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GENERAL
<br />NOTES
<br />SN1.0
<br />4. BOLTS: NOT LESS THAN 7 BOLT DIAMETERS FROM THE END AND 4 DIAMETERS
<br />FROM THE EDGE OF THE MEMBER. BOLT HOLES 1/32 TO 1/16 INCH LARGER
<br />THAN THE BOLT DIAMETER. ALL NUTS SHALL BE TIGHTENED WHEN INSTALLED
<br />AND RE-TIGHTENED AT THE COMPLETION OF WORK OR BEFORE CLOSING IN.
<br />THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM
<br /> BEYOND THE NUT. BOLTS IN SPECIFIED SLOTTED HOLES SHALL BE CENTERED
<br />IN THE SLOT UON.
<br />5. LAG SCREW CLEARANCE & LEAD HOLES SHALL BE BORED AS FOLLOWS: THE
<br />CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE
<br />SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF
<br />UNTHREADED SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL
<br />HAVE A DIAMETER EQUAL TO 60% TO 75% OF THE SHANK DIAMETER AND A
<br />LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.
<br />6. SQUARE STEEL PLATE WASHERS (PW): ANCHOR BOLTS, BOLTS, LAGS AND
<br />NUTS, NOTED PW, SHALL BE SQUARE STEEL PLATE WASHERS:
<br /> BOLT DIAM THICKNESS SIZE
<br /> (IN) (IN) (IN)
<br /> 1/2 1/4 3 X 3
<br /> 5/8 1/4 3 X 3
<br /> 3/4 5/16 3 X 3
<br /> 7/8 5/16 3 X 3
<br /> 1 3/8 3 1/2 X 3 1/2
<br />7. CUT STEEL WASHERS: FOR BOLTS, LAGS AND NUTS, UON.
<br />8. FRAMING CONNECTORS: PER MANUFACTURER'S APPROVED PRODUCT
<br />EVALUATION REPORTS ICC APPROVED AND INSTALLED ACCORDINGLY. SIZE
<br />AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY THE MANUFACTURER
<br />UON.
<br />9. NAILED/SCREWED HOLD DOWN ANCHORS: INSTALL PER MANUFACTURER'S
<br />APPROVED ICC PRODUCT EVALUATION REPORT. INSTALL HOLD DOWNS 1/2
<br />INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR TIGHTENING ANCHOR BOLT.
<br />THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE HOLD DOWN POST
<br />WITHOUT FILLERS OR DAPPING. DO NOT BEND HOLD DOWN ANCHORS.
<br />10. BOLTED HOLD DOWN ANCHORS: INSTALL PER MANUFACTURER'S APPROVED
<br />ICC PRODUCT EVALUATION REPORT. INSTALL HOLD DOWNS 1/2 INCH MINIMUM
<br />ABOVE THE PLATE TO ALLOW FOR TIGHTENING ANCHOR BOLT. TIGHTEN HOLD
<br />DOWN ANCHOR BEFORE TIGHTENING POST BOLTS. USE EXTRA CARE IN
<br />BORING THE POST BOLT HOLES (1/32 TO 1/16 LARGER THAN THE BOLT
<br />DIAMETER). THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE
<br /> HOLD DOWN POST WITHOUT FILLERS OR DAPPING. THE POST BOLTS SHALL
<br />NOT BE COUNTERSUNK INTO THE HOLD DOWN POST UON. DO NOT BEND HOLD
<br />DOWN ANCHORS.
<br />11. PRESERVATIVE TREATED WOOD: WOOD EXPOSED TO THE WEATHER;
<br />FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN
<br />DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE
<br />RETENTION AS REQUIRED FOR USE. NEWLY EXPOSED SURFACES RESULTING
<br />FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN
<br />ACCORDANCE WITH AWPA M-4.
<br />12. TOP PLATES: TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICE 4'-0"
<br />MINIMUM. CENTER SPLICES OVER STUDS. SPLICE WITH 12-16d MINIMUM UON.
<br />13. FULL-DEPTH SOLID BLOCKING OR CROSS BRACING: INSTALLED AT INTERVALS
<br />NOT EXCEEDING 8 FEET FOR ALL JOISTS AND RAFTERS 2x12 AND DEEPER.
