|
_ ; ��� ...;
<br /> . . .. . . � � . . � . . . . . . .. . . . � � . . . . Fq'°:' '.. .
<br /> . . . , . .. .. .. . ' '�` ...-;�. � , . .. . . . . . . . _ � . �. - ' . .. .._ . . . . . .. . . � - . . . . . ' . . . .;� . . . .
<br /> BUILDING CODE: _
<br /> � _ :
<br /> 7: F'ROVIDE 3"x3"x0.229" WASNERS AT ALL ANCHOR BQLTS. 8. ALL DETAILS DESIGNATED AS STANDARD QR TYPICAL SNALL
<br /> 2Q09 INTERNATCONAL BUILDING CODE :
<br /> . : , OCCUR f N ADDITIC7N TO A Y OTH P I -
<br /> , : N ER S EC FIC DETAIL CALLED OUT. '
<br /> : �� :
<br /> 8. BOLT t10LES_ S11ALL BE NOM(NAL DIAMETER OF BOLT PLUS I/ I 6
<br /> _ . : , _ � -; �
<br /> FL�OI� LOAD. - . ;
<br /> ` UNLESS OTIIERWISE NOTED. LAG BOCT PiLOT NOLES t1A
<br /> _
<br /> ` ` ' ' � LL BE , 9: COORDINATE WITt1. MECt1ANICAL PLUMBING AND ELECTRICAL
<br /> � , ,
<br /> „ , . _
<br /> DEAD LOAD. I 2 sf . _ _ , ; �G r
<br /> �
<br /> p. - _ _ _ PRE DRILLED TO 60% QF Tt1E NOMINAL DIAMETER OF TNE LAG BOLT - N � w
<br /> - : - DRAWINGS FQR 51ZE AND LOCATIQN qF ALL C�PENINGS REQUIRED
<br /> � . . . :
<br /> L VE LOAD. O _
<br /> 4 sf
<br /> p ` �. . ����F�.,. . ;.�.
<br /> UNLESS OTt1ERWISE NOTED. _ F
<br /> ,, . .
<br /> ,
<br /> OR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS AND
<br /> > .
<br /> : , : , _ _
<br /> ,
<br /> ' :OTIIERJTEMS TCO B� EMBEDDED iN CONCRETE OR OTNE 15E - `
<br /> ' _ .
<br /> RUOF LQAD:
<br /> :
<br /> _
<br /> _ RW
<br /> 9. ALL SILL PLATES St1ALL BE BQLTED TO TNE FOUNDAT ON UVITII '"
<br /> , _ : I . S/8 INCORPORATED IN STRUGTURAL WORK. . ,
<br /> .: _ _
<br /> ` , ��
<br /> ;..
<br /> DEAD LOAD: 'I 5 5f M[NIMUM D(AMETER 80LTS SF'ACED AT
<br /> �
<br /> p : _ _ , 48 O.C. MAXIMUM SPACING
<br /> ; : �� ` :
<br /> : Q�
<br /> FLAT ROO� SNQW LOAD. 25 psf _. , (EMBEp 7 MINIMUM INTO GONCRETE OR MASONRY . S�E PLANS AND
<br /> _
<br /> ) I O. PROVIDE OPENINGS AND SIJPPORTS;:AS REQUIRED PER -E�.. ' °
<br /> SNOW EXPOSURE FAGTOR (Ce); I .O DETAILS FOR SPE _ .
<br /> .
<br /> ,CIFIC REQUIREMENTS WHERE OCCUR. . STANDARD DETAILS FQR i1EATERS MECIIANICAL E UIPMEN ` ' �
<br /> SNOW LOAD .I P _ : _
<br /> , T,
<br /> •-
<br /> M ORTANCE FACTOR (is): I..O .
<br /> VENTS DUCTS P.I.PING ETC:: ALL SUSi'ENDED E�A (CAL N
<br /> - , , , , , , M N
<br /> : _ . . _ . ; ` U ,. ,r� .
<br /> _
<br /> TN�RMAL FACTOR (Gt). I .O . I O, ALL FRAMING LU(vIBER IN CQNTACT WITti MASONRY OR CONCRETE ` EQUIPMENT SFIALL BE SWAY OR LATERALLY BRACED.
<br /> : _ : : _ _
<br /> N ,
<br /> ,. ,
<br /> �
<br /> - SNALL BE PRESSURE TREATED. (SEE NOTE I FOR MWI(V1UM Gf�ADE :�ri -.
<br /> ; ; :
<br /> _ , _ .
<br /> V�/I NID CDESI ' : - INFORMATION , . , _ _ � _ w d- cv
<br /> GN DATA _ ) ,l I . ALL INFORMATION-St10WN ON Tf1E pRAWINGS f�ELATIVE TQ ;'� � �t-
<br /> I . BASIC W ND :. . : � r , _
<br /> .. . . ( , SPEED 85 MPI-1 , ; EXIST(NG CONDITIONS IS GIVEN:AS.Ti1E BEST PR�SENT. KNOWLEDG� Q
<br /> , _
<br /> 2: I D . I I . FIELD-CUT E DS NOTCNE A °
<br /> _ W N IMP,ORTANCE FACTOR (Iw). I .0 N , S, ND DRILLED f10LE5 QF i'RESSURE BUT.WITI-IQUT GUARANTEE OF ACCURACY:" Wi1ERE ACTUAL I�` X
<br /> Q �
<br /> , _
<br /> , .; .
