|
...�-.._�_._..._.......".._.._.. .. .. ._._...... .. .. , , r .., .. K . ,.. „ .. _ ...,. ,... .._ .. ,,;.,•,`•5' .•, .,,. •.,, , . .. , . . . .. .. .,y{,. ,,, _ ._....-
<br /> '''''' 1-----) - 4.„ ' .
<br /> _.BUILDING CODE: . : . , - • - „ . -CONCRETE , FOUNDATIONS
<br /> , 201-5-INTERNATIONAL BUILDING CODE " • • • . • ' • , Y. , , • . .
<br /> •
<br /> ' ' - I . ALL CONCRETE UNLESS OTt1E NOTED'SHALL BE E WEIGHT I ::THE �'RWISE NOTE 5 REGULAR E HT HARD ROCK TYPE ( i 50 PCF) FOUNDATION DE51GN IS BASED ON THE RECOMMENDATION 1N THE INTERNATIONAL BUILDING•CODE . .
<br /> AGGREGATES SHALL CONFORM 4 ,:h `
<br /> r:-:� FLOOR LOAD: - :- ' . .. . ' . . -' , „ M TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN TABLE i 804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER [ 8 OF.THIS CODE. ; - �;:; , '
<br /> " , � GI E � .hF
<br /> DEAD LOAD: 12 sf. " 0.05%. • N
<br /> • - 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: .,;'-'
<br /> LIVE.LOADc - 40 psf r ;
<br /> : • • : • • • • • 2. ALL CONCRETE DESIGN IS BASED ON A 25 DAY COMPRESSIVE=STRENGTH (f`c) OF 2500 PSI. WHERE 3000 ALLOW.•SOIL BEARING 1500 PSF ` •
<br /> Psi CONCRETEIS REQUIREDBY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NOSOIL FRICTIO RPOS L , SPECIAL N .35
<br /> P LOAD:: .
<br /> • `rR00 Lr
<br /> . :.; • „
<br /> • , NSPECTION IS REQUIRED. EQUIV. FLUID
<br /> DEAD LOAD: , . [ 5 psf, • „
<br /> Q LID PRESSURES--
<br /> ' ' '. -ACTIVE PRESSURE* . •' e 35 'PCF. . - • - t1) . ,
<br /> FLAT.ROOF_SNOW LOAD: '-25 psf - - ., . , . . , . c9
<br /> SNOW EXPOSURE FACTOR (Ce): 1,;0
<br /> 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE SPECIAL ,, ,-PASSIVE PRESSURE • 250 PCF - ' - ' -• , ' --
<br /> _ ., ,.,' :.,:-SNOW. , - ., •
<br /> ---- '� .. - ' . , . i A INSPECTOR APPROVED Y BUILDING P _ . , , . , - . , , . . ,
<br /> SNOW.LOAD IMPORTANCE FACTOR (is): 1 .0 , - ' ' - ;- , .,', - :' ROVE B E G DEPARTMENT E AN THE ENGINEER.INSPECTION BY N Ofz A THE BU1L TM NT D ENGIN R - � -�-� �
<br /> . • „ ' •' • 3. ALL FOOTINGS SHALL BE�POUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND SURFACE,OR TO FROST' : •• •� ••
<br /> THERMAL FACTOR (Ct): # :O N
<br /> CEMENT ALL CONFORM T A [ •
<br /> : . , •, . H O STM C 50, TYPE (, CSA NORMAL DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS
<br /> S. 4 �C CON RM .. • v • to
<br /> • ' :, OTHERWISE NOTED. " ' : N •
<br /> WIND DESIGN DATA. :t0 '
<br /> 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. ;
<br /> to � 6
<br /> i:. BASIC WIND SPEED: I i O MPH :4. COMPACTION; MATE P
<br /> „ RIAL OR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL •'. . N
<br /> :2. .WIND IMPORTANCE FACTOR (Iw): # .0 :' ,; " " ' h. 1- E ..
