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<br />(ME FO% APPLY UNLMSHOM OTHEMISE ON THE PWIN&W
<br />1. ALL MATERIALS, NORKMAN5HIP DE516N, AND CONSTRUCTION SHALL CONFORM TO THE DRANIN65, SPECIFICATIONS, AND THE
<br />INTERNATIONAL 5UILDIN6 CODE (IBC) HITH NA5HINGTON STATE ADMINI5TRATIVE CODE AMENDMENTS, 2015 EDITION.
<br />2. DE516N LOADING CRITERIA:
<br />R15K 6ATE60RY 166 TABLE 1604.5 . . . . . . . . . . . . .
<br />ROOF 5NON LOAD . . . . . . . . . . . . . . . . . . . . . . .
<br />FLOOR LIVE LOAD (REC CENTER) . . . . . . . . . . . . . . . .
<br />FLOOR LIVE LOAD (RESIDENTIAL UNITS) . . . . . . . . . . . .
<br />FLOOR LIVE LOAD (COMMON USE/PUBLIC BALCONIES AND DE6K5) . .
<br />FLOOR LIVE LOAD (PRIVATE BALCONIES AND DE6K5) . . . . . . .
<br />FLOOR LIVE LOAD (RESIDENTIAL CORRIDORS) . . . . . . . . . .
<br />STAIR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . .
<br />6UARORAILS/6AL60NY RAILS . . . . . . . . . . . . . . . . . .
<br />MECHANICAL UNITS . . . . . . . . . . . . . . . . . . . . .
<br />II
<br />25 P5F ( I s = 1 .0)
<br />100 P5F
<br />40 P5F
<br />SAME AS OGCUPANGY SERVED
<br />60 PSF
<br />40 PSF (100 P5F AT PUBLIC ROOMS AND 6ORRIDOR5)
<br />100 P5F
<br />50 PLF OR 200 LB CONCENTRATED LOAD
<br />NE16HT5 FURNISHED BY MANUFACTURER
<br />EARTHQUAKE (NEN BUILDIN6 DES16N) . . . . . . . . . . . . . . 5E15MI6 DES16N 6ATE60RY D
<br />5 5 = I .26, 5 j = 0. 48, 5 p5 = 0. 64, 5 0. 4q
<br />LI6HT FRAMED HOOD 5TUCTURAL 5HEAR PANELS
<br />R 9 6.5, fl0= 2.5, 1 E = I.0
<br />DESIGN STORY DRIFT 2:0.02 * H
<br />HIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 MPH, EXPOSURE "5" I viz 1 .0, K zg ® 1 . 10
<br />NIND (6LADDIN6/ENGLO5URE ELEMENT DESIGN PRESSURES) . . . . . 50/1b PSF MAX. AT HALLS (LRFD/A5D)
<br />46/26 PSF 6RO55 UPLIFT AT ROOF (LRFD/A50)
<br />NIND PRESSURES BASED ON LE55 THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR HALL CORNERS OR ROOF ED6E5 (EXCLUDING
<br />CORNER ZONES AT ROOF). REDUCED DESIGN PRESSURES MAY BE GALGULATED IN AGGORDA%E WITH A56E 1=10 CHAPTER 50.
<br />SEE DRANIN65 FOR ADDITIONAL LOAOIN6 CRITERIA
<br />3. 5TRU6TURAL DRANIN65 5HALL BE USED IN GONJUNGTION KITH ARCHITECTURAL DRANIN65 AND ALL OTHER CONTRACT DOCUMENTS
<br />FOR BIDDIN6 AND 6ON5TRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL
<br />NOTIFY ARCHITECT OF ALL 0156REPANCIE5 PRIOR TO CONSTRUCTION, IT 15 THE 6ONTRA6TOR'5 RESPONSIBILITY TO COORDINATE
<br />BUILOIN6 LAYOUT DIMEN5IONS (6RID LAYOUTS, 5ITE COORDINATES, ETC.) AMON65T ALL TRADES, IN6LUDIN6 SHOP FABRICATED
<br />ITEMS.