<br /> BUILDING CATEGO . , , PRESERVATIVELY TREATED WQOD 5t1A W � � �
<br /> RY II _
<br /> , .
<br /> LL BE RETREATED IN Tt1E FIELD IN CONDtTIONS CONFLICT WITN TI-1E DRAWINGS; T11EY 511ALL BE ' - J o -- �
<br /> ACCQ DA _ , :�.cv
<br /> 3. WIND EXPOSURE: B , . _ _ R NCE WITi1 AWPA M4: IRC 320.3: i REPORTED TO T E- � �
<br /> . , _
<br /> _ ,
<br /> I1 ENGINEER SQ TNAT T11E PROPER REViSIONS MAY � w �
<br /> 4. Kzt= 1 .38 : : ' �- a�: . -°
<br /> BE MADE. MODIFIGATION TO DETAILS OF:CONSTRUCTIQN 5F1ALL �-` �
<br /> , , ,
<br /> , _
<br /> I 2. 2X4 RAFTE X
<br /> 5. INTERNAL PRESSUR� GOEFFICIENT: NA . : _ R� E CEPT WHERE SPECIFICALLY D TA _ : � , Y �
<br /> .
<br /> � ILED SNALL NOT NOT BE MADE WITNQUT PRi01� WRITTEN APPROVAL OF TNE - Q � .
<br /> , _ -a--,
<br /> , .
<br /> , _ SUI'PORT SUSPE D , : '4� v �� � cn
<br /> . 6, APPLICABLE WIND PRESSURE FOR ' - N ED CEiLINGS, SPRINKLERS, DROP SOFFITS, QR ANY �NGINEER. -
<br /> , ,
<br /> COMPONENTS AND CLAD i ; OTHER. ELEMENTS. 0 � _,..,0 3
<br /> ,
<br /> D NG NA
<br /> ` _ _ �,, . �,
<br /> - I 2. ARC N ITECTU RAL A` D EC A ` °� � :
<br /> ,
<br /> N M f1 NICAL PLANS ARE'CON5IDERED A ; N �' r� _.,
<br /> : o
<br /> , . I 3. WIRE STAPLES MAY BE SllBSTITUTED FOR D(APi1RAGM AND . � , �
<br /> SESIMIC DESIGN DATA: PART OF THE STRUCTURAL DESIGN DRAWINGS A D ARE TO BE USED � '�`�
<br /> _ ,. N N >
<br /> SNEARWALL NAILING WHEN APPRQVED BY Tt1E ST UCTU L E � w �n
<br /> R. RA NGINEER.
<br /> l . SEISMIC 1MPORTANCE fACTOR; I .0 _ TO DEFINE DETAIL CONFIGURATIONS INCLUDING• BUT NOT LIMITED �
<br /> ,
<br /> , ,. ,. , ; , � _ N
<br /> , ,
<br /> SEISMIC U E : ; ` , TO RELATIVE LOCAT�ON OF E � _
<br /> S , GROUP I ,, M M�ERS, ELEVATIONS; DIMENSfONS `�'
<br /> I 4. EXTERIOR STUD WALLS ShALL BE 2 .
<br /> , ; - , X6 @ I � Q.G.. UNLESS.NQTED _
<br /> AND LOCATiQNS OF ALL QPENINGS, ETC �'
<br /> 2: SPECTRAL RESI'QNSE ACCELERATION (SS). I 28.2% - , . w
<br /> - OTf1ERWI5E. INTERIOR STUD BEARING WALLS Si-1ALL BE CONSTRUCTED _ ` :
<br /> . ,
<br /> 3. SfTE CLASS. D. (ASSUMED)
<br /> , USING 2X. �� _. _ �� - p
<br /> 4@ ! 6 O<C. AT UPPER TWO FLOORS AND EITf1ER 2X6 @ I 6 . �
<br /> . PECTRAC R�SPONSE COEFFICIENTS (Sos): 85,5% �� , : , . _
<br /> _
<br /> _ , _ O.C O : : , �-
<br /> � R 3X4 @ 16 O.C, BELOW TOP TtNO.FLOORS. STUD _ a=..
<br /> 5. SEISMIC DESIGN CATEG : -
<br /> ORY . D _ NQNBEA I � _ _ -+-,
<br /> R NG WALLS St1ALL BE CONSTRUCTED USING 2X4 24 Q.C;. _
<br /> 6. BASIC SEISMIC-FORCE-RE515TING SYSTEM: ShEARWALL _
<br /> @
<br /> ,
<br /> 5 UNLESS NOTED OTNERWISE, SEE NOTE I FOR tUMBER GRADES OF �
<br /> 7: SEISMIC RE5P0 . - ,
<br /> NSE COEFFICIENT (Cs). :OJ2 , .. .
