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<br /> UILDING
<br /> CODE
<br /> GENE
<br /> FOUNDATIONS RAL ;
<br /> 201 5 INTERNATIONAL BUILDING CODE : MANUFACTUI�ED LUMBE
<br /> R
<br /> - I . TI1E FOUNDATfON DESIGN IS BASED ON Tt1E RECOMMENDATIQN IN THE
<br /> _ I . ALL MATER�ALS AND WORKMAN5h11P SNALL CQNFORM TO TN� CONTRACT DRAWI
<br /> (NTERNATIONAL BUILDING CODE TABLE I 804.2. FOUNDATION WORK St1ALL BE 1 . �AMINATED VEN��R LUMBER DESIGN 15 BASED ON MI�.ROLAM LVL PRODUCTS A NGS.
<br /> FLOOR LOAD ; �
<br /> DEAD LOAD : ! 0.7 sf - PERFORMED IN ACCORDANCE WITN CHAPTER I 8 OF TNIS CODE. SUPPLIED BY TRUSS-J015T MACMILLAN IN ACCORDANCE WIT11 ASTM D 5456. DE51GN � �
<br /> p
<br /> 2. DURING T11E CONSTRUCTION PERIOD Tt1E CONTRACTOR SNALL BE RESPONSiBLE FOR `
<br /> L(VE LOAD: 40 psf : PROPERTIES SHALL BE: Tt1E SAFETY OF Tf1E BUfLDING. Tt1E ON � ' 4
<br /> C TRACTQ� St1ALL PROVfD� ADEQUATE ShORING, G I �
<br /> 2. TI1E FOUNDATION DESfGN 15 BASED ON TNE FOLLOWfNG VALUES: Fb = 260C1 PSI N E
<br /> ALLOW. SOfL BEARIN� ? 500 PSF �v = 285 PSI
<br /> BRAClNG AND GUYS IN ACCORDANCE WITh ALL NAT1QNAL, STATE AND LOCAL SA�ETY
<br /> ,
<br /> DECK LOAD , ORDINANCES. ANY DEVIATI
<br /> ON MUST BE APPROVED PRIOR TO ERECTlON.
<br /> � . .
<br /> SOIL FRICTION .35 E = I .8x ) O ^ 6 PSI
<br /> DEAD LOAD : I 5 psf , _
<br /> EQUIV. FLUiD PRESSURES
<br /> LIVE LOAD: �0 sf : ,
<br /> �' ACTIVE P * - 3. ALL ERECTION PROCEDURES St1ALL CONFORM TO SN
<br /> RESSURE 35 PCF 2. ! .5E LAMINATED STRAND LUMBER DESIGN IS BASED ON TIMB�RSTi�AND �5L O A STANDARDS. ANY
<br /> SNOW LOAD: 37.5 psf DEVlAT10N MUST BE APPROVED BY OShA P I _
<br /> PASSIVE PRE55UR� 250 PC� R OR TO ERECTiON. �
<br /> _ PRODUCTS AS SUPPLfED BY TRUSS-JOlST MACMILLAN !N ACCORDANCE WITt1 ASTM D � ; �
<br /> WATER ELEVATION BELOW FOUNQATION LEVEL 5456. DE51GN PROP�RTIES St1ALL BE: -
<br /> ROOF LOAD _ 4. Tt1E CONTfZRCTOR 5t1ALL BE 50LELY RESPONS(B � �
<br /> LE FOR ALL CONSTRUCTION �
<br /> _ _ �b - 2250 PSI ,�,, ,
<br /> DEAD LOAD: I 5 psf - 3. SOIL PROPERTiES (NCLUDING BEA t P PROCEDURES INCLUDING LAGGING, ShORlNG AND PROTECTlON F O
<br /> O ADJACENT ,
<br /> R NG �ESSURE AND WATEf� LEVEL SNALL BE Fv = 400 P51 (�
<br /> FLAT ROOF SNOW LOAD: 25 psf VERlF1�D BY A GEOT�Ct1NICAL ENGINEER LICENCE I T _ .. PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITti
<br /> ALL NATIONAL, -- , N
<br /> D N NE STATE OF WAShINGTON E - ! .5x I 0 6 PSI
<br /> STRTE AND LOCAL SAFEIY ORDINANCES. v ►n
<br /> SNOW EXP05UR� FACTOR {Ce): ) . I
<br /> _ , N
<br /> SNOW LOAD IMPORTANCE FACT : r�
<br /> OR (!s) I .0 , 4. ALL FOOTINGS SHALL BE FOUNDED AT LEAST ( 8 BELOW Tt1E U •
