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BUILDING CODE FOUNDATIONS MIXE5 SHALL BE PROPORTIONED TO PRODUCE A 5WMP OF 5"OR LE55. NO MORE
<br /> 1.THE FOUNDATION DESIGN 15 BASED ON THE RECOMMENDATION IN THE THAN A I"PLUS TOLERANCE SHALL BE ALLOWED.
<br /> 2021 INTERNATIONAL BUILDING CODE CIN
<br /> IINTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BEWI PERFORMED IN ACCORDANCE TH CHAPTER 18 OF THIS CODE. A)WHERE SPECIAL INSPECTION 15 NOT REQUIRED UNDER SECTION 1704.4 OF THEFLOOR LOADI.B.C.,CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBICDEAD LOAD: 12 psf 2.THE FOUNDATION DESIGN 15 BASED ON THE FOLLOWING VALUES: YARD OF CONCRETE. WALL PER P 2)LAYERS OF 90#
<br /> LIVE LOAD:40 psf ALLOW.SOIL BEARING 1500 P5F SILL PLATE AND ANCHOR BOL FELT OR EQUIVALENT
<br /> ROOF LOAD 501L FRICTION .35 B)DESIGN MIX(OTHER THAN AS SPECIFIED IN THI5 TABLE)SHALL BE SUBMITTED TO PER SHEARWALL SCHEDULE.(USE SLAB PER PLAN
<br /> EQUIV.FLUID PRE55URE5 THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. 2x6 P.T.SILL PLATE W/fig'0
<br /> DEAD LOAD: 15 p5f ACTIVE PRESSURE' 35 PCF J-BOLTS 0 48"O/C MIN.)
<br /> FLAT ROOF SNOW LOAD:25psf PASSIVE PRE55UPE 250 PCF BACKFILL W/POROU
<br /> SNOW EXPOSURE FACTOR(Cc): 1.1 ROOF TRU55 MATERIAL(71P)
<br /> SNOW LOAD IMPORTANCE FACTOR(15): 1.0 3.ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18"BELOW THE UNDISTURBED 1.THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND
<br /> THERMAL FACTOR(Ct): 1.I GROUND SURFACE OR TO FROST DEPTH.ALL FOOTINGS SHALL BE FOUNDED ON LOADS INDICATED ON THE PLANS AND IN THE STRUCTURAL NOTES. ALL DESIGNS 6" + a.
<br /> COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLE55 OTHERWISE NOTED. SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES A55IGNED BY THE BUILDING
<br /> WIND DESIGN DATA CODE.CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN THE
<br /> 1.BA51C WIND SPEED: 110 MPH 4.COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CON515T OF THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. SHOP DRAWINGS O
<br /> 2.WIND IMPORTANCE FACTOR(Iw): 1.0 EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MUST BE RETAINED AT THE JOB 517E AND AVAILABLE TO THE BUILDING INSPECTOR FROST DEPTH 8"WALL w/#4 BARS 0 18"o%
<br /> BUILDING CATEGORY:II MATTER,TRASH,LUMBER OR OTHER DEBR S. ALL WALLS SHALL BE ADEQUATELY FOR REFERENCE.THE TRUS5 CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE (18" MIN) EACH WAY. (2)#4 BARS O TOP. tf? M
<br /> DIRECT 5UPEPV1510N OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF HOOK VERTICAL BARS INTO FOOTING N
<br /> 3.WIND IXPOSURE:B BRACED PRIOR TO BACKFILLING.FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS -ALTERNATE HOOK DIRECTION. 1u-N E
<br /> 4.Kzt= 1.37 NOT TO EXCEED 8 INCHES THICK,PROPERLY MOISTENED TO APPROXIMATE OPTIMUM WASHINGTON.THE TRU55 ENGINEER SHALL A55UME ALL RESPONSIBILITY FOR THE 8" Q >O O
<br /> 5.INTERNAL PRESSURE COEFFICIENT:NA REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS Q N v
<br /> G.APPLICABLE WIND PRE55UPE FOR EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE PLACEMENT PLANS AND THE TRU55 DESIGN DRAWINGS. (2) # 4 (TYP) Dz of 0)
<br /> ui COMPONENTS AND CLADDING:NA COMPACTION OF 90%OF MAXIMUM P0551BLE DENSITY AS DETERMINED BY A5TM 4"0 PERFORATED PLASTIC PIPE.
