|
• • CONCRETE •.. .'BUILDING CODE: , • • : ..
<br /> NOTE I : MIXES SHALL BE PROPORTIONED'TO PRODUCE A'` FRAMING L:UMBEI .`; - •
<br /> .
<br /> • 1 . ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE SLUMP OF 5" OR LESS. NO MORE THAN A 1 " PLUS TOLERANCE '•. '2015 INTERNATIONAL BUILDING CODEI .•FRAMING LUMBER SHALL•BE DOUGLAS FIR/LARCH NO. I FOR` - �� .
<br /> O
<br /> . , ROCK E 150 C
<br /> SHALL CONFORM TO HARDTM C33WITH PROVEN TES
<br /> HALL BE ALLOWED., ;, S A OWED . . .
<br /> . ,: P STS, BEAMS,�AND HEADERS; HEM-FIR NO 2 FOR 2X AND 3X ' � �:'.:.; � �( 1 �� �°
<br /> FLOOR LOAD. : `` :` CHARACTERISTICS OF LESS THAN SHRINKAGE • • • • JOISTS, AND STUDS; AND HEM-FIR NO.2 FOR ALL TOP AND oos f ' :
<br /> 0 05%. • NOTE 2: AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE ':'`:',: 4 „-
<br /> 'DEAD LOAD:. ,.a. -12 sf. .' • , - •:•`'. : - : BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE c ti
<br /> LIVE LOAD: 40 psf '' . I . `: , • 2. CONCRETE:COMPRESSIVE DESIGN STRENGTHS AT 28. DAYS. .•: ,:•EXPOSED TO WEATHER. FOR•%" AGGREGATE AN'ENTRAINMENT ••NOTED ON PLANS). LUMBER'TO.BE GRADE MARKED PER WCLIB • I N E '
<br /> •
<br /> .. ( ) S
<br /> F 6% IS READ. FORY2 AGGREGATE AN AIR ENTRAINMENT OF..': • SPECIFICATIONS:
<br /> • • �c HA • -.O
<br /> LOAD: . . . . 7% Is REQ D. •
<br /> ROOF ,
<br /> :. CONCRETE EXPOSURE :: :.. . : .. .- '., :,?•;..; :.:-• : .:::2'.STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD.:.::;•;.-,.; .:::. :: ..,; •.....: : ::.:.. >.:: .
<br /> DEAD LOAD. ! 5 psf• • • 4 COMPRESSIVE DESIGN STRENGTHS
<br /> • `•`. 'FLAT ROOF SNOW LOAD: 25 psf • • NOTE 3: POZZOLANS ARE NOT PERMITTED IN THE,MIX DESIGN •: ' EXPOSURE I SHEATHING CONFORMING TO EITHER ` : • • • • ._.-
<br /> • MIN. UNLESS APPROVED BY THE ENGINEER...: COMMERCIAL STANDARDS DOC PS 1 .OR P5 2. PROVIDE: .••••: .,- ,. .:v in': :.;` ..
<br /> SNOW EXPOSURE FACTOR {Ce):"I .O _; DESIGNATION EXPOSURE • • I'Ti
<br /> • : . . ESIG ATION . • : CONDITION
<br /> _.';SNOW LOAD IMPORTANCE..FACTOR Is :,;I>.f3: : • :. .. CLASS
<br /> •.,.::• •- . . : • - F EDGE DISTANCE ON ALL NAILS AND A / : : : ... .
<br /> 'i,..• TH•ERMAL FACTOR(Ct):; 1 .0 ,. (f's) A) WHERE SPECIAL INSPECTION •IS,NOT REQUIRED UNDER :EXPANSION JOINT BETWEEN'ALL PANEL EDGES. MINIMUM -::;,::: ._ • �? :::
<br /> ;... HEATED: SLABS, BEAMS, INTERIOR
<br /> .B.C.- CONCRETE SHALL HAVE A ::`.,;';-.:SHEATHING--.REQUIREMENTS ARE AS. FOLLOWS: •:. : -: `'... ;:....., ...: _
<br /> SECTION 1704.4 OF THE I
<br /> MINIMUM•
<br /> :::;,: •:;,..::::-,, ,. ...
