HomeMy WebLinkAbout2453-52GENERAL
r THE PROJECT SPECIFICATIONS I'OFZM A PART OF THESE GENERAL NOTES.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
THE CONTRALTI N6 OFF I GER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR
INCONSISTENCIES.
3 D I MENS I ONS SHALL TAKE PRECEDENCE OVER SCALED DRAWI N65. IN CASE
OF CONFLICT, D I MEN51 ON5 ON ARCHITECTURAL DRAW I N65 SHALL TAKE
PRECEDENCE OVER STRUCTURAL DRAWI N65.
4. NOTES AND DETAILS ON DRAW I N65 SHALL TAKE PRECEDENCE OVER 6ENERAL
NOTES AND TYP I GAL DETAILS. HHERE NOTES AND DETAILS ON DRAW I N65
AND THESE 6ENERAL NOTES AND TYP I GAL DETAILS ARE IN CONFL I GT WITH
THE PROJECT SPECIFICATIONS, THE MOST 5TR I NC6ENT SHALL APPLY.
5. ALL NORK SHALL CONFORM TO THE STANDARD5 OF THE FOLLOWING CODE:
UNIFORM 15J I LD I N6 CODE, I CIC14 EDITION AND ANY OTHER
RESULATIN6 AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE
HORK, I NGLUD I N6 THE STATE OF GAL I FORN I A DIVISION OF INDUSTRIAL
SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT
DOGUMENT5.
6. MANUFACTURED MATER I ALS SHALL BE APPROVED BY THE CONTRALTI N6
OFFICER PRIOR TO THEIR USE. ALL REQUIREMENTS O= THOSE APPROVALS
SHALL BE FOLLOWED.
1. SEE ARCHITECTURAL DRAWIN65 FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND HI NDOW OPEN I N65.
B. 51ZE AND LOCATION OF ALL NON-BEARIN6 PARTITIONS.
Co. 51ZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES,
DEPRESSED AREAS,CHANOE5 IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
0. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPEN I N65.
E. STAIR FRAM I N6 AND DETAILS.
F. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
6. 5EE MECHANICAL, PLUMBING AND ELECTRICAL DRAWIN65 FOR THE FOLLONIN(5:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, MALL, ROOF AND FLOOR
OPENIN65, ETC., NOT SHORN OR NOTED.
B. ELECTRICAL GONDU I T RUNS, BOXES, OUTLETS IN HALLS AND SLABS.
0. ANCHORAGE AND BRAG I N6 FOR ELECTRICAL, MEGHAN I G AL OR PL IN6
EOU I PMENT.
D. ANCHOR BOLTS FOR MOTOR MOUNTS.
E. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES. .
q . MECHAN I OAL AND ELECTRICAL LOA175 MAY BE SUIPPORTED FROM BEAMS.
L E &HT MECHANICAL AND ELECTRICAL LOADS ANCHORED INTO METAL DECK
A55EMBLY MUST BE ANCHORED INTO 5TRUCTI)RAL CONCRETE ABOVE.
SEE STEEL DECKING NOTES IF NO CONCRETE 15 USED.
O. THE CONTRACT DOCUMENT5 REPRESENT THE FINISHED, 5TRUCTURE.
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR
SHALL PROVIDE ALL MEASURES NECE55ARY TO PROTECT THE 5TRUCTURE
DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE
L I M I TED TO BRAG I N6, SHOR I N6 FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
ETC. OBSERVATION V 151 T5 TO THE 51 TE BY THE 5TRUCTURAL EN61 NEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
11. OPENIN65, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS
UNLESS SPECIFICALLY DETA I LED ON THE STRUCTURAL DRAWI N65.
NOTIFY THE CONTRACTING OFFICER WHEN DRAHIN65 BY OTHERS 5HOK
OPEN I N65, POCKETS, ETC., NOT 5HOHN ON THE STRUCTURAL DRAHI N55,
BUT HH I CH ARE LOCATED IN STRUCTURAL MEMBERS.