<br /> UNDISTURBED GROUND 3. PRUPOSED SUBSTITUTIONS Sf1ALL BE SUBMfTTED AL�ONG WITt1 TI1E APPROPRIATE
<br /> 5. TNE CONTRACTOR 511AL� BE RESPONSIBLE FC�R COORDINATING Th1E WORK OF ALL tS� ` �
<br /> Tt1ERMAL FACTOR (Ct): i . i SURFACE OR T4 FROST DEPTH. ALL FOpT►NG5 SNALL B� �OUND�D ON COMPACTED �ILL ICBO EVALUATION I�EPORTS TO ThE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. N
<br /> OR UNDISTURBED NATURAL GRADE UNLESS OTHERWiSE NOTED. INSTALLATION OF SUBSTITUTIONS ShALL NOT PROCEED WITt10UT PRIOR WRITTEN T�p�S AND 5t1ALL C11ECK ALL DiMEN510NS. ALL DISCREPANCIES SNALL B� CALLED TC? ` t� W -- �- �
<br /> WIND DE51GN DATA Tt1E ATTENTION OF T11E LNGINEER AND BE RESOLVED BE�ORE PROCEEDING WITt1 THE � > O .. O
<br /> APPROVAL OF Ti1E ENGINEER. , ,Q Nx v
<br /> I . B A S I C W I N D S P E E D: i I O M P t 1 5. C O M P A C T I O N: M A T E R I A L F O F I I W O R K. -
<br /> R L L N G AND BACKFILLiNG Sf1ALL CONSIST O� Th� Q .�.�
<br /> �?
<br /> � �L -�
<br /> 2. W I N D I P • - - �--
<br /> M O R T A N C E �A C Y OR (Iw). I .O E X C A V A T E D M ATERIAL AND/OR IMPQRTED BORROW AND St1ALL 8E FREE OF ORGANiC � �
<br /> ' W N
<br /> 6. 5i10P DRAWINGS F4R PRE�ABRICATED TRUSSES AND MANUFACTUR�D FL.00R J015TS � � Q �"
<br /> BUILDING CATEGORY: (I . MATTER„ TRA511, OR OTt1ER DEBRIS. ALL WALLS SNAL� BE ADEQUATELY fZOOF TI�U`�JS _ �
<br /> LUMBER, v �
<br /> 3. WIND EXPOSURE: D BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SNALL BE D�POSITED !N LAYERS NOT SHALL BE SUBMITTED TO Tt1E ENGINEER FOR REV{EW PRIOR TO FABRICATION. - �S
<br /> I . ThE TRUS5�5 St1ALL BE DE5IGNED BY Tt1E FABRtCATOR TO FIT DIMEN510N5 AND ` tS� � m � `
<br /> 4. Kzt = I .33 : TO EXCEED 8 iNChES Tt11CK, PROPERLY M015TENED TO APPROXIMATE OPTIMUM � � 4� `�
<br /> LOADS INDICATED ON TI1E PLANS RND IN Tt1E STRUCTURAL NOTES. ALL DE51GN� 5t1ALL �
<br /> 5. INTERNAL PRESSURE CO�FFICIENT: NA REQUlREMENTS AND Tf10 OUG11 Y 7. DRAWING� INDl�ATE GENERAL AND TYPICAL pETAI F � ' �' �
<br /> R L I�OLLED OR COMPACTED W(Tf1 APPROVEp LS 4 CONSTRUCTiON. WhERE �9 � cn
<br /> 6. APPLICABLE WIND PRESSURE FO EQUIPMENT IN SUCt1 A MA BE IN ACCORDANCE WIT1�1 ALLOWABL.F VALUES A5S(GNED BY Tt1E BUILDING CODE. L O
<br /> CONDITIONS ARE NOT SPECIFiCALLY lNDICATED BUT ARE OF 51MILAR Ci1ARACTER TO n �, � • �
<br /> R NNER AND EXTENT A5 TO PRODUCE A RELATIVE C�MPACTlON CONCENTRATED MECIIANICAL ROOF LOADS S11ALL BE INCLUDED IN ThE DE5lGN. VERIFY DETAILS St10WN I � > �
<br /> COMPONENTS AND C1.ADDING: NA OF 90% OF MAXIMUM P0551BLE D�NSITY A5 DETERM(NED BY ASTM D I 557. t1AND _ , 5 MILAR DETAfLS OF CONSTRUCTION SNALL BE USED SUBJECT TO m w � �
<br /> T A MP E R S S N A L.L W E I G h A T E �/��GhTS AND LQCATIONS WITt� TI1E ARCHITECT. ShOP DRAWINGS MUST BE RETAlNED 3
<br /> REVIEW BY Tt1E �NGIf�ER. C Q m
<br /> L A S T 5 0 P O U�l D S E A C H A ND St1ALL� I1AVE A FACE AREA NOT AT ThE JOB SITE AND AVA►LABLE TO TNE BUILDING INSPE.CTOR FOR RE�ERENCE. Tt1E L �
<br /> SESIMIC DESIGN DATA ' - �N �xC�55 oF 64 SQUA� �NCh�s. t1AND TAMPERS MAY BE O�'E{�ATED EITNER Tf�U55 CALCULATION PACKAG A E E
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<br /> E 511 LL BE DESIGNED UNn R TH DIRECT SUPERVIS�ON 8. ALL DETAILS DE5IGNATED A A � �
<br /> I . SEISMIC IMPORTANCE FACTOR: i .0 - MANUALLY OR MECIIANICALLY AND St1ALL BE USED W11ERE LARCER POWER DRIV�N
<br /> S 5T NDARD OR TYPICAL Sf1ALL OCCUR IN ADDITION TO n1
<br /> . COMPACTI � OF A PROFE5510NAL ENGINEER LICENSED IN Tt1E STATE OF WAShINGTON. Tt1E TRUSS -i-�
<br /> SEISMIC U5E GROUP. i _ ON �QUIPMENT CANNOT BE USED. STRUCTU(ZAL FILL OVER ! 2 D�EP St1ALL ANY OThER SPECIFIC DETAiL CALLED OUT. ; �
<br /> ENGINEER St1ALL ASSUME ALL RE5PON51BILITY �OR TNE WORK OF ALL SUBORDINATES � °` -
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): I 45.8% G C4MPLY WITI1 A C�EOTECI�NICAL R�POfZT. INV LV � ' w
<br /> O ED IN Tt1E PREPARATION OF ThE TRUSS PLACEM�NT PLANS AND Tt1E TRUSS 9. G04RDiNATE WITt1 M�ChANICAL PLUMBI � ' z
<br /> , NG, AND EL�CTRIGAL DRAWINGS FOR 51ZE i_ �
<br /> , DE51GN DRAWI NGS. (�
<br /> 3. SITE CLASS: D (ASSU�vIED) AND LOCATION F
<br /> 4. SPEGTRAL RESPONS� CO��'rICIENTS (SD5): 89.4% G
<br /> O ALL OPEN{NG5 REQUIRED FC7R DUCTS, PIPES, PIPE SLEEVES, -�' �
<br /> ,^ _
<br /> ELECTRICAL CONDUITS, AND OTNER fTEiVlS TO
<br /> � BE EMBEDDED IN CONCRETE OR Q--
<br /> 5. SEISMIC DESIGN CATEGORY: D . : CONCIZ�TE . , V 1
<br /> OTt1ERWlSE INCORPORATED IN ST U T
<br /> R C URAL WdRK.
<br /> 6. BASIC SEISMIGFORCE-RES15TlNG SYSTEM: St1EARWALLS I . ALL CONCRETE UNLE55 OTi1ERWISE NOTED SNALL BE REGULAR WEIGt1T 11ARD RQCK 2. SNOP DRAWINGS AND CALCULATIONS SNALL BE 5UB1'vIITTED TO TI1E �NGINEER FOR
<br /> 7. DESIGN BASE SHEAR: SEE CALCULATIONS : TYPE (i 50 PCF) AGGREGATES 511ALL CONFORM TO ASTM C33 WITH P APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS 5t1ALL BE STAMP�D
<br /> z
<br /> ROVEN S1IRINKAGE f 0. PROVlDE OPENINGS AND SUPPORTS, A5 REQUIRED PER STANDARD DETAiLS FOR O
<br /> AND 51GNED BY A REGiSTEf�ED PROFESSIONAL ENGIN�Ef�. TNE DRAWINGS SHALL SHOW
<br /> 8. SEISMIC RESPONSE COEFFICl�NT SNEARWALLS (Cs): 0.096 ' Ct1ARACTERISTICS OF �E55 THAN 0.05%. �
<br /> 9. RE5PON5E MODIFfCATION FACTOR: ShEAR WALLS (R): 6.5 AL�. CRITICAL DIMEN5IC�NS AS WELL A5 Tt1� LOADS TNE TRU5SE5 ARE DEStGNED TO HEATERS, MECt1ANICAL EQUlPMENT, VENTS, DUCTS, PIPlNG, ETC. ALL SUSPENDED _ .