<br /> ., .. CEMENT CONTENT :• :. ..:'.: .. .
<br /> GIRDERS, COLUMNS, PIERS, AND OF 5 SACKS.PER CUBIC YARD OF _..:. •; • .: � : :'-N •
<br /> ' � � � CONC. � f0 - 25
<br /> D - CI.
<br /> E IG WIND S ND AA ,T
<br /> CONCRETE. }: '`
<br /> , -, , . . . . ,, . _ ' BURRIED FOOTINGS FOOTINGS _ .:,•
<br /> .. � . . .. : .. . - •. • ,., . , . • ,•, , ROOF:SHEAtI11IJG TO`BE :!•�5/32 'C-D INT=APA't�ATED" �. �•• ;.::,-���' •'. -:=�Y.:`'�.::�(n�l
<br /> •L.:.BASIC WEND SPEED. I I 0 MPH, •
<br /> .: .. . • •• _ . .. . - � .- r ,. �, - • - _ °����::N �� . .:;•_.::.::
<br /> 2',*WINO IMPORTANCE FACTOR(Iw)s•`•1 .0 -;t`;...: -,.•,. :• . FOUNDATION WALLS, .-
<br /> • PLYWOOD WITH EXTERIOR GLUE, P,I: 24/16 (USE 5-PLY FOR : , jj.:•: ::.':.'d-. '••::.::'. :
<br /> - � :... UNSATURAT �- B) FOR STRENGTHS ABOVE 4000 PSI, PROPORTIONS SHALL BE:':: :..:..,. PANELIZED ROOFS), NAILING IS 8d AT 6 INCHES ON CENTER iw r-: :'
<br /> Q:. :�4
<br /> �: ::•BUILDING CATEGORY: 11 ` : ;•;: • - -' ..,., : ; •. . , UN-HEATED: SLABS. BEAMS; : , ED ESTABLISHED BY THE
<br /> METHODS SPECIFIED ACI 318., • ..., ,:AT;.PANEL:EDGES AND'( 2• INCHES ON CENTER AT
<br /> :3 °WIND EXPOSURE: •D `'FI 3500 :� N o'
<br /> _. : GIRDERS, COLUMNS, PIERS, PILE-;�. . . �.
<br /> EXTERIOR
<br /> N7'LRMEDIATE 5 �
<br /> UP P NOTED OTHERWISE.N � �NOTE TH• SUPPORTS-UNLESS-LE 5 O ERWtSE.
<br /> , .. ', , . CAPS, SHEAR WALLS ` : :. .:: :rn .
<br /> , .. ..._:- CONC. �' -. .• �. C) DESIGN MIX (OTIIERTHAN'ASSPECIFIED IN THIS TABLE) ���°:: -•�:`=-�:: ::.: >.:: : --. ', .� :.� ._ ,;-. ,:'.;.:,• ':.,:::-�:���°.. - • . :. 11•,, /A,�`
<br /> _ :' S;::INTERNAL PRESSURE'COEFFIGIENTs'".NA•: '- •. • . SHALL BE SUBMITTED ". • ' , , `:• ' .�C . : _
<br /> 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE •• . U MITTED TO THE. BUILDING OFFICIAL TWO WEEKS; :. SUB FLOORING•T0`BE 3/4 tG C-D INT-APA RATED �.� ;;: o .
<br /> . 'Af'Pl.ICABl.E WIND PRESSURE.FOR' :,' U
<br /> ▪ =` ; - : ' STRENGTH EXCEEDING 2500 PSI SHALL ` • PRIORFIRSTE.