<br />14. SOLID BLOCKING: TWO INCH FULL WIDTH BLOCKING (FIRE STOPS) IN
<br />CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED
<br />SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS
<br />BOTH VERTICAL AND HORIZONTAL.
<br />15. CUTTING AND NOTCHING: DO NOT CUT, BORE, COUNTERSINK OR NOTCH
<br />WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. HOLES THROUGH
<br />PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL FOLLOW DETAIL 5/SD1.0,
<br />THE MEMBER WIDTH AND SHALL BE LOCATED IN THE CENTER OF THE MEMBER.
<br />16. PARTITIONS: DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOISTS AND
<br />PROVIDE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS.
<br />17. END SUPPORT: ROOF AND FLOOR JOISTS OVER 4 INCHES DEEP SHALL HAVE
<br />THEIR ENDS HELD IN POSITION WITH EITHER:
<br /> FULL DEPTH SOLID BLOCKING;
<br /> NAILED BRIDGING;
<br /> NAILING OR BOLTING TO OTHER FRAMING MEMBERS; OR
<br /> APPROVED JOIST HANGERS.
<br />18. HOT DIPPED ZINC-COATED GALVANIZING: ALL EXPOSED STEEL TIMBER
<br />HARDWARE, FASTENERS AND CONNECTORS.
<br />19. FASTENERS FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED
<br />ZINC-COATED GALVANIZED STEEL
<br />GENERAL REQUIREMENTS
<br />1.VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS
<br />BEFORE STARTING WORK. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
<br />DISCREPANCIES.
<br />2. CONFLICTS: NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE
<br />OVER THE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT.
<br />3.SUBSTITUTIONS: PROVIDE MANUFACTURER'S APPROVED PRODUCT
<br />EVALUATION REPORTS ICBO REPORTS AND A LIST OF ALL PROPOSED
<br />SUBSTITUTIONS TO THE ENGINEER FOR REVIEW AND WRITTEN APPROVAL
<br />BEFORE FABRICATION.
<br />4.SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR
<br />NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS
<br />FOR SIMILAR WORK SHOWN ON THE DRAWINGS.
<br />5. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS,
<br />BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY
<br />STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS
<br />SPECIFICALLY SHOWN. OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION
<br />OF ANY ADDITIONAL PIPES, DUCTS, ETC.
<br />6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED
<br /> CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING
<br /> PERFORMED.
<br />7.CONSTRUCTION LOADS: MATERIALS SHALL BE EVENLY DISTRIBUTED IF
<br />PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE
<br />ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR
<br />CONNECTIONS.
<br />8.CONSTRUCTION METHODS AND PROJECT SAFETY: THE CONTRACT
<br />DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND
<br />DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF
<br />CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE
<br />THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE
<br />OWNER NOR ARCHITECT/ENGINEER WILL ENFORCE SAFETY MEASURES OR
<br />REGULATIONS. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
<br />SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY
<br />RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY
<br />AND HEALTH STANDARDS, LAWS AND REGULATIONS.
<br />9. CHANGES TO THE DRAWINGS: OBTAIN PRIOR WRITTEN APPROVAL.
<br />REINFORCED CONCRETE
<br />1. MATERIALS:
<br /> CEMENT....................ASTM C-150 TYPE II
<br /> AGGREGATE..............ASTM C-33 STANDARD WEIGHT
<br /> REINFORCEMENT.......ASTM A-615 GRADE 60 TYPICAL
<br /> ANCHOR BOLTS........ASTM A-307 HOOKED ANCHOR BOLTS
<br /> ANCHOR BOLTS........ASTM A-307 HEADED MACHINE BOLTS
<br />2. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE
<br /> FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28
<br />DAYS; AND THE AGGREGATE (AGG) SHOWN IS THE MAXIMUM SIZE. CONCRETE
<br />SHALL BE STANDARD WEIGHT CONCRETE (145 PCF).
<br /> ITEM OF STRENGTH AGG SLUMP
<br /> CONSTRUCTION (PSI) (IN) (IN)
<br /> FOUNDATIONS........................2,500 1 1/2 4
<br /> POUR IN PLACE WALL............2,500 1 1/2 4
<br /> SLABS-ON-GRADE..................2,500 1 4
<br /> (DESIGN STRENGTH BASED ON 2,500 PSI NO SPECIAL INSPECTION IS
<br />PROVIDED)
<br />3. REINFORCEMENT:
<br /> A) DETAILING, FABRICATION AND PLACING: SHALL CONFORM TO AND ACI 318.
