HomeMy WebLinkAbout2495-44GENERAL
1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE O ENERAL NOTES.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
THE GONTRACTI NO OFFICER SHALL BE NOTIFIED OF ANY 015GREPANG I E5 OR
I NCON515TENC I E5•
3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAHI NOS. IN CASE
OF CONFLICT, DIMEN51ON5 ON ARCHITECTURAL PRANIN65 SHALL TAKE
PRECEDENCE OVER 5TRUCTURAL DRANI N6 5.
4. NOTES AND DETAILS ON PRANIN55 SHALL TAKE FREGEDENGE OVER GENERAL
NOTES AND TYPICAL DETAILS. HHERE NOTES AND DETAILS ON DRANINGS
AND THESE C ENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT H1 TH
THE F'ROJEGT 5PEC I F I GATI ON5, THE M05T 5TRI NGENT SHALL APPLY.
5. ALL HORK SMALL CONFORM TO THE STANDARDS OF THE FOLLONINC CODE:
UNIFORM BUILDING CODE, 1114 EDITION AND ANY OTHER
REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE
NORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL
SAFETY, AND THOSE CODES AND STANDARD5 LISTED IN THE CONTRACT
DOCUMENTS.
6, MANUFACTURED MATERIAL5 5HALL BE APPROVED BY THE CONTRACTING
OFFICER PRIOR TO THEIR USE. ALL REGU I REMENTS OF THOSE APPROVALS
SHALL BE FOLLOWED.
1. SEE ARCHITECTURAL DRANIN65 FOR THE FOLLOHINC:
A. 51ZE AND LOCATION OF ALL DOOR AND NINDON OPENINGS.
B. 51ZE AND LOCATION OF ALL NON-BEARING PARTITIONS,
G, 51ZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, 5LOPE5,
DEPRE55ED AREA5,CHANOE5 IN LEVEL, CHAMFERS, GROOVES, IN5ERT51 ETC,
D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS.
E. STAIR FRAMING AND DETAILS.
F. DIMEN51ON5 NOT SHONN ON STRUCTURAL DRANIN65.
8. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRANIN55 FOR THE FOLLONINC:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, HALL, ROOF AND FLOOR
OPENINGS, ETC., NOT SHOHN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS,
G. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING
ECRU I PMENT,
D. ANCHOR BOLTS FOR MOTOR MOUNT5.
E. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES.
a. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS.
LIGHT MECHANICAL AND ELECTRICAL LOADS ANCHORED INTO METAL DECK
A55EMBLY MUST BE ANCHORED INTO STRUCTURAL CONCRETE ABOVE,
SEE STEEL DECKING NOTES IF NO CONCRETE 15 U5E0.
10, THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR
5HALL PROVIDE ALL MEA5URE5 NECESSARY TO PROTECT THE STRUCTURE
DURING CONSTRUCTION. SUCH MEA5URE5 SHALL INCLUDE, BUT NOT BE
LIMITED TO BRAG I NO, SHORI NGS FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
FTG, OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
11. OPENIN051 POCKETS, ETC, SHALL NOT BE PLACED IN STRUCTURAL MEMBER5
UNLE55 SPECIFICALLY DETAILED ON THE STRUCTURAL DRANI NGS,
NOTIFY THE CONTRACTING OFFICER HHEN PRANIN65 BY OTHERS SHON
OPENIN05, POCKETS, ETC., NOT 5HOHN ON THE STRUCTURAL DRANIN05,
BUT HHIGH ARE LOCATED IN STRUCTURAL MEMBERS.
12. 5PEC I F I GAT I ON5, GORES AND 5TANDARD5 NOTED IN THE CONTRACT
DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING
SUPPLEMENTS, UNLE55 OTHERNISE NOTED, MATERIAL 5PECINCATION5
ARE A5TM LATEST EDITION UNLE55 NOTED OTHERNI5E (U.N.O.).
EDITIONS MUST HAVE L.A. CITY APPROVAL.
15. THE CONTRACTOR SHALL INVESTIGATE 51 TE FOR FILLED EXGAVATI ONS
OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS,
ETC, IF ANY SUCH STRUCTURES ARE FOUND, CONTRACTING OFFICER SHALL
BE NOTIFIED IMMEDIATELY.