<br /> • C T H N ET w
<br /> :.. . .. .r '�. ' � . '' ' r .. ,.:.!-:. ..-,,,,':-.,-',.,,• �.� : •�" .:. r ' ' � .':•' • - ALL BE i N CONFORMANCE WITH Cf 3 G. PLACEMENT OF CONCR E S OR A 0 [ � AND/OR IMPORTED BORROW AND SHALL BE �OF ORGANIC MATTER,,'TRASH, LUMBER, OR OTHER DEBRIS p
<br /> _, . BUILDING CATEGORY: II - . ,, , • , - • ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO SACKFILLING. ,FILL AND ,BACKFILL SHALL BE DEPOSITED IN • • m ••
<br /> • :3:.WiND P05URE: B . MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: LAYERS NOT TOEXCEED ¢ Q 4.-1 `
<br /> 7 ; S 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS" p� O Iy_ a�
<br /> - :: R :4:• INTERN L PRESSURE COEFFICIENT: NA' . '`;'.: ;;: •:.',' -'. • ':, , . : : - ' . . : •' ' . .. , . . H 1 tt . v
<br /> • EXPOSED TO FART OR WEATHER (#5 OR SMALLER): I /2 .AND THOROUGHLY.ROLLED OR COMPACTED WITH.APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO N k.
<br /> APPLICABLE WIND,PRESSURE FOR •5' • PRODUCE A RELATIVE .COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM -- V >
<br /> • .'_:-: COMP° ENTS AND CLADDING:, NA : ' tt
<br /> •
<br /> .; :;: • • • - , , • , , , „ NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3 MINIMUM COVERAGE DI 557."•,HAND TAMPERS WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A.FACE AREA NOT IN 0 D CO v
<br /> „ •
<br /> EXCESS OF 64 SQUARE INCHES. HAND TAMPERS MA BE OPERATED EITHER (/ Q m
<br /> :. Y RA R MANUALLY OR MECHANICALLY AND
<br /> P � THE THAN ELECTRICAL
<br /> tU
<br /> I . PI R I C CONDUITSALL_ • IA 5H NOT BE MBEDDE R L E D.IN ST
<br /> RUCTURAL CTU L CONCRETE � HALLBE RU ON BETE EXCEPT S USED WH RA , E E P WHERE'LARGER PO E -D IVEN COMPACTION EQUIPMENT
<br /> R POWER-DRIVEN OM CT#ONE M CANNOT
<br /> Q • ,W BE U D. O 5E STRUCTURAL FILL
<br /> RA
<br /> - - -`SESIMIC !DESIGN -DATA: ' ' • ' - • : - • . • ., " HERE SPECIFICALLY APPROVED.W E ED. . OVER i '2". DEEP SHALL COMPLY WITH A GEOTECHN#CAL REPORT. O0 '
<br /> •
<br /> • _1_ -SEISMIC IMPORTANCE FACTOR: i :0 . , co 2 co
<br /> :; ',-.:=-' • :SEISMIC USE GROUP: I ' . •' - •:. :: •" ,' , : .' : - . ' - ,- - . ' 12. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACl 3 W STRENGTH - • . . . - . • . - 'R 18 ( HEN SIREN DATA FROM TRIAL • • v m
<br /> -- '- '2. SPECTRAL RESPONSE ACCELERATION (35): :129.9,% .•- .: ,' ;:';' ,'::=; ~ - - . ' ' . , BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). . : in
<br /> • w
<br /> :3. SITE CLASS: D (ASSUMED) • • j N
<br /> -' '_ • ::4:-SPECTRAL.RESI'ONSE COEFFICIENTS (S9s): •SG.6% , ' , . ' ' • - - • CEMENT CONTENT - • . ' . ' - : ; ; ' • V
<br /> ,
<br /> : ';:' -:-5. S•EISMIC DESIGN CATEGORY: D "
<br /> : • SACKS PER • •• w
<br /> . • L
<br /> Z •
<br /> SEISMIC -RESISTING SYSTEM: • L S I YARD CUBIC YARD , ,G.,BASIC SEISM B /CUB C R
<br /> A Y STEE MOMENT,FRAM •E,.:‘ c P5! I I # .,
<br /> EARWALLS ORDiN R L MO N RA F (MINIMUM) M N MUM •
<br /> . '. ..' • • . ' • ; ,,'•.. • ' • .,, • ' •' • ,, . -„ • I .• 1. * . n ... .