<br /> B) MINIMUM CONCRETE COVER:
<br /> CAST AGAINST & EXPOSED TO EARTH ......................3"
<br /> EXPOSED TO EARTH OR WEATHER .............................2"
<br /> NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
<br /> SLABS, WALLS, JOISTS ...............................................3/4"
<br /> BEAMS, COLUMNS (TIES, STIRRUPS, SPIRALS)........1-1/2"
<br /> C) CHAIRS, SPACERS AND SAND PLATES: AS REQUIRED TO MAINTAIN
<br /> CONCRETE COVER.
<br /> D) VERTICAL REINFORCEMENT: SHALL BE DOWELED TO SUPPORTING
<br /> MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT AS
<br />SHOWN IN THE DRAWINGS AND GENERAL NOTES.
<br /> E) SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT IN A
<br />LAYER SHALL NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF
<br />THE REINFORCEMENT, OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR
<br />LESS THAN 1-1/2".
<br /> F) TACK WELDING, WELDING, HEATING OR CUTTING OF BARS: NOT
<br />PERMITTED U.O.N.
<br /> G) SLAB CORNERS: PROVIDE 2-#4 X 4'-0" AT RE-ENTRANT CORNERS AND
<br />EACH CORNER OF RECTANGULAR HOLES IN SLABS. PLACE BARS
<br />DIAGONALLY.
<br /> H) SPLICES (STANDARD LAPS): LAP SPLICE PER DETAIL 1/SD1.0. STAGGER
<br />BOTTOM SPLICES AT LEAST 5'-0" FROM SPLICES IN OTHER BOTTOM
<br />EINFORCEMENT. STAGGER SPLICES FOR TOP REINFORCEMENT SIMILARLY.
<br />4. ANCHOR BOLTS, DOWELS AND HOLD DOWN ANCHORS: SECURELY HELD IN
<br />PLACE PRIOR TO FOUNDATION INSPECTION BY THE BUILDING OFFICIAL AND
<br />OBSERVATION BY THE ENGINEER.
<br />5. PIPES, SLEEVES AND DUCTS: NOT TO BE PLACED IN WALLS, BEAMS, SLABS,
<br />FOOTINGS OR COLUMNS UNLESS SPECIFICALLY DETAILED.
<br />6. CHAMFER: 3/4 INCH ON EXPOSED CORNERS.
<br />7. ADMIXTURES: REVIEWED BY THE ENGINEER. CALCIUM CHLORIDE OR ADDED
<br />CHLORIDES ARE NOT PERMITTED.
<br />8. CONSTRUCTION JOINTS: ACI 117.9 & 6.4, 1/4 INCH AMPLITUDE MINIMUM OR
<br />EYED JOINTS PER PLAN. LOCATION OF JOINTS TO BE REVIEWED BY THE
<br />NGINEER. WAIT 48 HOURS BETWEEN POURS.
<br />9. SLAB-ON-GRADE JOINTS: LOCATION OF ALL CONSTRUCTION, CONTROL AND
<br />WEAKENED PLANE JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS
<br />SHALL BE REVIEWED BY THE ENGINEER PRIOR TO THE PLACING OF
<br />REINFORCEMENT. MAXIMUM SPACING 15 FEET ON CENTER.
<br />10. ACTUAL DIMENSIONS: SLAB, WALL, BEAM AND COLUMN DIMENSIONS
<br /> SHOWN ARE ACTUAL DIMENSIONS NOT NOMINAL DIMENSIONS (i.e. A 4 INCH
<br /> SLAB IS 4 INCHES THICK, NOT 3-1/2 INCHES.)
<br />11. CONCRETE CURING: ACI 318
<br />12. VIBRATION: ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL
<br />VIBRATORS.
<br />WOOD
<br />1.GRADE STAMPED DOUGLAS FIR/LARCH (SEE LUMBER GRADES).
<br />2.NAILS: COMMON WIRE UNLESS OTHERWISE NOTED. EDGE SEE NAILING
<br />NOTE BELOW.
