED AT LEAST 3/8"FROM PANEL EDGES.NAILS SHALL BE DRIVEN WITH THE HEAD I v , ( 1 ENGINEERS SHEATHING(SEE •i• • • • • • • • -DBL TOP PLATE OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. I I SCHEDULE) I 3. ALL SHEATHING NAILS TO BE COMMON OR GALVANIZED BOX NAILS UNLESS ALTERNATE APPROVED 9570 SW BARBUR BLVD. EN SEE COLUMN'b' - . • (FULL HEIGHT TO ALL •I. . . . -HEADER BEAM 4. SHEATHING MUST NAIL TO BOTH DOUBLE TOP PLATES. 5. SHEATHING ON SHEAR WALLS SHALL NOT BE INTERRUPTED, INCLUDING BY ANY WALL BUTTING INTO PORTLAND, OR 97219 COMPRESSION POSTS) 3X MEMBER T 503.246.1250 I. PER PIAN• • • • • • • • • SHEAR WALL. .I. • • • . • - • HEADER 6. ALL NEW EXTERIOR WALLS TO BE TYPE A,UNLESS NOTED OTHERWISE. 7. FRAMING AT ADJOINING PANEL EDGES SHALL BE PER DETAIL 4/S7-1.1 SHEATHING JOINT AND SILL COMPRESSION--.., 1 .----------- TRIMMER STUD PLATE NAILING SHALL BE STAGGERED. POST DESIGNED - • . • PER PLAN 8. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 BY HOLDOWN •I. a • • • • a • . EN SEE COLUMN'b' INCHES OC ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MANUFACTURER *I* • - • (FULL HEIGHT TO ALL MEMBERS OR FRAMING SHALL BE 3 IN INCHES NOMINAL OR THICKER AND NAILS ON EACH SIDE COMPRESSION SHALL BE STAGGERED.SHEATHING JOINT AND SILL PLATE NAILING SHALL BE STAGGERED. FIELD NAILING- ,171-,"+" a a • •, POSTS) 9. USE(1)PRESSURE TREATED 2X OR 3X DOUGLAS FIR/LARCH NO.2 FOR SILL PLATE TO CONCRETE. ADJOINING PANEL EDGES COMPRESSION POST •i. • • . . . • • a • DESIGNED BY S7-1.1 ( 1 1/2"= 1'-0" .I. . . . • . . • . . . . HOEDOWN MANUFACTURER 1 •1• • • • • • • • • - WOOD FRAMED SHEAR WALL SCHEDULE _.,_.IST SOLE PLATE �a1 • I • I t • • 1 . •1 " STANDARD NUT a (110 �, S7-1.1 1 12"=1-0 $�WASHER��~ 1 A ( HOLDOWN ROD PER i � I HDS MFR(MAX 1/8" *I•�...c ,) • . 1 1•I , * .I I Lt^}i I 1 TOTAL VERT I I ( 111.1111111 1 �}, ( i \ PL WASHER -'" + '1 MOVEMENT PER •1•I • 1 • 1.1 I 1 • • I I • • • PER SCHEDULE I FLOOR) .u• -F=1-.1-Th i:r I 1 . . I ( * . \.s\ Z 0 •I•I • I • I•I I I . • I 1 1 - -� PL WASHER SCHEDULEII i ' I•I .INIP I• 1.1 J*1L} ._ --1.L- -- •• --11-_._.---J'I' 1 L _ " SILL PL SIZE SIMPSON PL WASHER FLOOR , _ --- -- - - - - U2 MAX FROM) 1 Fri SHTG,TYP yt4 BASS/8-3 4 '�j 2 ' .1T.T . ' r; -- n T ' T a - -1 ' .r F s7-1.2 1 I 1 i I.1 1 1- ri • • . i. W 2x6 BS5/8-6 L.1 TYP . . .%IP a PL 114x3"(W-1")WI DIAL 1111111.1 ~ C a-'1_ * I 1 SHTG ONE OR BOTH I LARGER THAN 2x6 SLOTTED HOLE 11/16"x 1 3/4" STUD OR 3x POST AT - • * u�. ( • a a I. SIDES OF WALL -�� SHEATHING JOINT I 1"1 1 (SEE SCHEDULE) .l. • • • 1.1 • • •I• DBL TOP PLATE ( PT SILL PLATE d(CENTERED ON SILL PLATE)--`.� ( ° (/D •I• I I *i* I 17,---- CONC SLAB PER PLAN EN SEE COLUMN lb'--�*1• . a * 11 . . a I- HEADER BEAM : ►�/� r (FULL HEIGHT TO il • • 1 PER PLAN F-�--4 ALL COMPRESSION "i• ' • 1-,I • • • I' b 4 4 OdlillIl POSTS) • • • • 1 I •(• NOTE_ Q • SEE SHEAR WALL SCHEDULE I. .1. * I I • • •I. AND NOTES FOR FASTENING 17, www.ptanchor.com Z ala • • • ( . . .I• AT SPECIFIC LOCATIONS + • • • L. DIT.CAIFX =Cq. i..,„4„. ii. 13 p..., ci) APA RATED I r---1- 1"i • • ''- EN SEE COLUMN'b' STRUCTURAL PANELS '1' ' • I..l • • I' TABLE 3: DIAPHRAGM SCHEDULE r-t-i ( 1 © •I• • • • 1 1 • • •I• - e e f h l 1 t �,�/ (� • 7 HEADER 1o... .1. . . . I 1 • . . .1. TRIMMER STUD DIAPHRAGM MATERIAL ON 1 h I PER PLAN TYPE WOOD RAFTERS OR NAILING AT DIAPHRAGM NAILING AT OTHER RIMBLKG TO RIM/BLKG TO DBL TOP PL FACE RIM/BLK TO TY P I CAL SILL PLATE A.B. DETAIL o 'I' ' - ' L.I BOUNDARY PANEL EDGES TOP ATE TOP PLATE NAIL PLATE5 'I' JOISTS PLCD COMPRESSION--_'1* • ' • I I CD I ( EN SEE COLUMN'b' SPAN RATED AT 32/16,EXPOSUREI 8d AT 6"OC 8d AT 6"OC RBC AT 21"OC A35 AT 34"OC 16d AT 8"OC A35 AT 34"OC 00 POST DESIGNED • • • I• 0 BY HOLDOWN (FULL HEIGHT TO ALL UNBLOCKED CASE 1 MANUFACTURER 515 • • • ' • a POSTSRESSIQN 1.1 MIN 15/32"APA RATED SHEATHING •I• • . . 1 I . . .I. B SPAN RATED AT 32/16,EXPOSURE1 8d AT 6"OC 8d AT 6"OC RBC AT 19"OC A35 AT 30"OC 16d AT 8"OC A35 AT 30"OC FIELD NAILING-±1-74___ I I BLOCKEDlain . MIN 15/32"APA RATED SHEATHING 1 I 11 1 SPAN RATED AT 32/16,EXPOSUREI 8d AT 4"OC 8d AT 4"OC RBC AT 14"OC A35 AT 23"OC 16d AT 6"OC A35 AT 23"00 .I• a I• I' 1.1 • • •• ••1• COMPRESSION POST BLOCKED •1• I. I• LI • ' '(• DESIGNED BY MIN 23/32"APA RATED SHEATHING .1. i. I. ( i • • a • HOLDOWN (D SPAN RATED AT 32/16,EXPOSUREI 10d AT 6"OC 10d AT 6"OC RBC AT 18"OC A35 AT 29"OC 16d AT 8"OC A35 AT 29"OC EN SEE COLUMN- fl I MANUFACTURER UNBLOCKED 'b' • • • • H ' ' 1' MIN 23/32"APA RATED SHEATHING - I SPAN RATED AT 32/16, EXPOSUREI 10d AT 6"OC lad AT 6"OC RBC AT 16"OC A35 AT 26"OC 16d AT 6"OC A35 AT 26"OC • - :L ,• a:c_ - ' • :1: BLOCKED BLOCKING- ..� i'1 1 •1 I I� ( MIN 23/32"APA RATED SHEATHING �}F SPAN RATED AT 32/16,EXPOSURE1 10d AT 4"OC - 10d AT 6"OC RBC AT 12"OC A35 AT 19"OC 16d AT 6"OC A35 AT 19"OC 'I' • ' '1 1 1 H I' BLOCKED - ---...„\-j-V\---- .1. . 1. .1 1.1 1I . . :1: ak _ 1 I I 1 1 I I I I DIAPHRAGM LAY-UP • AT LOCATIONS WHERE DIAPHRAGM NOTES: PLATE WASHER ANDI •I' I' '( 1 ( H 'I \. . '1' DIAPHRAGM IS SPECIFIED AS 1. WHERE FRAMING MEMBERS ARE SPACED 48"00 FIELD NAILS TO BE 6"OC + .. . "BLOCKED"PROVIDE 2X ANCHOR BOLT PERSOLE PLATE • 1 I U 1AT INTERMEDIATE FRAMING MEMBERS,OTHERWISE FIELD NAILS TO BE .1. . 1 I.I . .1 "'" 1 I 1 1 .I I. BLOCKING AT UNSUPPORTED SPACED AT 12"OC. 5/S7-1.1 , PT SILL PLATE I ( I '" I I I PANEL EDGES 2. ALL NAILS TO BE COMMON NAILS OR HOT DIPPED GALVANIZED BOX NAILS b I ( I ,I I I II UNLESS ALTERNATE APPROVED BY THE ENGINEER OF RECORD. .N. CONC SLAB PER PLAN ,77-2 PT SLAB -*;1 .--1- ;J 11'L..... .-4417.-1-:_.... • ,. -. : 1•447" ._. 