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STRUCTURAL NOTES
<br /> REVISIONS
<br /> GENERAL CONCRETE MIX DESIGN STRUCTURAL AND MISCELLANEOUS STEEL LUMBER
<br /> 1. SPECIFICATIONS: FOR MORE COMPLETE INFORMATION SEE SPECIFICATIONS. WHERE CONFLICTS BETWEEN THESE MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 5 OF ACI 318. ALL STEEL WORK SHALL CONFORM WITH AISC SPECIFICATIONS.
<br /> NOTES AND SPECIFICATIONS OCCUR,THE MORE STRINGENT OF THESE SHALL TAKE PRECEDENCE. SAWN LUMBER
<br /> 2. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF ALL MIN CEMENT& ENTRAINED AIR MAXIMUM SLUMP STEEL MEMBERS
<br /> LOCATION/USE GRADE(U.N.O.) SIZE IN NON
<br /> 3%MAX.SE W/C RATIO ( - 28 DAY
<br /> /
<br /> ARCHITECTURAL,STRUCTURAL,CIVIL,MECHANICAL,ELECTRICAL AND PLUMBING WORK. IMMEDIATELY NOTIFY LOCATION LOCATION/USE OR TYPE STANDARD U.N.O.) GRADE DESIGN REQUIREMENT/REFERENCE
<br /> THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR CONFLICTS WITH OTHER TRADES. OR TYPE (PER CUBIC YARD) AIR ENTRAINED NO WITH STRENGTH CEMENT TYPE ( STUDS,JOISTS,ETC. DF#2 2x4 OR LARGER
<br /> 3. DIMENSIONS: THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED AS A PART OF THE COMPLETE SET OF CONCRETE) PLASTICIZER PLASTICIZER WIDE FLANGE SHAPES ASTM A992 --- ---
<br /> CONTRACT DRAWINGS,INCLUDING THE DRAWINGS OF ALL DISCIPLINES. IT IS INTENDED THAT THE STRUCTURAL *2"to 4"SLUMP BEFORE OTHER ROLLED SHAPES ASTM A36 SHEATHING
<br /> FOUNDATIONS
<br /> DRAWINGS WILL PROVIDE SUFFICIENT DIMENSIONS TO LOCATE THE PRIMARY STRUCTURAL ELEMENTS AND ADDITION OF PLASTICIZER --- ---
<br /> MEMBERS. LOCATION OF SECONDARY MEMBERS WHICH ARE AFFECTED BY SYSTEMS DETAILED BY OTHERS MAY FOOTINGS 500 lbs./0.50 W/C --- 4"(f 1") 8"MAX.* f =3500 psi I/1, STRUCTURAL HSS TUBING ASTM A500 B -_- LOCATION/USE PANEL TYPE PANEL IDENTIFICATION
<br /> REQUIRE REFERENCE TO THE DRAWINGS OF OTHER DISCIPLINES AND LAYOUT AND COORDINATION BY THE ROOF SHEATHING CDX PLYWOOD OR OSB STRUCTURAL 1 PLYWOOD OR RATED OSB
<br /> CONTRACTOR.IF DIRECT CONFLICT BETWEEN DIMENSIONS OF TWO OR MORE DISCIPLINES IS ENCOUNTERED,SUCH STEM WALLS 500 lbs./0.45 W/C 6%(± 11/2%) 4"(f 1") 8"MAX.* f =3500 psi 1/1, STEEL JOISTS* ___ ___ UNIFORM AND CONCENTRATED LOADS/INDICATED
<br /> CONFLICTS SHALL BE RESOLVED BY THE ARCHITECT. DO NOT USE SCALED DIMENSIONS.USE WRITTEN SITE ELEMENTS SOO lbs./0.50 W/C 6%(± 11/2%) 4 (f 1 ) 8 MAX. f�=3500 psi /n ON ROOF FRAMING PLAN AND ROOF NOTES WALL SHEATHING CDX PLYWOOD OR OSB STRUCTURAL 1 PLYWOOD OR RATED OSB
<br /> DIMENSIONS OR WHERE DIMENSIONS ARE NOT PROVIDED,CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE
<br /> JOIST DEPTH SHALL NOT EXCEED DEPTH INDICATED ON ROOF FRAMING PLAN. NOTES:
<br /> PROCEEDING WITH THE WORK IN QUESTION.