<br />4. CONTRACTOR SHALL PROVIDE TEMPORARY BRAGIN6, BOTH FOR VERTICAL LOA95 AND LATERAL STABILITY, FOR THE STRUCTURE
<br />AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE HITH THE DRANIN65.
<br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
<br />REQUIRED TO PERFORM THE NORK.
<br />6. CONTRACTOR=INITIATED 6HAN6E5 SHALL BE SUBMITTED IN NRITIN6 TO THE ARGHITEGT AND STRUCTURAL EN6INEER FOR
<br />APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 6HAN6E5 SHORN ON SHOP DRANIN65 ONLY HILL NOT 5ATI5FY THI5
<br />REQUIREMENT.
<br />1. DRANIN65 INDICATE 6ENERAL AND TYPICAL DETAILS OF CONSTRUCTION, HHERE CONDITIONS ARE NOT 5PE6IFI6ALLY INDICATED
<br />BUT ARE OF 5IMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEN
<br />AND APPROVAL BY THE ARGHITEGT AND THE STRUCTURAL EN61NEER.
<br />b. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURIN6
<br />MANUFA6TURIN6, DELIVERY, HANDLING, 5TORA6E AND ERECTION IN ACCORDANCE HITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
<br />q. SEISMIC BRAGIN6 AND/OR 6RAVITY SUPPORT AND ANGHORA6E OF ALL MECHANICAL OR ELEGTRIGAL EQUIPMENT SHALL BE
<br />DE516NED BY A PROFE55IONAL EN61NEER RE6I5TERED IN THE STATE OF NA5HIN6TON, EXCEPT FOR ELEMENTS SPECIFICALLY SHORN
<br />AND DETAILED ON THE 5TRU6TURAL DRANIN65. THE MECHANICAL/ELEGTRIGAL GONTRAGTOR MUST HIRE THE EN61NEER AND 15
<br />RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF NECESSARY SUPPORTS, BRACING AND AN6HORA6E.
<br />SEISMIC BRACIN6 AND AN6HORA6E DE5I6N AND CONSTRUCTION SHALL COMPLY HITH CHAPTER 15 OF A56E 1-10. SEE 6ENERAL
<br />STRUCTURAL NOTE 15 FOR ADDITIONAL- INFORMATION.
<br />10. SHOP DRANIN65 FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, 6LUED
<br />LAMINATED MEMBERS, AND CONNECTOR PLATE HOOD ROOF TRU55E5 SHALL BE SUBMITTED TO THE ARGHITEGT AND STRUCTURAL
<br />EN61NEER FOR REVIEN PRIOR TO FABRICATION OF THESE ITEMS.
<br />11. SHOP DRANIN6 REVIEW: DIMEN5ION5 AND QUANTITIES ARE NOT REVIENED BY THE EN61NEER OF RECORD, AND THEREFORE MUST
<br />BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEN AND STAMP DRANIN65 PRIOR TO REVIEN BY EN61NEER OF
<br />RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED.
<br />SHOP DRANIN6 SUBMITTALS PROCESSED BY THE EN61NEER ARE NOT 6HAN6E ORDERS. THE PURP05E OF SHOP DRANIN6 SUBMITTALS
<br />BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE EN6INEER THAT THE CONTRACTOR UNDERSTANDS THE DE516N CONCEPT BY
<br />IN0I6ATIN6 NH16H MATERIAL 15 INTENDED TO BE FURNI5HEO AND INSTALLED AND BY DETAILIN6 THE INTENDED FABRICATION AND
<br />INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR 6ONFL16TS BETNEEN SHOP DRANIN6 SUBMITTALS AND THE
<br />CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRANIN6 SUBMITTALS ARE PR06E55ED BY THE EN6INEER,
<br />THE DE516N DRANIN65 AND SPECIFICATIONS SHALL CONTROL AND 5HALL BE FOLLONED.
