|
5UILDING CODE
<br />20 16 INTERNATIONAL BUILDING CODE
<br />FLOOR LOAD
<br />DEAD LOAD, 12 p5f
<br />LIVE LOAD. 40 p5T'
<br />ROOF� LOAD
<br />DEAD LOAD: 15 p5f
<br />I'LAT ROOF SNOW LOAD: 25 p5f
<br />SNOW EXPOSURE FACTOR (Cc): 1. 1
<br />SNOW LOAD IMPORTANCE FACTOR (15). 1.0
<br />THERMAL FACTOR (Ct):, 1. 1
<br />WIND DE51GN DATA
<br />I � BASIC WIND SPEED: I 10 MPH
<br />2. WIND IMPORTANCE FACTOR (1w)- I �O
<br />BUILDING CATEGORY: �l
<br />3. WIND FXPO5URE:5
<br />4� Kzt = 1.38
<br />5. INTERNAL PRESSURE COFf FICIENT: NA
<br />G. APPLICA5LF_ WIND PRESSURE FOR
<br />COMPONENTS AND CLADDING: NA
<br />5E51MIC DESIGN DATA
<br />I. SEISMIC IMPORTANCE- FACTOR. 1.0
<br />SEISMIC USE GROUP-. 1
<br />2. SPECTRAL RESPONSE ACCELERATION (55): 125.2% G
<br />3� 51TE CLASS: D (ASSUMED)
<br />4. SPECTRAL RESPONSE COEFFICIENTS (5D5)� 83�4%G,
<br />5. SEISMIC DESIGN CATEGORY: D
<br />G� BASIC 5EI5MIC-FORC[--RE5I5TING SYSTEM: SMEARWALL5
<br />7. DESIGN BASE SHEAR.: SEE CALCULATIONS
<br />8. 5EISM IC RESPONSE CO'Ef f ICIENT (C5): 0* 126
<br />3. RESPONSE MODIff ICATION FACTOR (R). G. 5
<br />10. ANALY515 PROCEDURE USED: EQUIVALENT LATERAL FORCE
<br />PROCEDURE
<br />ffRAMING LUM5ER
<br />I . FRAMING LUMBER SHALL BE HEM-fiR NO� 2. GRADES ARE TYPICAL
<br />UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO 5E GRADE MARKED
<br />PER WCL15 SPECIFICATIONS.
<br />2. STRUCTURAL 5HEAThING,5hALL BE APA RATED PLYWOOD, EXPOSURE
<br />I SHEATHING CONFORMING TO EITHER, COMMERCIAL STANDARDS
<br />t"51-83, APA PRP- � 08, OR VOLUNTARY PRODUCT STANDARD P5E-02,
<br />PROVIDE A MINIMUM Of Y,5" EDGE D15TANCF ON ALL NAILS ANDY,5"
<br />EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING
<br />REQUIREMENTS ARE AS FOLLOWS:
<br />ROOF SHEATHING TO BE%2" INT-APA RATED PLYWOOD OR 7/1,s" 05,B
<br />WITH EXTE-RiOR. GLUE, P�I. 2410. NAIL WITH 8cl NAILS AT C-11 ON
<br />CENTER AT PANEL EDGff5 AND 12" ON Cff NTER AT INTERMEDIATE
<br />MEM5FR5.
<br />SUB FLOORING TO 5E 3/4" TONGUE AND GROOVE C-D INT-APA
<br />RATE[) PLYWOOD OR 055 WITH EXTERIOR GLUE, F.I. 45/24. GLUE
<br />AND NAIL WITH I Ocl NAILS AT G" ON CENTER AT PANE-L EDGES AND
<br />12" ON CENTER AT INTERMEDIATE MEMBERS.
<br />3. NAILING SHALL CONFORM TO TABLE 2304.3. 1 OF THE
<br />INTERNATIONAL BUILDING CODE UNLE55 NOTED OTHERWISE. USE
<br />COMMON NAILS THROUGHOUT UNLE55 NOTED OTHERWISE.