<br /> 1. PROVIDE NOMINAL PANEL THICKNESSES AS CALLED ON THE PLANS.
<br /> 4. TYPICAL AND SIMILAR CONDITIONS: ALL CONCRETE IS REINFORCED,AND ALL STEEL MEMBERS ARE CONNECTED
<br /> STEEL DECKING 2. THE SMOOTH FACE OF PANELS SHALL BE EXPOSED AT ALL EXPOSED INTERIOR CONDITIONS.
<br /> TO IMMEDIATELY ADJACENT MEMBERS SHOWN ON THE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE
<br /> 3. THE SAME PANEL TYPES MUST BE USED AT ALL EXPOSED INTERIOR CONDITIONS.
<br /> SLABS LOCATION/USE MANUFACTURER TYPE GAUGE FINISH CONNECTION REFERENCE
<br /> SPECIFIC DETAILS ARE NOT CALLED OUT,TYPICAL DETAILS OR DETAILS SHOWN FOR SIMILAR CONDITIONS SHALL
<br /> APPLY,SUBJECT TO THE STRUCTURAL ENGINEERS APPROVAL.
<br /> 5. SPECIAL CONDITIONS: REFER TO ARCHITECTURAL,MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS FOR INT. SLAB ON GROUND 520 lbs./0.53 W/C --- 6"MAX. --- f' =4000 psi 1/1, ROOF DECK ASC PROFILES,INC. 1-1/2"DGB-36 DECK 20GA. PAINTED DIAPHRAGM NOTES,RE: S3 CONNECTIONS
<br /> LOCATION AND SIZE OF BLOCKOUTS,INSERTS,OPENINGS,CURBS,HOUSEKEEPING PADS,DEPRESSIONS AND SLOPES I FLOOR DECK ASC PROFILES,INC. 2W DECK 20GA. GALVANIZED FLOOR FRAMING NOTES,RE: S2 FASTENER TYPE
<br /> NOT SHOWN ON THE STRUCTURAL DRAWINGS. PLATFORM SLABS 520 lbs./0.53 W/C --- 6 MAX. --- f' =4000 psi /n
<br /> 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS,SPECIFICATIONS,NOTES,AND EXT. SLABS 520 lbs./0.50 W/C 6%(f 11/2%) 6"MAX. 8"MAX.* f,=4000 psi I/n ROOF DECK AND FLOOR DECK TO BE CONTINUOUS FOR 2 OR MORE SPANS. NAILS COMMON NAILS
<br /> DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND RESOLVED BEFORE PROVIDE COPY OF ICC EVALUATION REPORT WITH ROOF DECK AND FLOOR DECK SHOP DRAWINGS. ARCH. PROJECT NO.
<br /> PROCEEDING WITH THE WORK. EXT.DOCK SLABS 520 lbs./0.50 W/C 6%(± 11/2%) 6"MAX. 8"MAX.* f',=4000 psi 1/1, (EQUIVALENT ALTERNATES WILL BE ALLOWED UPON REQUEST WITH VALID ICC REPORT) FOR CONNECTIONS OF'SIMPSON'HARDWARE OR EQUIVALENT FOLLOW MANUFACTURERS RECOMMENDATIONS.