12, SPECIFICATIONS, CODES AND STANDARDS NOTED IN THE CONTRACT
DOCUMENT'S SHALL BE OF THE LATEST APPROVED ISSUE, I NCLUD I N6
5JPPLEMENT'5, UNLE55 OTHERH! 5E NOTED. MATERIAL SPECIFICATIONS
ARE A57M LATEST EDITION UNLESS NOTED OTHERWISE (U .N.O ).
=D' TI ONC- Mlr'ST HAVE L A. C ! T`( APPROVA.w
15. THE CONTRACTOR SHALL INVEST16ATE 51 TE FOR FILLED EXCAV AT i ONS
OR BURIED STRUCTURES SUCH AS CESSPOOLS, G I STERNS, FOUNDATIONS,
ETC. IF ANY SUCH STRUCTURES ARE FOUND, CONTRACTI N6 OFFICER SHALL
BE NOTIFIED IMMEDIATELY.
14. CONSTRUCTION MATE RI ALS SHALL 15E SPREAD OUT IF PLACED ON FRAMED
FLOORS OR ROOFS. -LOAD SHALL NOT EXCEED THE DES 16N LIVE LOAD PER
SQUARE FOOT. P'ROV I DE ADEOUATE SHOR I N6 AND/OR BRAG I N& HHERE
STRUCTURE HAS NOT ATTAINED DE516N 5TREN6TH OR WHERE O\vTRLOAD
15 ANTICIPATED.
IR. DE516N CRITERIA:
A. LIVE LOAD,
AREA DES 16N L I VL LOAD REMARK
ROOF 20 P5F REDUCED
S. BU I.D I N6 LATERAL STRUCTURAL SYSTEMS SEISMIC ZONE 4.
IMFORTANGE FACTOR = 1.00
5LD6. Nos. 1 4 2-BEARIN6 HALL SYSTEM HIT�4 L16HT FRAMED 54EAR
Kk.LS OF HOOD CONSTRUCTION.
RESPONSE COEFF. R?t=B
BASE SHEAR \/20.136H
TONER -WE MEDI ATE STEL MOMENT RES I STING FRAME
RESPONSE GOEFF. RW=6
BASE SHEAR V=0.163
SPECIAL INSPECTION
1. SPECIAL INSPECTION BY A RE61 STEREO DEPUTY BU I LD I N6 INSPECTOR,
APPROVED BY THE CONTRACT I N6 OFFICER AND THE CHECK I N6 A6 ENCY,
SHALL BE REQUIRED FOR THE FOLLOHIN6 TYPES OF WORK. SEE PROJECT
SPECIFICATIONS FOR SPECIFIC REQU I REMENT5.
A ALS. CONCRETE WITH f'c > 2500
psi
B REINFORDIN6 STEEL P AE
MENT AND HELD I N6.
C C. ALL H I C* STRENC TH BOLTS AND EXPANSION TYPE ANCHOR BOLTS.
r./. AL FIELD HELD I N6 (EXCEP" METAL STUDS , FURRI N6 CHANNELS, ETC .) .
E. ALL CMU HORK
GENERAL* NOTES
FOLNDATION
1. FOUNDATION DESIGN BASEL ON SOIL REPORT BY THE J.BYER GROUP, INC.
DATED APRIL I a, A% PROJECT No, JB -16834-8
2. FOOTING DES16N BASED ON ALLOWABLE BEARIN6 CAPACITY OF 2000psf.
FOOT I NGS SHAL L BE FOUNDED AT LEAST 16 INCHES BELCH LONEST ADJACENT
GRADE AND ARE AT LEAST 12 INCHES HIDE. FOOTIN65 SHALL BE FOUNDED
IN NATURAL ALLUVIUM OR FUTURE COMPACTED FILL.