14, CONSTRUCTION MATERIALS SHALL BE 5PREAD OUT IF PLACED ON FRAMED
FLOORS OR ROOFS. LOAD 5HALL NOT EXCEED THE 17)E5167N LIVE LOAD PER
SG2UARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING HHERE
STRUCTURE HAS NOT ATTAINED DE51ON 5TRENOTH OR HHERE OVERLOAD
15 ANTICIPATED.
15. DE51GN CRITERIA:
A. LIVE LOAD,
AREA DESIGN LIVE LOAD REMARK
ROOF 20 P5F REDUCED
B. BUILDING LATERAL STRUCTURAL SYSTEMS SEISMIC ZONE 4.
IMPORTANCE FACTOR = 1.00
BLDG. Nos. 1 4 2 --BEARI N6 HALL 5Y5TEM HITH LI C HT FRAMED SHEAR
HALL5 OF HOOD CONSTRUCTION.
RE5PON5E GOEFF. RH=B
BASE SHEAR V = O.158W
TONER -INTERMEDIATE STEEL MOMENT RE515T1 NC FRAME
RESPONSE GOEFF. RN=&
BASE SHEAR V=0.153
SPECIAL INSPECTION
1. SPECIAL INSPECTION BY A RE515TERED DEPUTY BU I LD I NC INSPECTOR,
APPROVED BY THE CONTRACTING OFFICER AND THE CHEGKINC AGENCY,
SHALL BE REQUIRED FOR THE FOLONINC TYPES OF NORK. SEE PROJECT
SPECIFICATIONS FOR SPECIFIC REQU I REMENT5.
A. ALL CONCRETE HITH F'o > 2500pp$i
B. REINFORCING STEEL GRAVE, PLACEMENT AND HELD I NC
C. ALL HIGH STRENGTH BOLTS AND EXPAN51ON TYPE ANCHOR BOLTS.
D. ALL FIELD NELD I NG (EXCEPT METAL 5TUD5, FURRING CHANNELS, ETC.),
E. ALL CMU HORK
GENERAL NOTES 8. ALL 51LL PLATES BEARING ON CONCRETE SHALL HAVE FULL BEARING.
FOUNDATION
I. FOUNDATION DE516N BASED ON 501L REPORT BY THE J.BYER GROUP, INC.
DATED APRIL 11, I CIO16 PROJECT No. JB -16854'5
2. FOOTING DESIGN BASED ON ALLOWABLE BEARING CAPACITY OF 2000 sF.
FOCTIN65 SHALL BE FOUNDED AT LEAST 15 INCHES BELON LOWEST ADJACENT
GRADE AND ARE AT LEAST 12 INCHES WIDE. FOOTIN55 SHALL BE FOUNDED
N NATURAL ALLUVI UN OR FUTURE COMPACTED FILL.
3. CONTRACTOR SHALL PROVIDE FOR DE-HATERINS OF EXCAVATIONS FROM EITHER
SURFACE HATER, GROUND MATER OR SEEPAGE, IF REQUIRED.
4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND I N5TALLATI ON OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE
EARTH BANK5.
5. EXCAVATION AND COMPACTING (AS REOU I RED) FOR FOOTI NO 5 5HALL BE
APPROVED BY THE GONTRACTI NC OFFICER PRIOR TO PLAC I NC CONCRETE
AND RE I NFORC I N5 . SEE SPECIFICATIONS.
6. ALL EXCAVATIONS 5HALL BE PROPERLY BAGKF I LLED, DO NOT PLACE
BACKFILL BEHIND RETAINING HALLS BEFORE CONCRETE HAS ATTAINED
FULL DE516N STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL
BUI LD I NC AND PIT HALLS BELON 6 RADE FROM LATERAL LOAD5 UNTIL.
ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAI NNED
FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS
AND I N5TALLATI ON OF SUCH BRAG I NCS,
1. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL N I TH I N BUILDING
AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, IN ACCORDANCE
NI TH 501 L 5 REPORT. FLOOD I NC WILL NOT BE PERMITTED.
8. ALL ABANDONED FOOTI N55, UTILITIES, ETC., THAT INTERFERE HITH NEN
CONSTRUCTION SHALL BE REMOVED.
1. NEN FOOT I NC 5 MUST EXTEND INTO UND 15TURBEP BEARI NCC 5011-5 UNLE55
OTHERWISE NOTED.