<br /> 2004
<br /> 7. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND I
<br /> SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW DO NOT CONSTITUTE EXT. SIDEWALK SLABS 520 lbs./0.50 W/C 6%(± 11/2%) 6 MAX. 8 MAX.* f'�=4000 psi /n OPENING REINFORCEMENT DRAWN
<br /> "IN WRITING"UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. REINFORCE OPENINGS WITH ADDITIONAL METAL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR
<br /> 8. LOADS FROM CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. STRENGTH,CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK SHOWN. ANCHORS TJN/FJR
<br /> CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT LISTED IN THE DESIGN ALL ANCHORS INTO CONCRETE MUST BE DESIGNED IN ACCORDANCE CHECKED
<br /> CRITERIA. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND OR BRACING WHERE STRUCTURE HAS NOT CONCRETE REINFORCEMENT
<br /> ATTAINED DESIGN STRENGTH. WITH ACI 318 APPENDIX D CRITERIA FOR CRACKED CONCRETE. DNS
<br /> CONNECTIONS
<br /> 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE REINFORCING STEEL LOCATION/USE TYPE ANCHOR(U.N.O.) REFERENCE SUBMITTAL DATES
<br /> THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT LOCATION/USE TYPE STANDARD OR MFR. OPTION
<br /> THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING LOCATION/USE OR TYPE STANDARD GRADE(ksi) *ALTERNATES ALLOWED
<br /> AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT AND MATERIALS. BOLTS' ASTM A325 --- PER NOTE#2 O6�I I�2O
<br /> 10. DEFERRED SUBMITTALS: WHERE STRUCTURAL COMPONENTS ARE FULLY OR PARTIALLY DESIGNED AND DEFORMED BARS ASTM A615 60 STEEL TO STEEL E60 ELECTRODES EPDXY ANCHORS HILTI HY200* ICC-ES REPORT ESR-3187
<br /> DETAILED BY THE SUPPLIER OR FABRICATOR,COMPLETE SHOP DRAWINGS AND CALCULATIONS,SIGNED AND WELDED WIRE FABRIC WWF ASTM A185 65 WELDS E70 ELECTRODES
<br /> (WWF) (ROOF DECK ATTACHMENT ONLY) CONCRETE EXPANSION ANCHORS HILTI KWIK BOLT TZ* ICC-ES REPORT ESR-1917
<br /> SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED,SHALL BE
<br /> SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. IN ADDITION,A COPY OF THESE DOCUMENTS SHALL WELDABLE REINFORCING STEEL ASTM A706 60 BOLTS' ASTM A307 --- GROUTED CMU CELLS EPDXY ANCHORS HILTI HY270* ICC REPORT#4143 OTB DATE
<br /> BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL IN ACCORDANCE WITH 2018 IBC SECTION 107.3.4.1 PLAIN/SMOOTH BARS ASTM A615 60 NELSON'
<br /> BEFORE INSTALLATION. HEADED SHEAR STUDS 2 DIVISION OF TRW OR APPROVED EQUIVALENT HILTI HY270 W/HIT-IC INSERT
<br /> • THE FOLLOWING ITEMS ARE DEFERRED SUBMITTALS: LAP COUPLER SPLICE STEEL TO CONCRETE HEADED CONCRETE ANCHORS NELSON' UNGROUTED CMU CELLS EPDXY ANCHORS (USE ONLY WHERE SPECIFICALLY ICC REPORT#4144
<br /> /
<br /> 1. RACK SYSTEMS,VERTICAL AND SEISMIC SUPPORT. OR APPROVED EQUIVALENT NOTED ON DETAILS)
<br /> SPLICE TYPE DESCRIPTION REFERENCE (HCA)2 DIVISION OF TRW CONCRETE OR GROUTED ICC ESR-3027 AND
<br /> DEFORMED BAR ANCHORS NELSON' CMU CELLS SCREW ANCHORS HILTI KWIK/HUS-EZ* ESR-3056 M
<br /> GOVERNING CODES TYPICAL LAP SPLICE LAP REINFORCING IN PLACE (DBA) CONCRETE OR GROUTED w W oo q N
<br /> DBA 2 DIVISION OF TRW OR APPROVED EQUIVALENT
<br /> DS BAR-LOCK COUPLER BY 1 SCREW HILTI KWIK CON II* --- x w x z° wi
<br /> COUPLER SPLICE 'DAYTON SUPERIOR' ICC REPORT#2495 ALL BOLT CONNECTIONS TO BE SNUG TIGHT EXCEPT BOLTS NOTED AS S.C.TO BE FULLY TIGHTENED PROVIDE LOAD CMU CELLS o� z o r. z a o
<br /> CODE REGULATION/REQUIREMENT CODE REFERENCE INDICATOR WASHERS AT ALL S.C.BOLTS. lu 4 Q Q z Z z w U
<br /> BUILDING CODE CBC 2019/IBC 2018 o a o F� a
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<br /> 2 AUTOMATICALLY END WELDED. NOTES: < w °o w 'b
<br /> REINFORCING CONCRETE COVER z x W a x u oa W
<br /> 1. INSTALL ANCHORS PER MANUFACTURERS INSTRUCTIONS. °a x 3 o z o ¢ x n o o u b
<br /> MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-16 NOTES: 2. ALTERNATE ANCHORS MAY BE SUBMITTED FOR APPROVAL. SUBMITTAL MUST INCLUDE APPLICABLE ICC REPORTS. U o Q IT. '© Z ZO o a�e
<br /> LOCATION/USE OR TYPE MINIMUM CONCRETE COVER OVER REINFORCEMENT ¢ a
<br /> 1. SPECIAL INSPECTION IS REQUIRED.PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS.