3. CONTRACTOR SHALL PROVIDE FOR DE-HATERINC7OF EXCAVATIONS FROM EITHER
SURFACE KATE , GROUND HATER OR SEEPAGE, IF REOU I RED.
4. CONTRACTOR SHALL PROVIDE FOR DES16N AND INSTALLATION OF ALL
CR65I1`46, SHEATHING AND 5HORIN6 REQUIRED TO SAFELY RETAIN THE
EARTH BANKS.
5. EXCAVATION AND GOMPACTIN6 (AS REQUIRED) FOR FOOTINSS SHALL BE
APPROVED BY THE CONTRACTI N6 OF I GER PRIOR TO PLAC I N6 CONCRETE
AND RE I NFORC I N6 . SEE SPECIFICATIONS.
6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE
BACKFILL BEHIND RETA I N I N& HALLS BEFORE CONCRETE HAS ATTAINED
FULL DES16N STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL
BU I LD I N6 AND PIT HALLS BELOH 6RADE FROM LATERAL LOADS UNTIL
ATTACHING' FLOORS ARE COMPLETELY IN 'PLACE AND HAVE ATTAINNED
FULL DES 15N STRENGTH . CONTRACTOR SHALL PROVIDE FOR DES I C N, PERMITS
AND INSTALLATION OF SUCH BRAGIN6.
1. FOOTING BACKFILL AND UTILITY 1 NC44 BACKFILL HITHIN BUILDING
AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS, IN ACCORDANCE
HITH SOILS REPORT. FLOODI N6 HILL NOT BE PERM11 TED.
6. ALL ABANDONED FOOTIN65, UTILITIES, ETC., THAT INTERFERE HITH NEW
CONSTRUCTION SHALL BE REMOVED.
1q. NEH FOOT I NGS MUST EXTEND INTO UNDISTURBED BEAR I N6 SOILS UNLESS
OTHERH I SE NOTED.
10. ALL EARTHHORK INCLUDIN6 5UB6RADE AND BASE GORSE PREPARATION
SHALL BE PERFORMED IN ACCORDANCE HITH SOILS REPORT RECOMMENDATIONS.
CONCRETE
I. ALL PHASES OF HORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL
CONFORM TO THE BU I LD I N6 CODE REOUIREMENTS REQUIREMENTSFOR REINFORCED CONCRETE11
,
AGI 3 ► 8 -Sal, HITH MODIFICATIONS A5 NOTED IN THE CONTRACT DOCUMENTS.
2. SCHEDULE OF STRUCTURAL CONCRETE 28 -DAY STRENOTH5 4 TYPES:
LOCATION IN STRUCTURE STRENGTH PSI TYPE
5LA3-ON-GRADE 3250 HARDROCK
FOOTINGS 3250 HARDROCK
ALL OTHER CONCRETE 3250 HARDROCK
3. PORTLAND GEMENT SHALL CONFORM TO ASTM G-150, TYPE I OR TYPE II,
LON ALKALI.
4. A66RE6ATE FOR HARDROCK CONCRETE ASTM 0-33.
5. THE MINI MUM CONCRETE SLAB THICKNESS SHALL BE MAI NTA I NED UNLESS
OTHERHISE SHORN.
6. PROVIDE NON SHRINK GROUT UNDER BASEPLATES, SILL PLATES,
ETC., SEE CONTRACT DOCUMENTS.
1. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO 0-414.
6. PLACEMENT OF CONCRETE SHALL CONFORM TO AGI 304 AND CONTRACT
DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES A6A I N5T HHI GH CONCRETE
IS TO BE PLACED.