<br /> MECt1ANICAL EQUIPMENT S11ALL BE SWAY OR LATERALLY BRACED. �
<br /> ,
<br /> I 0. ANALY515 PROC�DURE US�D: EQUIVALENT LATERAL FORCE PROCEDURE 2. ALL CON�RETE DE51GN 15 BASED ON A 28 DAY C�MPRES5IVE STRENGTH (f'c) OF SUPPORT. TN� TRUSSES ARE TO BE ERECTED AND INSTAL.LED IN ACGORDANCE WITt1 TI1E n�"G'
<br /> 2500 P51. W11ERE 3000 PS1 CONCRETE 15 REQUIRED BY TNE Bl�lLDING DEPARTMENT PLANS, APPROV�D �ABRICATOR DRAWINGS; AND INSTAL.LAT(ON SUGGESTIONS.
<br /> FOR WEATNERING PURP05E5 O Y CO T
<br /> NL , NO SPECIAL INSPECTiON IS REQUIRED. N I�,CTOR 5f1ALL GIV� NOTtFICATION P{�IOR TO ENCl.051NG Tt1E TRUSSES TO „ >-
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<br /> FRAMING LUMB�R PROVIDE AN OPPORTUNITY FOR INSPECTION OF Tt1E INSTALLAT(ON. DE51GN AND �
<br /> : I
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<br /> I . FRAMING LUMBER 5t1ALL BE t1EM-FIR N0. 2. GRADES ARE TYPICAL UN�E55 3. CEMENT ShALL CONFORM TO A5TM C I 50, TYPE !,' C5A NORMAL.
<br /> PROVlDE BRIDGING B�TWEEN ThE TRUSSES, CONTINUOUS LATERAL BRACING AND ROOF TRUS�J
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<br /> OTIIERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED P�R WCLIB DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECC7MMENDATfONS. 5t10P DRAW.IN�S � • Tti� TRUSSES St1ALL BE DE5IGNED BY Tt1E �AB(�ICATOR TO �IT DIMENSIONS AND LOADS ~
<br /> �
<br /> SPECIFICATIONS. : 4. MAXIMUM SLUMP 5t1ALL NOT EXCEED 4 INCNES lN FLATWORIC. MAY CONTA�IV TNE MANUFACTURERS ENGIN�ERING RESF'�NSIBILITY UMITATlONS. INDiCATED ON Tt1E PLAN� AND iN Tt1E STRUCTURAL NOTES.' ALL DE5IGNS SHALL BE IN �
<br /> : NOWEVEF�, Tt1EY SHALL MAKE NO STATEMENT A5 TO TI1� ENGINEER OF RECORD ACCORDANGE WITI1 ALLOWABLE VALUES A551GNED BY Tf1E BUILDING CODE. CONCENTRATED
<br /> .