<br /> BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 318-14 „ Q Q w o E• w,m ti Q �
<br /> CONCRETE CAST AGAINST EARTH 3 GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOUR NOTICE TO SPECIAL INSPECTOR PRIOR TO ANY U4. m v F,O V) W w D opv
<br /> BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES TMS 402-16 FIELD WELDING OPERATIONS OR INSTALLATION OF HIGH STRENGTH BOLTS. w v¢ oz aa, a� w
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER: 1 1/2" 2. NON-SHRINK GROUT:ASTM C 1107,MINIMUM COMPRESSIVE STRENGTH OF 7,000 psi AT 28 DAYS.DAMP CURE OR Q Q u a a o z � Q�
<br /> SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AISC 360-16&AISC 341-16 STRUCTURAL OBSERVATIONS z o Q a
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<br /> #6 AND LARGER: 2" CHEMICAL CURE ALL NON-SHRINK GROUT PLACEMENTS PER MANUFACTURER'S RECOMMENDATIONS. a o AW aL
<br /> NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS AISC S240-15 STRUCTURAL OBSERVATIONS INDICATED BELOW WILL BE PERFORMED UNDER SEPARATE CONTRACT BY THE o° 3 0 > x Q�
<br /> SLABS AND WALLS: s/a" REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ONLY WHEN REQUIRED BY THE OWNER OR F o ° u w ��
<br /> NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION NDS-2018 CONCRETE NOT EXPOSED TO EARTH OR WEATHER Q w w
<br /> BEAMS AND COLUMNS: 1 1/2" BUILDING OFFICIAL. OBSERVATIONS WILL BE VISUAL AND WILL BE FOR GENERAL CONFORMANCE TO THE
<br /> APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE Q o x w w_ a z
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<br /> STRUCTURAL DESIGN CRITERIA NOTES: COLD FORMED STEEL RESPONSIBILITIES FOR THE SPECIAL INSPECTIONS INDICATED: w w H z
<br /> 1. SPECIAL INSPECTION IS REQUIRED.PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS. A. FOUNDATIONS FORMED AND REINFORCING PLACED;PRIOR TO CONCRETE PLACEMENT.
<br /> DESIGN LOADS GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO ALL INSTALLATION AND CONNECTIONS B. START OF CMU WALL ERECTION.
<br /> POURING CONCRETE. SHALL FOLLOW THE LATEST EDITION OF THE AISI GUIDELINE RECOMMENDATIONS. C. START OF STEEL ROOF FRAMING ERECTION.
<br /> FLOOR DEAD LOAD LIVE LOAD CONCENTRATED LOAD 2. EMBEDDED ITEMS ARE TO BE CAST IN PLACE,TYPICAL.DO NOT WET SET ANY EMBEDDED ITEMS,U.N.O. D. SUBSTANTIAL COMPLETION OF STRUCTURAL SYSTEMS.