10. ALL EARTHWORK INCLUDING 5U55RADE AND BASE COURSE PREPARATION
SHALL BE PERFORMED IN ACCORDANCE WITH SOILS REPORT RECOMMENDATIONS.
CONCRETE
I. ALL PHA5E5 OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL
CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE111
AGI 51e-8�, HITH MODIFICATIONS A5 NOTED IN THE CONTRACT DOCUMENTS.
2. 50HEOULE OF STRUCTURAL CONCRETE 29 -DAY 5TRENOTH5 4 TYPES:
LOCATION IN STRUCTURE STRENGTH PSI TYPE
5LAB-ON-6RADE 3250 HARDROGK
FOOT I N65 5250 HARDROCK
ALL OTHER CONCRETE 5250 HARDROCK
5. PORTLAND GEMENT SHALL CONFORM TO ASTM 0--150, TYPE I OR TYPE II,
LON ALKALI.
4. AGGREGATE FOR HARDROCK CONCRETE A5TM 0-55.
5. THE MINIMUM CONCRETE 5LA5 THICKNESS SHALL BE MAINTAINED UNLE55
OTHERHISE SHORN,
6. PROVIDE NON SHRINK GROUT UNDER BA5EPLATE5, 51LL PLA7F5,
ETC., SEE CONTRACT DOCUMENTS.
1. CONCRETE MIXING OPERATION, ETC., 5HALL CONFORM TO 0-14.
8, PLACEMENT OF CONCRETE SHALL CONFORM TO AGI 504 AND CONTRACT
DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST HHIGH CONCRETE
15 TO BE PLACED.
1. THE FOLLOHI NCS MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT:
MINIMUM COVER, INCHES
A. CONCRETE CAST AGAIN5T AND
PERMANENTLY EXPOSED TO EARTH ........... 5
B. CONCRETE EXP05ED TO EARTH (FORMED) OR WEATHER:
#6 AND LARGER................................2
#5 OR SMALLER................................I 1/2
G. CONCRETE NOT EXP05ED TO HEATHER- OR IN CONTACT
HITH GROUND (FORMED)
SLABS (RESTRAINT) AND HALL.......... 3/4
5LA55(UNRE5TRAINT)........................I
10. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE IN5ERT5 SHALL BE
WELL SECURED IN POSITION PRIOR 70 PLACING CONCRETE.
II. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENIN09 IN CONCRETE
BEFORE PLACING. DO NOT OUT ANY REINrOf2GING WHICH MAY CONFLICT.
GORING IN CONCRETE 15 N07 PERMITTED EXCEPT A5 SHOWN. NOTIFY THE
STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE
DRAWINGS.
12. CONDUIT 012 PIPE SIZE (O.D.) SHALL NOT EXCEED ONE THIRD OP SLAB
THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING,
UNLE55 SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR
PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.
13. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE
APPROVED BY THE ARCHITECT BEFORE USE.
MASONRY (CONCRETE BLOCK)
I, REGULAR CONCRETE BLOCK SHALL BE MEDIUM WEIGHT HOLLOW LOAD
BEARING CONCRETE MA50NRY UNITS CONFORM TO ASTM Gq0 GRAPE N. DE516N
STRENGTH Fm'=1500 Psi.
ALL STRUCTURAL CMU MEMBERS ARE BASED ON FULL pE916N 57fiENG7H, 1'E5T5
PER UBC ARE REQUIRED.
2. GEMENT SHALL BE A5 9PEGIMED FOR CONCRETE.
3. MORTAR MIX SHALL CONFORM TO REQUIREMENTS FOR TYPE 5 AND PROJECT
SPECIFICATIONS. MORTAR SHALL ATTAIN A GOMPRE551VE 5TRENOTH OP 2000 P51
AT 28 DAYS. ADMIXTURE SHALL BE 51KA ISD LABEL.
4. GROUT SHALL CONFORM 70 GROUT. GROUT SHALL
ATTAIN A COMPRESSIVE 5TRENOTH OF 2000 P51 AT 28 PAYS, ADMIXTURE
SHALL BE 51KA GROUT AID, OR EQUAL.
5. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER
MANUFACTURER'S RECOMMENDATIONS.