1. THE FOLLOWINS MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCEMENT,
MINIMUM COVER, 'NGNE5
A_ CONCRETE CAST ASAIN5T AND
PERMAN"=`Vr "00 EXPOSED TO EAQTr4 .........3
B. CONCRETE EXP05ED TO EARTH (FORMED) OR AEATHERR:
06 AND LAR6ER ...............................
" OR SMALLER................................1 1/"
Co. CONCRETE NOT EXP05ED TO WEATHER OR IN WNTAGT
HITH GROUND (FORMED)
SLABS (RESTRAINT) AND WALL.......... 3/4
5LA55 (UNRE5TRA I NT) ........................I
10. ALL RE NFORGIN6 BARS, ANCHOR BOLTS AND 7HM CONCRET= INSERTS SHALL BE
WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
II. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE
BEFORE PLAG I N6. DO NOT GUT ANY RE I NFORG I N6 WH I GH MAY CONFLICT.
GORING IN CONCRETE 15 NOT PERMITTED EXCEPT A5 SHORN. NOTIFY THE
STRUCTURAL EN61 NEER i N ADVANCE OF GOND I TI ONS NOT SHORN ON THE
DRAM NGS.
12. CONDUIT OR PIPE SIZE (O.D.; SHALL NOT EXCEED ONE THIRD OF SLAB
T+41 GKNE55 AND 5HA' I BE PLACED BETHEEN THE TOP AND BOTTOM RE I NFORG i N6,
UNLESS SPEC i F I CALLY DETA I LED OTHERH I SE. CONCENTRATIONS OF CONDUITS OR
P!PE5 SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED.
15. GUR I N6 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 WE16HT HOLLON LOAD
BEARIN6 CONCRETE MASONRY UN75 T5 CONFORM TO ASTM CQO 6RADE N. DES 16N
STREN&TH Fm'= 0500 Psi.
ALL STRUCTURAL CMU MEMBERS ARE BASED ON FULL PM16N STRENGTH, TESTS
PER UBC ARE REQU I RED .
2 GEMENT SHALL BE AS SPEC I F i ED FOR CONCRETE.
3 MORTAR MIX SHALL CONFORM TO REQUIREMENTS FOR TYPE 5 AND PROJECT
SPEC I F I G ATI ONS . MORTAR SHALL ATTAIN A COMPRESSIVE 5TRENOTH OF 2000 Psi
AT 26 DAYS ADMIXTURE SHALL BE 51KA RED LABEL.
4 &ROUT SHALL CONFORM TO REOU I REMENTS FOR COARSE GROUT. &ROUT SHALL
ATTAIN A COMPRESS i VE 5TRENGTH OF 2000 P51 AT 26 DAYS. ADMIXTURE
SHALL BE 51 KA &ROUT AID, OR EQUAL.
5, ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER
MANUFACTURER'S RECOMMENDATIONS.
6, PROV i DE A MINIMUM OF 1/2 INCH GROUT BETNEEN MAIN RE I NFORC I N6 AND
MA50NRY UN I T5.
1. LOH-LIFT CONSTRUCTION; MAXIMUM GROUT POUR HEIGHT IS 4 FET.
6. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT,
UNLE55 NOTED OTHERHI5E.
Q. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTIN65 SHALL BE
SET TO AL 16N WITH CORE5 CONTA I N I NS RE I NFORC I N6 STEEL. ..
10. REFER TO ARCHITECTURAL DRAW I N6 FOR SURFACE AND HEI 6HT OF UN I T5,
LAY IN6 PATTERN AND JOINT TYPE.
11. CONTINUOUS INSPECTION 15 REOU I RED, FOR ALL CMU AND 5GMU CONSTRUCTION
UNLE55 NOTES OTHERHISE.
REINFORCING STEEL
1. ALL RE I NFORC I NS STEEL SHALL BE DETA I LED AND PLACED IN CONFORMANCE
W 1 TH THE "BU I LD I N6 CODE REQUIREMENTS FOR REINFORCED CONCRETE"
(ACI -316 I QSq EDITION), OR MODIFIED BY THE CONSTRUCT 1 ON DOCUMENTS
AND THE 1°1°11 EDITION OF THE L.A. CITY GORE. I
2. REINFORCING BARS - ASTM A-615 GRADE 60. EXCEPT #3 AND #4 STIRRUP'
AND TIES MAY BE GRADE 40.