<br />12. DEFERRED SUBMITTALS, SHALL BE DESIGNED BY AN EN61NEER RE6ISTERED IN THE STATE OF NASHIN6TON. THE COMPONENT
<br />DESI6NER SHALL BE A RE61STERED 5TRU6TURAL EN61NEER IF REQUIRED BY THE BUILDIN6 OFFICIAL OF THE LOCAL_
<br />JURISDICTION. BUILDIN6 COMPONENT SUBMITTALS SHALL INCLUDE THE DES16NIN6 PROFE55IONAL EN6INEER'5 STAMP, AND SHALL
<br />BE APPROVED BY THE COMPONENT DE516NER PRIOR TO 6UR50RY REVIEN BY THE EN61NEER OF RECORD FOR LOADS IMPOSED ON THE
<br />BA516 STRUCTURE, THE COMPONENT DE5I6NER 15 RESPONSIBLE FOR CODE CONFORMANCE IN6LUDIN6 ACCOMMODATION FOR
<br />STRUCTURAL DISPLACEMENT PER A56E 1-10 5E6TION 13.3.2. AND ALL NE6E55ARY 6ONNE6TION5 NOT SPECIFICALLY CALLED OUT
<br />ON ARGHITEGTURAL OR 5TRU6TURAL ORAHIN65. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS
<br />IMP05EP ON BA516 STRUCTURE. DE5I6N CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE CONTRACTOR SHALL
<br />FORNARD DEFERRED SUBMITTALS TO THE BUILDIN6 OFFICIAL WERE_- REQUIRED.
<br />THE FOLLONIN6 BUILDIN6 COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THI5 PROJECT:
<br />PRECAST STAIR TREA05
<br />SEISMIC HOLD-DOAN SYSTEM (SEE NOTE 56)
<br />PREFABRICATED CONNECTOR PLATE HOOD ROOF TRU55E5 (SEE NOTE 32)
<br />3. STATEMENT OF 5PE6IAL INSPECTIONS a STRUCTURAL ITEMS (SEISMIC DES16N 6ATE60RY D):
<br />DEFINITIONS:
<br />THE SEISMIC FORCE RE5I51IN6 SYSTEM FOR TH15 STRUCTURE CONSISTS PRIMARILY OF SHEAR WALLS, FLOOR/ROOF DIAPHRAGM5,
<br />AND STRUT MEMBERS AS 5PE6IFIED ON THE DRANIN65. SEE THE LE6ENO OF PLAN SHEETS FOR ADDITIONAL INFORMATION
<br />DEFINING MEMBER LOCATIONS.
<br />5PE6IAL INSPECTIONS AND TESTIN6 SHALL BE PERFORMED BY THE OWNER APPOINTED IN5PECTION A6EN6Y IN ACCORDANCE WITH
<br />CHAPTER 11 OF THE IBC KITH REPORTS PER I56 SECTION 1104.2.4 5UBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL
<br />EN61NEER, CONTRACTOR, AND BUILDIN6 OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TE5TIN6 I5 PERFORMED. THE5E
<br />INSPE6TION5 ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL
<br />INFORMATION.
<br />STRUCTURAL ITEMS 5PE6IAL I_N5PE6TION FREQUENCY IBC REFERENCE
<br />STRUCTURAL STEEL FABRICATION ERECTION AND NONDE5TRU6TIVE TESTIN6*
<br />SPECIAL INSPECTION AND NONDESTRUCTIVE TE5TIN6 FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY
<br />A55URAN6E (QA) INSPECTION REQUIREMENTS OF AI56 360-10 CHAPTER N. CONTINUOUS INSPECTION SHALL BE PERFORMED AT "P"
<br />TASK5 DEFINED IN AISC 560-10; PERIODIC INSPECTION SHALL BE PERFORMED AT "0" TASKS DEFINED IN A15C 560-10.