<br /> 7: DESIGN BASE SHEAR: "see talcs 2500(no special inspection) • 470 5
<br /> ,
<br /> -8: SEISMIC RESPONSE COEFFICIENT (Cs): : SEE NOTE A •• ,
<br /> •
<br /> _•SHEARWALLS: 0.093 . • ' ,. .• .., . . , ' , . -
<br /> „ • z
<br /> ORDINARY STEEL MOMENT FRAME: 4. ! 73 , 3000 5 [ 7 5/2 • . , . . •• • • O do co
<br /> -:: 9.-RESPONSE MODIFICATION FACTOR (R) 6:5''for•SHEARWALLS,;3:5 for MOMENT: FRAME" , ' - , • • _
<br /> tt u t i
<br /> ,.,.i 0.'ANALYSIS-PROCEDURE USED:' EQUIVALENT LATERAL FORCE,PROCEDURE =„ ,MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF S OR LESS. -NO MORE THAN A I PLUS TOLERANCE : ,- , , . , „ , . - > - �1-
<br /> 1 1 STRUCTURAL IRREGULARITIES: SHALL BE ALLOWS . y
<br /> , N N
<br /> rIN-PLANE Dl ONTi UITY IN VERTICAL LATERAL FORICE-RESISTING ELEMENTS (1"i 2.3-2)x ' - , r ` , SHEARWALL :SCt1 EDULE CD ' ' - - _ • •;
<br /> VERTICAL TYPE 4: SG N R � N o
<br /> . , _ " . , E SPECIAL INSPECTIOND r
<br /> . o
<br /> ' �.;= # .- OVEIZSTRENGTH FACTOR (OMEGA NOT : � ,��- "::':��.:" °, �� ;:���'=,�;-,�;-.-f::' � �� ��:' � ' . . A) WH RE IS NOT REQUIRED UN ER SECTION I704.4 OF THE I.B.C. CONCRETE SHALL o
<br /> cow w
<br /> .. SILL PLATE .*. BOTTOM OP W
<br /> : :ORDINARY STEEL MOMENT FRAME:. 3 _ "r -, : :`;: : :. HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS" PER CUBIC YARD OF CONCRETE. /1- cn 6)ORDMARK . SHEATHING` . EDGE NAILING FIELD -NAILING . . ,
<br /> CONN FND w
<br /> . @ PLATE �CONN.
<br /> • MIX THE THANTABLE BE [DESIGN (OTHER AS SPECIFIED IN THIS SHALL SUBMITTED TO THE BUILDING OFFICIAL tt
<br /> S} { ) L O F ClAL TWO . . s �t' 20" Q
<br /> „ A.B LTP4/ 048 O/C L P4 O/C W/.2x
<br /> a@ @
<br /> D [�, X C- O 6 OC • �8d 2 r / Sd 'I .00�
<br /> a
<br /> FACE /
<br /> BR ,d► � @
<br /> FRAMING.LUM E = WEEKS PRIOR TO FIRST USE. @ •W/. 2x SILL PLATE 'BOTTOM PLATE • 0 N '
<br /> 54 �t t; ,t
<br /> HEAD HEM-FIR N0.2 . ' s - t. . /8 O A.-B. @ 3G O/C LTP4 @ 14 0/C WI 2x O
<br /> 1 : FRAMING LUMBER SHALL BE DOUGLAS 1`1R/LARCH.;NO. I FOR POSTS,,,BEAMS; AND HEADERS; H R . ,,
<br /> /� ,CDX ONE FACE 8d @ 4 O/C. :Sd @ 12 0/C . z
<br /> - FOR 2X AND 3X JOISTS, :AND STUDS; AND,HEM-FiR NO.2 FOR ALL TOP AND.BOTTOM.PLATES-(GRADES ARE - . REINFORCING STEEL „'• W/ 2x SILL PLATE BOTTOM PLATE
<br /> , •
<br /> - TYPICAL UNLESS•OTHERWISE NOTED ON PLANS).,::LUMBERTO.,BE GRADE MARKED,PER WCLIB SPECIFICATIONS::`-• .-,,:;;•.' -,: ' - - - • - • . • • ` = ,-!5/32' CDX ONE t` 5/S' O A.B. ` 30" OIC LTP4 @ 12" OIC W/ 2x
<br /> LOd -@ 4 O/C .- I Od @� 12,,OIC
<br /> . . _ , -- • " : • -, ' _ ,. - . . • , , , _ , _ i . ALL�REINFORCING STEEL SHALL CONFORM TO ASTM AG 15 GRADE 0 (fy GO KSI) FOR BAR SIZES NO. 5 * -•� FACE: •". . .. - • .. .• , . ' . .- : ., • W 3x SILL P . . .