41 1=1- 3. NAILS SHALL BE LOCATED AT LEAST 3/8"FROM PANEL EDGES. _ai �I•• +$- - - - ." =. iii :- ; - - . ' . 4 r. • - • •- *• - - =` _ 4. 4. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE r' j - ;+ I I Q. .' , , ' r. .. '_.: ; 1 SURFACE OF THE SHEATHING. �s. I., . _1 .-JI • :.•I' : ' ~ -L _ - ..;- .-.- ,-----:/.7_ "1.,.. :. :. - ••, r ' ' , - _ f• .,,y :.• _ .4•1 may- t• - -• I r Grill*-'• T.1- • .,-,.:_ _ •-• •rw-; . d. . ._ • - . - - • -.. '=:Si '• • a-. -• - - • .. ♦ - - e 6 tii�' SILL PL ANCHOR SILL PLATE �/ OR 57.1 1 BOLTS PER SCHEDULE EN SEE COLUMN'b' SHEAR WALL LENGTH (LOWER STORY) t"i!1 si FtU C T ufti •\ V PROFeS TYPICAL WOOD FRAMED SHEAR WALL ELEVATION WOOD FRAMED DIAPHRAGM SCHEDULE ALTERNATE SILL PLATE AB DETAIL �� w�G""��4.9 '0 S7-1.1 1 3/4"= 1'-0" S7-1.1 1 3/4"=1'-0" S7-1.1 1 1 1/2"=1'-0" cc 654 1 PE '` odgibk • 7r SORE •Nifor �°,jy e 29 `%:\ RYAN L 1. ... .. 1 e 1 _ 1 EXPIRES: 12-31 -2018 I I 1 a 1/ No. Date Issue >1 2 09.28.17 FULL PERMIT SET e c DIAPHRAGM �/► YP b T ! SHTG PER PLAN g OR f AT -44E SLOPED j 7.-- 2x BLKG _ LATERAL TRUSS ABOVE SHEAR WALL 63 % � _ rf DESIGN TRUSS FOR CAPACITY OF SHEAR s - ^�\ �b. *-- =I� - \ h WALL PER 2/S7-1.1 MULTIPLIED BY THE Project Architect 1 / / \ \ _e ` SHEAR WALL LENGTH. o / \ \ Project Designer / \ \ --h b e \ \ I 6.272017 d \ \ • � riir Date � \ \ -- jORm'4as \\\\ ,-ice ;- *' APPLIES ALONG ENTIRE Job Number 161194 7.N N. - \ )(1(- \ WALL LENGTH 'm'APPLIES WHERE SHEAR r \a ROOF FRAMING WALL IS DENOTED Drawn By EA a \ `) PER PLAN , I ' b Checked By ARL _-- ----- H2.5A R Title 0 - \�FLOOR TRUSS AS OCCURS W!TOR h WOOD FRAMED SHEAR N FLANGE HANGER -'"Hr-'- _PER JOIST MANUF WALL SCHEDULE I a-----s,,,,_ Sheet Numbera - >- a. SI- 0 TYPICAL FLOOR - Vi/ALL 8 ROOF TO WALL {TRUSSES PERP) ROOF TO WALL (TRUSSES PARALLEL) " � - S7-1.1 1 1 1/2"=1'-0" S7-1.1 1 1 1!2"= 1'-0" S7-1.1 1 1 1/2"=1'-0" ~ ti f THRD'D ROD PER HOLDOWN -\.,, MFR \,Y KEPHART community planning architecture END OF STUD WALL PER MFRzssswazrrsTxEET PER PIAN COUPLER PER-- _ '� iavDENVER,COLORADO 80205 HOLDOWN MFR J 2" .k #4 HAIRPIN cont 0 o PLACED AT 3/4" CLR TAKE UP TAKE UP DEVICE PER AND BEARING PLATE~` 7 • MIN.3/4 OT.OF SLAB HOLDOWN MFR ~^� CLR. o FROM TOP AND --- ( PER MFR AT EA FLR "` -`�1 BEARING PLATE BOT PLATE PER -� III PER HOLDOWN MFR _ I o} i (o) Co') it SHEAR WALL cI - SCHED. ` iI _I I L La KING STUDS PER ( ( (4 � EDGE NAILING AT CORNERCONSULTING HOLDOWN MFR �'`� - ``�_,.. I I ( T T "T 7 TO EA POST ( WOOD BRIDGE BLOCK ( ( SHTG PER PLAN 2" ENGINEERS ( ( ( ( PER HOEDOWN MFR ( ( --DBL TOP PL " COMPRESSION STUDS ( ( ( I � „PER HOLDOWN MFR ( ,�� ,r �� , ,�. ,+�?' f COMPRESSION STUDS _ '`�"�tr�tJ� �--� �� a�,��r, 95?9 SW BARBUR BLVD. ( SHEAR WALL SHTG ' : ' : ' : ` . `= ' ` ' : ` : ' N MIN.314" .,A„�„,, „ ,,,,,�, IN. '', #4 HAIRPIN SUITE ONE HUNDRED ( ( I PER HOEDOWN MFR, �- _ ,w, PLACED AT 3/4" PORTLAND, OR 97219 ( I t r PER PLAN 11r `-„. —SHEAR WALL SHTG �- _ o PER PLAN EXTERIOR WALL OR d CLR T 503.246.1250 CORRIDOR WALL ,__ j o o L o) (o� FROM TOP AND NOTES: FRAMING PER PLAN `' Oil O1 N _ BOT.OF SLAB :� o o 1. LIMIT TOTAL VERTICAL MOVEMENT OF HOLDOWN SYSTEM TO 0.125"PER WALL STUDS SHTG AS OCCURS (0 2'-0" FLOOR. PER PLAN TYP ( 2. TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL --.0 " o COMPONENTS OF THE HOLDOWN SYSTEM. / CONTINUOUS ROD HOEDOWN o o (o} (o) SYSTEM PER MANUF,TYP 0 0 NOTES: . 1. LIMIT TOTAL VERTICAL MOVEMENT OF HDS SYSTEM TO 0.125"PER FLOOR. COMPRESSION POST PER 2. TOTAL VERTICAL MOVEMENT SHALL INCLUDE MOVEMENT FROM ALL HOLDOWN MANUF,TYP V COMPONENTS OF THE HOLDOWN SYSTEM. CO TYPICAL HOLDOWN SYSTEM TYPICAL HOLDOWN SYSTEM AT EDGE 1111.111 AT TOP STORY AT INTERMEDIATE STORY PLAN VIEW AT PARTY WALL HOEDOWNS S7-1.2 I 1 1/2"=1'-0" S7-1.2 ( 1 1/2"=1'-0" S7-1.2 I 1 1/2"=V-0" 6" 6" Z g:40 \/ (2)STUD RAILS EA. mil Cly ✓'_ DIRECTION W/(4)3/8" DIA.STUDS AT 4"OC MH-' o) (0 (o) (o) TYP ;I' 73' I' e " �HOEDOWN ANCHOR C.) ii.- .4 1--4 1 ' rk / --1/r- ® 9 < 0 cf) ' INI m'CLIPS PER 2157-1.1 U 'm'CLIPS PER ^ am Ci) 10d AT 4"OC TO BLKG 2/S7-1.1 AWAY FROM EDGE O 0 ÷ i L , , , , , , , 75Rp 1 1 II : r „ it ,„ i .„ 1 < X F ____A ill . 1 1, , , HOLDOWN ROD PER MANUF .....„.„ bv___. —LOCK NUT - , "�V PE SLAB 1::::1 (?(7)( C:)C) - _IL. � ` �. �PER PLAN 0=-1 - 2x BLK'G AT 48"OC 411 411I . 911i; CN 111141i C) �`� WALL SHTTGGRPER PLAN 1 r. . -r A —.ISHEAR WALL SHTG PER _ it r PLAN r 00 0(SHEAR WALL ONE WALL �.� •PL 1 1/2"x3 1/2"SQ.W/FULL c-3 V DEPTH THREADED HOLE TO ONLY AT SIM) MATCH HDS ROD DIAMETER- THREAD HDS ROD TO BOT OF PLATE.PROVIDE 1/4"DIA. laillIll HOLE AT EA.CORNER FOR ATTACHMENT TO FORM. 5SECTION AT LOFT FLOOR SECTION AT LOFT FLOOR HOEDOWN ROD ANCHORAGE S7-1.2 I 1 112"=1'-0" S7-1.2 ( 1 1/2"=1'-0" S7-1.2 I 1 1/2"=1'-0" • J . „, . .. . . . . . . . . , . . . / . . . . . / . . . . , re x 1? /\ X LATERAL TRUSS PER PLAN ABOVE SHEAR WALL-SEE 9/57-1.1 CLIPS PER 9/S7-1.1 (2)164 _ op PROpes 7...„..--- -..--X / Lc, 1. INFk" 0 �� \ t 654 t 1 PE -- „mob- � - y 4,ORE •N l 2x4(FLAT)BLK'G � 14, Op *0 29, ' \G' AT 24"OC 4' RYAN x� -;-..-- .,. !EXPIRES:12-31 -2018 ( i 1--° •SHEAR WALL SHTG PER W' PLAN No. Date Issue (SHEAR WALL ONE WALL 2 09.28.17 FULL PERMIT SET I ONLY AT SIM) ', i E ROOF-SHEAR WALL CONN S7-1.2 1 1 112"=1'-0" Project Architect 9 Project Designer 1 i Date 6.27.2017 a iii Job Number 161194 6i _ Drawn By EJB g Checked By ARL Title r WOOD FRAMED SHEAR N • WALL DETAILS I— I Sheet Number (Y S7-1 .2 � � UC --.......