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<br />CRITERIA@-
<br />1, ALL MATERIALS WORKMAN5HIP DE516N AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, 5PE6IFICATION5, AND THE
<br />INTERNATIONAL BUILDIN6 CODE (IBC) WITH WA5HIN6TON 5TATE ADMIN15TRATIVE CODE AMFNDMENT5, 2015 EDITION.
<br />2. DE516N LOADIN6 CRITERIA:
<br />ROOF 5NOW LOAD . . . . . . . . 25 P5F ( I 9 = 1.0)
<br />FLOOR LIVE LOAD (REG CENTER) . . . . . . . . 100 P5F
<br />FLOOR LIVE LOAD (RESIDENTIAL UNITS) . . . . . . . 40 P5F
<br />FLOOR LIVE LOAD (COMMON U5E/PUBLI6 BALCONIES AND 0E6K5) SAME A5 OCCUPANCY 5ERVED
<br />FLOOR LIVE LOAD (PRIVATE BALCONIES AND DECKS) 60 P5F
<br />FLOOR LIVE LOAD (RESIDENTIAL CORRIDORS) . . . , . . 40 P5F (100 P5F AT PUBLIC ROOMS AND CORRIDOR5)
<br />5TA I R LIVE LOAD . . . . . . . . . . . . . . . . . . . . 100 P5F
<br />6UARDRAIL5/BALCONY RAIL5 . . . . . . 50 PLF OR 200 LB CONCENTRATED LOAD
<br />MECHANICAL UNITS . . . . . . . . . WE16HT5 FURNI5HEO BY MANUFACTURER
<br />EARTHQUAKE (NEW BUILDIN6 DE5IGN) . . . . . . . . . . 5EI5M16 DE516N 6ATE60RY 0
<br />5 9 �1.26,59=0.46,5 p5 = 0.64,5 0.41
<br />L16HT FRAMED WOOD 5TUCTURAL SHEAR PANELS
<br />R f 6.5, no � 2.5, 1E0 1.0
<br />DE516N STORY DRIFT p0.02 * H
<br />WIND . . . . . . . . . . . . . . . . . . . . . . . . 110 MPH, EXP05URE 11611,1 W = 1.0, Kzt= 1.10
<br />WIND (CLAPDIN6/EN6LO5URE ELEMENT DE516N PRE55URE5) . . . . 50/16 P5F MAX. AT WALL5 (LRF0/A5D)
<br />46/26 P5F 6RO55 UPLIFT AT ROOF (LRFD/A5D)
<br />WIND PRE55URE5 BA5ED ON LE55 THAN 10 5QUARE FOOT TRIBUTARY AREA5 NEAR WALL CORNER5 OR ROOF E06E5 (EXGLUDIN6
<br />CORNER ZONES AT ROOF). REDUCED DE516N PRE55URE5 MAY BE CALCULATED IN ACCORDANCE WITH A56E 1-10 CHAPTER 30.
<br />SEE PRAHIN65 FOR ADDITIONAL LOADIN6 CRITERIA
<br />3. STRUCTURAL PRANIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL PRAHIN65 AND ALL OTHER CONTRACT 006UMENT5
<br />FOR BIDDING AND CON5TRU6TION. CONTRACTOR 5HALL VERIFY DIMEN5ION5 AND 6ONDITION5 FOR COMPATIBILITY AND 5HALL
<br />NOTIFY ARCHITECT OF ALL D156REPANCIE5 PRIOR TO CONSTRUCTION, IT I5 THE CONTRACTOR'S RE5PON5151LITY TO COORDINATE
<br />BUILDING LAYOUT DIMEN51ON5 (GRID LAYOUTS, 51TE COORDINATES, ETC.) AMON65T ALL TRADES; INGLUDIN6 SHOP FABRICATED
<br />ITEMS.