6. PROVIDE A MINIMUM OF 1/2 INCH GROUT BETWEEN MAIN REINFORCING AND
MA50NRY UNITS,
1. LOW -LIFT CONSTRUCTION; MAXIMUM GROUT POUR HEIGHT I5 4 FEET.
8. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,
UNLE55 NOTED OTHERHI5E.
1. CELL5 5HALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOT I NC S SHALL BE
SET TO ALIGN WITH GORES CONTAINING REINFORGINC STEEL. %„-
10. REFER TO ARCHITECTURAL DRAW I NC FOR 5URFAGE AND HEI 6 HT OF UNITS,
LAYING PATTERN AND JOINT TYPE.
11. CONTINUOUS INSPECTION 15 REQUIRED, FOR ALL CMU AND 5CMU CONSTRUCTION
UNLE55 NOTES OTHE"15E.
REINFORCING STEEL
1. ALL RE I NFORC I NC 5TEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE
HITH THE "BU I LD I NC CODE REQUIREMENTS FOR REINFORCED CONCRETE"
(ACI -315 115ci EDITION), OR MODIFIED BY THE CONSTRUCTION DOCUMENTS
AND THE 141011 EDITION OF THE L,A, CITY CODE,
2. RE I NFORC I NO BARS - A5TM A-615 ORADE 60. EXCEPT #3 AND #4 STIRRUPS
AND TIES MAY BE ORADE 40.
5. ALL RE I NFORG I NC BAR BENDS SHALL BE MADE GOLD.
4. HELPED HIRE FABRIC - A--185.
5. MINIMUM LAP OF HELPED HIRE FABRIC 5HALL BE 6 INCHES, OR ONE FULL MESH
PLUS THO INCHES, HH I GHEVER 15 GREATER.
(5, RE I NFORC I NC 5PL I CE 5 SHALL BE MADE A5 INDICATED ON THE DRANI NG5.
1, DOHEL5 BETHEEN FOOT I N65 AND HALLS OR COLUMNS SHALL BE THE 5AME GRADE,
51ZE AND SPAC I NC A5 THE VERTICAL RE I NFORC I N5, RESPECTIVELY, UNLESS
NOTED OTHERHI SE.
8. ALL BARS 5HALL BE MARKED SO THEIR I DENTI F I GAT I ON CAN BE VISIBLE HHEN
THE FINAL I N• -PLACE INSPECTION 15 MADE.
1. APPROVED GRO55-51RI POI NO OR 501L BLOCKING 5HALL BE SPACED A5
FoLLoNS•
A. FOR ROOF JOISTS MORE THAN 8 INCHES IN DEPTH, AT 10 FEET MAXIMUM.
B. FOR FLOOR JO15T5 MORE THAN 4 INCHES IN DEPTH, AT 8 FEET MAXIMUM.
10, ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR BUILT-IN CAMBER
UP UNLF55 NOTED OTHERNI5E.
11. NAILED CONNECTIONS SHAL CONFORM TO "NA I L I N0 SCHEDULE" TABLE IN THE
GOVERNING CODE USING COMMON NAILS UNLESS NOTED OTHERWISE.
12. TIMBER CONNECTORS AS MANUFACTURED BY "SIMPSON" OR APPROVED EQUAL.
15. ONLY 1050 APPROVED PLATE NA5HER5 SHALL BE USED FOR HOLD DOWN
ANCHORS. ALL HOLD PORN ANCHORS SHALL HAVE BOLT HOLES 1/16" MAX.
LAR6 ER THAN BOLT DIAMETER,
13. MACHINE APPLIED NAILING 15 SUBJECT TO A SATISFACTORY DEMONSTRATION
AND THE APPROVAL OF THE CHECKING AC ENCY AND THE ARCHITECT, NAIL HEADS
SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A
HAND HAMMER. EDC E D 15TANCE5 SHALL BE MAINTAINED, 5H I NER5 SHALL BE
REPLACED, THE APPROVAL 15 SUBJECT TO CONTINUED 5AT15FACTORY PER-
FORMANCE. MACHINE APPLIED NA I L I N6 ONLY ON PLYHOOD GREATER THAN 5116,
14, NAILING SCHEDULE
NAILED CONNECTIONS SHALL CONFORM TO THE MINIMUM NAILING SCHEDULE
BELOW, UNLE55 NOTED OTHERHI5E. ALL NAILS SHALL BE COMMON HIRE
NAILS, HHERE DRIVING OF NAILS CAUSES 5PLITTING, HOLES FOR THE NAILS
SHALL BE 5UBDR1 LLED.