<br /> COII.l CABLE SAND CLADDING:. : , ' .-' REQUIRE SPECIAL . TO USE. _ , • ,.- PLYWOOD WITH EXTERIOR-GLUE, P.1. 48/24. GLUE.AND NAIL`" '.:.; ' -.:.�':.:� ;: '2 .-.'•:.:: :�
<br /> ,CLA DING ,NA . • INSPECTION BY AN INSPECTOR • • • • • •• • : WITH '.1.:Od AT-6 •INCHES ON CENTER AT PANEL EDGES AND .12:; ' ;�: :;:.:�:.APPROVED BY THE BUILDING Q� ;. :� m•
<br /> REINFORCING STEEL :: - , . , _ • . , , , .-
<br /> INCHES ON •CENTER AT INTERMEDIATE•SUPPORTS: " �.DEPARTMENT AND THE ENGINEER. EXCEPTION: NO INSPECTION '-`� �` -� � _
<br /> �_ �'•, SESiMIC,.DESIGN•DAYA: .��:-::',;.::•":;: ;.; ,-•'._ .• ,1 . • :.. . • .. ., ,.. ,• . ' -� . .- - ::.:,::.: ..: .. : : :.� .--...: ,.:.': : .•.-•, ::•. C�. :;: : 0'°'3 =�:�°:�'�:�
<br /> .'`.. !S D I . ALL REINFORCING STEEL SMALL CONFORM TO ASTM A6•r'S 3 :
<br /> REQUIRE WHERE CONCRETE EXCEEDING 2500 PSI 15 Q .>'rn• ..
<br /> �:�:�: �'i :�S ISMIC IMPORTA `;.' - ._ • x_$ ,.. .. .•. . .
<br /> .. F NCE'::FACTOR I .O..:_':..;.. ' : ; r.. ..,, : :.; 3 '
<br /> ' . DESIGNATED FORWEATHERINGGRADE GO (fy GO KSI) FOR BAR SIZES NO: # LARGER,'., ....3: NAILING-.SI1ALt:CONFORM.TO TABLE 2304. :OFfiHE " `' - q .
<br /> PURPOSES ONLY:.;_ -.: � I ;::,,� . . ;
<br /> `� ''_ -•:SEISMIC'iJSE.GROUP: .II'.: ::..�:--;_:r�:,,.�':,.;.:.-�•; . ::. .;; ;..:.. .; .; :'.' • - . .
<br /> GRADE 40 (fy = 40 KSI) FOR NO. 3 AND NO. 4 BARS. , , INTERNATIONAL BUILDING'°CODE.UNLESS NOTED OTHERWISE, :::�: :`'..:' :. r `:.::. ' _
<br /> :2.: C1' RESPONSE ACCELERATION: 5s ,•_130:Cook
<br /> • CEMENTSHALL CO „
<br /> TO ASTM I• - C 50 Th'E I C5 •-
<br /> M,::, ,;3 :• 1-TE.GLASS. D :. .: ...:.. , . ..,: . .
<br /> A
<br /> ::,.,, ;,, r:S (ASSUMED) :...... ....: . ., ,. . .. : ::;: �.
<br /> ,: • NORMAL. - - , ` .. , 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED QN-.tHE, .q:. �f0 STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED :• • - - . . ��� �: �:. ,,.': .
<br /> •.,4,:SPECTRAL RESPONSE COEFPICI • ••Sr. : .'. . : • ..
<br /> ..•?:`; .., ..,:. ENTS•(. ) 84.9 :'i :. PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT :: ...:.. :::.s;a;;-`':: :+' ::;
<br /> :. UNLESS SPECIFICALLY DETAILED OR,APPROVED IN WRITING BY' . .:�:.�� '-•� ,'>'. . - . '.: : „ ,.�.,,.
<br /> ';„:::::•5.,:SEISMIC`DESIGN CATEGORY:0 - :. •.` .* ,'.: '; • ,. w •
<br /> MAXIMUM. SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS;°�.: T11E..STRUC.TURAL ENGINES •: :. :.'--. ::::• Z. •" 5 AXIMUM. SLUMP SMALL NOT EXCEED 4 INCHES IN •. .
<br /> :}:`,: :6:':BASIC SEISMIC-FORCE-RESISTING i': R' :' O ' ;: :::.:`.
<br /> SYSTEM SHEA4ALL.S,. LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL:
<br /> 7: SEISM.IC RESPONSE COEFFICIENT -C NT {Cs) .09 I • •• STAGGERED.