<br /> 2. STRUCTURAL ShEATt11NG ShALL BE APA RATED PLYWOOD, EXPOSURE I 511EATHING 5. PLACEMENT OF CONCRET� 5t1A�L BE IN CON�ORMANCE W(Th ACI 30 I . RESPON5IBILITIES. MECt1ANICAL ROOF LQADS SNALL BE 1NCLUD�D IN Tt1E DESIGN. VER1F1' WEIGhTS AND d
<br /> z
<br /> ' " LOCATlONS WlTH TNE ARCHIT�CT. St10P DRAWINGS MUST BE RETAINED AT TI1E JOB SITE
<br /> CONFORMING TO EITf1ER COMMERCtAL STANDARDS P5 I -83, APA PRP- I 08, OR : �
<br /> ,
<br /> 6. CONCRET� 5t1ALL BE MAINTAINED IN A M015T CONDITION FOR A MINIMUM OF F(VE �.�INFOIZCINC STEEL RND AVAILABLE T4 TI1E BUiLDING INSPECTOR �OR l�FERENCE. Tt1E TRU55 CALCULATION
<br /> VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF 3/8° EDGE D15TANCE ,
<br /> ON ALL NAILS ANDYB EXPANSION JOiNT BETWE�N ALL PANEL EDGES. MINIMUM (5) DAYS AFTER PLACEMENT. ALTERNAT� METt10DS WILL BE APPROVED IF ) . ALL R�IN�ORGING STEEL SNALL CONFORM TO ASTM A61 5 GRADE GO ( = 60 K5! PACKAGE SNALL BE DE5IGNED UNDER Tf1E DIRECT SUPERV(510N OF A PROFE55fONAL
<br /> � � EN�INEER LIGENSED IN 7HE STATE OF WA5t11NGTON. Ti1E TRUSS �NGINEER 511ALL ASSUME _
<br /> 5t1EATt11NG REQUIREMENTS ARE AS FOLLOWS: SATISFACTORY PER�ORMANCE CAN BE ASSURED. �OR BAR 51ZE5 NO. 5 � LARGER, GRADE 40 (fy = 40 K�I) FOR NO. 3 AND NO. 4 BARS.
<br /> �
<br /> ��
<br /> ALL RESPON5IBILITY FOR Tt1E WORK OF ALL SUBURDINATES INVOLVED IN ThE PREPARATION
<br /> ROOF 5t1EAThING TO B� 15/32 INT-APA RATED PLYWOOD OR 7/6" OSB WITh �XTERIOR
<br /> GLUE,
<br /> P.l. 24/O. NA1L WlTt1 8d NAILS AT 6" ON CENTER AT PANE�. EDGES AND I 2° 7• KEYED CONSTRUCTION JOINTS SHALL B� US�D IN ALL CASES. ALL CONSTRUCTION 2. ALL REINFORCING STEEL 5hAl�L BE LAPPED A5 NOTED ON TI1E PLRNS. Wh�RE 1AP OR O� TI1E TRU55 PLACEMENT PLANS AND Tl1E TRUSS DESIGN DRAWINGS.
<br /> ; z
<br /> , :
<br /> JOINTS SHALL BE THOROUGhLY CL�ANED AND ALL LAITANC� 5t1A�.�. B� REMOVED. ALL SPLICE LOCATIONS AR� NOT SPECIFICALCY 1NDICATED C7N Tl1E CONSTRUCTION _
<br /> ON CENTER AT INTERMEDIATE MEMB�RS. Q . m
<br /> V�RTlCAL JOlNTS St1ALL B� Tt10ROUGf1LY WETTED AND SLUSHEb WITN A COAT OF NEAT DOCUMENTS, LAPS AND/OR SPCI�ES 5t1ALL BE 42 BAR D!A AND BE WELL STAGGERED. -
<br /> SUB F I � ° CEMENT IMMEDIATELY BE�OR� PLACIN� N�W CONCRETE. 2. 5t10P DRAWINGS AND CALCULATI N �" W O
<br /> O 5 511ALL BE SUBMITTED TO Tt1E ENG{NE�R FOR � �
<br /> LOOR NG TO BE /�. TONGUE AND GROOVE C-D INT-APA RA7ED PLYWOOD OR APPROVAL PRIOR TO FABRICATION. DRAW{NGS AND CAL.CULATIONS St1ALL BE T N
<br /> OSB WITf1 EXTERIOR GLUE, P.i. 48/24. GLUE AND NAIL WiTt1 ! Od NAILS AT 6" ON 3. COMPLETE RElNFORCING PLACEMENT C?RAWINGS PREPARED IN AGCORDANCE WITI1 S AMPED AND _ Q
<br /> SfGNED BY A REGtSTERED PROFE5510NAL ENGlNEER. 7ME DRAWlNGS 5t1ALL St10W ALL � �
<br /> CENTER AT PANEL EDGES AND I 2" ON CENT�R AT lNTERMEDIATE MEMBERS. 8• SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. F'OUR JOINTS SIIALL BE AC1 3 I 5 SNALL BE REVIEW�D BY THE ENG�INEER AND AVAILABLE ON TNE JOB 51TE PRIOR � (�
<br /> L4CATED TO MINIMIZE EFFECTS OF �(1RINKAGE AS WELL AS PLqCED AT POINTS OF LOW TO TF1� PLACING OF CONCRETE. CRITICAL DIMENSIONS AS WELL AS Tt1E LOADS T�1E TRUSSES ARE DESfGNED TO SUPPORT. Q �
<br /> STRESS. MAXIMUM AREA OF POUR JOINTS IS 400 5F. TtiE TRUSSES ARE TO BE ERECTED AND INSTALLEb IN ACCORDANCE WITN Tt1� PLANS � d
<br /> 3. NAILiNG SHALL CONFORM TO TABLE 2304.9. ! OF Th� (NTERNATIONAL BUILDING � -
<br /> � �' Q
<br /> 4. WELDED WIRE FABRIC SNALL CONFORM TO ASTM A82 AND A I 85 AND St1ALL BE 6xG APPROVED FABRICATOR DRAWIN�S, AND INSTAL�ATION SUGGESTIONS. CONTI�ACTOR ShALL � `�
<br /> CODE UNLESS NOTED OTHERWfSE. USE COMMON NRILS Tt1ROUGt10UT UNLESS NOTED �
<br /> OTIIERWISE. 9. MINIMUM CONCRETE COVERAGE OF RElNFORCING STEEL FOi� FORMED WORK S11ALL W2. I/WZ. I UNLESS OTh1ERW15E NOTED. l_AP REINFORC�MENT 6" MINiMUM. GfVE NOTIFICATION PRIOR TO ENCl.OSING ThE TRUSSES TO PROVIDE AN OPPORTUNITY FOR Q ,�+
<br /> B� A5 �OLLOWS: INSPECTlON OF Tt1E INSTALLATION. QESIGN AND PROVIDE BRIDGING BETUVEEN TNE TRU S O �
<br /> S E5, �L .,
<br /> 4. NO STRUCTURAL MEMB�R SNALL BE CUT OR NOTChED UNLESS SPEGIFICALLY `
<br /> INTERIOR WALL: 3/4° 5. ANCNOR BOLTS, DOWELS AND OTt1ER EMB�DDED IT�MS SHALL BE SECUR�LY TIED IN CONTINUOUS LATERAL BfZAGN6 AND DIAGONAL BRAClNG PER TRUSS PLATE INSTlTUTE C�
<br /> Z � �
<br /> EXTER(OR WALLS, EXPOSED TO UlEAThER: I %2° PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORC�MENT 5t1ALL BE RECOMMENDATIONS. St10P D(ZAWiN65 MAY CONTAIN Tt1E MANUFACTURERS ENGINEERlNG �--
<br /> DETAILED OR APPROVED IN WRITING BY TI1E STRUCTURAL ENGINEER. d �
<br /> �XPQSED TO EARTti OR WEATt1ER (#5 OR SMALLER): ! %z° PLACED AT MID-DEPT11 OF SLAB AND S11ALL BE t1ELD S�CUR�LY IN PLACE W(TN RE5PON51BlL(TY LIMITATIONS. t10WEVER, THEY SNALL tv1AKE NO STATEMENT AS TO THE
<br /> � �
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<br /> 5. PROVfDE PROPERLY SIZED WA511ER5 UNDER t1EAD5 AND NUTS OF ALL BOLTS AND 'NQTE: CONCRETE CAST AGAINST GROUND St1ALL t1AVE 3" MIN, COVEf�AGE MECt1ANICAL DEVICES DURING PLACING OF Tt1� CONCRETE. ENGINEER OF RECORD RESPONSIBILITIES. �/
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<br /> LAG SCREWS BEARING ON WOOD. ' ' , I W O
<br /> f O. PIPES OTf1ER Tt1AN ELECTRICAL CONDUITS ti _ ; .
<br /> 5 ALL NOT BE �MBEDDED IN . i i
<br /> , , ;
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<br /> �� �� �� T : ;
<br /> �. P S RUCTUI�AL CONCRETE EXCEP7 Wt1ER� SP�CI�ICALLY APP � . ` .