<br />3.THE SPACING CENTER TO CENTER OF NAILS IN THE DIRECTION OF STRESS
<br />4.SHALL NOT BE LESS THAN THE REQUIRED PENETRATION. HOLES FOR NAILS,
<br />WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED TO A IAMETER
<br />SMALLER THAN THAT OF THE NAIL.
<br />5.ANCHOR BOLTS (FOUNDATION ANCHOR BOLTS): PROVIDE 5/8 INCH
<br />DIAMETER ANCHOR OR MACHINE BOLTS WITH A MINIMUM OF 7 INCHES
<br />EMBEDMENT INTO THE CONCRETE AND WITHIN 12 INCHES OF EACH END OF
<br />EACH PLATE. SPACE ANCHORS AT 48 INCHES ON CENTER U.O.N. ANCHORS
<br />SHALL BE LOCATED A MAXIMUM OF 2 INCHES FROM THE FACE OF STUD
<br />RECEIVING WOOD STRUCTURAL PANELS. ANCHOR BOLT HOLES 1/32 TO 1/16
<br />INCH LARGER THAN THE ANCHOR BOLT DIAMETER. HOLES MORE THAN 1/16
<br />INCH LARGER THAN THE ANCHOR BOLT SHALL BE EPOXY FILLED UNDER THE
<br />CONTINUOUS SUPERVISION OF A LICENSED SPECIAL INSPECTOR.
<br />SHEET INDEX
<br />PROJECT DESIGN DATA
<br />GOVERNING CODE: 2022 CALIFORNIA BUILDING CODE (CBC).
<br />STRUCTURAL DESIGN LOADS:
<br />1. ROOF LOADS:
<br /> DEAD LOAD...................................... 15 PSF
<br /> LIVE LOAD ....................................... 20 PSF
<br />2. CEILING LOADS: (ATTICS WITHOUT STORAGE)
<br /> DEAD LOAD......................................... 5 PSF
<br /> LIVE LOAD ....................................... 10 PSF
<br />3. FLOOR LOADS:
<br /> DEAD LOAD....................................... 15 PSF
<br /> LIVE LOAD ........................................ 40 PSF
<br />4. DECK LOADS:
<br /> DEAD LOAD....................................... 15 PSF
<br /> LIVE LOAD ........................................ 60 PSF
<br />WIND DESIGN
<br /> 1. WIND SPEED 92 MPH RISK CATEGORY II,
<br /> EXPOSURE C, WIND PRESSURE MIN 16 PSF USED
<br /> Kh=0.85, Kzt=1, Kd=0.25, I=1
<br />SEISMIC DESIGN
<br /> 1. SEISMIC BASE SHEAR FOR LIGHT-FRAME WALLS SHEATHED WITH WOOD
<br /> STRUCTURAL SYSTEM = 0.210W (ALLOWABLE STRESS DESIGN)
<br /> RISK CATEGORY: II SS = 1.873 S1 = 0.688 CS=0.231
<br /> SEISMIC DESIGN CATEGORY: D SDS = 1.498 SD1 = 0.780 ρ =1.3
<br /> FA = 1.2 FV= 1.0 R= 6.5 (LIGHT-FRAME WALLS SYSTEM)
<br />FOUNDATION
<br /> 1. FOUNDATION MATERIAL: SEE REINFORCED CONCRETE
<br /> 2. MINIMUM FOUNDED DEPTH & WIDTH OF FOOTINGS:
<br /> BELOW ROUGH PAD GRADE....................................................18"
<br /> BELOW LOWEST ADJACENT FINISHED GRADE.....................18"
<br /> WIDTH.................................................................................12" MIN.
<br /> 3. BASE OF FOOTINGS & SLABS: SEE PLAN
<br /> 4. ALLOWABLE SOIL PRESSURES:
<br /> DL + LL LOAD........................................................................1,500 PSF
<br /> ALL LOAD (WIND/SEISMIC) FORCES..................................2,000 PSF
<br /> 5. ROOF AND AREA DRAINAGE: SHALL BE DIRECTED AWAY FROM THE
<br /> FOUNDATIONS.