<br /> • • • �` `.::: -'. UM MOISTURE CONTENT:'SHALL'NCOT'EXCEED.�I�G96•FOR:•-::: � �-:•
<br /> B.-RESPONSE- MODIFICATION FACTOR:CO 6.5 " , . . 6. PLACEME _ . • ` • ... :. ALL STRUCTURAL-ME
<br /> • • NT OF CONCRETE SHALL BE IN CONFORMANCE WITH
<br /> :9�•:ANAL.Y51S PROCEDURE USED: EQUIVALENT LATERAL FORCE - • 3. COMPLETE
<br /> . • • ••
<br /> • ACI 301 . REINFORCING PLACEMENT DRAWINGS PREPARED •
<br /> '`PROCEDURE. - • • •• • • IN ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE :I: �':::•. 'C. PROVIDE 2X2 W
<br /> ASHERS-UNDER HEADS AND NUTS OF ALL;•.
<br /> 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION' ENGINEER AND AVAILABLEON THE JOB SITE PRIOR TO THE • -BOLTS AND LAG SCREWS.BEARING ON WOOD. :.:. •
<br /> ;:':•FOUNDATIONS . .•. • - . ,. • • : . . , - • .
<br /> FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. PLACING OF CONCRETE. •
<br /> '`°' I::..THE FOUNDATION DESIGN 15 BASED ON THE - - •:7::BOLT HOLES SHALL ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY BE NOMINAL DIAMETER OF BOLT PLUS :,. . .
<br /> RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE PERFORMANCE CAN BE ASSURED. 4. WELDED WIRE FABRIC-SHALL CONFORM TO ASTM A82 AND : : ..• 1/`! 6" UNLESS OTHERWISE NOTED.: LAG BOLT PILOT HOLES - .
<br /> :'.`."•;TABLE 1804.2:. FOUNDATION WORK SHALL-BE PERFORMED IN :.. : :: ` A 185 AND SHALL BE 6x6 W2. I/W2. I UNLESS OTHERWISE : SHALL BE PRE-DRILLED TO 60°k OF THE NOMINAL DIAMETER OF :° ` :''•
<br /> ACCORDANCE WITH CHAPTER 18 OF THIS CODE. 8. KEYED CONSTRUCTION JOINTS SMALL BE:USED IN ALL ' - ' ;` :NOTED. LAP REINFORCEMENT 6" MINIMUM. , , '• :: THE,LAG BOLT UNLESS OTHERWISE NOTED. ,. . . • - ' , ..
<br /> ▪. . . ' . • � •• ":.:. • - . ..r ' CASES ALL CONSTRUCTION JOINTS
<br /> SHALL BE THOROUGHLY • -
<br /> `'.: : 2.:TfiE: 'OIJNDATION DES 5. ANCHOR BOLTS DOWE = •IGN IS .B Downs AND OTHER 5 ASED•. ON THE FOLLOWING CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL '
<br /> R EMBEDDED ITEM 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH - . . W
<br /> :r:.: . '...0 SHALL BE SECURELY TIED IN PLACE5/8" 48"
<br /> '-.?: . ':' ;f' :., t• :..' JOINTS SHALL BE THOROUGHLY BEFORE CONCRETE 15 MINIMUM DIAMETER SPACED �' ::ROUG LY WETTED AND SLUSHED WITH A •
<br /> : . : . . BOLTS AT O.C. MAXIMUM ��: •• ��;... :r�:' ��. ,
<br /> ALLOW:.SOIL:BEARING`:; _::1500.-PSF.' COAT OF NEAT :: POURED. •SLAB ON GRADE REINFORCEMENT SHALL BE PLACED ,-'' .SPACING (EMBED 7" :'
<br /> - • MINIMUM INTO CONCRETE OR MASONRY). .. •:::.:'�.�(�.,, , �;',:,,•�.n:;�,j,.:.:
<br /> ..:•..:';„....;,-,.?. •:'�'.: ..; ':. CEMENT IMMEDIATELY BEFORE PLACING NEW.: :�'
<br /> .:: :;''- = SOIL:FRICTION ' : ; . ..25 •::•. .: :•,..,.... . :::.,' O :; :.: .: _: . MID-DEPTHOF SLAB AND SHALL BE HELD SECURELY IN SEE PLANS AND DETAILS AT ��
<br /> ,' .. : . CONCRETE....... FORSPECIFlC REQUIREMENTS WHERE •�-" :, .:, ":'� •�'.�'.:` . . ; ..