<br />4, NO STRUCTURAL MEMBER SHALL 5E CUT OR NOTCHED UNLESS
<br />SPECIFICALLY DETAILED OR APPROVE[), IN WRITING BY THE STRUCTURAL
<br />ENGINE ER.
<br />5� PROVIDE PROPERLY 512ED WASHERS UNDER HEADS AND NUTS OF
<br />ALL 5OLT5 AND LAG SCREW5 5EARING ON WOOD.
<br />G. PROVIDE 3`x3NO.225" \N"ASHER5 AT ALL ANCHOR BOLTS,
<br />7'. BOLT HOLES SHALL BE NOMINAL DIAMETER Of 13OLT PLUS UNLF55
<br />NOTED OTHERWISE, LAG BOLT PILOT HOLES SHALL BE PRE-DR�LLED TO
<br />GO% OF THE NOMINAL DIAMETER Of THE LAG 5OLT UNLE55 NOTED
<br />OTHERWISE.
<br />ALL SILL PLATE5 SHALL BE BOLTED TO THE FOUNDATION WITH 5/8U
<br />MINIMUM DIAMETER BOLTS 5PACED AT A MAXIMUM Off 45" ON CENTER,
<br />BOLTS MU5T 5E EMBEDDED A MINIMUM OF 77" INTO CONCRETE OF,'
<br />MASONRY. SEE PLANS AND DETAILS FOR 5PECIF�C REQUIREMENTS
<br />WHERE APPLICA5LF.
<br />a. RIM J015T 15 TO BE 114" L5L MINIMUM,
<br />10. PROVIDE DOU13LE JOIST UNDER ALL PARALLEL PARTITION WALLS
<br />AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALL5.
<br />I I. CONTACT THIS Off FICE PRIOR TO MAKING ANY CHANGES TO THESE
<br />DETAIL5�
<br />FOUNI)ATION5
<br />1. THE FOUNDATION DESIGN 15 BASED ON THE RffCOMMENDATION IN
<br />THE GE-0 GROUP NORTHWEST, INC, REPORT G-3�G85, DATE 1) JULY 7,
<br />2014�
<br />2� THff FOUNDATION DE51GN 15 BASED ON THE FOLLOWING VALUES:
<br />ALLOW. SOIL BEARING 1500 P_9ff
<br />SOIL FR�CTION
<br />EQUIV. FLUID PR�E55URF5
<br />ACTIVE PRESSURE* 35 PCff
<br />PASSIVE PRESSURE 250 PCf
<br />3. ALL FOOTINGS; SHALL BE FOUNDED AT LEAST 15" BELOW THE
<br />UNDISTUR15ED GROUND SURFACE OR TO I`ROST DEPTH. ALL FOOTINGS
<br />51-IALL 5E FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL
<br />GRADE UNLESS OTHffRV/15ff NOTED.
<br />4. SEE GEOTE-CHNICAL REPORT FOP, FILL AND COMPACTION
<br />REQUIREMENTS.
<br />CONCRETE
<br />1. ALL CONCRETE UNLF-55 OTHERW15E NOTED5HALL BE REGULAR
<br />kh/T=lr�4-r 1-4 DM D#-W-
<br />5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE
<br />SECURE LY TIED IN PLACE 5EFOPff CONCRETE 15 POURED. 5LA5 ON
<br />GRADE REINFORCEMENT 51-IALL BE PLACED AT Mil) -DEPTH OF SLAB AND
<br />SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING
<br />PLACING OF THE CONCRETE,
<br />F\00� TRU55
<br />I,, THE TRUSSES SHALL BE DE-51GNED BY THE FA5RICATOR TO FIT
<br />DIMENSIONS AND LOADS INDICATED ON THE PLANS AND IN THE
<br />STRUCTURAL NOTES. ALL DESIGNS SHALL BE IN ACCORDANCE WITH
<br />ALLOWA15LE VALUES ASSIGNED 5Y THE BUILDING CODE. CONCENTRATED
<br />MECHANICAL P\00f� LOADS SHALL DE INCLUDED IN THE DESIGN. VFRIFY
<br />WFIGHT'5 AND LOCATIONS WITH THE ARCHITECT, SHOP DRAWINGS
<br />MUST BF RETAINED AT THE JOB SITE AND AVAILA13LE TO THE BUILDING
<br />INSPECTOR fOR, REFERENCE, THE TRUSS CALCULATION PACKAGE SHALL
<br />BE DESIGNED UNDER THE DIRECT SUPERVISION Of A PROF E5510NAL
<br />ENGINEff R LICE N5FD IN THE STATE OF WASHINGTON. THE TRU55
<br />ENGINEER SMALL A55UMF ALL RESPONSIBILITY FOP, THE WORK OF ALL
<br />51-15ORDINATE5 INVOLVED IN THE FREPARATION Of THE TRUSS,
<br />PLACEMENT PLANS AND THE TRUSS DESIGN DRAWINGS.