„. FLOOR OR ROOF i.. 4 FRAMING PER PLAN----' N • 1 \NI m m S8.01ilailli VI pi IN HS8.0 Frl BEAM OR CONCENTRATED HEADER PER KING STUDS PER SCHEDULE SCHEDULE(TYP) HEADER PER-----,,,,) SCHEDULE Inv /MI - LOAD 1111111%x II I I LAP PLATES AT-2 A COLUMN PER PLAN AND -FOR 7YP CAP AND INTERSECTIONS AND 10 11 BASE DETAIL,SEE / I KEPHART CORNERS 58.01 S8.01 FOR BUILT-UP community planning architecture (2)2x TOP PLATES- _.•:A COLUMNS,SEF 1 2555 WALNUT STREET DENVER,COLORADO 80205 AT SPLICE,SEE S8.0 www.kephattcom STUDS PER PLAN FOR DOOR UNO-FOR HOLES IN ,- -, ..., STUDS, SEE 9 ,-,,,- WINDOW OPENING WIDTH OPENING WIDTH . . _.,-...„ TYPICAL OPENINGall S8.01TRIMMER STUDS---------.., FRAMING,SEE PER SCHEDULE (TYP) WALL OPENING FRAMING SCHEDULE (EXTERIOR) Illa S8.01 \ WINDOW/DOOR HEADER KING TRIMMER STUDS TRIMMER STUDS OPENING WIDTH STUDS (LEVELS 283) (LEVELS 4-ROOF) MILLER UP TO 4'-0" 6x8 (1)2x6 (1)2x6 (1)2x6 SOLID,FULL CONSULTING DEPTH . I '. 1 BLKG BENEATH 4'-1"TO 6'4? 6x10 (2)2x6 (2)2x6 (1)2x6 ENGINEERS COLUMN,TYP ----- - - 4 4 . :-,• '•.."--.,.% :_. .:*- : :: .-I- •:). .::-•:;-- .. •: •: - : • .7•-•:_-_,. -- .••,7, -.•;,!=--•.: :-: ---.: -:„ Al CONTINUE COLUMN \ ''''' 1 i\.,....N. SILL PER/1 SCHEDULE OVER 6i-0" 6x14 (2)2x6 (3)2x6 (2)2x6 9570 SW BARBUR BLVD. .,- 4SUITE ONE HUNDRED i BOTTOM PLATE TRIMMER STUDS PER PORTLAND, OR 97219 TO FDN.OR AT NON-SHEAR WALL LOCATIONS, ..--- TRANSFER BEAM,TYP NOTES: SCHEDULE(TYP) T 503.246.1250 PROVIDE CAST IN PLACE AT SHEAR WALL LOCATIONS, PROVIDE HILTI SPLIT HIT DRIVE ANCHORS . - 1. SEE STRUCTURAL NOTES FOR TYPICAL FASTENER REQUIREMENTS V OR HILTI X-U PAF WI EMBEDMENT. 2. SEE SCHEDULE 3/S8-1.1 FOR MEMBER SIZES ANCHOR BOLTS PER SPACE ANCHORS AS FOLLOWS: S7-1.1, SEE ALSO -EXTERIOR WALLS: 16"OC -INTERIOR WALLS:32"OC S84.01 AND Ap NOTE: \\N'"-----WALL STUDS TO ALIGN SEE STRUCTURAL NOTES FOR NAILING SCHEDULE BETWEEN FLOORS,TYP AND TYPICAL FASTENER REQUIREMENTS TYPICAL WALL FRAMING DETAIL TYP. WALL OPENING FRAMING S8-1.1 I 1/2"=V-0" WALL OPENING FRAMING SCHEDULE 88-1.1 I 3/4"=V-0" S8-1.1 I 1/2"=V-0" Cl) 1.1111.1 Z 0 in 111111111 ' ' 1.--i P-I E-4 it eN . 1'-0"MAX. 1'-0"MAX. . _ 6"MIN. 6"MIN. < 0 CA .. a. ST6236 STRAP iAND STRAP 23 0--w LL, 0 2 ST6224 STRAP ONE uj ONE c) V BEAM \ CL PIPE AND STRAP CL SIDE OF PLATE las Cip !:;a4 CL 1 L 0 §t L i-2 1 ° SIDE OF PLATE - a I E:1 • 1 0 5 II in i-0.to (2)2x TOP PLATE 2 1/2"(MAX.)DIA.HOLE FOR 2.x4 PL (2)2x TOP PLATE I I i i 3 1/2"(MAX.)DIA.HOLE FOR 2x6 PL 0 0 \N-"----.NOTCH OR HOLE • (8)10d EA. SIDE OF) (8) 10d EA. SIDE OF < PROVIDE ADDITIONAL ANCHOR STUD ALIGNED---.....,,,,,,NN\\:‘ t 1 ' .--ir HOLE Pk-1 BREAK IN TOP PLATEi) BEAM PER PLAN BOLT EA.SIDE OF NOTCH OR OVER I HOLE WHEN'13'EXCEEDS 1/3 NOTCH ANCHOR BOLT .....______---2xiodBARTID6G.E0cPLATE W/ + Cia P-4 C/D . SILL PLATE WIDTH W (14)10d NAILS EA. ' C1------11 TYP• NAILING PER ISLF.LrUE_FURAL I! II 1 I I II li.. . H .o o. 1 CA © SIDE OF"TOP"TOP I II o. , r ---r ii H 11 1 .o 1 1 E 1 1..w.„..._,..„ , vir ,..., END OR SPLICE V-0"MAX. ANCHOR BOLT 2x FILLER PLATE W/ OF -• PER (7-'-----10d AT 6"OC PLATE JOINT,TYP 4'-0"MIN,LAP SPLICE (SPLICE OVER STUD) I I liele,msCe C\ C) SILL PLATE 6"MIN. PLAN ANNOCTCHOHERDBOOULTT AT • S 4,. 1 i:,--a-,: ii (2)2x TOP PLATE C.) I 0\ _ „ (IID CC) ;I: --_ -: - : ' • ''''". '2'..,; ':-- ' ; " ' ../ : *-, -4- -.7.. I I I III I iii I ili I I III I I-4- •* ..:, . •-• • • '...1.--,4-.••"14i.. :.• - --- ,; .• •••- .-- - -` ' - ?' ' 11111111.11 --'-*. "2:.• 4.1-:=,:4,.,- - -!-•-'•°''. -;: -f-- .--: - • . -, -- - 4. • • ' '4 k---"^",-.• "'a- '1 -` -- .. '; * ' -. - .:'4- SPLICE OR END r NOTES: . NOTES: 1. SILL PLATE WIDTH TO MATCH STUD WALL FRAMING WIDTH UNO 1. WHEN PIPE DIAMETER IS GREATER THAN 2 1/2"IN 2x4 PLATES AND 31/2"IN 2x6 2. EACH SILL PIECE SHALL HAVE(2)BOLTS MINIMUM.LOCATE BOLTS CLEAR OF STUDS It/ PLATES,OR THE TOP PLATE IS NOTCHED, USE TIE STRAP NOTED ON BOTH AND POSTS. SIDES WALL------- # 2. STRAP NOT REQ'D WHEN HOLE IS LESS THAN 1"DIAMETER FOR 2x4 PLATES AND FRAMING 1 1/2"DIAMETER FOR 2x6 PLATES , . PER PLAN TYP. SILL PLATE DETAILS S8-1.1 I 1 1/2"= V-0" STUD-ANCHOR BOLT CONFLICT S8-1.1 I 1 1/2"=V-0" TYP. TOP PLATE SPLICE S8-1.1 I 3/4"=V-0" • WALL TOP PLATE HOLES S8-1.1 I 1 1/2"= V-0" WALL TOP PLATE AT BEAM S8-1.1 I 1 1/2"=V-0" ... B.1 ikuCT ois,, c,•0- 0 PROp eji., c, . '•• N4. k''' 0 1--ZNI ..0-_. -.....1.-W" 1 NOTCH PERMITTED W/IN 0 z < ..td•- •-, -,te .40.- Pr Agiw,-- Aio...,...,, / - // .41110.-- - / ct. 650 1PE r-- .400 END THIRD OF SPAN ...L,..--d/3 MAX. F _ .40-_........._-w- . / / - / /..:.-- .- ------ .411di ORE 0 N Plow BEAM PER PLAN BEAM PER PLAN Zs., -• rs, -,- - ...e• ONLY 2 Ce -----/H- . COLUMN PER PLAN 't ,,r- C•I • :4- ••-- rsi • 0 d• !:1. 'IP /16 2 9 ‘ C's. '4- -..m BEAM JOINT(AS • • • 0 • RYAN - )1\ - - _ _ , ,...., 01 1 V -.-- v r _CENTER ON COLUMN-----------"-••• \ \ COLUMN PER PLAN-----,_....... COLUMN BASE PER-------..\\\\ PLAN WHEN NOTED,FILL VOID to 0 ito E• ' Z• , . o • Z0 Z0 No. IDEa:IRES: 12-31 -2018 I Issue 2 09.28.17 FULL PERMIT SET TS II l'al - o 0 o • o • Z -----,- --=--,- ----..- COLUMN BASE COLUMN BASE WITH _ . PER PI AN NON-SHRINK GROUT 0 to fo CONC FDN 0 • to to to to • • . • ' • . WOOD---..-T\\\ . . . '4 • • FRAMING 0 PER------Nt, • l• L./3 d I -. ---:--.111-i PER PLAN • . . PLAN ,_ ____ • 1 • o MIN. ._,..) 4 • • • • o • o !,70-- COUJMN CAP COLIJMN CAP - •. , _ . „..- . ,. --,--,,,, to t:o Project Architect g -.-----,- PER PER d/2o to to to t PLAN PLAN 0 NOTES: . - . / / Project Designer i V 1. HOLES AND NOTCHES SHOWN ARE FOR SOLID SAWN LUMBER ONLY o / / o • / / 2 AND ARE APPLICABLE TO TYPICAL JOISTS AND STUDS ONLY. / o / v ././ / -, - o • / -- 0 • / Date 6.27.2017 11 -ct•I 2. d=DEPTH OF JOIST OR STUD • 117\f-/ -1,U -1,/ ----\/\'----/ / ______ ___./ 2 Oti ..,..14..