<br /> (psf) (psf) (lbs) 3. SECURE ALL REINFORCING IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT EXCEPT THAT CONCRETE STRUCTURAL MEMBERS
<br /> DOBIES MAY BE USED TO POSITION SLAB-ON-GRADE REINFORCEMENT. DOWELS SHALL BE TIED IN PLACE PRIOR
<br /> SLAB-ON-GROUND 65 125 PER EQUIPMENT, 1000 MIN TO PLACING CONCRETE.DO NOT STAB OR"WET-SET"DOWELS. INSTALL AND SECURE ANCHOR BOLTS,EMBED USE OR TYPE YIELD STRENGTH(MIN./U.N.O.) N
<br /> M
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<br /> STAIRS 65 100 300 PLATES,ETC.WITHIN SPECIFIED TOLERANCES PRIOR CONCRETE PLACEMENT. SPECIAL INSPECTIONS '� kn
<br /> 4. MECHANICALLY VIBRATE ALL CONCRETE PLACEMENTS,EXCEPT SLABS,GREATER THAN 5"THICK. TYPICAL C.F.S. STRUCTURAL MEMBERS Fy=50(ksi) O (n Q
<br /> MEZZANINE 65 70 PER EQUIPMENT,2000 MIN. 1. SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED
<br /> ROOF DEAD LOAD LIVE LOAD CONCENTRATED LOAD CONNECTIONS AGENCY RETAINED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING
<br /> (psf) (psf) (lbs) AS THE OWNER'S AGENT.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE REGISTERED DESIGN O
<br /> LOCATION/ CONNECTION STANDARD N
<br /> REMARKS PROFESSIONAL APPRAISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO
<br /> FLAT ROOF 20 20(SEE SNOW CRITERIA) (SEE SHEET S3) USE OR TYPE TYPE OR MFR. H pa
<br /> WORK REQUIRING SPECIAL INSPECTION IS CONCEALED BEFORE SPECIAL INSPECTIONS WITH ACCEPTABLE
<br /> MASONRY WELD TYPE WELD SIZE RESULTS OCCUR. a- (o [�
<br /> SNOW (U.N.O.) (MIN.) STITCH WELDS: 2. SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL(WHEN REQUIRED),AND TO ■ _ W v
<br /> USE RUNNING BOND EXCEPT AS NOTED. C.F.S.TO C.F.S. WELDED E60 ELECTRODES 2"@ 12"O.C.U.N.O. THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.REPORTS SHALL INDICATE THAT WORK w Z �
<br /> GROUND SNOW LOAD Pg=0 psf (U.N.O.) FILLET 1/16" INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. 1.` z L u [�
<br /> FLAT-ROOF SNOW LOAD Pf=0 psf MATERIALS & STANDARD REQUIREMENTS FLARE BEVEL 1/8" DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.IFl U) W
<br /> THEY ARE NOT CORRECTED,THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING M Q v�
<br /> SNOW EXPOSURE FACTOR Ce= 1.0 SPECIFIED COMPRESSIVE ___ ___ 'SIMPSON' FOLLOW MFR. OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF Z G UJ M Q"
<br /> C.F.S. TO NON-C.F.S. HARDWARE ORE EQUIVALENT RECOMMENDATIONS z c0
<br /> SNOW LOAD IMPORTANCE FACTOR I= 1.0 MATERIAL TYPE STANDARD DENSITY SPECIFICATION STRENGTH Q THAT PHASE OF THE WORK. - V N
<br /> CONCRETE _ _ NORMAL WEIGHT > 125 cf W
<br /> THERMAL FACTOR Ct= 1.0 ASTM C90 OR P f'm=2 000 psia
<br /> MASONRY UNITS LIGHTWEIGHT < 105 pcf . STUD WALLS * O O
<br /> LOCATION/ SIZE STUD SPACING LOCATION
<br /> WIND GROUT --- ASTM C1019 --- f' =2,000 psi O
<br /> USE OR TYPE (U.N.O.) (U.N.O.) REQUIREMENT iN
