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<br /> BUILpING COD� MASONf�Y GENcI�AL
<br /> CONC(�ETE `
<br /> 201 5 INTERNATIONAL BUILDING CODE ( . CONCRETE BLOCK UNITS SNALL CONFOf�M TO
<br /> I . ALL CONCf�ET� UNLESS OTNERUVISE NOT�D St1ALL -
<br /> ASTM G90, 61�ADE N- I , WITN A MINIMUM I : ALL MAT�RIALS AND WORKMANSNIP Sf�1ALL
<br /> ROOF LC�AD BE REGULAR WEIGt1T t�iAI�D F'�OCK TYPE ( I 50 PCF) �--- :
<br /> AGGREGATES 5f1A1._!.. CUNFURM TO ASTM C33 W1TN
<br /> COMPRESSIVE STRENGTII C?F I 900 PSI. MAXIMUM CONFORM TO TFfE CONTfZACT DRAWiNGS. � �
<br /> DEAD 1..0AD: ! 5 psf Pf'�OVEN SriRINKAG� CI�ARACTEf'�15TIC5 OF LE55 MO(STURE CONTENT SFIALL NOT EXCE�D 40°10 OF - �c I N � �i�,
<br /> FLAT f�00F SNOW LOAD: 25 sf TOTAL ABSORPTION AT Tfi1� TIME OF 2. DURING Tt1� CC)NSTf�UCTfON PERIOD ThE ,
<br /> p Tl1AN 0.05%. � ...�x:.x�
<br /> SNOW EXP05URE FACTOR (Ce): 1 . I
<br /> CONSTRUCTION. CONTRACTOf� SNALL B� RE5PON5fBLE FOR Tt1E ' �
<br /> SAF�TY OF TM� BUILDING. TNE CONTRACTOR 5t1ALL =�� , '.
<br /> SNOVV LOAD IMPORTANC� FACTOR (Isj: I .0 2. ALL CONCRETE DESIGN I�� BAS�D ON A 28 DAY - PROVID� ADE QUATE SNORING BRACE NG AND GUYS � >
<br /> TN�RMAL FACTOR (Ct): I . 1 _ � 2. M O R T A R S H A L L C O N F O I�M T O A S T M C 2 7 0 T Y P E � (� �
<br /> GOMPRE551VE STREN,GTN (fc) O� 2500 P51. Wt1E�E IN ACCORDANCE WiTN ALL NATtONAL, STATE AND Q�
<br /> 3 0 0 0 P S I C O N C R E T E I S R E C�UIRED BY THE BUILDlNG S, WITt1 A MI NI M UM CO M P f�E S 51 VE ST R E N GTt1 O�
<br /> I 500 Pst AT 28 DAYS. MIX: i PA�T PORTLAND LOCAL SA�ETY ORDINANCES. ANY DEVIATION MUST +' �
<br /> W I N D D�5 1 G N D A T A D E P A f�T M E N T F O R W�A T f-1 E f�I N G P U R P O S E S O N L Y, CEMENT, I/2 PART LIME PUTTY, 3 PARTS SAND (BY BE APPROVED PR(O� TO ERECTION. ,� rn
<br /> I . BA�IC WIND SPEED: I I 0 MPt1 NO SPECIAL INSPECTION f5 �EQUIRED. - n
<br /> 2: WWD IMPORTANCE �ACTOR (Iw): I .0 VOLUME): IF PLAST(C TYPE CEMENT IS USED, OMIT (J �j
<br /> LfME PUT1Y. ADD SUF�IC(�NT WATEf� TO Bf�iNG THE 3. ALL ER�CTION P�OCEDURES SNALL CONFOf�M TO (� �
<br /> BUILD�NG CATEGORY: II 3. CEMENT SNALL CONFORM TO ASTM C I 50; TYP� ` MIXTURE TO A PLASTIC STATE. OSNA STANDARDS. ANY DEViATION MUST BE � `y
<br /> 3: WIND EXPOSURE: C I, CSA NORMAL. ' �
<br /> 4. Kzt- = i .37
<br /> APP[�OVED BY OSF1A PRfOR TO ER�CTION. U) � '
<br /> d- -
<br /> ; 3. GROUT Sf1ALL CONFOI�M TO ASTM C476, WITf1 A Q
<br /> 5: INYERNAL PRESSURE COE�FICIENT: NA - 4. MPJCIMUM SLUMP SNALL NOT EXC��D 4 INCh-IES W �"' •• �
<br /> �. APPLICABLE WIND PRESSURE FOR IN FLATWORK. MINIMUM GOMPf�E551VE ST�,ENGTN OF 2000 P51 4. Tt1E CONTRACTOl� SIIALL B� SC)LELY Q N x� �
<br /> A T 2 8 D A Y�. M I X. I P A R T P O R T L A N D C�M E N T, 3 RESPONStBL� FO(� ALL CONSTRUGTfON - � oo � � < �
<br /> CC�MPONENTS AND CLADDING: NA PROCEDURES INCLUDING LAGGING 5110RING AND � � +'
<br /> 5. PLACEMENT OF CONCRE"�E S11AL..L BE IN PAI�TS SAND, 2 PA�TS PEA GC�AVEL, AND � � w a� '
<br /> CC�NFORMANCE WiTN ACI 30 I . SUFFICIENT WATEf� TO BRING TNE MIXTUR� TO FLUID ' PI�OTECTION OF ADJAC�NT P�OPERTY, •-- v � �
<br /> � 5E51MfC DE�fGN DATA U�
<br /> CONSISTENCY. GI�OUT SNALL OGCUR ONLY IN CELLS STIZUCTURES, ST�EETS AND UTILITiES IN � cu .
