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<br /> BUILDf�I � CODE 8. ALL SfLL PLATES SH�1LL �E BaLTED YO THE FOUNQATIC7N 7. KEYED CC�NSTRUCTIOI� JOINTS SHALL BE USEQ IC� ,�I_� �
<br /> �Oi 2 INTERNATf�NAL BUILDING �OQE WITH 5#8" Mlf�lMUI�1 DIAMETER BOLTS SPACED AT A MAXIMUM C '�SES. ALL CONSTRUCTf�N JOINTS SHALL QE THC7ROUG�-ILY
<br /> QF 4�" ON CENTER. BC�LIS MUST BE ENIBEDDED A MINIM�J� Cl-�ANED AND f�LL LAlTANCE SHAI�L BE REMOVED. ALL
<br /> ��C��R �OAD OF 7" INTD CQNCf�ETE OR M�SQRIRY. SEE PLAf�S A�ld �ERTICAL JOINTS SHA�L BE THOROUGHLY WETTED A�1D � �,
<br /> DEAD LQAD : 12 p�f �ETAILS 1=QR SPECIFfC REQUIi�EMEf�ITS WH�RE APPL.ICABLE. SLUSHED WITN � CCAT OF NEAT CE�iENT lMMED1ATELY BEF�ORE ��, ��
<br /> P�ACI�!G NEN! CONCRETE. N �
<br /> LIVE LOAQ: 40 psf �:
<br /> . y}�,. - ,
<br /> 9. RIM JQlS I iS 1�0 BE 11 ,�4" �SL MINIMU�I. 8. SUBMiT L�CATiQN OF POUR JO{NTS PRIQR TO P�ACEiv1ENT.
<br /> ROO� LC�/'�D POU� JOINTS SH��� BE LC�CATED TO MINIMI7_E EFrECTS �F
<br /> QEAD LOAD: 15 psf 10. PROVIDE D�UBLE J�IST U�1DE�: A�L PAI�ALLE� PARTITION SHRINK/�GE AS WELL AS P�A�ED 1�T P�lNTS �� �OW STRESS. ��
<br /> FLAT R�O� SNOW LOAD: 25 psF WAL�S AND �aLID BLC7CKING UNDER PCRPEf�JDICU��,R P�RTlTIOI� � Cll �
<br /> WALLS. �IAXPMUM AREA QF pOUR JC�INTS IS �-00 SF. � �-
<br /> SNOW EXPOSUR� FACTQR (Ce): 1 .1 � o
<br /> SNOW LQAD 1�1PORTANCE FACTOR (�s): 1 .0 � 1 : �ON I�,CT THIS O�FICE �PIC7R Tfl MAKING A��1Y CHANGES T� �� ������IUM CQNGRETE CC�V�RAGE flF� R�fNFflRCIN� STEEL FOR � � �
<br /> TNERMAL FAGT�R (Ct): 1 .1 THESE DETAILS FQRMED WORK SHALL BE A� F�f LOWS: 0 c�
<br /> INTERIC�R V�IAL�: 3/4" � �
<br /> WI �JD l�ESlGN D�TA 1 ,> W ¢ �'
<br /> FC�U �J D A TI Of� S EXTERIOR WAL�S, E74POS�D TO WEATHER: 1 /� C� > r, ¢
<br /> 1 . QASf.0 WIND SPEED: 85 MPH 1 . THE FOUNQ.ATION DESIGN IS B/�SED 0�1 THE EXPOSED TO CARTH OR WEATHi R (#5 O R S M A L L E�}: 1 '/2" � `_ '"� X �
<br /> 2. VVIND IMPORTAI�CE FACTOR (Iw}: 1 .0 R E C O M M E N D A T I O I J I�J T H E I N T E R N A T I a N A L B U I I��I C�1 G C a D E *N O T E: C O N C R E T E C A S T A G A l N S T G R O U N D S H A L L F I A V E 3" � � `� °
<br /> BUILDING CATEGORY: II TABL� 1804.2. FaURJDATIaN WaRK SNALL BE PER�OR��iEQ IN MIN, CC?VERAGE � � � � �
<br /> 3. V+II�1D EXPOSURE; B ACCQRDANCE WITH CHAPTER 18 OF THI� C�DE. � � a� �
<br /> 4. Kzt = 1 .38 � '�
<br /> 10. PIPES OTHER THA� ELECTRICA� CONDUITS SHALL NQT BE � � � � �
<br /> 5_ II�TER�fA� P�ESSURE CaEFI=1CIENT. NA 2. TNE FO�NDA7iof� DESIG�J iS BASED O�J THE FaLLOWING EMBEDDED li�l STRUCTURAL cO�i�RETF_ EXCEPT VVHERE q� � � �, ;
<br /> 6. APPLlCABLE WIND PRESSURE �OR 1/A�UES: SPECIFICALLY APPRQVED. � �" �
<br /> COMP�NENTS AND CLADDIN�: NA ALLO�N. SOIL BERRIf�G 20aQ PS� � � � � �
<br /> SC�I� FRICTlO�J .35 11 . CONCI�E I E MIXES SH�rLL BE PF�OVfDED 1N ACCORDANCE - � � � �
<br /> SESIMIC DESIGN C�ATA EQUIV. F�LUID P�ESSURES UVITf-I ACI 318 (�NHEN STR��I�TH DATA FROM TRIAL BATCHES � N w �
<br /> 1 , SEIS�!€� IMPORT�f�CE FACTOR: 1 ,Q ACTIVE PRESSURE* 55 PC� QR FIELp EXPERIEN�E �1RE f�JQT AVAlI�ABLE�. � �
<br /> SEISMIC USE GRaUP: i PASSIVE PRESSURE 25� PCF �
<br /> � 2, SPECTRAL RESPONSE RCCELERATfON (Ss): 127.1 � G � w
<br /> „ CEMERIT C��JTENT C� �
<br /> 3. SITE CLASS: D (ASSUMED} 3. A�L FODTINGS SHALL BE FOUNDED �,T L.EAST 18 �3ELOW SAC�CS PE� � Q
<br /> 4. SPECTRAL RESPQ�ISE COE��ICf�NTS (SDS): 84.7�G THE UNDISTURBCD GPOUf�JD . SUR�ACE OR TO FROST DEPTH. �BS/CUBIC YARD �- �
<br /> 5. SEISMIC DESIGN CATEGORY; D ALL FOOTI�IGS �HALL BE �OUNDEQ ON CQMPACTED FILL QR CUBIC 1'ARD �
<br /> 6. BASIC SEISMIC-�ORCE-- RESISTaNG SYSTEM: SHEaRWALLS UNDlSTURBEQ NATURAL GR��E UN�ESS C�THERVVISE NOTED. �-� �
<br /> � � {Ps�) �N�i�vi�uM)
<br /> 7. DESIGN BASE SHEA�: SEE CALCULATIaNS (MINIMUM� �
<br /> 8, SEISMIC RESPC3I�SE CQEF�ICIEf�T (Cs): 091 . �-. COMPACTiON: MATERIAL FOR FI��ING AND BACKI=I�LING
<br /> SHAL� �ONSlST OF THE EXCAUATED MI�TERIAL AND OR 2500 �no special insp�ction� q-�/Q
<br /> 9. RESPOI�SE MODIFICA il0�! FACTOR �R}: 6:5 f �
<br /> 10. ANALY�IS PROCEDURE U�ED: EQUIUfi�LENT LATERAL �ORCE IMPORTED BORRt�IN AND SHA�� BE FREE �F ORGANiC MATTER, SEE NOTE A
<br /> PRQCEDUR� TRASH, LUMBER, OR OTHE2 DEBRIS. ALL WA�LS SHALL BE 30�0 5� 7 W �
<br /> ADEQUATELY BRACED FRIOR T� BACKFlLLI[�G. FILL AND 5�� � W �
<br /> � �A M I � G �U MBER BACKF�ILL SHALL BE DEPOSITED IN �AYERS NOT TO EXCEED H
<br /> `l . �RAMI�IG LUMBER SNA�� BE NEM-FlR N0. 2. GRADES ARE I N C H E S TI-1 1 CK, PROPERLY MO�STENEa T� APPR�XIMATE � � N
<br /> TYPICA� UNLESS OTHERUVISE NOTED ON P�ANS. LUMBER T�J O P T I M U M R E Q U I R E M E�J T S A N� T H O R t�I�G H I.�Y R O L�E D �R M I X E S S H A L L B E P 4 C�P Q R T I O(�E D T� P R O D U C E A S L U M P O F 5" (�j `�-. �
<br /> BE GRADE M�.RKED PER VVC�fB SPECIFI�ATIONS. CaMPAC I ED VVITH APPR01lEQ EQUlPMENT IN SUCH A MANf�Ef� OR LESS. NQ M�RE THAN A 1 " PLUS TOLERANCE SHAL.L BE � � �}
<br /> ,�ND �XTENT AS TO PRODUCE A RELI�TIVE �ON"iPACTION OF A�.LOWED.