<br /> . . . „ . • , , . _ , / L LATE BOTTOM PLATE
<br /> LARGER, GRADE 40 ( = 40 KSI FOR. NO. 3 AND NO. 4 BARS: ,
<br /> _::'>'. ::;'-,2._,STRUCTURAL SHEATHING SHALL•BE APA RATED-PLYWOOD, EXPOSURE I SHEATHING CONFORMING TO EITHER fY ) - A
<br /> " N 5/8' 0 24" @ 9"•
<br /> A TANDA 5` DOC P5-I OR"PS '2. PROVIDE MINIMUM OF 3/8" EDGE- DISTANCE ON ALL.NAILS AND 'A''.: -: . . ' - • - ' 5/s2' CDX ONE -'I Od 3" O/C : I (?d # 2" O/C A B. @ 0/C LTP4 0/C W/ 3x
<br /> 'COMMERCIAL STANDARDS - .. . , :FACE „ @ , - ' !:'. "W/ 3x SiLL PLATE -. • BOTTOM PLATE
<br /> ` ,' "',' 8"'EXPANSION JOINT BETWEEN ALL:PANELsEDGES ;MI,NIMUM.SHEATHING REQUIREMENTS AREAS FOLLOWS: • ••,,,: : - --, 2: ALL REINFORCING STEEL SHALL BE LAPPED A5- NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE • • • ;
<br /> , •" „ ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR s5 tt tt NOT SPECIFICALLY INDICATED UMEN / CDX EACH : .l Od @ 4 0/C : ;# Od .@ I2 O/C / QS A.B. [ 4 O C LTP4 G O C W 3x
<br /> 328 @ 1 @ I I
<br /> BE WELL STAGGERED. ,` D1A AND
<br /> '5 tt ! _ , A - "FACE --=' ." •.••EACH FACE :EACH FACE . .W/ 3x SILL PLATE • - BOTTOM PLATE
<br /> ::' ROOF SHEATHING TO BE �32 INT-APA RATED PLYWOOD.OR/2 OSB tNITH`EXTERIO#2`GLUE; P.I:"24/0. • NAIL •- PANEL EDGES AND I.2"-•ON-CENTER AT.INTERMEDIATE MEMBERS. ':: • '- , ' .
<br /> :'�-; WIT!#, 8d.NAILS,AT 6 ON CENTER AT P E '
<br /> = : 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED 1N ACCORDANCE WITH AC# 3 , " w
<br /> 1 5 SHALL BE 1.11 a
<br /> , ., ., . . . ENGINEER , . , .
<br /> THEHEP BYANDON T JOBSITEPRIOR- REVIEWED AVAILABLE B E R TO THE PLACINGF. V LA LR C ,O CONCRETE. Z
<br /> SHEA- WA R L ',NOTES',
<br /> EXTERIOR." L _D O 5•OSB WITH EXT' R. .N LY1N00 R _TED P R ES
<br /> "/ E -D-I� T-APA RA
<br /> SUB FLOORING'TO BE � ,TONGUE.AND'GROOV C N . . _ � w
<br /> ,t T. LED ES AND i2" ON -'•. .. . .
<br /> : : GLUE P.l: 48/24: .'GLUE'AND NAIL.WITH ,IOd',NAILS AT;6 ON,`CENTERA PANE G
<br /> CZ
<br /> E E . • . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A# 85 AND SHALL BE 6x6 W2. [ 2. i UNLESS
<br /> •' TE • EDiATE M MB RS. ,�� �� '
<br /> CENTER•AT INTERMEDIATE RM •
<br /> " D. LAP REINFORCEMENTI ALL STUDS; BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS•NOTED OTHERWISE'ON Q
<br /> • • • • OTHERWISE NOTE G MINIMUM. . .