ALL RE I NFORG I N6 BAR SENDS SHALL BE MADE GOLD.
4. MELDED WIRE FABRIC - A-165.
5. MINIMUM LAP OF HELDED HIRE FABRIC SHALL BE 6 INCHES, OR ONE FULL MESH
PLUS TWO INCHES, HH I CHEVER 15 GREATER."
6. RE I NFORC I N6 SPLICES SHALL BE MADE AS INDICATE ON THE DRAWI N65.
1. DOHEL5 BETHEEN FOOTIN65 AND WALL5 OR COLUMNS SHALL BE THE SAME GRADE,
51ZE AND 5PAC I N6 A5 THE VERTICAL RE I NFORG I N6, RESPECTIVELY, UNLE55
NOTED OTHERWISE.
6. ALL BARS SHALL BE MARKED 50 THEIR IDENTIFICATION GAN BE VISIBLE HHEN
THE FINAL I N -PLACE INSPECTION 15 MADE.
e
STRUCTURAL STEEL AND MISCELLANEOUS METAL
I. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE HITH THE AISG SPECIFICATION FOR THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BU I LD I NG5 (EIGHT ED I TI 01) .
2. ALL STRUGTJRAL STEEL SHALL CONFORM TO A36.
5. PIPE COLUMNS - A531 GRADE S1.
4. STEEL TUBES - A500, 6RADE 'B' (FY : 46000 PSI).
5. HIGH STRENGTH BOLTS - A525F UNLESS NOTED OTHERHISE.
6. ANCHOR BOLTS ASTM - A301.
1. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAHIN6S FOR
ARCHITECT'S REVIEH BEFORE FABRICATION. HELD 51ZE SHALL BE A150 MINIMUM
UNLESS A LARGER SIZE 15 NOTED.
t. BOLT HOLES IN STEEL SHALL BE 1116 INCH LARGER IN DIAMETER THAN NOMI NAL
51ZE OF BOLT USED, UNLESS NOTED OTHERHISE.
a A._L MELDS SHALL BE 1DRECUAL I F I ED IN G ONFORMI TY W 1 TH THE CODE FOR
KELD.N& IN BUILDING CONS''RUGTION (AWS D1.10 OF THE AMERICAN HELDINS
SCC E�
.
10. BUTT VELDS, COMPLETE PENETRATION OR PARTIAL PENETRATION ARE i ND I GATED
A5 G.P. OR P.P. RESPECTIVELY.
II. YELDINS OF SHUT METAL AND METAL STUDS SHALL BE IN ACCORDANCE WITH
U.B.C. STANDARD 21-13 AND A1^5 D I.3 PERFORMED BY CERTIFIED L 16HT 6AU6E
i�ELDERS.
I d02 ALL EXPOSED BUTT WELDS SHALL BE GROUND SvOOTH.
13. ALL EXPOSED STEEL SHALL BE HOT -DIPPED 6 ALVAN I ZED.
WOOD
1. FRAMING LUMBER SHALL BE DOUSLAS FIR LARCH NO. I GRADE, UNLESS OTHERWISE
NOTED. STUDS SHALL BE DOUGLAS FIR LARCH NO. 2 GRADE, UNLESS OTHERH 1 SE
NO'S'ED. MAXIMUM ALLOHABLE MOISTURE SHALL BE I Q%
2. ALL PLYWOOD SHALL BE STRUCTURA. "1 CDX" CONFORMING TO PRODUCT STANDARD
PS I-83, USE PLYWOOD NAILS SAME GUA6E OR LARGER A5 COMMON HIRE NAILS
HITH LENGHTS AT LEAST EOUAL TO 1/2 THE LENGTH OF COMMON NAIL REQU 1 RED
PLUS PLYWOOD THICKNE55.