<br /> ( : SEISMIC IMP�RTANCE FACTOI�: I .0 ACCOR.DANC� WITN ALL NATIONAL, STATE AND � � .+ � � '
<br /> ��15MIC U5E GRC�UP: I 6: CONCRETE SNALL BE MAWTAINED IN A M015T ��NTAINfNG �EINFO(�C�MENT UNLESS OTN�I�WISE � � � �
<br /> NOTED, LOCAL SAFETY O{�DINANCES. � v r,� 3
<br /> 2: SPECTRAL RESPONSF ACCELERATfON {Ss): 1 24.7% G CONDIT(ON FOR A MINIMUM O� FIVE (5) DAYS '
<br /> 3. SIYE CLASS: D A�SUMED . AFT�R PLACEMENT, ALTERNATE METt10D5 UVII_L BE _ � � W � 3
<br /> - � ) 5. TNE CONTRACTOf�, Si1ALL BE RESPONSIBLE FOR �
<br /> 4. SPECTRAL fZ�SPONSE CO�FFICI�NTS (5D5): 83: I °IoG APP(�OVED IF SATISFACTO'�Y PEfZ�O(ZMANCE GAN BE 4. PROVIQE TESTS A5 REQUIRED BY Tt1E BUILDING � �
<br /> ASSURED. O�FICIAL OR ENGINEER. COORDINATING TNE WORK OF.RLL TRADES AND � � '
<br /> 5: S�I�MIC DESIGN CAT�GORY: D St1ALL CNECK ALL DIMEN5IQN�. ALL D15CREPANCIES �
<br /> 6. BASIC 5EI5MIC--�Of�CE-EZ�SlSTIN� 5Y57EMr SHEARWALLS � �
<br /> 5. Tt1E T!-11CKNESS OF ThE Gf�OUT St1RLL B� NOT St1AL.L �E GALLED TO ThE ATTENTION OF Tt1� �
<br /> 7. DESiGN BASE St1EAR: SEE CALCULATIONS 7. MINIMUM CONCf�ETE CG�VEfZAGE O� `U t;J `
<br /> LESS THAN I /2° BETWE�N BLOCK UN1T5 AND �NGINEER AND BE RE50LVED BEFORE PROCEEDING Z � �
<br /> 8, 5�l5MIC R�SPONSE COEFFICIENT (Cs): 0.388 f�EINFORCiNG STEEL FOR FC�(�MED WOf�K Sf-1ALL BE � '
<br /> �� `WITt1 ThE W�RK. o ,
<br /> 9. �ESPONSE M�?DIFICATlQN FACTOR (R}: I .5 (CMU AS FOLLOWS: REIN�Of�CING STEEL, AND NOT LESS TNAN 3/4 � �
<br /> B�TW�EN F'ARALL�L RElNFO�CING 8AR5.
<br /> 5t1EARWALLS) EXTERIOR WALLS, �X{�OSED TO WEATNEI�: : 6. ShOP DfZAWINGS FOI� PREFABRICATED TRU55E5 (�
<br /> : _ _ 1 %" ,.