---c1/4 MAX. 3. L=CLEAR SPAN OF JOIST BEIWEEN SUPPORTS _ 4. HOLES OR NOTCHES ARE NOT PERMITTED WHERE d=4"OR LESS COLUMN PER PLAN----"Y _ COLUMN PER PLAN-----Y4 ..... _...... j„, 1., 1 1/2" 1 1/2"- - .--1 1/2" ...c_1 .vz. II..- 1 1/2" -1 1/2° Job Numberci (NI 161194 )7,. 6. 5. NO NOTCHES ARE PERMITTED IN STUDS u. --4- FOR HOLES IN STUDS GREATER THAN d/4 UP TO A MAXIMUM OF 1 ON WOOD FRAMING ON CONC FDN (2)2x4, (3)2x4 (4)2x4 (E:2)2x6 (3)2x6 (4)2x6 - 1/2"DIAMETER FOR 2x4 OR 21/2"DIAMETER FOR 2x6,PROVIDE SIMPSON NOT Drawn By F.: EA S HSS STUD SHOE INTERIOR CONDITION END CONDITION LEGEND TYPICAL FASTENERS ARE AS FOLLOWS: d • DENOTES FASTENER FROM NEAR SIDE (2)2x-10d NAILS Checked By ARL ' 0 DENOTES FASTENER FROM FAR SIDE (3)2x-SDS25412 SCREWS t•-, . . (4)2x-SDS25600 SCREWS Title .) TYP. WOOD FRAMING 04 DETAILS I- i - Sheet Number 0 11 9 ALLOWABLE HOLES OR NOTCHES 1 0 TYP. BEAM-COL. CONN. P. COLUMN BASE TYPICAL BUILT-UP STUD COLUMNS ›. S 81.I . () S8-1.1 I 1"= V-0" S8-1.1 I 1 1/2"=V-0" S8-1.1 1 1 1/2"=V-0" S8-1.1 I 1 1/2"= V-0" C) C ---..„ 1 -----4 -- - NOTE: -----4 - =, I . - 1FOR ADDL INFO SEE 7/S7-1.1 I NOTE:! FOR ADDL INFO SEE 7/57-1.1 , , __J,_. - 7 , WALL SHTG PER NOTE: KIE14:PiHSA RiT PLAN FOR ADDL INFO AT SHEAR lif 1 I , WALLS SEE 7/S7-1.1 community planning TOP FLANGE HANGER SPECIFIED , SHEAR WALL SHTG PER architecture BY TRUSS SUPPLIER PLAN(AS OCCURS) 2555 WALNUT MEET 2x4 FLAT BLKG AT 48"OC-IF L<16", , ' '..---------- DENVER,COLORADO 80205 ,,,---STUDS TO ALIGN ADD BLKG IN ADD'L TRUSS BAY www.kephartmm , , , or W/TRUSSES,-IYP • , - 10d AT 4"OC.--1 .• - TRUSS MANUF TO PROVIDE , TOP FLANGE HANGER / / / / / / / / / / / / / / / ._i / 1 ,- VERT WEB MEMBER FOR SPECIFIED BY TRUSS ---E------ LOAD TRANSFER >-' [ / / / / / / ,' / I/ / i r / - = / , i „in._ _...........„ SUPPLIER l I 1 WALLp SHTG 1 >< t , / / o' 4 ' 1 " .1 .!......." .." .." Al I / / / / / / / / / / / / / ' / / / / / / / / / / ' / V / / / / / / / / / / / / \ 1 Ip ,• _...01.110... -I 1 Ii• / ••---,.. / • z L \ PROVIDE SOLID BLKG IF \I STUD DOES NOT ALIGN MILLER W/TRUSS , „ -,-------- ------,- -----,- CONSULTING \ , REQD PER ARCH FLOOR FRAMING ' FIRE BLKG AS / -T.- ENGINEERS , PER PLAN - REQD PER ARCH ___---- = „-• 9570 SW BARBUR BLVD. , SUITE ONE HUNDRED .----- PORTLAND, OR 97219 FLOOR TRUSSES---} , , = ____, / . . PER PLAN --- ,, - 77 [ -- T 503.246.1250 , ----- "-- -- \----FLOOR TRUSSES PER PLAN 1 FLOOR TRUSSES PER PLAN • 1 - --if FIRE BLKG AS INTERIOR BEARING ( REQD PER ARCH WALL PER PLAN --i--- --)1 PARALLEL FRAMING PERPENDICULAR FRAMING . . 'I EXTERIOR WALL PERP TO FLOOR JOISTS 2 EXTERIOR WALL PARALLEL TO FLOOR JOISTS 3 PARTY WALL FRAMING S8-1.2 I 1 1/2"=1-0" S8-1.2 I 1 1/2"=1-0" S8-1.2 I 1 1/2"=1-0" INTERIOR BARING WALL S8-1.2 I 1 1/2"=1-0" COIL STRAP AND BLKG C0111) -- 1/2"SHTG W/8d AT 6*OC lif AS OCCURS(SEE PLAN) mc-, EDGES 12"OC FIELD TYP 11.11.1 NOTE: (2)A35 AT EA TRUSS FASTENED WI g:4 , FOR ADDL INFO AT SHEAR 8d x1 1/2"NAILS TO TRUSS AND# 6" 10 BLICG W _„„---WALL SHTG PER WALLS SEE 7/S7-1.1 ' PLAN(AS OCCURS) . 6x1/2"SPAX SCREWS TO SHTG OC . 'r---- , LSTA12 STRAP EA END OF EA TRUSS (SLOT PLYWOOD FOR STRAP) 2x 2x4 FLAT BLKG EA SIDE OF WALL W/(2) A35 AT 24"OC W/8d NAILS ,i '71-- - 1_1. 1_1-------=--- - 10 , 2x4 FLAT BLKG AT 2'-0"OC I AILS EA END TO BLK'G AND#6x1/2"SPAX W/(2)16d TOENAILS EA END 16d TOENft SCREWS TO SHTG TYP . BrislIAILIMIL ----------- ._________-------- MK , , ,Pv ., . - - :.-- .., /11111M p...4 /i-i-I 1._ / / / / / / / / / / / / / / / _ / / / / / / / / / i"--41 -••.- . ,-- Egile -- ------, •••,---- -----,- ••••,--- ........ --,---- ime-4 , TRUSS BLICG (1) PANEL AT SHEAR I < 0 WALL LOCATIONS. C.) I\/4 t I Illi . --- ><----• i''''''';•><-1-- '''' - . CIL \\"---CORRIDOR FRAMING W/TOP ir --: 's ___ 0 ,...„__ ' 0 FLANGE HANGER PER PLAN 7/.1 Ii/- DTC AT Z-0"OC MAX Z.., .% DTC AT 2'-O"OC MAX & t DTC AT 2'-O"OC EA SIDE OF WALL(STAGGERED) ',(--8--) 0 FLOOR FRAMING , 1- 0 v- 0 < Z PER PLAN , ,S,...8-12 CORRIDOR ...----- = k N'--------NON-BEARING --11'- --4--- - _ +_:\'''''"---__,___ NON-BEARING It ---NON-BEARING -11-- ---//-•- ----SHEAR WALL BEARING WALL PARTITION WALL PARTITION WALL PARTITION WALL PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN (AS OCCURS) (AS OCCURS) P.4 Cip ,------FIRE BLKG AS REQD PER ARCH CONDITION 1 CONDITION 2 CONDITION 3 TYPICAL CORRIDOR WALL . TYP INTERIOR NON-LOAD BEARING WALLS S8-1.2 I 1"= 1-0" TYPICAL SECTION AT CORRIDOR S8-1.2 I 3/4"=1-0" S8-1.2 I 1 1/2"= ,...0" „/„--------2x TOP PLATE ,, - -2x TOP PLATE (19C\ 00 I ---- „---- 10d AT 3"OC TO VERT f ,-------„, , =:= < TRUSS WEB INTEGRATED -INTEGRATED NOTE: COIL STRAP PER PLAN(AS OCCURS) 1111111.1 PARAPET BY ..------- PARAPET BY TRUSS ONE SIDE DIAPHRAGM ---4----- TRUSS MANUF ROOF SHTG . ___J r____ TRUSS MANUF ROOF SHTG ONLY AT SIM TRUSS BLKG PANEL DESIGNED BOUNDARY NAILING PER PLAN PER PL4N FOR CAPACITY OF SHEAR WALL BLKG TRUSS PANELS----____ • DESIGNED BY MANUF DIAPHRAGM LATERAL TRUSS ----h- PER LPSLANTRAP COIL STRAP COIL STRAP COIL STRAP SHEAR WALL LENGTH TO RESIST 260 PLF EDGE NAILING TO PER PLAN / LOCATION AT SIM / PER PLAN LOCATION AT SIM (ASD)LATERAL LOAD BLKG TRUSS / / / / , / / , / / / / / / / / ' .1 . \\'' ' 1 - i 1 , / , , , , / , , / "\,/ V e e / / / / / / / / / / 8d AT 8d AT --„, illisiL er---- /1-)LL IL X X_ 6"OC , !r I / / / / / / / i , 1 , r. , / A3ILLAT)BUM 0 , 1 6"OC -i° - / / / / / 7 / ,- / / 111 -1 I I 1 3x6(FUkT)BLK'G AT SIM 1 / / 7 ./. / I 0 0 • ....... ,...._. 0 • _ MIN 3x10 --f-------/ MIN 3x10 ---/--------if l••••., 1.0••• ,/, ... ... BLKG / BLK'G // ------////;/ . . \\\N\•,..