<br /> ` <::EQUIV:•FLUID PRESSURESPLACE WITH MECHANICAL DEVICESDURINGHE • , . L�,. PLACING OF Y OCCUR. '
<br /> :•ACT VE PRESSURE . 35 PCF .. : CONCRETE. • • ,
<br /> LL!
<br /> 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. . . •
<br /> .:,,PASSIVE PRESSURE • • ` : : . . . •....,. .. ,. .. . • -,••• ,. :.
<br /> 150 PCF POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS F " 9: ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR I- ,. :
<br /> ' ' `WALLS RESTRAINED A O 6: REINFORCEMENT.SHALL PLACED - ":`•,ry,::n.•
<br /> ( GAINST.ROTATION SHALL BE SHRINKAGE A5 WELL AS PLACED AT POINTS OF LOW STRESS. - CONTINUOUS AROUND:: • :CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE I FOR W : .';'.: ";:::
<br /> DESIGNED"FOR AN EQUIV. - :";.�':..;:. •- : :, ' -.: ' . MAXIMUM AREA OF POUR JOI T CORNERS AND INTERSECTIONS UNLESS SPECIFIED.OTHERWISE.::. :`• MINIMUM GRADEINFORMATION).•ALL FOUNDATION BOLTS AND "� :-........,.--.:•;.,,,.::.:::.;.....
<br /> RESSU •, .FLU P RE.OF 5 • ..• .
<br /> ,.,. .:::< .,y.. , . ,. � .... ...... ... . . :.CONNECTORS MUST
<br /> ., .. . . _� .• . ,. .' .. ; . , . MAX��' BE HEAVY GALVANIZEDE OR Z
<br /> .';. . �� -' ... .; : ,�.� •,- 1 O. MINIMUM CONCRETE COVERAGE .. � FROM:OXIDATION. .
<br /> .:,.,.. . :.: . .. . . . : •' .: :.. :. : . . . ,_. .. �. : .. OF REINFORCING ST .. ... .,. ._ ,. . , . ' . - .` ".-' ` .. � '-••''�:41 .: .; � ~
<br /> .-<, . . :. . . . , EEL. ..,.. . _ . .." ,•. .: - • • - • _. ,.�..:.
<br /> 3 . FOOTING . . .'`��COATINC TO PROTECT ->=�`=
<br /> 3':.-ALL. S SHALL BeBE FOUNDED AT LEAST.18 BE
<br /> LOW THE .E OW
<br /> FORFORMED, WOR
<br /> K SHA
<br /> LL BE
<br /> AS FOLLOWS: ..
<br /> DLLO
<br /> U . tU ED
<br /> WS• ..
<br /> ND GRO
<br /> UND U D IS N SU
<br /> RFACE OR ,
<br /> ALL :.;'.. .: :.. . . . .:;,. ...:. :.v .:; ;'.,:... ._ .
<br /> . . EXPOSED TOEARTH �. - _:. . .;: _:..:,,:�:`; .� .��... �:..:-;�. IO.:•FIELD�CUT:ENDS NOTC .;..A :::. .: •D • .�::.:00;-':�''.: ���.�.:::�:.:..:
<br /> OR WEATHER (#5 OR SMALLER: . I %2 . . : • HE.S, ND DR�ILE HOLES.OF`. ,: , . , • ..
<br /> FOOTINGS SHALL BE FOUNDED ON COMPACTED F1LL'OR , ' EXPOSED TO EARTH OR WEATHER (#6 OR LARGE 2''
<br /> -
<br /> ;PRESSURE PRESERVA .;r : .": ::'::
<br /> "4: UNDISTURBED NATURAL-GRADE UNLESS OTHERWISE NOTED. * . - '•• - - ``:` :-:RETREATED: -
<br /> • TIV>rLY TREATED WOOD SHALL BE �:••;•.-; �:' .:� :
<br /> O NOTE. CONCRETE CAST AGAINST GROUND SHALL HAVE • °�� - �� '
<br /> ,•, .. IN THE"FIELD IN ACCORDANCE WITH AWPA M4:'IRC.':�� , . .0:,'.`�:.:.^..' •:`'�: �:.Y.� .