<br />�\ " I L- k � �-JU I k�l ) k,7Q7Nl_0M I L 0Fl/--\LL �.,UN FU M I U
<br />2. 511OF DRAWINGS AND CALCULATIONS SHALL BE 5U15MITTFD TO THE
<br />A5TM C33 WITH PROVEN 5HRINKAGE CHARACTERISTICS OF LE55 THAN'
<br />ENGINEER FOR APPROVAL PRIOR TO IABRICATION, DRAWINGS AND
<br />0.05%.
<br />CALCULAT01\15 5MALL 13E 5TAMPff D AND SIGNED BY A REGISTERED
<br />2. ALL CONCRETE IDE51GN 15 BASED ON A 25 DAY COMPRESSIVE
<br />PROF ESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL
<br />STRENGTH (f'c) Off 2500 PSI. WHERE 3000 P51 CONCRETE 15 REQUIRED
<br />DIMENSIONS AS WELL AS THE LOADS THE TRU55E5 ARE DESIGNED TO
<br />BY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO
<br />SUPPORT. THE TRUSSES, ARE TO 15E FRECTED AND INSTALLED IN
<br />SPECIAL IN5PECTION 15 REQUIRED.
<br />ACCORDANCE WITH THE PLANS, APPROVED fADRICATOR, DRAWINGS,
<br />AND INSTALLATION 5UGGff5TION5. CONTRACTOR SHALL GIVE
<br />3. CEMENT SHALL CONFORM TO A5TM C 150, TYPE I, CSA NORMAL.
<br />NOTIFICATION PRIOR TO ENCLOSING THE TRU55ES TO PROVIDE AN
<br />OPPORTUNITY FOP, INSPECTION OF THE INSTALLATION. DESIGN AND
<br />4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK,
<br />PROVIDE BRIDGING BETWEEN THE TRUSSES, CONTINUOUS LATERAL
<br />BRACING AND DIAGONAL BRACING PEP, TRUSS PLATE INSTITUTE
<br />5. PLACEMENT Of CONCRETE SHALL BE IN CONFORMANCE WITH ACI
<br />RECOM MEN DATI ON5. SHOP DRAWINGS MAY CONTAIN THE
<br />301,
<br />MANUFACTURERS ENGINEERING RESPON-91BILITY LIMITATIONS.
<br />HOWEVER, THEY SMALL MAKE NO 5TATEMENT AS TO THE ff NGINFER Of
<br />G. CONCRETE- SHALL 13E MAINTAINED IN A M015T CONDITION FOR A
<br />RffCORD RESPONSIBILITIES.
<br />MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS
<br />WILL 13E APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURE D
<br />GENEKAL
<br />7. KEYED CONSTRUCTION JOINTS SHALL bff USED IN ALL CASF5. ALL
<br />1, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
<br />CONSTRUCTION JOINT5 SMALL BE THOROUGHLY CLEANED AND ALL
<br />CONTRACT DRAWINGS.
<br />LAITANCE SHALL DE REMOVED. ALL VERTICAL JOINTS SHALL 13E
<br />THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT
<br />2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SMALL 5E
<br />IMMEDIATE LY BE ffORff PLACING NEW CONCRETE.