<br /> D 1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE CENTER IN ONE CUBIC FOOT OF >
<br /> 5E51MIC DESIGN DATA A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MAY BE 2.SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR FREE DRAINING GRAVEL AND DRAIN Q) d/y N 6
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<br /> 1.SEISMIC IMPORTANCE FACTOR, 1.0 OPERATED EITHER MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER STAMAPPROVAL PED AND SIGNEDRO BRIA A�TI�STERED PN. IROFESSIONAL NGINNGS AND OEER.SHALLNS T E DRAWINGS TO APPROVED OUTFALL. Q O
<br /> SEISMIC USE GROUP:I POWER DRIVEN COMPACTION EQUIPMENT CANNOT SEE
<br /> USED.FILL OVER 12"DEEP SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOAD5 THE TRUSSES ARE FN D N/S.H E A R WA LL C 0 N N O >z 33
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<br /> Z SPECTRAL RESPONSE ACCELERATION(Ss): 135.3%G SHALL COMPLY WITH A GEOTECHWICAL REPORT. SEE GEOTECHNICAL REPORT FOR DESIGNED TO SUPPORT.THE TRUSSES ARE TO BE ERECTED AND INSTkLLED IN SCALE: a-1-Q" m Iu O 3
<br /> 3.517E CLA55:D(ASSUMED) FURTHER DESIGN CRITERIA. - _
<br /> 4.SPECTRAL RESPONSE COEFFICIENFS(SDS): 108.2%G
<br /> ACCORDANCE WITH THE PLANS,APPROVED FABRICATOR DRAWINGS,AND D
<br /> 5.SEISMIC DESIGN CATEGORY:D
<br /> REI MKONG STEEL INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO
<br /> G.BASIC SEI5MIC-FORCE-RE5i5TING 5Y5TEM:5HEARWALL5 ENCLOSING THE TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE
<br /> 7.DF51GN BASE SHEAR:SEE CALCULATIONS 1.ALL REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 GRADE GO (fy=GO K51) INSTALLATION.DE51GN AND PROVIDE BRIDGING BETWEEN THE TRUSSES, !4TYP
<br /> LL HORIZONTAL REBAR
<br /> 8.SEISMIC RESPONSE COEFFICIENT(C5):0.1 G7 FOR BAR SIZES NO.5 4 LARGER,GRADE 40(fy=40 K5p FOR NO.3 AND NO.4 CONTINUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRU55 PLATE INSTITUTE NEW FOUNDATION EXISTING FOUNDATION L
<br /> 9.RESPONSE MODIFICATION FACTOR(R):G.5(WOOD BAR5: RECOMMENDATIONS.SHOP DRAWINGS MAY CONTAIN THE MANUFACTURERS WALL PER PLAN N AND EPDXY WITH �
<br /> 5HEARWALL5 ENGINEERING RESPONSIBILITY LIMITATIONS.HOWEVER,THEY SHALL MAKE NO 'SET.
<br /> 10.ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL 2•ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS.WHERE LAP STATEMENT AS TO THE ENGINEER OF RECORD RESPONSIBILITIES. EXISTING
<br /> FORCE PROCEDURE OR 5PUCE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION ' �"• a'.''+. . FOUNDATION O
<br /> DOCUMENTS,LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. GLUED-LAMINATED TIMBER (REBAR NOT
<br /> PRANMNG LUMBER 3.COMPLETE REINFORCING PLACEMENTDRAWING5 PREPARED IN ACCORDANCE WITH I•ADHESIVE SHALL 8E FOR WET USE. .i s - UT
<br /> SHOWN FOR II JI
<br /> 1.FRAMING LUMBER SHALL BE HEM-FIR NO.2. GRADES ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB 51TE 2.LAMINATIONS SHALL BE OF DOUGLAS FIRANE5TER LARCH,COMBINATION 24F-V4 ,• CLARITY)
<br /> ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. PRIOR TO THE PLACING OF CONCRETE. FOR SIMPLE SPAN 5EAM5 AND 24F-V8 FOR CONTINUOUS MULTIPLE SPAN ANIT
<br /> LUMBER TO BE GRADE MARKED PER WCUB CANTILEVERED BEAMS,FABRICATED IN ACCORDANCE WITH ATTC Al 90.1 AND A5TM D m
<br /> SPECIFICATIONS. 4.WELDED WIRE FABRIC SHALL CONFORM TO A5TM A82 AND A 155 AND SHALL BE 3737,