<br /> l �. ANALY�15 PROCEDURE US�D: EQUiVALENT LATERAL G. I� WORK 15 STOPPED ONE ( I ) NOUR Of� LONGEP, AND MANUFACTURED �LOOR JOISTS SNALL BE
<br /> FORCE PROCEDURE ,
<br /> PROVlD� HORlZONTA�. CONSTRUCTI�N JOINTS BY SUBMITT�D TO TNE ENGINEER FOR REVIEW PRIOR
<br /> *NOTE: CONCRETE CAST AC;A(NST �ROUND SNALL STOPPiNG Tt1E GROUT ! I /2" BELOW TNE TOP O� TO FABRICATION. -
<br /> �IZAMING LUMB�f�. NAV� 3" MlN. COVERAGE
<br /> MiNG �..UMBE Si--1AL - TNE BLOCK. �
<br /> I . �f� R �.. BE N�M FIR NO: 2. GRAD�S �
<br /> 7. DRAWINGS INDICATE GENERAL AND TYPICAL �"
<br /> ` 8. PIPES OTNER ThAN EI..�GTRICAL CONDUITS ShALL
<br /> ARE TYPICAL UNLESS OTt1Ef�W15E NOTED ON PLANS. DETAILS O� CONST�UCTION. WNERE CONDIT(ONS �
<br /> NOT BE EME3�DDED �N STRI)CTUI�AL CONCRETE �� S�E REINFO�CING STEEL NOTES AND STANDARD <C
<br /> LUMB�R TO BE GRADE MARKED PE� WCLIB DETAIL� �OR REINFORCEMENT REQUIf�EMENTS. �- � C�
<br /> Af�E NOT SP�CIFlGAL�.Y INDICATED BUT ARE OF
<br /> SFECfFICATIONS: EXCEPT WNERE SPECIFICALI_Y APPROVED. `
<br /> SIMfLAR Ct1ARACTEf� TO DETAILS ShOWN, 51MILA� �
<br /> : W N
<br /> 8. A 5�T OF Tt1REE MA50NRY PRISMS St1ALL BE DETAILS OF CONSTf�UCTION SNALL BE USEp '
<br /> � 2: STRUCTU�AL SNEATNING SIIALL BE APA RATED 9• CONCR�TE MIXES ShALI. B� PROVlD�D IN BUILT AND T�STED IN ACCOf�DANCE UVfTN ASTM C SUBJECT TO REVIEW E�Y TNE ENGINEER. � � �
<br /> PLYWOC7D, EXPOSUR� ! SH�ATNING CONFORMiNG TO ACCORDANCE W!T{1 ACI 3 I 8 (WNEN ST�ENGTN � � � .
<br /> 1 3 14 PRIOR TO TN� START OF CONSTRUCTION.
<br />' ` EfTNER COMMERCIAL STANDARDS P5 1 --83, APA PRP- I 08, DATA �f�OM T[�(AL BATCi1E.� O� FI�L.D �XPEf�IENCE ` �
<br /> ARE NOT AVAILABLE}. MATERIALS USED FOR THE CONSTRUCTION OF TI-1E 8. ALL DETAILS D�S(GNATED AS STANDARD OR L1.J
<br /> OR VIJLUNTARY PRODUCT STANDARD P5�-9z. PROV(DE A PRISMS SFIALL BE TAKEN �(�OM Tt105E SP�CIFIED ' TYPICAL SNALL OCCUR IN ADDITION TO ANY OTt1ER o � �
<br /> MINiMUM QF 3/8° EDGE D(STANCE ON ALL NAILS AND%° - CEMENT TO BE USED 1N Tt1� PROJECT. PI�ISMS SNALL BE SPECIFIC D�TAIL CALLED OUT. � �
<br /> EXPAf�SION JOfNT BETWEEN ALL PANEL EDGES. MINIMUM CONSTf�UCTED UNDER ThE OBSERVaTION OF A � �
<br /> `St1EATNlNG REQUIREM�NTS ARE A5 FOLLOWS: CONTENT , 5ACK5 PI=R [�
<br /> LB5/CUBIC YARD SP�C(AL INSPECTO(� Of� APPROVED AGENCY AND 9. COORDINATE WITI-1 M�GNANICAL, PLUMBING, AND � w �
<br /> i�QOF SNEA7t11NG TO BE �5/3 2" INT-APA RATED � T E S T E D B Y A N A P P R O V E D A G�N C Y. ELECTRICAL D�AWINGS FOR SIZE AND LOCATION OF (�
<br /> CUB[C YARD �
<br /> PLYWOOD OC� �/6�� OSB WITN EXT�RIOR GLU�, P.I. Al_.L OP�NfNGS REQUIi�ED FOR DUCTS, PIPES, PiPE : � I-- 4:.
<br /> Fc (PSI) (MINIMUM) �
<br /> 24/�. NAfL WITh 8d NAILS AT 6" ON CENTER AT 9. NO SF'EC(AL (NSPECTION IS REQUI(��D WNEN Of�E SL�EVES, �LECTRICAL CONDU(TS, AND OThER IT�MS W L..�
<br /> PANEl.. EDG�S AND I 2" ON CENTER AT INTERMEDIRTE (MfNiMUM} r1ALF TNE ALLOWABL� MASONRY �TRES5E5 Af�E TO B� EMBEDDED IN CONCRETE OR OTt1E�WISE � � '
<br /> 2500 {no specta! inspection) �I-70
<br /> MEMBERS. . 5 (NCOf�PORATED IN ST�UCTUFZAL WORK. �
<br /> USED IN DESIGN. TESTING DURING CON�T�UCTION � I_,Lf
<br /> : _ : IS NOT REQUl�ED. A ��TTER OF C�I�TIFICATION _C� C� �'`j .