<br />RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR
<br />SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN
<br />5U5MIT LOCATION OF POUR, JOINTS PRIOR TO PLACEMENT. POUR
<br />ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
<br />JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS Of SHRINKAGE AS
<br />ORD�NANCE5. ANY DEVIATION MUST BE APPROVED PRIOR TO
<br />WELL AS PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR
<br />ERECTION.
<br />JOI NT5 15 400 Sff
<br />3. ALL ERECTION PROCEDURES 5HALLCONFORM TO OSHA STANDARD5,
<br />0. MINIMUM CONCRETE COVEKAGE Off RE[NffORCING STEEL FOR
<br />ANY DEVIATION MU5T BE APPROVE[) DY OSHA PRIOR TO ERECTION.
<br />FORMED WORK SMALL BE A51FOLLOW5:
<br />I NTFRIOR WALL. 3/4"
<br />4. THE CONTRACTOR SHALL BE 50LELY RESPONSIBLE FOR ALL
<br />EXTERIOR WALLS, EXF05ED TO WEATHER: I V2"
<br />CONSTRUCTION PROCEDURE5 INCLUDING LAGGING, SHORING AND
<br />EXPOSED TO FARTH OR WEATI-iff R (#5 OR SMALLER); I V2"
<br />PROTECTION Of ADJACENT PROPERTY, STRUCTURES, STREETS AND
<br />*NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN.
<br />UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL
<br />COVERAGE
<br />5Af ETY ORDI NANCE5.
<br />10. PIPES OTHER THAN ELECTRICAL CONDUITS 51-IALL NOT BE
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOP\ COORDINATING THE
<br />ffM5EDDFD IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY
<br />WORK OF ALL TRADES AND SMALL CHECK ALL DIMFN5ION5. ALL
<br />APPROVED,
<br />DISCREPANCIES SHALL DE CALLED TO THE ATTff NTION Of THE ENGINEER
<br />AND BE RESOLVED BEFORE PRO(,-,EEDING WITH THE WORK.
<br />1 1. CONCRETE MIXff55HALL BE PROVIDED IN ACCORDANCE WITH ACI
<br />3 15 (WHEN STRENGTH DATA f ROM TRIAL BATCHES OK f IELD
<br />G. SHOP DRAWINGS FOR PREFADRICATED TRUSSES AND
<br />EXPERIENCE- ARE NOT AVAILABLE).
<br />MANUFACTURE[) FLOOR JOISTS SHALL BE 5U5MITTFD TO THE ENGINEER,
<br />fOR REVIEW FRiOR, TO FABRICATION.
<br />CEMENT CONTENT 5ACK5
<br />PER
<br />7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS Of
<br />\r
<br />L 5 -9 / C U b I C-, YAR, D CU51(11 (ARD
<br />T C- A
<br />CO�N5TRI " 11 '
<br />- ION. "/.HERE- CONDITION., ARE NOT SPECIFICALLY INDICATED
<br />ff'c (PSI) (MINIMUM)
<br />BUT ARE OF 51MILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAIL5
<br />(MINIMUM)
<br />Of CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE
<br />2500 (no!5peciA m5pectm) 470 5
<br />ENGINEER.
<br />SEE NOTE A
<br />3000 517 51/2
<br />5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN
<br />ADDITION TO ANY -OTHER SPECIFIC DETAIL CALLED OUT.'
<br />MIXE55HALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LLE_55�
<br />NO MORE THAN A I " PLUS TOLERANCE SHALL BE ALLOWED.
<br />9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL
<br />DRAWINGS FOR-517ff AND LOCATION Off ALL OPENINGS- REQUIRED FOP,
<br />A) Whff RE SPECIAL INSPECTION 15 NOT RffQUIRED UNDER SECTION
<br />DUCTS, PIPES, PIPF SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS
<br />1704�4 OF THIff I.5.C., CONCRETE SHALL HAVE A MINIMUM CEMENT
<br />TO BE EMBEDDED IN CONCRETE OR OTliERW15E INCORPORATED IN
<br />CONTENT, OF 5 5ACK5 PEP, CUBIC YARD Of CONCRETE,
<br />STRUCTURAL WORK,
<br />b) DESIGN MIX (OTHER THAN A55PECIf �ED IN TH15 TABLE) SHALL BE
<br />10. PROVIDE OPFMNG5 AND SUPPORTS, AS REQUIRED PER STANDARD
<br />SUBMITTED TO THE 15UILD�NG Off IOAL TWO WEEKS PRIOR TO f IR,5T
<br />DETAILS ffOR HEATERS, ME CHANICAL EQU�I`Mff NT. VENTS, DUCTS,
<br />USE.