\\\ --- --:( - - -•-,- / ._________y f.:.:-..11 J •••-•' I • • 2x4(FLAT)BLK'G AT - ___..r__ ?' _____/_,,,,,1- • • 48"OC W/(2)10d TO T MAX 2x6 \ \-----,- To- . ___:\_dgiz,,, • IOW- TOP PLATES (2)16d TYP TRUSS TRUSS WEB 1/2"APA-"// RATED r • frosts,.._ 10d AT 6"OC EAEND - ,,,\ I WEB r / .4/ - _ FIRA/2"TAEPDA-49 SHTG / SHT / -Nur- --.11w- . • • 1:) _dim t/ '----------FASTEN BLKG PANEL TO . , TRUSS W/10d AT 3"OC It\,,,,.._._._ ° / . - UPLIFT CONNECTOR ' \•- ______ __ • ..s......- / PER TRUSS MANUF ' LTP4 AT 24"QC,TYP 1!t 'm'(SEE 2/S7-1.1) . 2x4 BLKG TRUSS) f >-< e -TRUSS . - LTP4 AT EA----------- SHEAR WALL 1 ,.. ji SHEAR WALL SHTG PER PLAN UPLIFT CONNECTOR 8d AT ---- PER PLAN UPLIFT CONNECTOR .,,,,,. .....______, '=---- SHEAR WALL SHTG PER BLKG TRUSS SHTG PER PLAN :-------____I 6"OC / -11/ PER PLAN PER TRUSS MANUF ---4----/ __±____ PER TRUSS MANUF PLAN _ s..c foiCpTR F?,4 BLKIG PANEL ELEVATION I 1 1/2"=1-0" S8-1.2 I 3/4"=1-0" S8-I.2 PARTY WALL SHEAR WALL - ROOF 1 0 SECTION AT CANTILEVER TRUSS 1.2 1 1 1/2"=1-0" 1 1 SECTION AT ROOF EDGE 1.2 I 1 1/2"=1-0" 1 2 Sa.E CT 1 0 N AT ROOF-SHEAR WALL 1.2 I 1 1/2"= 1-0" .40 OP,c- 4,(t.x' ca G 1 Re , C.0 ke Q: 6 -t WE r- ..4" .7. ORE SN Ply ...,` ° P1)e ,29 ' \c " cc TRUSS BLKG PANEL DESIGNED ((i,,p RYA% \•• COIL STRAP PER PLAN FOR CAPACITY OF SHEAR WALL I -§ (SEE 2/S7-1.1)MULTIPLIED BY !EXPIRES: 12-31 -2018 SHEAR WALL LENGTH LATERAL TRUSS PER PLAN -DESIGN TRUSS FOR 4,500# No. Date Issue - I, J / ./ / ..., , , / , / / / / IV / / / / ,• / / / . (ASD)LATERAL LOAD 2 09.28.17 FULL PERMIT SET 31 , (_ _..., _ ,,,,,..._EDGE NAILING 0 2x4 BLKG(MIN) ' . 1 i ' i' I 1 ' - i 2 g 1/2"SHTG W/8d AT , • • 6"OC ALL EDGES,- 0 i 12"OC FIELD . . 2x4 BLKG IN/16d AT 8"OC--• 0, N\N*** \Ns....s.;-,-• - r_ \/ ...,...._ Project ADrchesigitenectr 0 Lil e , • . Date 6.27.2017 u • (..----(2)16d (2)16d I X 11111111111111 b '131 • ;.: :\ Job Number PANEL EDGE NAILING,TYP----"r- - 7-""4L A. - 1 1 1 1 1 1 I I I I 1 I 1 161194 i... \\''"---TRUSSES PER PUkIkl • iz.-N • Drawn By EA eg • -- --FASTEN BLKG PANEL TO CMSTC16 COIL STRAP W/ UPLIFT CLIP PER TRUSS MANUF 2x4(FLAT)BLKG AT 24"OC -.101.1.1.H ' ,...is..._ TRUSS W/10d AT 3"OC . (2)ROWS 10d AT 3"OC Checked By ARL LTP4 AT 24" OC Title r.- -I- 31-4" . 0cv i --.... -SHEAR WALL SHTG PER PLAN - WOOD FRAMING DETAILS I- I - Sheet Number C.9 1 3 SECTION AT ROOF EDGE > I 4 SECTION AT ROOF-SHEAR WALL RUSS LATEIRAL TIE .., S8-1.2 I 1 1/2"= 1-0" 1.2 1 1/2"=I V-0" s 8.•i ,2 0 0 @ S8-1.2 I 1"= V-0" - - -- - -- . 4 to 4.,,,, . K E P RT ---+- --- -‘1\- - cillom:unityplanning''' architecture 2555 WALNUT STREET - .-.- DENVER,COLORADO 80205 •••• err': ..-._ 5_. 1.___ www.kephartcom SHTG ATTACHED TO .g5? SHTG ATTACHED TO -I—STUDS AT 24"OC MAX (-----STUDS AT 24"OC MAX all . ' . .1— =' --.1: - TRUSS Bli<G I.---::•_-, __ .‘.. ,,,s..,„ MI PANEL AS REQD BY 2x4 STUDS AT 12"OC ' '''----2x4 STUDS AT 12"OC TRUSS MANUF it" , STAGGERED c'. STAGGERED MILLER t3 !? . . ---------SECOND STUD ----SECOND STUD CONSULTING AS REQ'D BY AS REQ'D BY ENGINEERS WALL TYPE , WALL TYPE 9570 SW BARBUR BLVD. • e...--....,.., , 2x6 PL SUITE ONE HUNDRED 2x6 PL----......... , PORTLAND, OR 97219 -... , T 503.246.1250 . , r--- =.... • 0 0 ...\. ... . C.-TRUSSES PER PLAN . ...1..._*— CO UPLIFT CONNECTOR I - 1 , 2x BLOCKING TOP AND BOT OF WALL PER TRUSS MANUF I 7.--.NAILING PER 21S7.1-1 II W/EDGE NAILING TO SHTG AND SOLE / ''' .------BEARING WALL PER 1 I law- PLATE NAILING TO PLATES PER 2/S7.1-1 1111111 1:4 r--- PLAN,TYP >_......-_—__:. -.1 - Z 0 TYPICAL ALTERNATE 4.1 S8-1.3 I 1 1/2"=1'-0" 1 SECTION AT ROOF WALL TYPES 6&7 S8-1.3 I 1 1/2"= 1'-0" 111111111 ' ' i--I P—I /11-4 Ct Mi--t MI 0 4e1c) • Amnia, Lai cf) © geirIX -t F c) c) • 00 imil ,., N \- - :pTu,„ , pRop,.,s, c•;\ GiN- ‘51, "••• N4. a ca 4, 4 cr 854.1PE •r ..0/ •y• ORE 41114 Vor ° 6' 2 9 ' - ct , !EXPIRES: 12-31 -2018 I i 8, 1 No. Date Issue 81 2 09.28.17 FULL PERMIT SET t= i...1 g 'i 2 40 4-1° ,4I a i Project Architect g • § 0 Project Designer I .0 la ' g Date 6,27.2017 6 b 6 c't Job Number 161194 ;7. . 0. Drawn By . c., EA Checked By ARL N Title c7) cv WOOD FRAMING DETAILS I— I Sheet Number 0 E >- S8-1 .3 0 o C, --_ „ . r?•',.,51, 10d AT 4'10C :.,-• 11 ? . TO BLKG - - - . , • SDWDHTTS1:RAEWT E-ATOT - ',',,1 TRU0SpSpWLA/TREOwU/N: ., __elr' X WASHER AND 0.276"DIA SIMPSON p,..,. '• • ..,, - II 4 WURTEC INSERT ATTACHED MIN TREAD PENETRATION - , Is ..: . ‘. _ .. TO 4x6(FLAT)BLKG -_____... .,-;-1 ., fy LSTA1 STRAP5--..'s .--... 4-. •;• KEPHART .- ...,,: 4x6(FLAT)BLKG W/-------------__? --411 t;, - •• / ,.-• .", HGA1OKT EA END _. .,. •; ... .., :•'.- community planning 6x6 .._, •'. . architecture COUNTERWEIGHT RAIL ., ',1-, >-< .:-,'• AM - 2555 WALNUT S1REET ATTACHED TO INSERT BY _7___-- --.. - - I :la'ia< .• ‘ , / ,f, _A 7 [ 7 / 7 17 / / / 1 7 z 7 / r / 7 / / / / ‘) / / f‘ DENVER,COLORADO 80205 ,,v-------------WURTEC INSERT ELEVATOR MANUF -ET :•',.. F / / / / / / / / I/ / / / / . . , ..><I >< ,, • • • , — :- '1-, -.....----- - S8-1.4 www.kephartcom — - -•r--—- --- ATTACHED TO 4x6 X :4- 7.__ --- (FLAT)BLKG * •14. co ,19 ...E... •. . 4 , ___ .....___ , . , _. L......: ----__ -,•.:,] ,1.-,----telt.....11 of -'_:'. ft-. :•. • -..--- ---:-.. ,A:•. ,, ,;• • „ 0 4 , .,,,,,,-s,i,_:: 7 / / / / z / / / / z / i •,,,: -n- . D.•• E co 6x6 COLUMN,TYP .._Da , -.,.. 0, ' ' ...• . .,., , . --- - -HGA1OKT EA SIDE L . :--, ------ ,, —---- --- - - — •HGA1OKT EA SIDE -,---- OF COLUMN ,. ift x . OF COLUMN .., _..• ••-... • •,, -1:171- ----------::—4x6(FLAT)BLKG W/ HGA1OKT EA END co co , _____— • 3 „......-... \ ,.• •.•',' - - • .. .. ,• . , i• • r.i.,.: pFIERRE BLKcGH,AS REQD * I .1.'P ,....,. , ...: _.: ,.. ._ FIRE BLKG AS REQD PER ARCH,TYP = -......