<br /> 6. BACK FILL: EXCAVATIONS SHALL BE PROPERLY BACKFILLED. BACK FILL FOR
<br /> WALLS SHALL BE PERVIOUS MATERIAL. DO NOT PLACE BACK FILL BEHIND
<br /> WALLS BEFORE THEY HAVE ATTAINED THEIR DESIGN STRENGTH. SHORE AND
<br /> PROTECT WALLS FROM LATERAL LOADS UNTIL THE SUPPORTING MEMBERS
<br /> ARE IN PLACE HAVE DEVELOPED SPECIFIED STRENGTHS.
<br />SPECIAL INSPECTION REQUIREMENTS
<br />SPECIAL INSPECTION REQUIREMENTS
<br />1.SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER.
<br />2.REPORTS: PREPARED AND SIGNED BY THE INSPECTOR, SUBMITTED TO THE
<br />BUILDING OFFICIAL AND THE ENGINEER. ALL DISCREPANCIES SHALL BE
<br />BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR
<br />CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING OFFICIAL AND THE
<br />ENGINEER.
<br />3.CERTIFICATION: INSPECTOR MUST BE CITYCERTIFIED BY THE BUILDING
<br />OFFICIAL TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED.
<br />4.RESPONSIBILITY: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
<br />INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY PRIOR TO
<br />PERFORMING ANY WORK THAT REQUIRESSPECIAL INSPECTION.
<br />5.SPECIAL INSPECTIONS REQUIRED FOR THE FOLLOWING ITEM.:
<br /> (A) EPOXY ANCHOR OR EXPANSION ANCHOR INSTALL INTO EXISTING CONCRETE
<br /> SLAB OR FOOTING
<br />NAILING
<br />1. ALL NAILING SHALL BE COMMON WIRE NAILS AND FOLLOW THIS TABLE:
<br /> SIZE DIAMETER WIRE PENETRATION
<br /> PENNY INCHES GAGE INCHES
<br /> 8d 0.134 10-1/4 1-5/8
<br /> 10d 0.148 9 1-7/8
<br /> 16d 0.165 8 2
<br /> 20d 0.203 6 2-3/8
<br />PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 1-1/2
<br />INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE FOR TOP
<br />PLATES AND DOUBLED 2X MEMBERS. WHERE THE NAIL PENETRATION WILL BE
<br />LESS THAN SPECIFIED, INCREASE NAIL LENGTH (SIZE) TO OBTAIN THE
<br />PENETRATION REQUIRED FOR THE NAIL SPECIFIED.
<br />2. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS - THE CONNECTIONS
<br />LISTED ARE THE MINIMUM PERMISSIBLE. USE COMMON WIRE NAILS FOR ALL
<br />NAILED CONNECTIONS. WHERE POSSIBLE, NAILS DRIVEN PERPENDICULAR TO
<br />THE GRAIN SHALL BE USED INSTEAD OF TOE NAILS. SEE THE DRAWINGS FOR
<br />ADDITIONAL NAILING REQUIREMENTS.
<br />ROOF
<br />1. CL'G. JOIST/RAFTER/TRUSS TO TOP PLATE/OTHER FRAMING BELOW, EACH
<br />END, TOE NAIL .............................................................................................................3-8d
<br />BLOCKING (NOT AT THE WALL TOP PLATE) TO RAFTER OR TRUSS,EACH END,
<br />TOENAIL .......................................................................................................................2-8d
<br />BLOCKING (NOT AT THE WALL TOP PLATE) TO RAFTER OR TRUSS,END NAIL .....
<br />......................................................................................................................................2-16d
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL ...................14d @ 6" O.C.
<br />1.CL'G. JOIST TO TOP PLATE, EACH JOIST, TOENAIL...........................................3-8d
<br />2.CL'G. JOIST LAPS OVER PARTITIONS(NO THRUST),FACE NAIL.....................3-16d
<br />3.CL'G. JOIST ATTACHED TO PARALLEL RAFTER(HEEL JOINT), FACE NAIL PER
<br />DETAIL
<br />4.COLLAR TIE TO RAFTER,FACE NAIL ..................................................................3-10d
<br />5.RAFTER OR ROOF TRUSS TO TOP PLATE,TOENAIL........................................3-10d
<br />6.ROOF FATHERS TO RIDGE VALLEY OR HIP RAFTERS OR RIDGE BOARD,END
<br />NAIL .............................................................................................................................2-16d
<br />ROOF FATHERS TO RIDGE VALLEY OR HIP RAFTERS OR RIDGE BOARD, TOENAIL
<br />......................................................................................................................................3-10d
<br />WALL
<br />1.STUD TO STUD (NOT AT BRACED WALL PANELS),FACE NAIL ........16d @24" O.C.