<br /> ROVE.D. ; , �
<br /> ROVIDE 3 x3 x0.229 WASHERS AT ALL ANCt10R BOLTS. + � �J
<br /> , �
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<br /> - I I . CONCRETE MIXE S _ , , ,
<br /> �
<br /> i �� 5 t1ALL BE PROVIDED IN ACCORDANCE I i : _
<br /> 7. BO�.T t10LES SHALL BE NOMINAL DIAMETER OF W Yt1 ACI 3 ! 8 (Wt1EN _ �
<br /> BOLT P�US /6 UNLES� NOTED , ;
<br /> T ' , - . _ : _
<br /> ,
<br /> OT11E WI E. 5 RENGTN DATA FROM TRIAL BATCt1E5 OR FiELD EXPERlENCE A � , ,
<br /> R S LA6 BOLT PILOT f10L�S 5f1ALL BE PRE-DRILLED TO �O% O� Tr1E NOMINAL RE NOT AVAILABLE). ; ; , , , ;
<br /> , ; i : i
<br /> DIAMETER OF T11E LAG BOLT UNLE55 NOTED OTt1ERWISE. _ ; ; . ; ,
<br /> _ � ., ,
<br /> CEMENT CONTENT SACKS PER � _
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<br /> LBS/CUBIC YARD CUBf , �
<br /> 8. ALL SILL PLATES Sf1ALL E 'S �F C YARD � _
<br /> B BOLTED TO TF1E FOUNDATION WITf1 / MINIMUM DIAMETER , ` , , � �
<br /> 8 . �
<br /> �� Fc (PSI) MINIMUM t � . _ I �
<br /> ( ) (MINIMUM) ,
<br /> BOLTS SPACED AT A MAXIMUM OF 48 ON CENTER. BOLTS MUST BE �MBEDDED A , � :
<br /> , ; � ..
<br /> !
<br /> �� 2500 no s ecial in5 e , , , �, ,
<br /> ( p p ction) 470 5 , ;
<br /> MIN{MUM OF 7 INTO CONCRETE OR MASONRY. SEE PLANS AND DETAIL.S F�R SPECI�IC : �
<br /> 'i I : _ ��'V,� ,_
<br /> SEE NOTE A . , , �J ;
<br /> ! _ _ , �
<br /> REQUIREMENTS WhERE APPL.ICABLE. G
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<br /> 3000 5 17 � � , _ �' �
<br /> 5/2 �,� O
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<br /> 9. RIM J015T IS T ,.
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<br /> O BE IY LSL MINIMUM. �
<br /> 4 , _ ; _,
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<br /> MIXES 5t1ALL BE PROP�RTfONED TO P ° ; , .
<br /> RODUCE A SL.UMP OF 5 OR LESS. NO MORE ! , : -
<br /> �� ' , �
<br /> . .
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<br /> Tt1AN A ! PLUS TOLERANCE ShALL BE A�L0INED. ` , , ; .
<br /> ) O. PROVIDE DOUB�E J015T UNDER Al�L PARALLEL PARTiTION WALLS AND 50LID ; � ` ;
<br /> ; i � ; '�4383.
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<br /> C CONCRETE St1ALL 11AV I ��4:
<br /> E A M NIMUM CEMENT CONTENT C�F 5 � � ' �.
<br /> I I . CONTACT TI11S OFF�CE PRIOR TO MAK(NG ANY Ct1AN ES ETAILS. ' SACKS PER CUBIC _ ; �
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<br /> :; ; X T G CONCRETE, REINFORCEMENT FOUNDATION G M
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<br /> L THER � ✓
<br /> HEARWALL COMPONENTS SHALL CONF
<br /> ORM TO THE STRUCTURAL DRAWINGS. LUMB R
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<br /> E SIZES, LUMBER
<br /> I GRADES CONNECTION
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<br /> � NENTS SHALL CONFORM TO THE
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<br /> S RU CTU fZAL
<br /> , URAL DRAWINGS. THE CONT
<br /> RACTOR AND BUILQING OFFICIAL
<br /> _ IS RESPQNSIBLE FOR
<br /> REVIEWING AND
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<br /> ERIFYING THE EXISTiNG SITE CONDITION . '
<br /> S ANY DEVIATION FROM TH
<br /> , : I E STRUCTURAL
<br /> DRAWINGS SHALL BE NOTES -
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<br /> ED 0 HE ENGINEER.
<br /> :. DET
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