<br /> BASIC WIND SPEED 93 mph(3 SEC.GUST) MORTAR TYPE S ASTM C270 --- --- STRUCTURAL&EXTERIORCONT.L2x2 x 16GA.AT ABBREVIATIONS
<br /> WIND IMPORTANCE FACTOR 1.0 MASONRY REINFORCING STEEL STUD WALLS 6005162-54 STUDS 24"O.C. EXPOSED SOFFIT EDGES
<br /> WIND EXPOSURE C CONTINUOUS 600T150-54 ___ CONT.L2x2 x 16GA.AT (E) EXISTING HR. HOUR
<br /> LOCATION/USE OR TYPE STANDARD GRADE(ksi) METAL TRACKS TOP&BOT.TRACK EXPOSED SOFFIT EDGES
<br /> MWFRS PRESSURE 25.7 psf(END) (F) FUTURE HSS HOLLOW STEEL SECTION
<br /> 17.0 psf(INTERIOR) TYPICAL MASONRY REINFORCING STEEL ASTM A615 60 (N) NEW HT. HEIGHT
<br /> DOUBLE STUDS AND HEADERS CENTERLINE HVAC HEATING VENTILATING AND AIR
<br /> -27.4 psf(ROOF,ZONE 1) -28.5 psf(WALL,ZONE 4) WELDABLE REINFORCING STEEL ASTM A706 60 DIAMETER E ROUND CONDITIONING
<br /> COMPONENT AND CLADDING DESIGN WIND PRESSURE -36.8 psf(ROOF,ZONE 2) -32.9 psf(WALL,ZONE 5) PLAIN/SMOOTH BARS ASTM A615 60 ATTACHMENT OPTION ATTACHMENT TYPE ATTACHMENT SPACING 1 PERPENDICULAR I.D. INSIDE DIAMETER
<br /> -44.3 psf(ROOF,ZONE 3) STITCH WELDED FULL LENGTH 1/8"FLARE WELD 2"@ 12"O.C. 0 SQUARE IN. INCH
<br /> JOINT REINFORCING STEEL SCREWED BACK TO BACK #10 SCREWS (2)ROWS @ 24"O.C. # NUMBER OR POUND INT. INTERIOR
<br /> SEISMIC @ AT L LEFT s� Q
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<br /> LOCATION/TYPE ROD WIRE SIZE VERT.SPACING STANDARD GRADE(ksi) gi AND LBS. POUNDS rx 0.77107 7,SEISMIC IMPORTANCE FACTOR IQ= 1.0 SHEATHING ATTACHMENT
<br /> PROVIDE PRE-FABRICATED SIDE .1483"0 A.B. ANCHOR BOLT L.F. LINEAL FEET
<br /> SS=0.692 ABV. ABOVE L.L.H. LONG LEG HORIZONTAL
<br /> MAPPED SPECTRAL RESPONSE ACCELERATIONS CORNER&TEE 16"O.C. ASTM A951 65 LOCATION FASTENER TYPE PANEL EDGE SPACING FIELD SPACING CIVIL
<br /> INTERSECTION UNITS CROSS .1483Ql (U.N.O.) (U.N.O.) (U.N.O.)
<br /> Si=0.275 A.C. ASPHALTIC CONCRETE PAVEMENT L.L.V. LONG LEG VERTICAL 9
<br /> SITE CLASS D ADJ. ADJUSTABLE LSL LAMINATED STRAND LUMBER. A.F.F. ABOVE FINISHED FLOOR LVC
<br /> LAP /COUPLER SPLICE ALL METAL WALLS #8 TEK SCREWS 6 O.C. 12 O.CL LAMINATED VENEER LUMBER V 2020
<br /> SPECTRAL RESPONSE COEFFICIENTS SDs=0.575ALL METAL ROOFS #87EK SCREWS 6 O.C. 12 O.C. A.F.G. ABOVE FINISH GRADE MAT'L MATERIAL
<br /> Sm=NULL SPLICE TYPE DESCRIPTION REFERENCE A.F.R. ABOVE FINISHED ROOF MAX. MAXIMUM
<br /> PROVIDE CONTINUOUS BLOCKING AT ALL PANEL EDGES IN WALLSAGG. AGGREGATE M.B. MACHINE BOLT
<br /> .
<br /> SEISMIC DESIGN CATEGORY D TYPICAL LAP SPLICE LAP REINFORCING IN PLACE DETAIL, A.H.J. AUTHORITY HAVING JURISDICTION MECH. MECHANICAL
<br /> BASIC SEISMIC LOAD RESISTING SYSTEM(SLRS) INTERMEDIATE REINFORCED MASONRY SHEARWALLS DS BAR-LOCK COUPLER BY ALT. ALTERNATIVE MEZZ. MEZZANINE
<br /> COUPLER SPLICE ICC REPORT#2495 ALUM. ALUMINUM M.H. MANHOLE
<br /> SEISMIC RESPONSE COEFFICENT Cs=0.164(ULTIMATE) 'DAYTON SUPERIOR' STUD WALL BLOCKING/BRIDGING A.O.R. ARCHITECT OF RECORD MFR. MANUFACTURER