<br /> _ , . , . ' . •
<br /> , ' PLANS. ALL SHEATHING EDGES MUST,BE BACKED.WITH .2x OR WIDER FRAMING (SEE #3)., ' •
<br /> - - -' �;''-".3.• .`NAILiNG=SHALL CONFORM TO TABLE 2304.,10.-1 .OF THE INTERNATIONAL BUILDING CODE UNLESS,NOTED
<br /> 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE - . • „ . • ' 0 _"
<br /> -•:OTHERWISE..- . , -. _ , ___1 = _
<br /> _ .' • CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF SLAB AND SHALL • 2. SHEATHING(vIAY•gE IN5TALLED EITHER HORIZONTALLY OR'VERTICALLY.. ALL•SHEARWALL SHEATHING MUST
<br /> • • • EXTEND TO THE OUTISDE::EDGE OF ,POSTS CORNERS 'AND TO THE INSIDE E EDGE
<br /> 11-..1 cry
<br /> E S SPECIFICALLY DETAILED OR APPROVED'IN BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. D G OF FRAMING _ cv
<br /> --: �4:• NO STRUCTURAL MEMBER SHALL,BE CUT OR`NOTCHED UNL S , . , . •
<br /> • AROUND OPENINGS;, : •
<br /> = w
<br /> (�
<br /> WRITING BY.THE STRUCTURAL ENGINEER.. , .
<br /> , w
<br /> STEELU
<br /> STRUCTURAL
<br /> __ -- 3 WHERE SHEATHING NAILING IS SHEARWALL:#3 AND•GREATER ALL-FRAMING MEMBERS - '. ..- • •
<br /> 5:'USE`DOUBLE•JOISTS UNDER WALLS URPARTITiONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED ; , . RECEIVING EDGE W
<br /> • NAILING FROM ABUTTING PANELS 5HALL`NOT BELE55'THAN.A SINGLE 3-INCH NOMINAL MEMBER: ADDITIONALLY,
<br /> : -: OTHERWISE." USE SOLID BLOCKING;UNDER PARTITIONS•PERPENDICULAR TO JOISTS. , , :-: -,, . ' - • ; 1 . ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 AND SHALL BE FABRICATED .
<br /> _• • • - = INHERE°SNEARWALLS'ARE SHEATHED ON BOTH FACES, ,ALL STUDS AND PLATES RECEIVING EDGE NA#LING FROM •-
<br /> • • , ` - • - - ,'•• ; - • AND ERECTED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", LATEST .
<br /> BOTH ,FACES ,MUST,BE A SINGLE' 3-INCH NOMINALMEMBER'OR'•PANEL JOINTS
<br /> MEMBERS. MUST BE STAGGERED. (2)2X MAY.
<br /> „: �C:,MAXIMUM MOISTURE CONTENT SHALL'NOT EXCEED "I 9 %.POR ALL STRUCTURAL M RS EDITION. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. - BE:SUBSTITUTED FORA:3x MEMBER PROVIDED' MEMBERS ARE STITCH NAILED TOGETHER w -I Od COMMONS • - . • '
<br /> G" O G FROM EACH , .
<br /> • E •I H SIDE: . .
<br /> A `AT`ALL'ANCHO BOLTS; �:.`�":�•:�:=•� ' , . HSS STEEL TUBES SHALL CONFORM TOASTM A500, GRADE B F =4
<br /> - -"7. PROVIDE 3 x3 x0.229 WASHERS R S . 2 O rMRA ( y 6 KS1) UNLESS OTHERWISE NOTED ON , � , . - - , ,
<br /> PLANS.
<br /> 4, SHEARWALL NAILING•C ITS IA S B E N`T
<br /> -. * 8:-,PROVIDE,PROPERLY.SIZED :WASHERS UNDER•HEADS,:AND:NUTS OF ALL BOLTS AND. LAG SCREWS BEARING ON , ',-`° `
<br /> R R AS D,O ABLE 4.3A OF 5DPWS 20'l 5.�' VALUES ARE BASED ON HEM FIR
<br /> NO 2,FRAMING WITH COMMON,NAILS: .