<br /> 6xG W2.I/W2,1 UNLESS OTHERWISE NOTED.LAP REINFORCEMENT G"MINIMUM. w
<br /> 2.STRUCTURAL SHEATHING SHALL BE APA RATED 3.FABRICATION SHALL BE BY A LICENSED FABRICATOR;SHOP DRAWINGS SHALL BE o PLYWOOD,EXPOSURE I SHEATHING CONFORMING TO 5.ANCHOR BOLTS,DOWELS AND OTHER EMBEDDED ITEMS SHALL BE 5ECURELY TIED SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. AITC NEW FOUNDATION TO
<br /> EITHER COMMERCIAL STANDARDS P51-83,APA PRP-108, IN PLACE BEFORE CONCRETE 15 POURED. SLAB ON GRADE REINFORCEMENT SHALL BE CERTIFICATES OF INSPECTION ARE REQUIRED FOR ALL MEMBERS. I
<br /> OR VOLUNTARY PRODUCT STANDARD P5E-92. PROVIDE A PLACED AT MID-DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH EXISTING FOUNDATION z
<br /> MINIMUM OF-Ye EDGE DISTANCE ON ALL NAILS ANDY8" MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. 4.GLULAM BEAMS EXPOSED TO WEATHER SHALL BE WOLMANIZED OR PRESSURE -
<br /> EXPAN51ON JOINT BETWEEN ALL PANEL EDGES.MINIMUM TREATED.
<br /> SHEATHING REQUIREMENTS AREAS FOLLOWS:
<br /> ROOF SHEATHING TO BE L5'2b INT-APA RATED CONCRETE GENERAL
<br /> PLYWOOD WITH EXTERIOR GLUE,P.I.40/20. NAIL 1.ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD
<br /> WITH 8d NAILS AT 6"ON CENTER AT PANEL EDGES ROCK TYPE(150 PCF)AGGREGATES SHALL CONFORM TO A5TM C33 WITH PROVEN 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT
<br /> AND 12"ON CENTER AT INTERMEDIATE MEMBERS. SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. DRAWINGS.
<br /> SUB FLOORING TO BE 3/a'TONGUE AND GROOVE C-D 2.CONCRETE COMPRE551VE STRENGTHS AT 28 DAYS(fc)SHALL BE: 2.DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE 30" m' Q
<br /> INT-APA RATED PLYWOOD OR 055 WITH EXTERIOR FOUNDATION WALLS: 2500 P51 FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE REBAR ,._,r O Lu
<br /> N
<br /> GLUE,P.I.48/24. GLUE AND NAIL WITH I Od NAILS FOOTINGS: 2500 P51 SHORING,BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL,STATE AND LENGTH _,rs•r �, p
<br /> 4 REBAR AT G"ON CENTER AT PANEL EDGES AND 12"ON LOCAL 5AFET WI Y ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO IN SHEAR CONE O
<br /> CENTER AT INTERMEDIATE MEMBERS. 3.ALL CONCRETE NTH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 ERECTION. (12" MIN. REBAR C _
<br /> P51 SHALL REQUIRE SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE LENGTH) Q
<br /> 3.NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE BUILDING DEPARTMENT AND THE ENGINEER. 3.ALL ERECTION PROCEDURES SHALL CONFORM TO 05MA STANDARDS. ANY 1/p" MIN.
<br /> INTERNATIONAL BUILDING CODE UNLESS NOTED DEVIATION MUST BE APPROVED BY 05MA PRIOR TO ERECTION. OM CORNER
<br /> OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS 4.CEMENT SHALL CONFORM TO A5TM C 150,TYPE I,GSA NORMAL. (�
<br /> NOTED OTHERWISE. 4.THE CONTRACTOR SHALL BE SOLELY RE5PON51BLE FOR ALL CONSTRUCTION = C) +
<br /> 5.MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. PROCEDURES INCLUDING LAGGING,SHORING AND PROTECTION OF ADJACENT r
<br /> 4.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED PROPERTY,STRUCTURES,STREETS AND UTILITIES IN ACCORDANCE W TH ALL 3 = W
<br /> UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING G.PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. NATIONAL STATE AND LOCAL SAFETY ORDINANCES.