<br /> 90� OF MAXIMUM POSSIBLE QENSITY AS DETER�IIINED B`� ASTM C�
<br /> 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYW40D, ° Q
<br /> [�1557. HAND TAMPERS SHfi��L ��VEIGH AT I�EAST 50 PC}UNDS A 1NHERE SPECfAf_ I�ISPECTION !S N�T REC�UIi�ED UNDER W �
<br /> EXPQSURE 1 SHEATHIN� CONFORMfNG TO EITHER C4MMERCIAL � �
<br /> STAr�DARDS P51 -83, APA PRP-108, fl� VOLUNTAF�Y PRQDUCT �ACH Af�D SHA�� NAVE A FI�CE AREA �lOT !�1 EXCESS �F 64 SECTIaN 17�4.4 0� THE I.B.C., CONCRETE SHALL HAVE t� [__Y �
<br /> STANDARD I�S� 92. PROVIDE A MI��IMUM OF �/�" EDGE �QUARE� Il�CHES. NAND TAMPE�S MAY BE �PERt�TCD EiTf-IER MINIMUM CEMENT C��ITENT aF 5 SACKS PER CUBIC Yi�RD OF �
<br /> NiANUA�LY C7R MECNANiGAL�Y AI�D SHALL BE USED IN�IERE C(�NCRETE.
<br /> DI�TANGE 0�! AL� NAi�S AND Y�" EXPANSIC�N JOfNT �ETWEEN LARGER PC7WER DRIVEN CaMPACTION EQUIPMEf�1T CAN�IOT BE � � �
<br /> ALL PANEL h DGES. MINIMUM SHEA I HiNG REQUIREMENTS ARE AS ���Q. STRUCTURAL �fLL OVER 12" D�EP SHAL� CaMPLY WlTH B) DESI��J MIX (OTHER TNAN AS �PECi�iED lN THIS TAB�E) W �
<br /> FOLLOWS: A C�EOTE�HNfCAL REP�I�T. SHA�L BE �UBMI I TED TC� THE BUILQI€�G O��ICiA� TWO WEEKS m C� W
<br /> - ROC7F SHE/�THING TO BE 39" INT-�PA RATED PI_YWUQD �, PRIOR TO �IRST USE �C �-- �
<br /> P.l. 4Q/2Q. NAIL WITH 8d f�All S AT � ON CE(�TER AT CC��4CRETE []�' (`� V-1
<br /> PANEL EDGES AND 12" ON GENTER AT INTE�MEDIATE � , ALI� CON�R�TE UNLESS OTHE�V�1fSE �t�TEa SNAL� gE �EI N FORCI �I G ST�E� W � �i
<br /> MEMBCRS. REGU�.Af� WEIGHT NARD RO�K TYPE (150 PCF) AGGREGATES 1 . ALL REINFORCIN� STEEL SNA�L CONFORM TO A�TM ,�015 � W
<br /> SNALL CO�1Far�iM 10 ASTM C33 tNITN PI��LfEC`J SHRIf�KAGE GRAQE 6Q (fy - 6Q {�S!) ��R BAR SIZES N0. 5 c� L�f�GE�
<br /> SUB FLQORING T(� BE 3/�" TONGUE ANa GROOVE C--D CHARACTERISTI�S QF L�SS THAl�1 0.05�. GRADE 40 {fy = 4Q KSI} FOR NG. 3 AND N0. 4 BARS,
<br /> II�T-APA RATED PLYtNO�a QR OSB WITH �XTE�6QR G�UE,
<br /> P.I. 48/24. GLUE AND NA(L WITH � Od f�JAILS AT �" QN �. �,LL CC�NCRETE DESIGN IS BASED �Ji� ,� 28 DAY 2. /�f_L �EINFORCING S I EEL SHALL QE LAPPED AS I�C7TED ON �
<br /> CENTER AT PANEL EDGCS AND � 2" ON CENTE� AT COMPRESSIVE STRENGTN (f'c} �� 25C�0 PSI. WHERE 3a00 PSI THE P�ANS. V�/HERE LAP OR SPLICE LOCATIQNS ARE NOT g,����, '� �.�`� �,���'���•
<br /> INTERMEDfATE MEMBERS, �SEE B�SEMENT �NALL COC�CRE iE IS I�EQuIRED BY THE BUfLDING DEP,�RTMENT FOR SPECiFiCALLY INDICATED C�N THE CONSTRUCTION DOCUM�I�ITS, =A���`����-�� �'y=��� �,���,