<br /> ' SEE NOTE A
<br /> 3000 FRC�M TNE SUPPLIER C�F Tt1� MATERIALS USED TO I O. PI�OVID� OPEN(NGS AND SUPPOIZTS, AS � �
<br /> 3. N�IL(NG SNALL CONFOf�M T0 TABLE 2304.9. I OF Tt1E r 5 � � VEf�IFY TNE f'm IN ACCORDANCE WITf�1 SEGTION f�EQU(RED P�R STANDARD D�TAiLS FOR HEATERS, _
<br /> ' �
<br /> INTEf�NATfONAC BUILDING CODE UNLESS NOT�D - 5�2 :: 2'� 05 511ALL. BE Pf�OVIDED AT TME TIM� OF, OR MECNANICAL EQUIPMENT; VENTS, DUCTS, PIPING, , -
<br /> C�TH�RWlSE. :U5E COMMON NAiLS THROUGNC�UT UNLESS PRIOf� TO, DEl�IVEf�Y OF ThE MATERIALS TO TNE JOB �TC. ALL SUSPENDED MECt1ANICAL EQUIPMENT -� � .
<br /> ' - M(X�5 5t1ALL B� P(�OPORTIONED TO P�ODUCE A �
<br /> NOTED OT�iERWISE. SITE TO ENSUR� TNE MATE�IALS U�ED IN SNALL BE SWAY OR LATERALLY BRAC�D. � _;� ,� .wa;k,
<br /> ' SLUMP OF 5" OR LESS. N(� MORE TNAN A I " PLUS , �
<br /> :TO E C S E CONST�UCTION AR� (�EF'f�ES�NTATIVE OF ThE . � ��-, �.._��� �:u,
<br /> :�:
<br /> q-. NC7 ST�UCTUl�Al� M�MBER St1ALL BE CUT OR NOTCNED L RAN E NALL B ALLQWED. �� �`�w , � _
<br /> MATERIALS USED TO CONSTf�UCT PRISMS PRIORTO � -�i��„p ��'����`:ra`���� , ,
<br /> UNLESS SPECI�IGALLY D�TAILED OR APPROVED fN WRITING �^�� � P �, � �'
<br /> � CONSTRUCTION. ,
<br /> A) Wt�1��� SPECIAL INSPECfiION ►5 NC?T REQUIRED , ' ,�,� � � �>���
<br /> � �., �
<br /> BY Tt1E STRUCTUI�L ENG(NEER. �� � ��'�j�
<br /> � �
<br /> ` , _ UNDER S�CTfON 1 704.4 C)F Tf1E I.B.C., CONCRET� _ ;: w:� r ,
<br /> I O. DUR-O-WALL MESN: WIPE St1ALL CONFORM T�
<br /> � �`��t a �
<br /> 5. BOLT NOLES ShALL BE NOMINAC DIAMETER OF BOLT SNAL.L NAVE A MINIMUM CEM�NT CONTENT O� 5 �� ��r�<...µ���„ °- .
<br /> ASTM A82. INSTALLATION SHALL BE IN ��' ����� �
<br /> PLU9 � # I 6" UNL�S� NOTED OThEf�W15�. LAG BOLT PILOT SACKS PEf� CUBIC YAf�D QF CONCRETE. : � �� �.�d�,�� �,-� , �;
<br /> ACGORDANCE WITN MANUFACTURER'S DETAlLS AND �b� ����<_ -
<br /> NOL�S 5�1ALL BE PRE-D(ZILLED TO 6C�% OF Tt1E NOMINAL _ ��`'�r� . r ,�
<br /> STRUCTURAL DRAWINGS. 4�,�: ������ �&' '
<br /> DI A M E T E R O F T t 1 E L A G B O L T U N L E S S ND T E D O T t 1 E RW1 5 E. " B) D E 5 1 G N M I X (O T N E f�T N f�N A 5 S P E C l Fl�D IN TNI S `1��-_. .��t�` `' ���� � � ����
<br /> TABL�) SNALL. B� SUBMITTED TO TN� BUILDING � .
<br /> 6: CONTACT Tt1f5 OFFICE PRIOR TO MAKING ANY CHANGES OFFICIAL TWO WEEKS PRiC)� TO FIRST USE. Drawn B .,; CNRlS
<br /> TO TNESE DETAILS _ Checked B}r CHRIS
<br /> _ Date: 06- - y=
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