<br />4. CONTRACTOR SHALL PROVIDE TEMPORARY BRA6IN6, BOTH FOR VERTICAL LOAD5 AND LATERAL STABILITY, FOR THE STRUCTURE
<br />AND STRUCTURAL 6OMPONENT5 UNTIL ALL FINAL 6ONNE6TION5 HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWIN65,
<br />5. CONTRACTOR 5HALL BE RE5PON51BLE FOR ALL 5AFETY PRECAUTION5 AND THE METHOD5, TECHNIQUES, 5FQUENCE5 OR PROCEDURES
<br />REQUIRED TO PERFORM THE WORK.
<br />6. GONTRAGTOR-INITIATED 6HAN6E5 5HALL BE SUBMITTED IN WRITIN6 TO THE ARCHITECT AND STRUCTURAL EN61NEER FOR
<br />APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 6HAN6E5 5HOWN ON SHOP PRAHIN65 ONLY WILL NOT 5AT15FY TH15
<br />REQUIREMENT.
<br />1. PRAHIN65 INDICATE OENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE 6ONDITION5 ARE NOT 5PECIFICALLY INDICATED
<br />BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, 51MILAR DETAIL5 OF CONSTRUCTION 5HALL BE USED, SUBJECT TO REVIEW
<br />AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL EN61NEER,
<br />S. ALL STRUCTURAL SYSTEMS COMP05ED OF 00MPONENT5 TO BE FIELD ERECTED 5HALL BE 5UPERVI5ED BY THE SUPPLIER DURIN6
<br />MANUFA6TURIN6, DELIVERY, HANDLIN6, 5TORA6E AND ERECTION IN ACCORDANCE WITH IN5TRU6TION5 PREPARED BY THE SUPPLIER.
<br />1. SEISMIC BRACIN6 AND/OR 6RAVITY SUPPORT AND AN6HORA6E OF ALL MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE
<br />DE5I6NED BY A PROFE55IONAL EN6INEER RE615TERED IN THE STATE OF WA5HIN6TON, EXCEPT FOR ELEMENT5 5PECIF16ALLY 5HOWN
<br />AND DETAILED ON THE STRUCTURAL DRAWIN65. THE MECHANICAL/ELECTRICAL CONTRACTOR MUST HIRE THE EN6INEER AND 15
<br />RESPONSIBLE FOR ALL G05T5 RELATED TO THE PURCHASE AND INSTALLATION OF NECE55ARY SUPPORTS, BRACING AND ANCHORA6E.
<br />5EI5MI6 5RA61% AND ANCHORAGE DE516N AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF A56E 1-10. SEE 6ENERAL
<br />STRUCTURAL NOTE 13 FOR ADDITIONAL INFORMATION.
<br />10. SHOP PRAHIN65 FOR RFINFOR61% STEEL (FOR BOTH CONCRETE AND MA50N Y CONSTRUCTION), STRUCTURAL. STEEL, 6LUED
<br />LAMINATED MEMBERS, AND CONNECTOR PLATE WOOD ROOF TRU55E5 SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL
<br />EN6INEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEM5.
<br />11. SHOP DRAWIN6 REVIEW: DIMEN51ON5 AND QUANTITIES ARE NOT REVIEWED BY THE EN61NEER OF RECORD, AND THEREFORE MUST
<br />BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWIN65 PRIOR TO REVIEW 5Y EN61NEER OF
<br />RECORD. 5UBMITTAL5 SHALL INCLUDE A REPROPU61BLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED.