<br />CONCRETE (SEE 6ENERAL_ STRUCTURAL NOTE la FOR ADDITIONAL REQUIREMENT5)**
<br />REINFORCIN6 PLACEMENT
<br />PERIODIC AND PRIOR TO ALL CONCRETE POURS
<br />TABLE
<br />1105.5
<br />ITEM 1
<br />ANCHOR BOLT PLACEMENT
<br />PERIODIC AND PRIOR TO ALL CONCRETE POURS
<br />TABLE
<br />1105.5
<br />ITEM 5
<br />CONCRETE PLACEMENT"*
<br />6ONTINUOU5
<br />TABLE
<br />1105.5
<br />ITEM 5,641
<br />GURIN6 $ FORMHORK PROCEDURES
<br />PERIODIC
<br />TABLE
<br />1105.5
<br />ITEM 6,11412
<br />z of
<br />FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1`705.11.1 WO5.12.2" "
<br />HOLPOHN5, ETC. THE SEISMIC AND NIND FORCE RE5ISTIN6 SYSTEM
<br />INGLUDIN6 DIAPHRAGM5, SHEAR HALLS,
<br />STRUTS, � HOLOONN5
<br />PREFABRICATED CONNECTOR REVIEN OF TEMPORARY AND PERMANENT 1�05.5.2
<br />PLATE HOOD TRUSSES INSTALLATION BRAGIN6 FOR SPANS > 6OFT
<br />EXPANSION BOLTS 4 INSERTS PERIODIC INGLUDIN6 TORQUE TESTS IN ACCORDANCE TABLE 1105.5 ITEM 4
<br />HITH APPROVED ICG=ES REPORTS
<br />EPDXY GROUTED RODS OR RE5AR PERIODIC INGLUDIN6 INSPECTION OF EMBEDMENT TABLE 1105.3 ITEM 4,
<br />DEPTH AND HOLE 6LEANLINE55 PRIOR TO ALL AGI 51b-14 SECTION 116
<br />INSTALLATIONS
<br />50IL COMPACTION
<br />1105.6
<br />EX6EPTION5 1 THRU 5 PER IBC 5E6TION 1i05.3 SHALL NOT APPLY TO CONCRETE NOW ON THI5 PROJECT.
<br />FREQUENCY OF CONCRETE LABORATORY TESTIN6 SHALL BE IN ACCORDANCE HITH AGI 518-14 5E6TION 26.12.2 UNLE55
<br />OTHERHISE NOTED IN THE PROJECT SPEGIFIGATION5.
<br />*"* THE EXCEPTION FOR SHEATHING FASTENED AT A 5PACIN6 6REATER THAN 4"®c,5HALL NOT APPLY TO HOOD OR METAL
<br />FRAMIN6 ON THI5 PROJECT.
<br />SEISMIC DE5I6N REQUIREMENT5 PERIODIC 5PEGIAL IN5PEGTION
<br />ARCH, MECH, 4 ELEC ITEMS (A56E 1-10 CHAPTER 13) AS 5PE6IFIED PER IBG CHAPTER 11
<br />SUSPENDED 6EILIN65
<br />PARTITION HALLS
<br />ALL OTHER MEGHANIGAL AND
<br />ELECTRICAL COMPONENTS
<br />A56E 1-10 5E6TION 13.5.E
<br />A5GE 1-10 SECTION 15.5.E
<br />A56E 1®10 SECTION 15.6
<br />IN5PE6TION5 PER IBC SECTION 110 AND
<br />A56E 1 15.5.6.2.2 A5 REQUIRED
<br />REQUIRED DURIN6 ERECTION AND FA5TENIN6
<br />FOR HALLS > 15 PSF (IBC 1i05.12.5)
<br />NOT REQUIRED
<br />STRUCTURAL 055ERVATION IN ACCORDANCE HITH IBC SECTION 1104.6 HILL BE PERFORMED BY THE STRUCTURAL EN6INEER OF
<br />RECORD DURIN6 6ON5TRU6TION AT 516NIF16ANT 6ON5TRU6TION 5TA6E5 AND AT COMPLETION OF THE 5TRU6TURAL 5Y5TEM.
<br />5HEET NPEX OLDG. (5)
<br />STRUCTURAL 055ERVATION 6ON51STS OF VISUAL OBSERVATION FOR 6ENERAL CONFORMANCE TO THE 6ON5TRU6TION DOCUMENTS AND
<br />DOES NOT INCLUDE OR NAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY 5E6TIONS 110, 1104, OR OTHER
<br />51.01
<br />GENERAL T UCTU L N T 15
<br />SECTIONS OF THE IBC .