<br /> H ,
<br /> . . . BOLTS SHALL CONFORM TOASTMUNLESS OTHERWISE'�NOTED.' - 5
<br /> 4 O 5 A307 T RWISE O D. BOLTS INDICATED AS HIGH STRENGTH , -
<br /> CONFORM TO ASTM A32 .�SHALL 5. Jam.,
<br /> "' . 5.' HOLDOWNS :AND OTHE CONN l SMAY B : •
<br /> - : �'-_° •
<br /> R, ECT ON E REQUii�ED AT THE.ENDS OF MANY SHEARWALLS.. SIZES AND � � ,
<br /> Z.;-i3 $OLT•HOLES SMALL-BE NOMiNAL",rDIAMETER''Or BOLT PLUS i.j &c,,UNLESS OTHERWISE Ni�TED. LAG BOLT'
<br /> C O V/1 ''
<br /> LOCATIONS OF THESE-CONNECTORS ARE INDICATED ON •THE.PLANS: - REFER TO THE APPROPRIATE DETAILS IN
<br /> - :., :,PILOT-HOLES SHALL BE PRE-DRiLLED,TO 60%;OF•THE NOMINAL=DIAMETER"OF THE. LAG BOLT.:UNLESS OTHERWISE - 5. NO ATTEMPT HAS BEEN MADE TO DIFFERENTIATE BETWEEN SHOP AND FIELD WELDED CONNECTIONS. AI I .. of}�'4•h� �''
<br /> AND/OR tiOLD01NN SCHEDULE FOR'ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS;,EMBEDMENT �4_ .
<br /> WELDING 15 TO COMPLY WITH AWS SPECIFICATIONS AND IS TO BE DONE BY CERTIFIED : t
<br /> .•_ ::": :NOTED.: WELDERS. ALL WELDING LENGTH 'ETC.,.
<br /> RE (2) 2xs'ARE'USED AS-A HOLDOWN POST, SHEARWALL EDGE NAILING .TO BE DONE B ELECTR C A AN H EN LNG MUST BE STAGGERED, IS RC PROCESS D S ALL BE PERFORM D WITH APPROVED ELECTRODES (44471CATI°9,
<br /> " . .. . . , 'INTO EACH MEMBER'OF�THE POST. - , . . ' .' . . . ' � .
<br /> .'ALL'SILLPLATES SHALL SE BOLTED TO,T#-IE'FOUNDATION. WITH 5/5" MINIMUM DIAMETER BOLTS SPACED AT • - , REQUIRED BY THE BUILDING CODE.
<br /> ;tC,010 EEP ,N ANDDETAiL5F0AONR S LAS R- EO
<br /> R
<br /> M S�; NT .�C
<br /> ONCL=T �•����":48 O.C. •MAXIMUM SPACING� EMBED 7 M N M
<br /> ( --G. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7' INTO CONCRETE O.
<br /> GROUTED o '�4' y
<br /> . ,._ . :,-,..:.:,.•.;',:,.:';',..;,..::::.:',.:.:-,,-..,., :• . . . . :.� .. R ROU ED CMU, AND BE
<br /> - SPECIFIC REQUIREMENTS WHERE-OCCUR.::. ; , .' ' G. ALL STRUCTURAL STEEL, WELDS, HARDWARE EXPOSED TO EARTH OR WEATHER SHALL BE GALVANIZED : 2" '`s ‘,.S.,
<br /> .
<br /> } MINIMUM �, er,1. .`fi
<br /> - . . UNLESS OTHERWISE NOTED. ,
<br /> PLACED;T'O PROVIDE.AOP COVER. PROVIDE 3" COVER CONCRETE CAST AGAINST SOIL A k
<br /> 3X3X.229 ,PLATE'WASI1ER IS REQUIRED. THE PLATE WASHER SHAL EXTEND`TO WITHIN Y2OF TH EDGEOF
<br /> ;' `•_10. -ALL FRAMING LUMBER IN CONTACT WITki.:MASONRY OR•CONCRETE SHALL BE PRESSURE,TREATED. (SEE, NOTE E THE .