<br />SHOP DRAWIN6 5UBMITTAL5 PROCE55ED BY THE EN61NEER ARE NOT CHANGE ORDER5. THE PURP05E OF SHOP DRAWIN6 5UBMITTAL5
<br />BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE EN61NEER THAT THE CONTRACTOR UNDER5TAND5 THE DE516N CONCEPT BY
<br />INDI6ATIN6 WHICH MATERIAL 15 INTENDED TO BE FURNI5HEP AND IN5TALLED AND BY DETAILIN6 THE INTENDED FABRICATION AND
<br />INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR 6ONFLI6T5 BETWEEN SHOP DRAWIN6 5UBMITTAL5 AND THE
<br />CONTRACT DOGUMENT5 ARE P156OVERED EITHER PRIOR TO OR AFTER 5HOP 3RANIN6 5UBMITTAL5 ARE PROCE55ED 5Y THE EN6INEER
<br />THE DE516N PRAHIN65 AND 5PE6IFICATION5 5HALL CONTROL AND SHALL BE FOLLOWED,
<br />12. DEFERRED 5UBMITTAL5; SHALL BE DE516NED BY AN EN61NEER RE615TERED IN THE STATE OF HAW NFON. THE COMPONENT
<br />DE516NER SHALL BE A RE6I5TERED 5TRUCTURAL EN61NEER IF REQUIRED BY THE BUILDIN6 OFFICIAL OF THE LOCAL
<br />JURISDICTION. SUILDIN6 COMPONENT 5UBMITTAL5 SHALL INCLUDE THE DE516NIN6 PROFE55IONAL EN6INEER'5 STAMP, AND SHALL
<br />BE APPROVED BY THE COMPONENT DE5I6NER PRIOR TO 6UR50RY REVIEW BY THE EN61NEER OF RECORD FOR LOADS IMP05ED ON THE
<br />BASK STRUCTURE. THE COMPONENT PE516NER 15 RE5PON5IBLE FOR CURE CONFORMANCE IN6LUDIN6 ACCOMMODATION FOR
<br />5TRUGTURAL 015PLACEMENT PER A56E 1-10 SECTION 13.5.2. AND ALL NE6E55ARY CONNECTIONS NOT 5PE6IFICALLY GALLED OUT
<br />ON ARCHITECTURAL OR STRUCTURAL PRAHIN65. DEFERRED SUBMITTALS SHALL INDICATE MA6NITUDE AND DIRECTION OF ALL LOADS
<br />IMPOSED ON BA516 STRUCTURE. DE516N 6AL6ULATION5 SHALL BE INCLUDED IN THE SUBMITTAL. THE CONTRACTOR SHALL
<br />FORWARD DEFERRED 5UBMITTAL5 TO THE BUILDIN6 OFFICIAL WHERE REQUIRED.
<br />THE FOLLUWIN6 BUILDIN6 6OMPONENT5 5HALL BE DEFERRED 5UBMITTAL5 FOR THI5 PROJECT:
<br />PRECAST STAIR TREADS
<br />SEISMIC HOLD -GOWN SYSTEM (SEE NOTE 56)
<br />PREFABRICATED CONNECTOR PLATE WOOD ROOF TRU55E5 (5EE NOTE 32)
<br />5TAlMMENT OF 5PECIAL I
<br />15. 5TATEMENT OF 5PE61AL IN5PECTION5 - 5TRUCTURAL ITEM5 (SEISMIC PE5I6N 6ATE60RY D):
<br />DEFINITION5:
<br />THE SEISMIC FORCE RE515TIN6 SYSTEM FOR TH15 STRUCTURE 6ON5I5T5 PRIMARILY OF SHEAR WALL5, FLOOR/ROOF DIAPHRA6M5,
<br />AND STRUT MEMBERS A5 SPECIFIED ON THE PRAHIN65. SEE THE LE6END OF PLAN SHEETS FOR ADDITIONAL INFORMATION
<br />DEFININ6 MEMBER LOCATIONS.
<br />SPECIAL IN5PE6TION5 AND TE5TIN6 SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION A6EN6Y IN ACCORDANCE WITH
<br />CHAPTER 11 OF THE IBC WITH REPORTS PER 166 SECTION 1104.2.4 SUBMITTED TO THE OWNER, ARCHITECT, 5TRU6TURAL
<br />EN61NEER, CONTRACTOR, AND BUILDIN6 OFFICIAL FOR EACH DAY 5PE61AL IN5PE6TION5 OR TE5TIN6 IS PERFORMED, THE5E
<br />IN5PECTION5 ARE IN ADDITION TO THE IN5PE6TION5 SPECIFIED IN 166 SECTION 110. 5FE TABLES BELOW FOR ADDITIONAL
<br />INFORMATION.