<br />PIPING, ETC, ALL SUSPENDED MECHANICAL EQUIPMENT SHALL 5E SWAY
<br />OR LATERALLY 5RACED,
<br />Kff I N fORCI NG 5TEff L
<br />I I. ARCHITECTURAL AND MECHANICAL PLANS ARF CONSIDERED A PART
<br />1. ALL REINFORCING STEEL SHALL CONFORM TO A5TM AG 1, 5 GRADE GO
<br />OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO 5E USED TO
<br />Jy = GO K50 FOP, BAR 51ZE5 NO. 5 4 LARGEK; GRADE 40 (fy = 40 r,30
<br />DElf �Nff DETAIL CONf IGURATIONS INCLUDING, BUT NOT LIMITED TO
<br />FOR NO. 3 AND NO. 4 BAR5�
<br />RELATIVE LOCATION Of MEMBERS, ELEVATIONS, D�MENSIONS AND
<br />LOCATIONS OF ALL OPENINGS, ETC.
<br />2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS.
<br />WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATE[) ON
<br />THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42
<br />BAR DIA AND BE WELL STAGGERED.
<br />3. COMPLETE REINFORCING PLACEMENT DRAWI NGS PREPARED IN
<br />ACCORDANCE WITH ACI 315 SHALL BE REVIE\Uff D 5Y THE ENGINEER AND
<br />AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE.
<br />4� WELDED WIRE FABRIC SHALL CONFORM TO A5TM,,N&2 AND A � 85
<br />AND SHALL BE GxG W2. �AV2.1 UNLESS OTHERWISE NOTED. LAP
<br />REINI'ORCEMENT G" MINIMUM.
<br />DOUBLE TOP PLATE W/ EDGE NAILING
<br />(Z HOLDOWN PER SCHEDULE AND
<br />(STAGGER)
<br />PLAN (HDQ8-SDS3 SHOWN)
<br />(a) SHEARWALL EDGE NAILING AT ALL PANEL
<br />(9 COORDINATE ALL STUD AND
<br />EDGES. BLOCKING AT ALL PANEL EDGES
<br />PLATE SIZES wl SHEARWALL
<br />WHERE APPLICABLE.
<br />QEDGE
<br />SCHEDULE REQUIREMENTS
<br />NAILING TO HOLDOWN POST (FULL
<br />HEIGHT) STAGGER INTO DOUBLE STUDS
<br />Q)EDGE NAILING TO POSTS, TRIM
<br />QSTUDS @ 16"' ON CENTER
<br />STUDS, AND KING STUDS
<br />OPRESSURE TREATED SILL PLATE WITH
<br />OBEARING STUD FOR HEADER
<br />EDGE NAILING AND ANCHOR BOLTS PER
<br />SHEARWALL SCHEDULE.
<br />(DRIMJOIST TO BE ly2" MIN
<br />(DTOP PLATE SPLICE NAILING TO BE (8) 16d
<br />THICKNESS AT ALL
<br />SINKERS (MIN). LAP 48" MINIMUM. CENTER
<br />SHEARWALLS
<br />SPLICE ON STUD.
<br />-7-,,STD. SHEARWALL ELEVAT�ON W/ RIM
<br />SCALE: Y2=V-0
<br />-----CLEAR SPAN-
<br />17 V2 MAXIMUM
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMUT
<br />At 4k-
<br />N
<br />L6
<br />Lu
<br />>
<br />E
<br /><
<br />U_j
<br />C\j
<br />u-
<br />c
<br />C)
<br />oj
<br />>
<br />LLJ
<br />Ln
<br />Lu
<br />(s)
<br />(s)
<br />Lu
<br />z
<br />
|