<br />51.02
<br />OFENERAL STRUCTURAL NOTES
<br />CONTRACTOR STATEMENT OF RESPONSIBILITY: CONTRACTOR SHALL SUBMIT A WRITTEN 5TATEMENT OF RESPON5IBIL-IT-Y IN
<br />1a0
<br />� T UGTU L N T H
<br />ACCORDANCE WITH ISG SECTION 1104.4 TO THE BUILOIN6 OFFICIAL AND OWNER PRIOR TO CONSTRUCTION AGKNONLE06IN6 THE
<br />5PE6IAL REQUIREMENT5 GONTAINED IN THE STATEMENT OF 5PE61AL INSPECTIONS.
<br />,1 01
<br />E3LP6. 6-LEVEL 1 FLOOR FRAMIN(5 PLAN
<br />52,160.2
<br />BLP6. -LEVEL 2 FLOOR FRAMIN6 PLAN
<br />.16.3
<br />L a (5-LEVEL 5 FLOOR FRAMIN6 PLAN
<br />,1 .4
<br />1L a -ROOF FRAMING PLAN
<br />14. FOUNDATION NOTES: 5U66RADE PREPARATION IN6LUDIN6 ORAINA6E, EXCAVATION, COMPACTION, AND FILLIN6 REQUIREMENT5,
<br />SHALL CONFORM STRICTLY HITH RE60MMENDATION5 6IVEN IN THE SOILS REPORT OR AS DIRECTED BY THE 6EOTE6HNI6AL
<br />5a01
<br />TYPICAL FOUNDATION TIL
<br />EN6INEER. FOOTIN65 SHALL BEAR ON FIRM, COMPETENT NATIVE SOIL, REGOMPACTED FILL OR NATIVE SOIL, OR NEN STRUCTURAL
<br />FILL AT LEAST la" BELON LOHE5T ADJACENT FINISHED GRADE. BACKFILL BEHIND ALL RETAININ6 HALLS HITH FREE DRAINING,
<br />55.02
<br />FOUNDATION VETAIL5
<br />6RANULAR FILL AND PROVIDE FOR 5U55URFA6E DRAINA6E A5 NOTED IN THE 6EOTECHNI6AL REPORT.
<br />ALLOWABLE SOIL PRE55URE 2,500 PSF
<br />901
<br />TPIL 0 F INO DETAILS
<br />LATERAL EARTH PRE55URE (RESTRAINED/UNRE5TRAINED). . . . . . . . . . . . . . . . 35 PT/ 50 PT
<br />56.02
<br />FLOOR FRAMING DETAILS
<br />SOI L PROFILE TYPE 5ITE 6LA55 D
<br />56.03
<br />FLOOR FRAMIN6 DETAILS
<br />6EOTE6HNI6AL REPORT REFERENCE: "EARTH SOLUTIONS NH, PROP05ED RE5IDENTIAL APARTMENT COMPLEX, 1602-1626 EAST
<br />56e04
<br />ROOF FRAMING OF -TAILS
<br />MARINE VIEN DRIVE, EVERETT, NA5HIN6TON, PROJECT #E5-4g56.05 A6U6U5T 1, 2011.
<br />56.05
<br />ROOF FRAMINGDETAILS
<br />56.06 5HEAR Y4ALL, HOLPOY4N SGHEVULES 4 PETAIL-5
<br />JOH SO UNDINC.
<br />15200 62nd Ave. South
<br />Suite 300
<br />Seattle, WA 93138
<br />Phone 206.766.8300
<br />www.johnsonbraund.com
<br />ARCHITECTURE
<br />INTERIOR DESIGN
<br />Greg L. AWne, AIA
<br />Jeffrey A. Williams, AIA
<br />801 SECOND AVENUE -SUITE 900
<br />SEATTLE, WA 98104
<br />P: 206/343-0460
<br />F: 206/343_569 I
<br />A CONSULTING
<br />STRUCTURAL AND CIVIL
<br />ENGINEERING CORPORATION
<br />1
<br />1
<br />ISSUE ®ATE: Issue Dote
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<br />PROJECT 4: S132046-03
<br />DRAWN BY: JAT
<br />CHECKED BY: CIVIL,
<br />GENERAL
<br />STRUCTURAL NOTES
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