<br /> BY THE STRUCTURAL ENGINEER. >
<br /> 7.CONCRETE SHALL BE MAINTAINED IN A M015T CONDITION FOR A MINIMUM OF FIVE 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL W
<br /> 5.PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND (5)DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF TRADES AND SHALL CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED SHEARWALL PER PLA
<br /> NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON SATISFACTORY PERFORMANCE CAN BE ASSURED. TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH
<br /> WOOD.
<br /> THE WORK.
<br /> 8.KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES.ALL CONSTRUCTION G.SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED FLOOR
<br /> G.PROVIDE 3"x3NO.229"WASHERS AT ALL ANCHOR JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL JOISTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO HOLDOWN PER PLAN-
<br /> BOLTS. VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF FABRICATION. -
<br /> NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE.
<br /> 7.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE GOV
<br /> 7_BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT SILL PLATE AND ANCHOR BOL �
<br /> PLUS}(6'UNLESS NOTED OTHERWISE. LAG BOLT PILOT 9.SUBMIT LOCATION OF POUR JOINTS PR10R TO PLACEMENT.POUR JOINTS SHALL CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO PER SHEARWALL SCHEDULE.(USE QSOf WAS C O
<br /> HOLES SHALL BE PRE-DRILLED TO GO%OF THE NOMINAL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO 2x6 P.T.SILL PLATE W/ '0 �e 2
<br /> DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. LOW STRESS.MAXIMUM AREA OF POUR JOINTS 15 400 5F.
<br /> REVIEW BY THE ENGINEER. J-BOLTS 0 48'O C MIN.)
<br /> 8.ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION 10.MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK 8.ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION 43438
<br /> WITH s/o'MINIMUM DIAMETER BOLTS SPACED AT A
<br /> SHALL BE AS FOLLOWS: TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 6„ 9�`uk NAt
<br /> MAXIMUM OF 48"ON CENTER. BOLTS MUST BE NTERIOR WALL: 3/4
<br /> EMBEDDED A MINIMUM OF 7"INTO CONCRETE OR EXTERIOR WALLS,EXPOSED TO WEATHER: I W. 9.COORDINATE WITH MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS FOR CONC SLAB PER PLAN SEP 2 71013
<br /> MA50NRY. SEE PLANS AND DETAILS FOR SPECIFIC EXTERIOK WALL,NOT EXPOSED TO WEATHER: 3/4" SIZE AND LOCATION OF ALL OPENING5 REQUIRED FOR DUCTS,PIPES,PIPE SLEEVES,
<br /> REQUIREMENTS WHERE APPLICABLE. EXPOSED TO EARTH OR WEATHER(#5 OR SMALLER): IVY ELECTRICAL CONDUITS,AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR 1'-6" (MIN)
<br /> EXPOSED TO EARTH OR WEATHER(#G OR LARGER): 2" OTHERWISE INCORPORATED IN STRUCTURAL WORK_ -
<br /> a.KM JOIST I5TOBEIYa'L5LMINIMUM. SUPPORTED SLAB: 3/4" r---T - r - T--� Drawn By:CHRIS
<br /> "N OTE:CONCRETE CAST AGAINST GROUND SHALL HAVE 3"MIN.COVERAGE 10.PROVIDE OPENINGS AND SUPPORTS,AS REQUIRED PER STANDARD DETAILS FOR LINE OF CONT.FTG Checked By:CHRIS
<br /> 10. PROVIDE DOUBLE J015T UNDER ALL PARALLEL HEATERS,MECHANICAL EQUIPMENT,VENTS,DUCTS,PIPING,.ETC. ALL SUSPENDED -BEYOND Data:08-30-23
<br /> PARTITION WALLS AND SOLID BLOCKING UNDER 1 1.PIPES OTHEKTHAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED HQLDOWN BOLT PER
<br /> PERPENDICULAR PARTITION WALLS. STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. HOLDOM SCHEDULE 5DA JOB NO.
<br /> 1 1.CONTACT THIS OFFICE PRIOR TO MAKING ANY 12-CONCRETE MIXES SHALL 13E PROVIDED IN ACCORDANCE WITH ACI 318(WHEN FOOTING PER PLAN 9864
<br /> CHANGES TO THESE DETAILS. STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). I F -
<br /> STRUCTURAL
<br /> CEMENT CONTENT SACKS PER NOTES
<br /> LBS/CUBIC YARD CUBIC YARD t - I "CI
<br /> Fc(PS) (MINIMUM) (MINIMUM)
<br /> 2500(no special inspection) 470 5
<br /> SEE NOTE A
<br /> 3000 517 51/2
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