<br />2.STUD TO STUD & ABUTTING STUDS AT INTERSECTING WALL CORNER, FACE
<br />NAIL ..............................................................................................................16d @16" O.C.
<br />3.BUILT-UP HEADER(2" TO 2" HEADER),EACH EDGE, FACE NAIL.......16d @16"O.C.
<br />4.CONTINUOUS HEADER TO STUD,TOENAIL ........................................................4-8d
<br />5.TOP PLATE TO TOP PLATE,FACE NAIL................................................16d @16"O.C.
<br />6.TOP PLATE TO TOP PLATE(AT END JOISTS),EACH SIDE OF END JOINT, FACE
<br />NAIL..............................................................................................................................8-16d
<br />7.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT
<br />BRACED WALL PANELS),FACE NAIL.........................................................16d @16"O.C.
<br />8.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING ),FACE NAIL
<br />....................................................................................................................2-16d @16"O.C.
<br />9.STUD TO TOP OR BOTTOM PLATE,TOENAIL......................................................4-8d
<br />10.STUD TO TOP OR BOTTOM PLATE,END NAIL...................................................2-16d
<br />11.TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL............2-16d
<br />12.1" BRACE TO EACH STUD AND PLATE,FACE NAIL.............................................2-8d
<br />13.1"x6" SHEATHING TO EACH BEARING,FACE NAIL..............................................2-8d
<br />14.1"x8" AND WIDER SHEATHING TO EACH BEARING,FACE NAIL........................3-8d
<br />FLOOR
<br />1.JOIST TO SILL,TOP PLATE OR GIRDER,TOENAIL..............................................3-8d
<br />2.RIM /BAND JOIST/ BLK'G TO TOP PLATE/SILL/OTHER FRAMING BELOW,
<br />TOENAIL ........................................................................................................8d @ 6" O.C.
<br />3.1"X6" SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL....................................2-8d
<br />4.2" SUBFLOOR TO JOIST OR GRIDER,FACE NAIL..............................................2-16d
<br />5.2"PLANKS(PLANK & BEAM - FLOOR&ROOF),EACH BEATING,FACE NAL.......2-16d
<br />6.BUILT-UP GIRDERS AND BEAM,2" LUMBER LAYERS,FACE NAIL AT TOP AND
<br />BOTTOM STAGGERED ON OPPOSITE SIDES.........................................20d @32" O.C.
<br />BUILT-UP GIRDERS AND BEAM,2" LUMBER LAYERS,EACH SPLICE ,FACE NAIL
<br />................................................................................................................................2-20d
<br />7.LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,EACH JOIST OR RAFTER,
<br />FACE NAIL .................................................................................................................3-16d
<br />8.JOIST TO BAND JOIST OR RIM JOIST,END NAIL...............................................3-16d
<br />9.BRIDGING OR BLOCKING TO JOIST,RAFTER OR TRUSS,EACH END, TOENAIL
<br />.......................................................................................................................................2-8d
<br />LUMBER GRADES DOUGLAS FIR/LARCH
<br />COMPLY WITH PS 20, AMERICAN SOFTWOOD LUMBER STANDARD AND
<br />STANDARD GRADING RULES FOR WESTERN LUMBER. 19% MAXIMUM MOISTURE
<br />CONTENT AT TIME OF PLACEMENT.
<br />1.DIMENSION LUMBER: BLOCKING
<br />(2" TO 4" THICK, 2" TO 4" & NONBEARING STUDS WIDE; STANDARD)
<br />(10' MAXIMUM)
<br />2.DIMENSION LUMBER: BEARING
<br />(2" TO 4" THICK, 2" TO 4" STUDS JOISTS & RAFTERS WIDE; NO. 2)
<br />3.DIMENSION LUMBER: JOISTS AND RAFTERS
<br />(2" TO 4" THICK, 5" AND STUDS, BLOCKING, WIDER; NO. 2)
<br />4.BEAMS AND STRINGERS:
<br />(5" AND THICKER, WIDTH MORE THAN 2" GREATER THAN THICKNESS; NO. 1)
<br />5.POSTS AND TIMBERS:
<br />(4" AND 6", AND LARGER, WIDTH NOT MORE THAN 2" GREATER THAN
<br />THICKNESS; NO.2)
<br />6.HOLD DOWN POSTS: (NO. 2)
<br />ENGINEERED LUMBER
<br />1.LVL - LAMINATED VENEER LUMBER SHALL BE 2.0E MICROLLAM LVL.