<br /> . :':..BOTTOM PLATE ON 'THE-SHEATHED SIDE,. FOR 2XG WALLS SHEATHED ON BOTH SIDES, THE PLATE WASHERS MAY �,-.� ,, .,�,
<br /> :`i- 1 =FOR MIN#MUM GRADE INFORMATION) ;: : :,.w:; :' : •
<br /> , 7. ARCHITECTURAL PLANS ARE PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE
<br /> • BE STAG'GERED0, OR YOU CAN USE 4•%2 X4/2 X .220" WASHER CENTERED ON, THE PLATE : , • •
<br /> • • • DETAIL CONFIGURATIONS INCLUDING BUT NOT LIMITED TO RELATIVE LOCATIONS AND ELEVATIONS OF ALL
<br /> • Ii ':... • . ' ,. , . Drawn B : DP eves B : JB
<br /> :. UNLESS NOTED OTHERWISE. INTERIOR STUD BEARING MEMBERS, ELEVATIONS LOCATION OF ALL OPENINGS, ETC. THE ARCHITECTURAL PLANS MUST BE USED IN THE y R ed y
<br /> r: .1 JEXTERIOR STUD WALLS SHALL BE 2XG @ .I 6 ..O.0 ' •7, ALL MACHINE BOLTS SHALL BE ASTM A307 OR Bt(I ER.•• HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE •
<br /> "- _--F,.. WALLS-SHALL:BE•CONSTRUCTED USING'.2X4 " I.6',' O.C:•-AT UPPER,TWO FLOORS AND EITHER 2XG @ -1 C" 0.C. -, DEVELOPMENT OF SHOP DRAWINGS. ,'
<br /> •
<br /> Checked By: CCC
<br /> @ SAME DIAMETER AS'SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO
<br /> ' OR:3X4 •@ 16" 0:C. BELOW TOP TWO FLOORS. ;-STUD'NONBEARING-WALLS SHALL BE CONSTRUCTED USiNG 2X4" , •
<br /> -
<br /> 'EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MiNIMUM OF 5 INTO EXISTING CONCRETE. Date: 12-04- 18
<br /> 2 - g: REFER TO ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL SHOWN OR NOTED ON THE DRAWINGS AS
<br /> tt
<br /> @: 4 O:G.:= UNLESS NOTED•OTHERWISE.=`SPE NOTE .I. FOR LUMBER'GRADES OF STUDS AND PLATES. . „ , • , ,• • , - • • '
<br /> - H. . ' „ TO LOCATION FOR WHICH THEEXTENT IS NOT CLEAR. 8. ALL NAILS AND CONNECTORS IN •CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED SDA JOB NO. •
<br /> =. : ":.. .12..:FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. :- , ,,
<br /> APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER 9. UNLESS A LARGER SIZE OF FILLET WELD 'S SPECIFIED ON THE PLANS, PROVIDE MINIMUM SIZE OF WELD PER ; .-'WOOD) MUST.BE HST DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. - '7'�'7'�
<br /> ` . ;TYPES (NAILS,•-BOLTS,, .ETC.), SIZES};;AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. : . - - AISC SPECIFICATION AND TABLE J2.4.
<br /> 9, WHERE 1 Od HAILS'ARE SPACED' AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED.. {
<br /> E tt •
<br /> i O. IF THE STEEL FABRICATOR. SHOP DRAWINGS DIFFER FROM THE DESIGN DRAWINGS APPROVED BY THE •
<br /> .. JOIST IS TO BE. 1/� LSL MINiMUM:•• .',,::: - .,,; , . ,. - •- I O.-05B OF EQUAL OR GREATER"'THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIE[ D IN - • .
<br /> ' ' i 3: 'RIM JO SE SHEARWALL
<br /> ' B• UILDING OFFICIAL, REDESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF THE PROJECT STRUCTURAL : • STRUCTURAL
<br /> • SCHEDULE. •- ! " - 4: CONTACT.THIS OFFICE-PRIOR TO MAKING ANY CHANGES TO THESE DETAILS;';;;,, , .• , ' , E• NGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL. ' - ; ,
<br /> ! .I : ' ; . ' . : : , NOTES
<br /> • • , ._ . . . . _ „ • . , • • , , ' ' : ' • . - • • 5 - 1
<br /> 3 - 1 . 0
<br />
|