I. J015T5 OR RAFTERS TO SIDES OF 5TUD5, OR RIM J015T5:
A. 8 INCH JOISTS OR LESS FACE NAILS
(END NAILS AT RIM JOIST 5 - 160 NAILS
B. FOR EACH ADDITIONAL 4 INCHES
IN DEPTH. OF JOIST I - 160 NAILS
STRUCTURAL STEEL ANCA MISCELLANEOUS METAL
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE HITH THE RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDIN65 (EIGHT EDITION),
2. ALL STRUCTURAL STEEL SHALL CONFORM TO A56.
5. PIPE COLUMNS - A531 GRADE 'Bi.
4. STEEL TUBES A5001 GRADE 'B' (FY r 46000 P51).
5. HIOH 5TRENOTH BOLTS - A525F UNLE55 NOTED OTHERHI5E.
6. ANCHOR BOLTS A5TM -- A501,
1. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRANIN55 FOR
ARCHITECT'S REVIEN BEFORE FABRICATION. HELD 51ZE 5HALL BE AISG MINIMUM
UNLE55 A LARGER 51ZE 15 NOTED.
8, BOLT HOLES IN STEEL SHALL BE 1/I6 INCH LARGER IN DIAMETER THAN NOMINAL
51ZE OF BOLT USED, UNLE55 NOTED OTHERHI5E.
q. ALL HELDS SHALL BE P REOUAL I F I ED IN CONFORMITY HITH THE CODE FOR
HELPING IN BUILDING CONSTRUCTION (AN5 V1.1) OF THE AMERICAN HELPING
50C I ETY.
10. BUTT HELPS, COMPLETE PENETRATION OR PARTIAL PENETRATION ARE INDICATED
A5 C.P. OR P.P. RESPECTIVELY.
1 I . HELPING OF SHEET METAL AND METAL 5TUD5 5HALL BE IN ACCORDANCE NI TH
U.B•C, STANDARD 21--15 AND AH5 D1.5 PERFORMED BY CERTIFIED LIGHT C AU6E
WELDERS.
12. ALL EXF05ED BUTT HELPS SHALL BE GROUND SMOOTH.
13. ALL EXP05ED 5TEEL SHALL BE HOT -DIPPED OALVANIZED.
WOOD
1. FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. I GRAVE, UNLESS OTHERHI SE
NOTED. STUDS SHALL BE DOUCLA5 FIR LARCH NO. 2 ORADE, UNLE55 OTHERHI5E
NOTED. MAXIMUM ALLOWABLE MOISTURE SHALL BE 14190 .
2. ALL PLYHOOD SHALL BE STRUCTURAL "I CDX" CONFORMING TO PRODUCT STANDARD
P5 i -P 5. USE PLYNOOD NA I L5 SAME GUAO E OR LAROER A5 COMMON HIRE NAILS
HITH LENGHT5 AT LEAST EQUAL TO 1/2 THE LENGTH OF COMMON NAIL REOUIRED
PLUS PLYHOOD THICKNESS.
5. BOLT HOLES 5HALL BE 1/52 TO 1116 INCH MAXIMUM LARGER THAN THE BOLT
SIZE. RETIOHTEN ALL NUTS PRIOR TO CL051 NG IN.
4. STANDARD OUT HA5HER5 SHAD. BE USED UNDER BOLT HEADS AND NUTS
AGA I N5T HOOD. USE HEAVY PLATE OR MALLEABLE IRON NA5HER5 FOR ALL
BOLTS HHERE 5HONN ON CONSTRUCTION DOCUMENTS,
5. ALL. SI LL5 OR PLATES RE5T1 N6 ON CONCRETE OR MASONRY 5HALL BE
PRE55URE TREATED POU( LA5 FIR.
6. ALL STUD PARTITION5 OR HALLS OVER 10 FEET HIGH SHALL HAVE 2 X
BRIDGING, SAME HIDTH A5 THE STUD, PREFERABLY AT MIDHEISHT BUT NOT TO
EXCEED INTERVALS OF 8 FEET.
b
1. DO NOT NOTCH OR DRILL HOOD MEMBERS EXCEPT HHERE SHONN IN DETAILS.
OBTAIN ENC I NEER'5 APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED.