<br /> RESPONSE MODIFICATION FACTOR R=3.5 JOINT REINFORCEMENT LAP LAP JOINT REINFORCING 12"MIN. --- TYPE GAUGE VERTICAL SPACING APPROX. APPROXIMATE M.G. MARINE GRADE
<br /> LOAD BEARING WALLS MATCH STUD GAUGE 4'-0"O.C. ARCH. ARCHITECTURAL MIN. MINIMUMBLDG. BUILDING MISC. MISCELLANEOUS
<br /> ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE NOTES:
<br /> 1. SPECIAL INSPECTION IS REQUIRED.PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS. NON LOAD BEARING WALLS MATCH STUD GAUGE MID WALL HEIGHT OR 8'-0"O.C.MAX. BLK. BLOCK M.O. MASONRY OPENING
<br /> GEOTECHNICAL GENERAL CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING B.O. BOTTOM OF MT'D. MOUNTED r T,
<br /> OPERATIONS. BRIDGING IS NOT REQUIRED IF BOTH SIDES OF THE WALLS ARE SHEATHED FULL HEIGHT. B.O.C. BOTTOM OF CONCRETE MTRL. MATERIAL w
<br /> STRUCTURAL DESIGN BASED ON: REPORT#/BY DATE 2. THERE SHALL BE A MINIMUM OF(1)#5 ON ALL SIDES OF EVERY OPENING IN MASONRY WALLS,UNO. BARS SHALL BOT. BOTTOM N NORTH
<br /> AS-BUILT/ORIGINAL GEOTECHNICAL REPORT FROM: ENGEO,INC AUG 242001, EXTEND NOT LESS THAN 24"BEYOND THE CORNER OF THE OPENING,TYPICAL. BM. BEAM N.I.C. NOT IN CONTRACT
<br /> 3. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT.GROUT SHALL BE A B.N. BOUNDARY NAILING N.L.A. NET LEASABLE AREA O
<br /> WORKABLE MIXTURE SUITABLE FOR PUMPING WITHOUT SEGREGATION AND SHALL BE THOROUGHLY MIXED. BRG. BEARING NO. NUMBER
<br /> MAXIMUM FOUNDATION SOIL BEARING PRESSURE USED 3,000 PSF GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER C.C. CENTER TO CENTER NOM. NOMINAL
<br /> EXCESS MOISTURE HAS BEEN ABSORBED,BUT BEFORE WORKABILITY IS LOST.--]-.GROUTING OF A WALL SHALL CB CURB N.S. NEAR SIDE O
<br /> BE COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOLD. C.I.P. CAST IN PLACE NSF. NET SQUARE FOOTAGE
<br /> 4. ALL REINFORCING SHALL BE PLACED PRIOR TO GROUTING.VERTICAL REINFORCING BARS SHALL BE HELD IN C.L. CENTER LINE NTE NOT TO EXCEED
<br /> POSITION AT THE TOP AND BOTTOM AND AT INTERVALS NOT FARTHER APART THAN 200 BAR DIAMETERS. CLR. CLEAR N.T.S. NOT TO SCALE
<br /> EXTERIOR FOOTINGS SHALL BE FOUNDED BELOW 5. THERE SHALL BE A MINIMUM OF 1"OF GROUT ALL THE WAY AROUND ALL ANCHOR BOLTS. C.J. CONTROL JOINT O.C. ON CENTER
<br /> THE ADJACENT FINISHED GROUND, 18" 6. ALL BEAM/JOIST/GIRDER POCKETS SHALL BE FILLED WITH GROUT AFTER ALL DEAD LOADS ARE IN PLACE. C.M. CORNER OF MASONRY O.D. OUTSIDE DIAMETER \
<br /> (MEASURED FROM BOTTOM OF FOOTING),A MINIMUM OF: 7. SOLID GROUT BOTTOM 4'-0"OF CMU WALLS ABOVE FINISH FLOOR,TYP. CMU CONCRETE MASONRY UNIT O/H OVERHEAD V
<br /> FOOTINGS:BEAR ON ENGINEERED FILL OR UNDISTURBED NATIVE SOILS. 8. ALL CMU BELOW F.G.TO BE SOLID GROUTED. CNTRSK. COUNTERSUNK OPNG. OPENING
<br /> FOUNDATION AND SLAB COL. COLUMN OPP. OPPOSITE O