-- ,'" ..-• , ‘:, ...• .` •. , - --- .<_:.,. ,- ..:-_,:' -•<---, _ .--.. .,. • :..--. '.7-- . . • . • . • . . • • A. ,• 1 %. ..• 1. MILLER . ...k. ir- 58-1A .., ,. _.---- .4-• -, CONSULTING , cr) J ,..... , ,.. . . ,., ‘ _ ,.,. --w_: : :. _ _—WURTEC ., ---1 RvTAETC0RINSERT PER MANUF 2x4(FLAT)BLKG FOR (2)TRUSS BAYS • .., ___ ,.._ , .„-_ _ ,,,'•11:. --- .. -. „,, ,:,:i WELURTAETCORINSERT PER -,.•; ; MAWA A . _ MANUF L.. ,.,„ . , .- OE :':1 .:,, 0 •:- ... . ,,_. :.s . ENGINEERS 9570 SW BARBUR BLVD. RAIL ATTACHED TO INSERT -- ---- BY ELEVATOR MANUF \N„..........________ 6x6 9 - - __,.. la TYP FRAMING PER .•.-. - ,,,, • SUITE ONE HUNDRED WURTEC INSERT ATTACHED------------ -E. PLAN - ,. 1 .• FRAMING PER :,• .••-.• ,, , , ,•, .-, \''"-----W8x15 HOIST I PORTLAND, OR 97219 TO 4x6(FLAT)BLKG -, . _, PLAN - „_. " •-•‘,• BEAM T 503.246.1250 7.... ' ' _ • , -..: ,. 4x6(FLAT) . , NOTE: ,_ _Ea. -,.*••: :., ;.1_ ,., , _, ,.. NOH OIST BEAM AT SIM I : ! . -;;:;•_.: --'-------4x6(FLAT) - •:-, BLKG ;:;,./ : . , BLKG „•• •;.:, HANGER PER ,,,, ... .--..• ' • DTTIZ AT 24"OC WI ROUND •y .. . „: TRUSS MANUF .- . ...., "WASHER AND 0276DIA SIMPSON • -. _ . .., t. •- -,, :‘,:,..- ,.• . SDWH SCREW TO TOP PLATE W/3" .. •.-../ •-:: GWB PER ARCH,TYP 'Ir----"----------RAIL SUPPORT ,., *• MIN TREAD PENETRATION ,.. - 1 COLUMN PER PLAN ELEVATOR RAIL SUPPORT COLUMN PLAN , 1 •-- ---------____RAIL SUPPORT COLUMN PER PLAN . _ , . . 58-1.4 I 3/4"=V-0" * HGA10 EA SIDE HGA10 EA SIDE . COLUMN OF , , - / • OF COLUMN cl.....: 6x8 CONT Cilli) .:i• -,K 1111111111 •:- ,, .: -,. ..„,..... .: •_. -,-1 : 101:: : C. r: .., _ -- ..,,, ,.. „ ' / , / , , / , / / , ;:, , , ,,,• , 7 / , ,,, ,„„ 1 , , , ik / .il„ , , 4 / / / / / .4 1 / "-e / . fc--•. •. ...... 4, _ „, .': >< 1! J>.< I (.7.. •. . . i ,..,- ,:.,. . ..., .._' .. • k , _ .• ., . ‘ .- - / 7 / / ..7 ,7 / 7 77 / / ./ .7 / / / -.- / ,7 / / / / - . _,. 2 _...4 . .. ,•.: ,,.. _ DTT1Z AT EA TRUSS W/--*- .-,. _,., cr) )( )( ..,,_,.... ',, , ._ -.... , . -,1 -.• ..-. • - -- _. . .,. ....„. -.), :1-- :1 :_,, .,_, .... ROUND WASHER AND 0.276" DIA SIMPSON SDWH SCREW. - ••- ,-, . , - - .... ..7, ' ,. ------..., . . --------SDS25600 SCREWS AT 8"OC tilla 414114--.10,, ;.4.4 Ea/14 ,. ...-• ,:;:t _._._. UN .• . .. -. -, C..) lar°164 , Cip W8X15---.. • II 7 • e 7 ... . —-.-... ........,— -,. : .G.— ...'..".' .., = = ..':— --....'.....-7.-- • •• .'•.. ".....".: ''': MIN 3"THREAD_______------ PENETRATION so 14111( Limo) V - . HOIST BEAM ' ,N. . --- -., . . ,. ! ••„ - — • I-....1 •, -1- ______=.. ,.., a. ••••••••,-.,•—/-A SECTION AT RAIL SUPPORT COL SECTION AT RAIL SUPPORT COL <IC Z • E., > ____„....-------: (PERPENDICULAR FRAMING) - (PARALLEL FRAMING) SECTION AT ELEVATOR HOIST BEAM 4t 3/16 Zy) 3/16 , 0 0 S8-1.4 I 1 1/2"=V-0" 58-1.4 I 1 1/7= I-0" S8-1.4 I 1 1/2"= VC1 -0" Cf) CZ) „e• ---- PL 1/4x4x01-6"W/(4)------ I . . SDS25312 SCREWS 3" , / , - , , ., ,. , ,- - . 6 , , - , , , , , , . 68- 6x6-------_ '1/2" .77----1/2" .' 1.4 -, SIM •• • ..:.; • - - - . . . . - • • - . _ • , .$ ROOF SHTG T X c) „ „ ., „ „ , „ „ , „ „ „ „ , „ / „ , _ .. ,, _... ,._. .. . y ooc%\ _.„... I--. ,, . . ., . ...„,... I L9 . „... . I I - ' - ' .. . .. , 't , . ,:• .- •' ,:-; , , - .; ., , _ •:,' - E - ,''.1.A „ ....„0 ,, , GWB PER - GWB PER .`: 0 ., ARCH ., ARCH 17 ..•.- -. (12) . . ,..4 ,.,-,., S8.1.2 SIM - ,... ROOF SHTG 4x BLKG AT STRAP - -;,- •..- PLAN ' ' PER ROOF SHTG - ' ' ,''NN . . . . . . . . . . . . . . _ . . . . . • ,-.. • PER PLAN . e....yem'• •• ——:•') 1 , I N . . . . . I e e e e TRUSS PER PLAN TRUSS PER PLAN . . . : • . ..<1; • .. ---. v _ A \ ..;,. 2x6 LEDGER W/ FRAME SHAFT -... ,.: SDS25600 ,.= I TRUSS BLKG WALL TO „. „:„ WALL TO SCREW AT EA • PANELS UNDERSIDE OF ,- UNDERSIDE OF ,- ,r- STUD , \ I ROOF SHTG •,,,: •. ROOF SHTG •,.,. SHEAR WALL------'.:-* I W/#9 xl 1/2" J\s,\\\\\ \\\\\\\- --\\\\\\\\\\\ -\\\\\\\\\\\\\\\\\\ \\\\ \7\\\\\\\\\\\\\ SHTG PER ,... - SD SCREWS > PLAN(AS ,_ , 1 -----I r- - OCCURS) Y-• 's. I' I X I 11 1 1 . :-:• , ,4, 1 •A i 1 ! , ,„,_...___ 1 „: .1, ,• - ' .""Zral ' 3'-4" _ m I- 3.-4. .. . i '', .STRAP/BLKG • .SHTG PER ,..-: -*'..--------------'.---RAIL SUPPORT COLUMNS -,*• AT SIM ' PLAN(AS . STRAP FASTENED TO — PER PLAN W/HGA1OKT EA \1/4'" CMSTCI6 COIL STRAP INSTALLED OVER WALL TRUSS BOT CHORD W/(2) OCCURS) SIDE TO TOP PLATE - , SHTG FASTENED W/(2) ROWS 10dx1 1/2"NAILS ROWS 10d AT 3"OC AT 3"OC,TYP ELEVATION AT HOIST BEAM SECTION AT ELEVATOR SHAFT SECTION AT ELEVATOR SHAFT . SECTION AT ELEVATOR SHAFT S8-t4 I 1 1/2"=V-0" S8-1.4 I 1"=V-0- S8-1.4 I 3/4"=1.-OW . -OW - S8-1.4 I . 1"=V-0" 1 CtUC u, I I c.:(' G I N '•• di •••• ‘-‘ k- 0 us / / , , / / / / / / / / , / / , 64r 5411 1PE .r" - ..•••"-- — .01111 ,...8-1.4 . -y. ORE 1- ,--- .-A *e ' - (.3-- . ' / / / / / / / 7 / / / 7 / 7 / / / / 7 7 / / / .,,,pp a: \ \. - 1 RYA Ii i ' - IEXPIRES: 12-31 -2018 I , . No. Date • Issue I, .. ....,.. r -1 r -1 .N*----. 2 09.28.17 FULL PERMIT SET 1 '.;2.-',..:* .-:.:::::,;'.-.*':.2;-:-..':,.- -2`-'..:,:-.- (1.,!. :-.-.:Z',. -' --...1.' -->-<- :11-.',.-1';1=-‘'_-'..';‘:.-1',-.,1_:;:-._.'`,:::,7::..':-.-.1:::•.'"--..-.:_,":: - imIne,e 4.10,110.• -- ;. -HGA1OKT EA . SIDE OF COL \ f. .• -,---. - •f-1 ., rW8X15 . - . HOIST BEAM . ;. ,,......,,,,...... . ..,.. 1141 .;„ . Project Architect „„.......,„.,..-"--.< 0 . • 3/16> CO .. Project Designer „.., _ „• — 0 0 . ,- ,!.:.• ---, t .. it GWB PER ARCH Date 6.27.2017 •-• 4 - ,..? PL 1/4x4x0-6W/(4)-------------.7' 3oi . , ' " . csi. SDS25312 SCREWS Job Number W8x15 HOIST .,.: :... .'",,,! - •1/2" '-----',/2" 161194 : ,- .' ) Drawn Bi-•:-. • ___ y . EA g ELEVATOR I .,- TRASH — SHAFT I „ ,,, '' .. 