2. JOISTS OR RAFTERS AT ALL BEARING,
8.
TOE NAILS EACH SIDE .
2 -
IOD NAILS
5.
RIM JOIST TO PLATE, TOE NAILS ,.
IGD
a 16" O.C.
4.
BEAM OR GIRDER TO POST, TOE NAILS.
4 -I&D NAILS
5.
BLOCKING BETWEEN JOISTS, RAFTERS OR STUDS:
FACE NAILS,
A. TO JOIST, RAFTER OR STUD,
P. AT EACH 510E OF THE 4 FEET MINIMUM
. TOE NAILS EACH END
2 --
IOD NAILS
10.
B. TO JOIST OR RAFTER BEARIN65,
FACE NAILS
TOE NAILS EACH 510E .
2 -
IOD NAILS
6.
GRO55-15RIPC I NO TO J015T OR RAFTER,
DOUBLE JOISTS, RAFTERS OR HEADERS
IGD a 16" O.G.
15.
TOE NAILS EACH SIDE
2 •-
80 NAILS
1.
SOLE PLATE TO J015T OR BLOCKING, FACE NAIL
16D
a 16" O.G.
8.
POST TO PLATE, TOE NAILS
4 •- 16D NAILS
11.
DOUBLE TOP PLATES (MINIMUM 4 FEET LAP AT SPLICES):
A. LONER PLATE TO TOP OF 5TUD5, END NAILS.
2 - 160 NAILS
B. UPPER PLATE TO LOWER PLATE, FACE NAILS .
IGD a 16" D.G.
C. LAPS AT CORNERS AND INTERSECTIONS,
FACE NAILS,
2 - IGD NAILS
P. AT EACH 510E OF THE 4 FEET MINIMUM
LAP SPLICE .
5 - I&D NAILS
10.
DOUBLE STUDS OR BUILT-UP CORNER 5TUD5,
FACE NAILS
IGD a 24" O.G.
11,
5TUD5 TO BEARI N6 5, TOE NAILS EACH 51 DE
2 - I ODD NAILS
12.
DOUBLE JOISTS, RAFTERS OR HEADERS
IGD a 16" O.G.
15.
RIBBONS TO 5TUD5-ONE INCH RIBBONS (IX4 MIN.)
2 - 8D NAILS
-THO INCH RIBBONS (2X4 MIN.)
2 - 160 NAILS
14.
DIAGONAL LET-iN BRACE TO EACH (I X(o MIN.) STUD
AND PLATE, FACE NAILS . . . . . . . . .
3 - 80 NAILS
15.
HOOD TRU55E5 (TI TO T4) 5HALL BE FABRICATED IN
AN APPROVED
AND GERTI F I ED SHOP IN ACCORDANCE NI TH UBC 5EGTI ON 506 (F)
AND 5HALL REGU I RED SPECIAL INSPECTION.
GLUE -LAMINATED WOOD
I. C-SLUE-LAMINATEI7 WOOD BEAMS SHALL BE DOUGLAS SIR,
COMBINATION 24F -V8, UNLESS NOTED OTHERWISE.
2. USE EXTERIOR TYPE ADHESIVES UNLESS NOTED OTHERNISE.
3. BEAMS SHALL BE "INDUSTRIAL" APPEARANCE ORADE U.N.O.
4. ALL LAMINATIONS FOR "CLU -LAM" BEAMS SHALL BE 1 1/2" THICK
AND OF THE NIDTH 5HONN OR NOTED. ALL LAMINATIONS SHALL BE
PARALLEL TO THE BOTTOM EDGE OF THE BEAM.
5. THE GLUED -LAMINATED HOOD FABRICATOR SHALL FURNISH SHOP
PRANIN65 FOR ARCH I TFCT'5 REV I EN BEFORE FABRICATION.
6. ALL "CLU -LAM" MEMBERS SHALL BE STAMPED HITH THE APPROPRIATE
IDENTIFYING MARK OF AN APPROVED INSPECTION AGENCY.
SEE SHT, S-2.3 FOR REVISED SCOPE OF WORK
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•DWG...NO. 2495, $4EET 44 of 69
AS BUILT 10/19/98