<br />2.PSL - PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL.
<br />3.LSL - LAMINATED STRAND LUMBER SHALL BE 1.3E TIMBERSTRAND FOR
<br />STUDS, RIM BOARDS AND BLOCKING, 1.55E TIMBERSTRAND FOR JOIST, BEAMS
<br />AND HEADERS.
<br />ENGINEERED LUMBER I-JOISTS
<br />I-JOIST SHALL BE APA PERFORMANCE RATED MANUFACTURED IN
<br />CONFORMANCE WITH PRI-400, PERFORMANCE STANDARD FOR APA EWS.
<br />I-JOIST FLANGES TO HAVE MINIMUM WIDTH OF 1 1/2" 7 MINIMUM THICKNESS OF
<br />1 5/16". WEBS TO BE PLYWOOD OR OSB WITH MINIMUM THICKNESS OF 3/8". FOR
<br />ONE HOUR CONSTRUCTION, PRI-50 JOISTS ARE REQUIRED AT 24" OC. MAX.,
<br />SEE ESR-1405. PPROPER STORAGE, HANDLING AND INSTALLATION SHALL BE
<br />FOR THESE PLANS AND MANUFACTURER'S PERCOMMENDATIONS.
<br />WOOD STRUCTURAL PANELS (PANEL)
<br />1.REFERENCES: PS1, PS2, APA STANDARD PRP-108, NATIONAL EVALUATION
<br />SERVICE REPORT NER-108
<br />2.WALL PANELS..............OSB OR STRUCTURAL I, 15/32 INCH 32
<br />16
<br />3.ROOF PANELS..............OSB OR STRUCTURAL I, 15/32 INCH 32
<br />16
<br />4.FLOOR PANELS......................STURD-I-FLOOR, SANDED 19/32 INCH 20 OC, T&G
<br />(EXTERIOR EXPOSURE AT BALCONIES AND DECKS)
<br />5.BLOCKING:
<br />A) WALLS: ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID
<br />WITH 3x BLOCKING
<br />B) FLOORS & ROOFS: WHERE NOTED ON THE DRAWINGS, ALL SUPPORT
<br />PANEL JOINTS SHALL BE BLOCKED SOLID WITH 3x4 FLAT BLOCKING.
<br />6.NAILING: COMMON WIRE NAILS. PANEL NAILS SHALL BE DRIVEN SO THAT
<br />THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. FIELD NAILING (FN)
<br />SHALL BE 12 INCHES ON CENTER AND THE MINIMUM PANEL EDGE DISTANCES
<br />SHALL BE MAINTAINED.
<br />7.MACHINE NAILING: SUBJECT TO A SATISFACTORY JOB SITE
<br />DEMONSTRATION FOR THIS PROJECT AND REVIEW BY THE ENGINEER. THE USE
<br />OF MACHINE NAILING IS SUBJECT TO CONTINUED SATISFACTORY
<br />PERFORMANCE. PANEL NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE
<br />FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE
<br />DISTANCES ARE MAINTAINED.
<br />8.GLUED FLOORS: FIELD GLUE TO ALL SUPPORTS AND T&G EDGES PER APA,
<br />AFG-01. FRAMING SHALL BE FREE OF SURFACE MOISTURE & DEBRIS PRIOR TO
<br />GLUING.
<br />9.WOOD STRUCTURAL PANELS (PANELS): WHERE ADJACENT WALLS ARE
<br />PANELED, PANELS SHALL BE INSTALLED OVER AND UNDER OPENINGS.
<br />SN1.0 GENERAL NOTE
<br />S1.0 FOUNDATION PLAN
<br />S2.0 ROOF FRAMING PLAN
<br />SD1.0 DETAIL
<br />DBL.
<br />DET.
<br />DIA.
<br />DN.
<br />DIM.
<br />DWG.
<br />DWLS.
<br />(E)
<br />EA.
<br />E.E.