1 - CHUTE —RAIL SUPPORT COLUMN PER • Checked By ARL .-,.. • i. SHAFT ..*,- PLAN • r-- c*. t Title ..,-:. •: - CD -.. . ELEVATOR SHAFT C\I ,. . 5 1/2x15"GLB W/ •_,-, -, DETAILS .1 -.1 ... 1 .. HUCQ612 HANGER EA END * - Sheet Number i- i C9 - . W SECTION AT SHAFT I 0 HOIST BEAM SUPPORT . . ),_ s 8 MB 1 •4 0 ,.... S8-1.4 I 1 1/2"=V-0" - 58-1.4 I 1 1/2"= 1,-0" - . . . • _ _ ._ ... , . __ _ . . _ . __ ... . .. . .._ , • - . _ . _.. ___ . .. . . , . • - - _ . S94-1.1 _ I OFFSET STUD FRAMING BY 1 1/2"TO ALLOW FOR A34 I INSTALLATION ialk , )^"xrx - I LSTA9 AT 24"OC S9-1.1 •0 A34 TOP AND BOT OF --..---- SDWS22400 AT 24"OC KEPHART % EA STUD W/#9x1 1/2"SD E .....7 % 7.; SCREWS community planning ------____________„,..... ...„ \ix _• .. ' architecture 2555 WALNUT S1REET V/e'f 4x4 BLKG AT 24" ,. / 1.1 („,„.....--(2)16d EA END -Ilro ar....... DENVER,COLORADO 80205 ROOF BEYOND -'•••-•,,,,,„ OC WI A34 EA 1 . wwwlepharicam EDGE NAILING END -__ ilitil: - 8d AT 41'OC . TALI: SDS25412 AT EA STUD . TS12 AT EA STUD . • / , ,H .....4.:<, 11 { , .,/ , , , , , INTEGRAL PARAPET ,•> AT TRUSSES / ' l' ife 40.° k , % 8d AT 3"OC TO BLKG .„..... % (4)10d TO GABLE END TRUSS---...... , - 1116 % 2x4 BU<G- 4 /..%•"'•......„.„..... ..,..... 1 I ;'' -------,- GIRDER TRUSS % .......001101111011 P "'Nit MILLER PER PLAN % (2)2x6 TOP PLATES _,,,,,,,, {, 2(IVIAX) THROUGH WEB OF CONSULTING r$11., GABLE END TRUSS - % ENGINEERS ; — — —,. .....----------CUP'm'PER 9/S7-1.1 9570 SW BARBUR BLVD. X x 7---,, 0 , 2x BLKG AT • • i X., % 1VVIST STRAP SUITE ONE HUNDRED , ...----------(3) 16d TOP OF .- -< , PORTLAND, OR 97219 STUD TO 2x6 BRACE AT 41-0"OC T 503.246.1250 X X,: X 0: X • \ TRUSS >-< -,---,- . 7,-------AT STRAP3x(MIN)BLKG - 7 „_....,______.2x6 STUD GBC EA SIDE OF BRACE - - - 2x6 LEDGER WI(2)16d iii AT EA STUD AND 16d I\ \ \ \ \ \ \ \ • e; \ \ \ \., \,, \, \, \, \, \ .--' GIRDER TRUSS ___/11r._ .-:_ iiiiiii/iniiiiiiiiit lAT 8"OC TO BLKG A INTEGRAL PARAPET iirili ) Iiir-2 - 4111 '---•BEAM PER PLAINI" 4 SECTION AT LOFT ROOF S9-1.1 T-4* 3'-4" 3*-4" EXTEND - mi- STRAP/BLKG TO S9-1.1 I 1 1/2"=V-0" . I END OF WALL BEAIVI PER PLAN V _ / / i CMSTC16 COIL 7. I CO / STRAP W/(2)ROWS 10d AT 3"OC . gh 11111111.11 C) WALL ELEVATION AT LOFT S9-1.1 I 1/2"=V-0" WALL SECTION S9-1.1 I 1"=V-0" TOP PLATE CONNECTION S9-1.1 I 1 1/2"=V-0" .7. _ -4 -• LU cn - ROOF BEYOND "." -„,4'...1' Ini ..t: DIAPHRAGM EDGE NAILING 7+ SHEAR WALL PER PLAN DIAPHRAGM EDGE NAILING 7---1F--- SHEAR WALL PER PLAN /7 . ----- 1/1111.1 .< )•••••1 16d AT 8"OC 16d AT 8"OC 2x4(FLAT)BLKG 2x4(FLAT)BLKG 7 Ce P. .n4 less4eN ROOF SHTG PER PLAN•---- ROOF SHTG PER PLAN- .1..., , / , , , , , , -,/ , / , , , , , , /1 - 1 .".-L X -711 LOFT RIM JOIST INTEGRAL PARAPET '. . - ------, < 0 IC/1 AT TRUSSES 3x(MIN)BLKG AT STRAP C..) v4 , Cla. ROOF TRUSS - ROOF TRUSS / LOFT FLOOR LOFT FLOOR / I I 0 -- _ C SHTG PER PLAN r SHTG PER PLAN .42. / / / / / / / / 1 7 J 7 x x, < Z Cs 1,7, , , , , ,, , , —,.... 16d AT 8"OC 16d AT 8''OC-,. \ -.=.,-=-,- --•••---, r - - v v - .4 LID (--(2)16d (2)16d--->\ , • r-(2)16d ' 411 X -----, . X - x:X - —3x(MIN)BLKG CI Cf) CD X I 11 1 V A-r 1 J\\\\\\\\\\\\\\\\\\\\\\\ \ •\1 7,--- De .<•11 s:,), k-------\\ , I X X /11 2x4(FLAT)BLKG AT 24"0C----1 2x4(FLAT)BLKG AT 24"0C---1 CLIP'm'PER 2/S7-1.1 I I I 1 I CMSTC16 COIL STRAP W/ PC iiiiiiiilitii m ' (2)ROWS 10d AT 3"OC _V/ < ----BEAM PER PLAN CS' SHTG PER ARCH____ , 31-4" 8'--0"MIN C\ , '1/4.---- SHEAR WALL PER PLAN - . *-------SHEAR WALL PER PLAN . 11' ill (III9 CC 'IV 2x(FLAT)BLKG :,._--___+__ 3'-4" 3'-4" CMSTCI6 COIL ___________,------ 3,4. STRAP W/(2)ROWS EXTEND 1- STRAP/BLKG TO 10d AT 3"OC END OF WALL IIIIIIIIII SECTION AT LOFT FLOOR-ROOF S9-1.1 I 1 1/2"=I-0" SECTION AT LOFT FLOOR-ROOF 59-1.1 I 1 1/2"=I-0" LOFT FLOOR-ROOF TIE S9-1.1 I 3/4"=V-0" WALL ELEVATION AT LOFT S9-1.1 I 1/2"=V-0" COIL STRAP OVER ' t ROOF SHTG PER PLAN—. , ' 2x10 LEDGER W/(2)ROWS SDS25300 SCREVVS AT 12" OC(STAGGERED)TO LATERAL TRUSS , _ , / - / ;- (-- / .t....7___I , -„, , , 1-1 ,:: , 1 / ,- .,-, 117-7--: . [ i II• ; X . I TRUSS BOT CHORD NAILING X 2x10 LEDGER W/(2)ROWS SDS25300 SCREWS AT 12" ___ OC(STAGGERED)TO 4 77,,,,....--- COLLECTOR PER . TRUSS BOT CHORD LOFTF, JOISTS PER / j? / /1 / / / / r / 0/ / / / / 1 / / /0 / / 4 1 _ , „ „ / / / / / ' ' I yil7 ..„.. ...., _ _ gl: . ft 1 , , _ X t _ . - _ _ n 1 XI 1 1 '-'' ''-'-' 5 : J . >< - ---- CLIPPER/7- 9/S7-1.1 - - odE6DCAWOTI/L3c2S)OTRAC P PROA-4., CRF AOMSWSTTSECNil ./,„ I / , SHEAR WALL PER PLAN SHEAR WALL_______.__...---- 1 ' 44:6G54°C 1 iTN1P;P°b,-... .001111"-- 3'-4" 314" • SHTG PER PLAN ORE oN /my 7-1-„,_'t"/.1 '#' - 29: " \if ..#7 RYAN ‘ SECTION AT ROOF-LOFT TIE S9-1.1 I 1 1/2"=V-0" 9 1 0 SECTION AT LOFT FLOOR-ROOF 1.1 , 1 1/2"= V-0" 'EXPIRES: 12-31 -2018 S9- No. Date Issue gi 2 09.28.17 FULL PERMIT SET 171 i $. 3 a° i G Project Architect E § 0 • Project Designer 1 Date 6.27.2017 6 a oi Job Number 161194 - Drawn By EA rg Checked By ARL - Title 0 cv LOFT FRAMING DETAILS . I-- I Sheet Number (...9 • a. . s 9.1 . 1 0 @ ,_ - 11 /-7-11)...,,,,n. A S8-1.2 S&1.2 - im r" ! 59-1.2 �58-1 - IF- /\ 1 1/' I -—-n r--- 1 Z\/\/\/\ I . 13 \/\/ ir-)11, K E P H ART fi 7 1 $8-1,2 I \s,. community planning / g architecture - i _____ L_______ ___, - T,..___ ___J -,..- RUSSES PER PLAN,TYP - DENVER,COLORADO 80205 GIRDER TRUSS PER PLAN - ' 2555 WALNUT STREET www.kephart.com SLOPE VARIES--.)..._ ROOF SHTG PER PLAN 04 DIAPHRAGM . ... .EDGE NAILIN„ --\G IS TRUSSES PER PLAN,TYP TRUSSES PER illk 4 PLAN,TYP S X ,' MILLER ('� - Arir 59-1.2j00°.11( 6 CO SULTING I 6 6 -- z,k (�--- ,,; ® 2x BEVELED BLKG ENGINEERS I _ .. / W/16dAT8"OC TO s 59.1.2 '~ I .