<br /> BASE REQUIREMENTS: SLABS:PLACE OVER 6"OF 3/4"MINUS CRUSHED BASE,OVER ENGINEERED FILL OR CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD
<br /> UNDISTURBED NATIVE SOILS. COND. CONDITION PLTFM. PLATFORM
<br /> CW/ COORDINATE WITH PL. PLATE O
<br /> NOTES:
<br /> CONT. CONTINUOUS P/L PROPERTY LINE O
<br /> P.L.F. POUNDS PER LINEAL FOOT
<br /> 1. COMPACTION REQUIREMENTS SHALL BE 95%STANDARD PROCTOR. CVR. COVER PLYWD. PLYWOOD O
<br /> 2. CONCRETE FOUNDATIONS AND SLABS ON GROUND SHALL BEAR ON DRY NATIVE SOIL OR ENGINEERED FILL,BOTH D. DEEP
<br /> WITH VERIFIED COMPACTION OF 95%STANDARD PROCTOR. D.B.A. DEFORMED BAR ANCHOR P.S.F. POUNDS PER SQUARE FOOT
<br /> DET. DETAIL PSL PARALLEL STRAND LUMBER 1
<br /> DF DOUGLAS FIR P.T. PRESSURE TREATED v
<br /> DFT DRY FILM THICKNESS PT. POINT Q O
<br /> DIA. DIAMETER R RIGHT
<br /> DIAG. DIAGONAL R. RADIUS OR RISER
<br /> DIM. DIMENSION R.C.P. REINFORCED CONCRETE PIPE T
<br /> DN. DOWN RE: REFER TO,REFERENCE(CW/) V 1
<br /> DWG. DRAWING REINF. REINFORCING
<br /> EA. EACH REQ'D REQUIRED
<br /> E.J. EXPANSION JOINT RR REAR
<br /> ELEV. ELEVATION R.O. ROUGH OPENING
<br /> ELEC. ELECTRICAL S.A.D. SEE ARCHITECTURAL DRAWINGS
<br /> E.N. EDGE NAILING SCHED. SCHEDULE
<br /> E.O.R. ENGINEER OF RECORD SECT. SECTION
<br /> EQ. EQUAL S.F. SQUARE FEET OR FOOT
<br /> EQUIP. EQUIPMENT SHT. SHEET
<br /> E.W. EACH WAY SIM. SIMILAR
<br /> EXP. EXPANSION SL. SLOPE -
<br /> EXT. EXTERIOR S.O.G. SLAB-ON-GRADE
<br /> F FRONT SPEC'D. AS SPECIFIED
<br /> F.B. FLAT BAR SPECS. SPECIFICATIONS
<br /> FDN. FOUNDATION STD. STANDARD
<br /> F.G. FINISH GRADE STL. STEEL
<br /> FIN. FINISH STRG. STORAGE
<br /> FL. FLOOR(ING) STRUC. STRUCTURAL
<br /> F.O. FACE OF S.S. STAINLESS STEEL
<br /> F.O.C. FACE OF CURB/CONCRETE SUSP. SUSPENDED
<br /> F.O.F. FACE OF FINISH SYM. SYMMETRICAL
<br /> F.O.M. FACE OF MASONRY SQ. SQUARE
<br /> F.O.S. FACE OF STUDS T.B. TOP BANK
<br /> F.F. FINISHED FLOOR T&G TONGUE&GROOVE
<br /> F.S. FACE OF SHEATHING TH TRUSS JOIST I-JOIST
<br /> F.T. FACE OF TRUSS THK. THICKNESS
<br /> FT. FEET T.O. TOP OF
<br /> FTG. FOOTING T.O.C. TOP OF CURB/CONCRETE
<br /> FR- FIRE-RETARDANT WOOD T.O.D. TOP OF DECK
<br /> TREATMENT T.O.D. TOP OF DRAIN
<br /> F.R.P. FIBER REINFORCED PLASTIC T.O.M. TOP OF MASONRY
<br /> GA. GAUGE T.O.S. TOP OF SLAB
<br /> GALV. GALVANIZED T.O.W. TOP OF WALL
<br /> G.F.L. GUTTER FLOW LINE T.S. TUBE STEEL
<br /> G.I. GALVANIZED IRON OR STEEL TYP. TYPICAL
<br /> G.L.B. GLUE LAMINATED BEAM UNO UNLESS NOTED OTHERWISE
<br /> G.S. GROUND SHOT VERT. VERTICAL
<br /> G.S.F. GROSS SQUARE FOOTAGE V.I.F. VERIFY IN FIELD
<br /> GYP. GYPSUM W/ WITH
<br /> H. HIGH WD. WOOD
<br /> H.C.A. HEADED CONCRETE ANCHOR W/O WITHOUT
<br /> H.F. HANGING FRAME W.P. WEATHERPROOF
<br /> H.M. HOLLOW METAL W.W.F. WELDED WIRE FABRIC SHEET TITLE
<br /> HORIZ. HORIZONTAL
<br /> GENERAL
<br /> STRUCTURAL
<br /> NOTES
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