3. BOLT HOLES SHALL BE 1/32 TO 1/16 INCH MAXIKIM LARGER THAN 10fE BOLT
SIZE. RETI6,HTEN ALL NUT5 PRIOR TO CLOSING IN.
4. STANDARD GUT HASHERS, SHALL BE USED UNDER BOLT HEADS AND NUTS
AGA I NST WOOD. USE HEAVY PLATE OR MALLEABLE IRON WASHERS FOR ALL
BOLTS HHERE SHOWN ON CONSTRJCTI ON DOCUMENTS.
5. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE
PRE55LRE TREATED DOUG LA5 FIR.
6. ALL STUD PARTITIONS OR HALLS OVER 10 FEET HI 6H SHALL HAVE 2 X
BR I D61 N6, SAME W I DTH AS THE 50rUD PREFERABLY AT M I DHE 16HT BUT NOT TO
EXCEED I NTERVAL5 OF 6 FEET.
1. DO NOT NOTCH OR DRILL ADOD MEMBERS EXCEPT WHERE SHORN IN DETAILS.
OBTAIN ENGINEER'S APPROVAL FOR ANY HOLES OR NOTCHES NOT DETAILED.
6. ALL SILL PLATES BEARIN6 ON CONCRETE SHALL HAVE FULL BEARIN6.
al. AF, OVED GRO,S-SRID6INS OR SOIL BLOCKING SHALL BE SPACED AS
FOLLOHS:
A. FOR ROOF JO I STS MORE THAN 6 INCHES IN DEPTH, AT 10 FEET MAXIMUM.
S. FOR FLOOR JOISTS MORE THAN 4 INCHES IN DEPTH, AT 6 FEET MAXIMUM.
10. ALL FRAM I N6 MEMBERS SHALL BE ERECTED HITH NATURAL OR BUILT-IN CAMBER
UP UNLESS NOTED OTHERHISE.
11. NAILED GONWOTI ONS SHALL CONFORM TO "NAIL INS SCHEDULE" TABLE IN THE
6O VERN I NG CODE US I N6 COMMON NAILS UNLESS NOTED OTHERH I SE .
12. TIMBER CONNECTORS AS MANUFACTURED BY "SIMPSON* OR APPROVED EQUAL.
13. ONLY 1050 APPROVED PLATE WASHERS SHALL BE USED FOR HOLD DOWN
ANCHORS. ALL HOLD DOWN ANCHORS SHALL HAVE BOLT HOLD 1/16" MAX.
LARGER THAN BOLT D I AMETEK.
13. MACHINE APPLIED NA I L I N6 15 SUBJECT TO A SATI SFACTCW DEMONSTRATION
AND THE APPROVAL OF THE CHECK I N6 AGENCY AND THE ARCHITECT. NAIL HEADS
SHALL NOT PENETRATE THE OUTER PLY MORE THAN HOUL.D SE NORMAL FOR A
HAND HAMMER. ED6E DISTANCES SHALL BE MAINTAINED, 5HINM SHALL BE
REPLACED. THE APPROVAL 15 SUBJECT TO CONTINUED 5ATISFAtTCJRY PER-
FORMANCE. MACHINE APPLIED NA I L I N6 ONLY ON PL*64000 GREATER THAN 5/16".
4. NAIL IN6 50HEDULE
NAILED CONNECTIONS SHALL CONFORM TO THE MINIMUM NAILINS SCHEDULE
BELCH, UNLE55 NOTED OTHERHISE. ALL NAILS SHALL BE COMMON WIRE
NAILS, HHERE DR I V I N6 OF NAILS CAUSES SPL 1 TTI N6, HOLES FOR THE NAILS
SHALL BE 5UBDR I LLED .