�. ` GIRDER TRUSS 9570 SW BARBUR BLVD. �'} • ! _ . _ I PIP7 TRUSSES PER SUITE ONE HUNDRED I I I [. I .._ PLAN,TYP PORTLAND, OR 97219 GIRDER TRUSS LOFT FLOOR X �.X- T 503.246.1250 �— -—-—/ LOFT FLOOR FRAMING PER PLAN - ' HANGER PER -----V (. j FRAMING PER PLANL__.-4- J . i;i PER PLAN _ GIRDER TRUSS TRUSS MANUF PER PLAN____2 SECTION AT LOFT VAULT SECTION AT LOFT FLOOR-VAULT SECTION AT LOFT FLOOR-ROOF SECTION AT VAULT 59-9.2 3/8"-1'-0" S9-1.2 3i$"- 1'-0" S9-1.2 I 3/8"=1'-0" 59-1.2 � 1"-1'-0" PLAN R WALL SHTG PERco • I _ ti /„. 2x6 BLXG LATERAL TRUSS PER PLAN-DESIGN TRUSS I1uuu1 ,�/ 2x BEVELED BLKG /� - FOR CAPACITY OF SHEAR WALL BELOW PER 2/S7-1.1 w W/10d AT 6"OC / MULTIPLIED BY THE SHEAR WALL LENGTH Z 0 LATERAL TRUSS PER r MANUF-DESIGN FOR ,4.441r ' 10 --- ----------- - ° n 260 PLF(ASO)LATERAL -- S8-1.2 I _ �' UNI coo LOAD a 1 -...,- M lir X X HANGER PER /----,- r HZ TRUSS MANUF — cis /04, ti 2x6 LEDGER W/(2) 16d \/ \/ . AT EA STUD AND 16d H '�1T �__ __ — _ __ _—_ AT8"OCTOBLKG ;Pilumi � -�Al GIRDER TRUSS CANTILEVERED ''s\ i' ' PER PLAN TRUSSES 'm'CLIPS PER 7 ROOF TRUSS (NOT READ IF .- X L • PER PLAN NO SHEAR f '� _ WALL BELOW) • < 0 CA I V r CLIP PER , ' BLOCK (2) 16d AT EAX Odlill 9/S7-1.1 „...„__,...„\,: C 1( _,,,iik._:,BEAM PER PLAN t J 0 1 --= 2x4 BLKG AT 24 OC < 1 UPLIFT 4 La,.:.. ' =""') CONNECTION PER S9-13) TRUSSES PER PLAN,TYP I P-( (JD TRUSS MANUF I 0 C SHEAR WALL I -”" �` - 0 SHTGP�ENR {� iy NON-BEARING WALLW L) /10 I BELOW AS OCCURS I �` O SHEAR WALL SHTG PER � � 1 t I i PLAN(AS OCCURS) I , f j < CD —. D 5SECTSECTION AT VAULTSECTIONQO ION AT LOFT VAULT LOFT WALL LOFT WALL SECTION ..... S9-1.2 I 1 1/2"=1'-0" S9-1.2 3/8"= 9'-0" S9-1.2 1 1/2"=1'-0" S9-1.2 I 1 1/2"=1'-0" 1.11111.1 SHEAR WALL SHTG PER PLAN i` 2x BLKG W/ , 16d AT 8"OC---,...,\ 2x BLKG / BEAM PER PLAN / I / / ) f i / / o e .... 4x6(FLAT)BLKG --- --=.- SHEAR WALL SHTG PER PLAN 11''"� �" �f �` �.,,,,,,\ HANGER PER 1JMML \�`�.\\\\\ \\\\\\\� \\\�,.\\\\\ \\\\\.\\\ \\\ TRUSS MANUF--------IL" ' AT BEAM 013"i it44 00 PROpk. SHEAR WALL '�ti ss 1 It SHTG PER PLAN Wc'�5 ��' NE. �o COIL STRAP PER PLANX 2x BLKG W/ 654+1 PE r 16d AT 8"OC 2x BLKG 401 . *"�' �► 3x6(FLAT)BLKG 1/2"SHTG W/8d — — ( -''� y. OREN //AT3"OC EDGES s O�/s29, ' .1C)� RYAN lt (.--- ) 10 4 1 I7 . EXPIRES: 12-31-2018 8 COIL STRAP ON ROOF 59-1.2 F SHTG PER PLAN ROOF TRUSS U No. Date Issue CMSTCI6 COIL STRAP W/ PER PLAN 2 09 2x17 FULL PERM{T SET\ ' ' (2)ROWS 10d AT 3"OC�`"~- , T { { { { { { { t { { { { { r { { { { r { { t { G 4,-,- 51 A A / — — -,-=-/ i ,-- - 60) - -- -5z- , ......„ X X , _ • A � -.-ill _ COIL STRAP PER 9/S9-1.2 I <� C IC N I ENSURE ADEQUATE WEB Q CLEARANCE FOR STRAP WALL(ASII Project Designer 8,-0« .. TO PASS THROUGH OCCURS) `- `- • 3-4 TRUSS WEBS I HANGER PER -->-<- Date (2)2x JOIST . I TRUSS MANUF 6.27.2017 ' Job Number 161194 ti 11( A34 EA SIDE TOP BEARING WALL AND BOT,EA END PER PLAN 6x10 BLKG Drawn By EA g AT BEARING WALL Checked By ARL 9LOFT COLLECTOR ELEVATION . 1 0 SECTION AT BLKG PANEL SECTION AT LOFT WALL SECTION AT LOFT FLOOR-ROOF Titre S9-1.2 I 3/4"=1'-0" S9-1.2 1 1/2"=1'-0" S9-1.2 I 1 112"=1'-0" 2 S9-12 I 1 1/2"= 1'-0" LOFT FRAMING DETAILS N I- - Sheet Number = 2 >- a. j . s i a S7-12 1 i 1 z \\01/ SIMVP , 1 AO ; - . fes ,J \ KEPHART community planning igh "Orr/ .7, architecture aril. l 2sss WALNUT STREET ICIFillief-/ ....1 DENVER,COLORADO80205 www kephart com SIM / . /// / Ire f ----SHEAR WALL SHTG PER PLAN •� / FULL HEIGHT STUD FRAMING 1/ Ila 12 /1 "I i i' iI SHEAR WALL SHTG PER PLAN _1- -1_ COtL STRAP PER 1/S9-1.3 ' 'S8-1.2 ' ' A TYP -,�- -�- -�r , 1 r MILLER �,j,. , ip. , - �� '�__ COIL STRAP PER 31 S9-L3 .., Arf . 4 TYP CONSULTING S9-1.3 .�" IrNGINI: RS ,i /ell° I / 1/ t: \si I4 -BEAM PER 1/59-1.3 "='� '�4� 9570 SW BARBUR BLVD. :i� 'I. 89A1/ ---BEAM PER 3 1 S9-1.3 SUITE ONE HUNDRED J 1 - -- I- PORTLAND, OR 97219 I II II 11 k IIII I �- - - -� ._ 7--r, -_ :mp.- -.4119' T 503.246.1250 IF 3'.4W ( 4x12 W/HUCQ410 3C---CMSTC16 COIL STRAP W/ 4, EA END 1 (2)ROWS 10d AT 3"OC CMSTC16 COIL STRAP WI r `-31/2"x 24"GLB 1 (2)ROWS 10d AT 3"OC 3'-4" SECTION AT LOFT FLOOR-VAULT SECTION AT STRAP PARTIAL WALL ELEVATION SECTION AT STRAP S9-1.3 ( 3/8.=1'-0" S9-1.3 I 1 112"= 1'-0" S9-1.3 I 318"=1'-0" S9-1.3 I 1 1/2"=1'-0" 0 4 IMMI P459-1.1 i . 1\/NI . Z 0 DIAPHRAGM EDGE NAILING _-SHEAR WALL PER PLAN t16d AT 8"OC .I .. IIVN. mi -.1 -''\\ ' 2x4(FIAT}BLKG -. X ROOF SHTG PER PLAN-� X\ANN. - Fridel M !--‘ ' ,,t \ S9-1.1 N. ROOF TRUSS : 1111.1111 H itLar`N s...\N.,..\.\,. ._11\ . ROOF BEYOND < P Cip ..., Mk A16d AT 8"OC ,.\\37 0. �,,,� 1'--1 ,--, (2) 16d (2)16d 0 .�"� L 7-7-; - - S9-1.3 ? 0 _---- 0 S8-1.2 r — — 11116" +,l-1 . ' . . ' '"s- , , . COIL STRAP PER �'� _ 5/S9-1.3 2x4 FLA BLKG AT 24"OC a { _ -iP.--( `IO 3\ , ,,- "—"-N___ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ____\___\---a--_\--i..._\ _\f•-�� CICIDC) "" W I ( 5 Q� ll 11 ii .. ii - 11 ill II 11 I , 1 .-------BEAM PER 5/S9-1.3 ��•�// �`1i 3•-0." 4x12 W/HUCQ4103'.4w r '``�--SHEAR WALL PER PLAN < C) EA END ` . 0% CMSTC16 COIL STRAP WI (11, (2)ROWS 10d AT 3"OC 5SECTION AT LOFT FLOOR-VAULT SECTION AT STRAP S9-1.3 I 3/8"=1'-0" S9-1.3 I 1 1/2'= I'-0" 1 �p PRpFF o„5*`�‘G 1 Nk'k. G3 cr 654f1PE I daiii y SORE •N ;JP' OP RYAN EXPIRES: 12-31 -2018 I 1 No. Date issue g 2 09.28.17 FULL PERMIT SET �� v i 3 e a m Project Architect g a Project Designer e Date 6.27.2017 6 . s m Job Number 161194 N Drawn By EA Checked By ARL Title r T O N LOFT FRAMING DETAILS I- Sheet Number 0 FE a. S9-'1 .3 ° t1 - UC