<br />STRUCTURAL ITEMS 5FE61AL INSPECTION FREQUENCY 166 REFERENCE
<br />STRUCTURAL STEEL FABRICATION,ERECTION AND NONDE5TRUCTIVE TE5TIN6*
<br />5PE61AL INSPECTION AND NONVE5TRUCTIVE TE5TIN6 FOR STRUCTURAL 5TEEL 5HALL BE IN A66ORDANGE WITH THE QUALITY
<br />ASSURANCE (QA) INSPECTION REQUIREMENTS OF AI56 360-10 CHAPTER N. CONTINUOUS IN5PE6TION 5HALL BE PERFORMED AT "P"
<br />TA5K5 DEFINED IN A15C 360-10; PERIODIC INSPECTION SHALL BE PERFORMED AT "0' TA5K5 DEFINED IN AI56 560-10.
<br />CONCRETE (SEE 6ENERAL STRUCTURAL NOTE 1q FOR ADDITIONAL REQUIREMENTS*
<br />REINFORCIN6 PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1105.3 ITEM 1
<br />ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL 60NC TE POUR5 TABLE 1105.3 ITEM 3
<br />CONCRETE PLACEMENT"* 6ONTINUOU5 TABLE 1105.3 ITEM 5,641
<br />CURIN6 # FORMWORK PR06EDURE5 PERIODIC TABLE 1105.3 ITEM 6,11412
<br />WOOD
<br />FA5TENER5, BOLTS, STRAPS, PERIODIC FOR 6ONNECTION5 OF ALL MEMBERS OF 1105.11.141105.12.2" "
<br />HOLDOWN5, ETC. THE 5E15MI6 AND WIND FORGE RE515TIN6 SYSTEM
<br />INGLUDIN6 OIAPHA6M5, SHEAR HALLS,
<br />5TRUT5, 4 HOLPOWN5
<br />PREFABRICATED CONNECTOR REVIEW OF TEMPORARY AND PERMANENT 1105.5.2
<br />PLATE WOOD TRU55E5 INSTALLATION BRACIN6 FOR 5PAN5 > 6OFT
<br />EXPAN51ON BOLTS 4 IN5ERT5 PERIODIC INGLUDIN6 TORQUE TE5T5 IN ACCORDANCE TABLE 1103.3 ITEM 4
<br />WITH APPROVED I66-E5 REPORTS
<br />EPDXY 6ROUTED ROD5 OR REBAR PERIODIC IN6LUDIN6 INSPECTION OF EMBEDMENT TABLE 1105.5 ITEM 4,
<br />DEPTH AND HOLE 6LEANLINE55 PRIOR TO ALL A61 31b-14 SECTION 11.6
<br />INSTALLATIONS
<br />501L COMPACTION CONTINUOUS 1105.6
<br />EXCEPTIONS 1 THRU 5 PER IBC SECTION 110.3 SHALL NOT APPLY TO CONCRETE WORK ON THI5 PROJECT.
<br />FREQUENCY OF CONCRETE LABORATORY TE5TIN6 5HALL BE IN ACCORDANCE WITH AGI 316-14 SECTION 26,12.2 UNLE55
<br />OTHERN15E NOTED IN THE PROJECT SPECIFICATIONS.
<br />*#*' THE EXCEPTION FOR 5HEATHIN6 FASTENED AT A 5PACIN6 GREATER THAN 4"or, SHALL NOT APPLY TO WOOD OR METAL
<br />FRAMIN6 ON TH15 PROJECT.