<br />E.F.
<br />EL.
<br />E.N.
<br />EQ.
<br />E.S.
<br />E.W.
<br />CTR.
<br />CTSK.
<br />CONT.
<br />CONC.
<br />BTWN.
<br />BOT.
<br />BM.
<br />BLDG.
<br />ARCH.
<br />A.B.
<br />&
<br />ABBREVIATION:
<br />EACH FACE
<br />ELEVATION
<br />EDGE NAILING
<br />EACH SIDE
<br />EACH WAY
<br />EQUAL
<br />DIMENSION
<br />EACH END
<br />DRAWING
<br />DOWELS
<br />EXISTING
<br />EACH
<br />DOUBLE
<br />DETAIL
<br />DIAMETER
<br />DOWN
<br />ARCHITECTURAL
<br />CONTINUOUS
<br />COUNTERSUNK
<br />CONCRETE
<br />CENTER
<br />BUILDING
<br />BEAM
<br />BOTTOM
<br />BETWEEN
<br />ANCHOR BOLT
<br />AND
<br />NORTHN.
<br />N/A NOT APPLICABLE
<br />EXP.
<br />EXT.
<br />F.F.
<br />F.G.
<br />FIN.
<br />FL.
<br />F.O.C.
<br />FT.
<br />FTG.
<br />GLB
<br />H.D.
<br />HGR
<br />HGT.
<br />HK.
<br />HORIZ.
<br />H.S.B.
<br />JST
<br />JT.
<br />L.S.
<br />MAX.
<br />M.B.
<br />MECH.
<br />MFR.
<br />MIN.
<br />MISC.
<br />FINISH
<br />MISCELLANEOUS
<br />MANUFACTURER
<br />MECHANICAL
<br />MACHINE BOLT
<br />LAG SCREW
<br />HIGH STRENGTH BOLT
<br />MINIMUM
<br />MAXIMUM
<br />JOINT
<br />JOIST
<br />HORIZONTAL
<br />GLU-LAM BEAM
<br />FOOT OR FEET
<br />FACE OF CONCRETE
<br />HOOK
<br />HEIGHT
<br />HANGER
<br />HOLDOWN
<br />FOOTING
<br />FLOOR
<br />FINISH GRADE
<br />EXPANSION
<br />FINISH FLOOR
<br />EXTERIOR
<br />N.I.C.
<br />No. or #
<br />O.C.
<br />N.T.S.
<br />OPP.
<br />OWJ
<br />OWG
<br />PL.
<br />PLYWD
<br />RAD.
<br />REF.
<br />REINF.
<br />REQD.
<br />S.A.D.
<br />SCHED.
<br />SECT.
<br />SIM.
<br />SPEC.
<br />SQ.
<br />STAGG.
<br />STD.
<br />STL.
<br />SYM.
<br />SPA.
<br />T.&B.
<br />THK.
<br />T.O.F.
<br />SQUARE
<br />TOP OF FOOTING
<br />TOP & BOTTOM
<br />SYMMETRICAL
<br />STANDARD
<br />STAGGERED
<br />THICK
<br />SPACING
<br />STEEL
<br />PLYWOOD
<br />SPECIFICATION
<br />SCHEDULED
<br />SEE ARCH DRAWING
<br />REINFORCED
<br />REFERENCE
<br />SIMILAR
<br />SECTION
<br />REQUIRED
<br />RADIUS
<br />OPEN WEB STEEL GIRDER
<br />OPEN WEB JOIST
<br />ON CENTER
<br />NOT TO SCALE
<br />NOT IN CONTRACT
<br />PLATE
<br />OPPOSITE
<br />NUMBER
<br />TYP.
<br />U.O.N.
<br />VERT.
<br />W/
<br />W/O
<br />WP.
<br />W.W.F.WELDED WIRE FABRIC
<br />WATERPROOF
<br />UNLESS OTHERWISE NOTED
<br />WITHOUT
<br />WITH
<br />VERTICAL
<br />TYPICAL
<br />SOUTHBAY
<br />STRUCTURE
<br />66
<br />6
<br />3
<br />
<br />O
<br />W
<br />E
<br />N
<br />S
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<br />O
<br />N
<br />,
<br />C
<br />A
<br />
<br />9
<br />4
<br />5
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<br />a
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|