<br /> . ..' . 'RAGE - �: ., ... •, . . , .
<br /> A
<br /> .. 3203.:1.-
<br /> M CTO .CO MA .
<br /> TERIA LFORFIL AN
<br /> D ND C L N KF L.i G
<br /> SHALL CONSIST.OF THE EXCAVATED ' •MATERIAL AND/OR :•.;. ..:." I I . PIPES OTHER THANELE•CTRICAL „ I I . 2X4 RAFTERS'`EXCEPT WHERE SPECIFICALLY DETAILED SHALL • tO� '
<br /> •
<br /> L CTRICAL CONDUITS SHALL NOT BE : •- IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER,"••., EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERECEILINGS, SPRINKLERS, DROP
<br /> •NOT`SUPPORT SUSPENDED •..•Qyi -..-.,,,,...•
<br /> : :' TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE :' SPE SOFFITS,'OR ANY OTHER T _ - C' ..'" CIFICALLY APPROVED. •• R ELEMENTS.:.
<br /> T LY BRACED . • • � �
<br /> ADEQUA � PRIOR TO BACKFILLING. FILL AND '�` ` .
<br /> -
<br /> :r 7
<br /> , .. :. � .. .. ,.. .. ... � •...���. a
<br /> BACKFlLL.S1IALL BE DEPOSITED IN LAYERS . - ,'
<br /> ' NOT TO EXCEED 8 .. :,: 12. LEAN CONCRETE SHALL.BE 2 SACKS:OF CEMENT PER CUBIC. .`; .► 2• r•f:: •�,�
<br /> - :. .INCHES'THICK PROPERLY:M E E .. . O1ST N D TO APPROXIMATE � _ , . . . , . :•, . - : � .• � � '` � :. . " •: �' .�- �` . . � ` 'SHE RWA STAPLES MAY ���, � ^, - .
<br /> NAILING
<br /> BE`SUBSTItUTED FOR DIAPHI�AG1�1••AND`;�•'� � :€�-
<br /> YARD OF CONCRETE. .- �- WHEN APPROVED BY THE STRUCTURAL::::.'':.':':•,. �
<br /> OPTIMUM..REQIJIREMENTS'AND'THOROUGHLY ROLLED OR : : ,. :: " : :.,,.:.., . , „• •
<br /> ENGINEER:`" • : '
<br /> : . COMPACTED WITH -OMP ,.. _APPROVED EQUIPMENT IN SUCH A MANNER �• 13. CONCRETE MIXES SHALL BE PROVIDED fIJ'ACCORDANCE • .'� � � - - .. ..
<br /> :. AND EXT'ENT.;AS TO PRODUCE A RELATIVE COMPACTION OF 90% .':• WITH, I : _ , ;13..`EXTERIOR.STUD-WALLS SHALL BE 2X6I " O. ��
<br /> ACI 3 8. = @ 6 , C . .UNLESS ,
<br /> ::••:OF-MAXIMUM'fOSSIBLE DENSITY AS DETERMINED BYASTM • . • :: - . . :. • • • : ''NOTED OTHERWISE.:; INTERIOR STUD FARING WALLS SHALL BE �H
<br /> ' :D:I 5 HAN TAMP : ' S '
<br /> ERS SHALL WEIGH AT LEAST 50 POUNDSEAM i. . TURN.: 14. CONCRETE EXPOSED TO SULFATES, CONCRETE WITH LOW •� • ' : • • -
<br /> . 5 ,_ D `�� .CONSTRUCTED USING 2X4 @ 16 O C• AT UPPER TWO FLOORS �:.:� .:�::� •. 'FNG �-::
<br /> • : •:••-' AND EITHER-2XG 1 G" D.C. OR 3X1 G"
<br /> ,.f•
<br /> `,�-`:EACH AND`SHALL.HAVE A.FACE`AREA NOT IN EXCESS OF 64 .; PERMEABILITY REQUIREMENTS, AND CONCRETE WITH CHLORIDE ' • • @ 4 @ O.C. BELOW TOP '; :..:``: :.: Ai11ii :',.:
<br /> SQUARE-INCHES. TAMPERS MAY BE OPERATED EITHER ' - • ION CONTENT REQUIRE ADDITI TWO FLOORS.. STUD NONE G; 1ONAL'MiX DESIGN EARIN WALLS SHALL BE• `LATERAL ;ONLY,: :;,.::
<br /> MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE : •,'•. CONSIDERATIONS. IN THE EVENT OF THESE REQUIREMENTS THE • . • . :.' -: • 2X4 @ 24" O.C.. UNLESS NOTED
<br /> „CONSTRUCTED USING ••
<br /> ';': .LARGER-POWER DRIVEN COMPACTION.EQUIPMENT CANNOT BE ,:. : ENGINEER SHALL BE NOTIFIED BY THE CLIENT IN A WRITING AND.: `. . . - • OTHERWISE. SEE NOTE t FOR..LUMBER GRADES OF STUDS•AND:: -
<br /> . ,:..' .0 Eb.°-.FILL"OVER•12 DE
<br /> EP EEP SHALL.COMP Y . . , ,.. . :... .PLATES:���':...�'-':.: :�:•:'::: .:�::":.:°:- :'..- �:�.:;•:�°:.:...�:..: .:•..,
<br /> L WITH A � . DESIGN MIXES SHALL BE PROVIDED PER ACI 3 18.` � '- : � � ' �.
<br /> raven '
<br /> H
<br /> TEC l�ICAL REPORT:G OSEE GEOTE •CHNICAL � •EO CFiNICA REPORT .. :. .
<br /> LFOR • - �Chec •ed� .By. CC
<br /> . ... :Fl}R`•fHER•DESIGN CRITERIA. . :. ,•,, ,.• ••, •„„,. ... . • • ... , .. . . -: . CEMENT ..., .. �:. � •
<br /> ..:. .:. ', ••: . : : ; . . .. . .; :1�4. FRAMING�ANCHC�RS'FORJOISTS,.PURUNS AND�POSTS .•::�:_•.��':::•"�:: ...:. :•�,°.�:_ ... ;' :": ;':,�..��•.:': . :..:' :;
<br /> :> •. ..
<br /> t - • N,-OR APPROVED EQUAL. APPROVAL MUST BE• •' ' ....
<br /> ..,:: . .,...,,...i.:,
<br /> CONTENT • SHALL.. . „ •
<br /> BE SIM O P5
<br /> • • •,• . SDA JOB. -N0�` �. :::
<br /> LBS/CUBIC YARD SACKS PER CUBIC • ' ' . , OBTAINED IN WRITING•P OR T INSTALLATION. I '•�� �•�'. � , - . . Pc PSI . . RI _ Q LLA ON. `F LL ALL " . ,
<br /> . .�NOTES
<br /> M IN .), „ - ••:.-.......,_.• 85
<br /> :( .) YAR
<br /> D IN. -F T NE M AS E•�. R`HOLES�
<br /> ( WIT, ) HF . ... . .
<br /> . ., ... .
<br /> �kASTENE R`TYP S A E ILS BOLT ET
<br /> •. .
<br /> 8 8 . ... ,.. .•
<br /> .. :. .... - - • ` - - ' •. • •• -" SIZES -AND•QUANTITIES
<br /> , 2500 470 5 •. NOTE � . ' : • AS SPECIFIED BY THE MANUFACTURER
<br /> TR•tJ
<br /> 3500
<br /> � 56 ,4 C
<br /> 6
<br /> �. 7URA�-
<br /> . I.5. OSB-OF`'EQUAL OR GREATER THICKNESS MAY BE
<br /> . . ,
<br /> • • SUBSTITUTE FO� • • R D P LYW DU USED
<br /> OO S IN SHEARPANELS.-
<br /> .. ...
<br /> F
<br /> _ • • • R�Q
<br /> E
<br /> TY
<br /> , �D
<br /> . REVIEWED FOR PERMIT`-` .•
<br />
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