<br />SEISMIC PE516N REQUIREMENTS PERIODIC SPECIAL INSPECTION
<br />ARCH MECH 4 ELEC ITEM5 (ASCE 1-10 CHAPTER 13) AS 5PE61FIEP PER 166 CHAPTER 11
<br />SUSPENDED 6EILIN65 A56E 1-10 SECTION 13.5.6 INSPECTIONS PER IBC 5E6TION 110 AND
<br />A56E 1 13.5.6.2.2 AS REQUIRED
<br />PARTITION WALL5 A56E 1-10 SECTION 13.5.8 REQUIRED OURIN6 ERECTION AND FA5TENIN6
<br />FOR WALL5 > 15 P5F (IB( 1105.12.5)
<br />ALL OTHER MECHANICAL AND A56E 1-10 SECTION 13.6 NOT REQUIRED
<br />ELECTRICAL 6UMPONENT5
<br />5TRU6TURAL OBSERVATION IN A66ORPANCE WITH 156 SECTION 1104.6 WILL BE PERFORMED BY THE STRUCTURAL EN61NEER OF
<br />RECORD OURIN6 CONSTRUCTION AT 5I6NIFIOANT CONSTRUCTION 5TA6E5 AND AT COMPLETION OF THE 5TRU6TURAL SYSTEM,
<br />5TRU6TURAL 055ERVATION 6ON515T5 OF V15UAL 085ERVATION FOR 6ENERAL CONFORMANCE TO THE CON5TRU6TION DOCUMENT5 AND
<br />DOE5 NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE IN5PE6TION5 REQUIRED BY 5E6TION5 110, 1104, OR OTHER
<br />5EGTION5 OF THE 156.
<br />CONTRACTOR STATEMENT OF RE5PON51BILITY: CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN
<br />ACCORDANCE WITH 166 SECTION 1104,4 TO THE BUILDIN6 OFFICIAL AND OWNER PRIOR TO CONSTRUCTION A6KNOWLED61% THE
<br />SPECIAL REQUIREMENTS CONTAINED IN THE 5TATEMENT OF SPECIAL IN5PE6TION5.
<br />GEOTECHNICAL:
<br />14. FOUNDATION NOTES: 506RADE PREPARATION INGLUDIN6 URAINA6E, EXCAVATION, COMPACTION, AND FILLIN6 REQUIREMENT5,
<br />SHALL CONFORM 5TR16TLY WITH RE60MMENDATION5 61VEN IN THE 50IL5 REPORT OR A5 DIRECTED BY THE 6EOTECHNI6AL
<br />EN61NEER. FOOTIN65 SHALL BEAR ON FIRM, COMPETENT NATIVE 501L, RE60MPACTED FILL OR NATIVE 501L, OR NEW 5TRU6TURAL
<br />FILL AT LEAST 1b" BELOW LONE5T ADJACENT FINI5HED 6RAPE. BACKFILL BEHIND ALL RETAININ6 HALLS, WITH FREE DRAININ6,
<br />6ANULAR FILL AND PROVIDE FOR SUBSURFACE DRA.AINA6E A5 NOTED IN THE 6EOTE6HNI6AL REPORT.
<br />ALLOWABLE 50IL PRESSURE . . 2,500 P5F
<br />LATERAL EARTH PRE55URE (RE5TPAINEO/UNRE5TRAINED). . .. . . . . . 35 PCF/ 50 PCF
<br />50I L PROFILE TYRE . .. .. .. .. . . . . . . . . . . . 51 TE 6LA55 D
<br />6EOTE6HNICAL REPORT REFERENCE: "EARTH 5OLUTION5 NH, PROP05ED RE5IDENTIAL APARTMENT COMPLEX, 1602-1626 EAST
<br />MARINE VIEW DRIVE, EVERETT, WA5HIN6TON, PROJECT #E5-413b.05 A6U6U5T 1, 2011.
<br />01 m 1 TRASH ENCL05UREIII&
<br />FOUNDATION53.01 TYPICAL
<br />53.02 FOUNDATION DETAILS
<br />JOHNSJOHNSON BRAUNDINC.
<br />15200 52nd Ave. South
<br />Suite 300
<br />Seattle, WA 03183
<br />Phone 206.766,8300
<br />w wwr.johnsonbraund.com
<br />ARCHITECTURE
<br />INTERIOR DESIGN
<br />Greg L. Allwine, AIA
<br />Jeffrey A. Williams, AIA
<br />Mgt I SECOND k I'
<br />SEATTLE,98104
<br />P 206/343-0460
<br />A CONSULTING
<br />STRUCTURAL ARID CIVIL
<br />ENGINEERING CORPORATION
<br />I
<br />ISSUE ®ATE: Issue Date
<br />PROJECT #:
<br />DRAWN N BY:
<br />CHECKED BY:
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