<br /> �� �
<br /> S�HEDUL.E). WEATHERENG �URPOSES ONLY, NO S���IA� INSPECTIflN IS LAPS A�fD/OR �P�ICES SHALL BE 42 BAR DIR Ai�ID BE WELL rj � �` r��`�'����?� �
<br /> REQUIRED. STAGGERED. / � `�� ,�➢� �,� �
<br /> 3. NAILlNG �HAL.� CONFORM TO TABLE 230�.9.1 Q� TNE � �� �' � �`�����r�- ��'
<br /> � � �� .., . �
<br /> T�*�' d � � �"�„�''� �=.�7
<br /> INTERNATIQ�IAL BUILDlf�iG CODC UNLESS NOTED OTHERWISE. 3. CEMEf�1T SNALL GONFOPM TO ASTN1 C15�, TYPE I, C�A 3. CQMP�ETE REINFORClNG PLACEMENT DRAININGS �RE�ARED I�J V3���s�>i' �t��� � �x�'
<br /> USE COMMON �IAfLS THROUGHOUT UNLESS NOTED OTHERWISE. NORMAL. ACCORDA�ICE WiTH A�! 315 SHA�L BE REVIEWED BY THE � ��.����y� -�� .�,.���'r��
<br /> ENGIh1EER AND AVAILABLE ON THE JUB SITE PRIOR TO THE ����'��`��'�`"'�'��
<br /> .�T�r3�r�'��:'1"��'�`'�
<br /> 4. NO STRUCTURA� MEMBER SHAL� BE CUT �R NOT�HED 4. MAXIMUM SLUMP SHAL� NQ� EXCEED 4 INCHES 1N PLACIN� �F CONCRETE.
<br /> UNLESS SPECIFICAL�Y DETAELED OR APPROVED IN WRITING BY, FLATWQRK. Orawn By: CCC
<br /> THE STRUCTURAL ENGINEER. �-. 1NELDED WIRE FA�RIC SHA�f� CONFORM TO ASTM ,q82 ��iD Checked By: CCC
<br /> 5. P�ACEMENT OF CONCRETE SHAI L E3E I�l CON�GRMANCE WITH A185 �ND SHAL.(� BE �x6 ��12.1 /V�`2.1 U(�L�SS OTHERNClSE Date: 11 -�6 -14
<br /> 5. f�ROVIDE PROPERLY SEZED WASHERS UNDER NEADS AND AC! 301 . NOT�D. �AP REINFQRCEME�IT 6" MINI��UM.
<br /> NUTS OF ALL BOLTS AN� f�AG SCRENIS BEARING 01�1 V�JflOD. SDA JC�B N0.
<br /> �. CONCRETE SHALL BE MAINTA��IED IN A MOIST CONDITIOI� 5. ANCHOR B�LTS, DOWELS AND OTHER EMBEDDEQ lTEMS � � � �
<br /> 6. PROVIDE 3 x� x0.229 WASHERS AT ALL ANCHQR 80�1-5. 1=0R A N�I�II��UM dF FI�`C (5) D�1YS ,��T�i� PLACEMENT. SHALI� BE SECURELY TlED II� PL�CE BEFQRE C4�ICRETE IS -
<br /> ALTERNATE METH(�DS VVIL� Bc APPROVED EF SATISFACTORY POURED. SI��-iB fJN G�,�DE RF_INFORCEMENT SHALL F3� P�ACED �TRUC I URA�
<br /> 7. BOLT HQLES SHA�� BE N�MIhIAL DIAMETER aF QG�T P�EJ� �'Ef�F�ORMARICE C,��i �E ASSUI�ED. �T M1D-DEPTH OF SLAB AND SHA�L BE HELD S�CURELY �N
<br /> ��" UNLESS NC�TED aTHERWISE. LAG F�C�LT PILOT HaL.�S SHAL� PLACE WITH MECI-�AN)CAL DEVICES DURING PLACiNG OF THE DETAi �S
<br /> BE PRE-D�IL_.LED TQ 6�� �F THE NQMINAL aIAMETER OF THE CONCRETE. -��. - '� �
<br /> �AG BOLT Ul�LESS NOTED OTNERWISE.
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