1. JOISTS OR RAFTERS TO SIDES OF STUDS, OR RIM JOISTS: r
A. 6 INCH JOISTS, OR LESS FALL NAILS
(END NAILS AT RIM JOIST 3 -IGD NA
S. FOR EACH ADDITIONAL 4 INCHES
IN DEPTH #OF JOIST I - 16D NA
2. JO I STS OR RAFTERS AT ALL BEARIN6,
TOE NAILS EACH SIDE . 2 - IOD NAILS
3. RIM J015T TO PLATE, TOE NAILS .. IGD 0 16" O.G.
4. BEAM OR 61RDER TO POST, TOE NAILS. 4-16D NAILS
5. BLOCKING BETWEEN JOISTS, RAFTERS OR STUDS:'
A. TO JOIST, RAFTER OR STUD,
TOE NAILS EACH END 2 - IOD NAILS
B. TO JO I ST OR RAFTER BEARI NCS,
TOE NAILS EACH 51 DE . 2 - IOD NAILS
6. CROSS -BRI DSI N6 TO JOIST OR RAFTER,
TOE NAILS EACH SIDE 2 - 6D NAILS
1. SOLE PLATE TO JOIST OR BLOGKIN68 FACE NAIL 16D 0 16" O.G.
6. POST TO PLATE, TOE NAILS 4 - 160 NAILS
q. DOUBLE TOP PLATES (MINIMUM 4 FEET LAP AT SPL I GES) :
A. LOWER PLATE TO TOP OF STUDS, END NAILS. 2 - I617 NAILS
B. UPPER PLATE TO LOVER PLATE, FACE NA I LS . 160 • 16" O.G.
G. LAPS AT CORNERS AND INTERSECTIONS,
FACE NA I L5 . 2- 16D NAILS
D. AT EACH SIDE OF THE 4 FEET MINIMUM
LAP SPL' GE . 6 - 16D NAILS
!0. DOIZLE STUDS OR BUILT -'JP CORNER STUDS,
=AGE N41L5 16D A 24" C.G.
11. STUDS TO BEARI N65, TOE NAILS EACH SIDE 2 - I ODD NAILS
12. DOUBLE JOISTS, RAFTERS OR HEADERS IGD 0 16" O.G.
13. RIBBONS TO 57UD5-ONE INCH RIBBONS (IX4 MIN) 2 - 6D NAILS
,i-THO INCH RIBBONS (2X4 MINA 2 - 160 NAILS
14. DIA6ChAL LET -IN BRACE TO EACH (IX6 MIN.) STUD
AND PLATE, FACE NAILS 3 - 60 NA I L5
15. HOOD TRUSSES (TI TO T4) SHALL BE FABRICATED IN AN APPROVED
AND CERTIFIED SHOP IN ACCORD ANGE HITH I.BC SECTION 306 (F)
AND SHALL REQU I RED SPECIAL i NSPEGTION.
GLUE -LAMINATE[ WOOD
1. GLUE -LAM 1 NATED HOOD BEAMS SHALL BE DOUG LAS FIR,
COMBINATION 24F -V6, UNLESS NOTED OTHERWISE.
2. USE EXTERIOR TYPE ADHES I VES UNLESS NOTED OTHERHISE.
3. BEAMS SHALL BE "INDUSTRIAL" APPEARANCE GRADE U.N.O.
4. ALL LAMINATIONS FOR "6LU-LAM" BEAMS SHALL BE 1 1/2" THICK
AND OF THE HIDTH SHOWN OR NOTED. ALL LAMINATIONS SHALL BE
PARALLEL TO THE BOTTOM EDGE OF THE BEAM.
5. THE GLUED -LAMINATED HOOD FABRICATOR SHALL FURNISH SHOP
DRAHIN(95 FOR ARCHITECT'S REVIEH BEFORE FABRICATION.
6. ALL "6LU-LAM" MEMBERS SHALL BE STAMPED HITH THE APPROPRIATE
DENT I FY I N6 MARK OF AN APPROVED INSPECTION A&ENGY.
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