<br /> E P
<br /> STUDS AND PLATES. ,
<br /> 8. R S ONSE MODIFICRTION FAGTOR R : . : _
<br /> _
<br /> ( ) 65
<br /> ;
<br /> 9. ANAL 5 P - :
<br /> Y IS ROCEDURE USED. EQUIVAL.ENT LATE ` _-
<br /> _. RAL FQRCE PRQCEDURE _
<br /> I 5. FRAMING ANCi10 S FO _ ;
<br /> - - R R JOISTS, PURLINS AND POSTS St1ALL BE `
<br /> , _ : ' , : _ ..
<br /> _
<br /> :
<br /> S MPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN `
<br /> - W I i
<br /> Ff�,AMING . LUMBER RT NG PRIOR TO INSTALLATION. FILL ALL FASTENER t10LE5 WITt1 _ :
<br /> FASTENER TYPES NAILS BOLTS ETG. _
<br /> ,. � , , ), 51ZES, AND QUANTITIES AS _ _
<br /> I . FRAMING LUMBER SNALL BE DOUGLAS Flf�/LARCi1 NO. I FQR POSTS,
<br /> SPECIFIED BY Ti1E MANUFACTURER. ` ' _ :
<br /> BEAMS, AND NEADERS; NEM-FIR N0.2 FOR 2X AND 3X JOISTS, AND
<br /> -
<br /> f''-
<br /> STUDS; AND 11EM-FIR N0.2 FOR ALL TOF AND BOTTOM PLATES (GRADES
<br /> I 6< ALL 11EADERS 5t1ALL BE 4X8 DF#2 UNCESS OTt1ERW15E NOTED ON _ - 6-
<br /> Tt1E DRAWINGS _
<br /> ;
<br /> �
<br /> ARE Tl'PICAL UNLESS OTt1ERWISE NUT�D ON PLANS).' LUMBER TCO BE - - -
<br /> , _ _ -
<br /> - , : �
<br /> GRADE MARKED PER WCLIB SPECIFICATIONS.
<br /> I 7. OSB OF EQU��L OR G E , '- : ;;
<br /> R ATER TFIICKNESS MAY BE SUBSTITUTED , : ;
<br /> , _
<br /> _ _ ,
<br /> FOR PLYN/OOD USED IN Si1EAR PANELS.
<br /> _
<br /> 2. �TRUCTU - _ , - � U
<br /> RAL SNEATIIING SNALL BE APA RAT�D PLl'WQQD, EXPOSURE ! .
<br /> _
<br /> , . , .
<br /> Sf1EATt11NG CONFORMI
<br /> , NG TO EITIIER COMMERCIAL STANDARDS DOC PS I
<br /> �
<br /> _
<br /> GENEfZAL -
<br /> , _
<br /> :
<br /> Q
<br /> OR PS 2: PROVIDE MINIMUM OF 3 8" ED E D
<br /> _ _
<br /> l . G ISTRNCE ON ALL NAILS AND A : _ m
<br /> - .
<br /> ,, _
<br /> I 8, EXPANSION JOINT B
<br /> _
<br /> / ETWEEN ACL PANEL EDGE
<br /> S. MINIMUM S1IEATIIING ;
<br /> :
<br /> ; ,
<br /> _ _
<br /> . �
<br /> , , . .ALL MATE A , , . _ � : ; ;-
<br /> ; -
<br /> RI LS AND WORKMANSt11P Si-1ALL CONFORM TO T E
<br /> . _. f1
<br /> REQUIREMENTS ARE AS FOLLOWS. �
<br /> - .
<br /> ; , - CONT CT D -
<br /> RA
<br /> ;'
<br /> , ,
<br /> , :
<br /> _ , RAWINGS: -: . . }=
<br /> - ,
<br /> - .
<br /> _
<br /> ; �� - , , `
<br /> _ , ` . _ , -:: '
<br /> ROOF SNEATNING TQ BE I 5 32 C D INT APA _ `
<br /> / f�ATEQ PLY'WQOD WITi1 , , _ .
<br /> _ .
<br /> ,
<br /> _ ,
<br /> 2. DU I T
<br /> R NG 11E CONST U T
<br /> _ : - R C ION PEI�IOD Tf1E CONT _CTO A ,
<br /> , F'.A R St1 LL BE
<br /> EXTERI COR , , �
<br /> , _ E ..
<br /> . R SP ' _
<br /> ;
<br /> ONSIBLE FOR TNE.SAFETY OF Tt1E BUILDING. TNE CONTRACTO ;.. `
<br /> R `
<br /> G JE P _ . _ . .
<br /> _ Ll .I. 24 I 6 USE 5 P F _ ,
<br /> / ( LY OR PANELIZED ROOFS . NAICING 15 d A
<br /> , ) 8 T6 .
<br /> _. _ .
<br /> _ , ShALL P O IDE , >, . :
<br /> R V ADE
<br /> , . uA ,
<br /> Q TE SHORING B I
<br /> , ,
<br /> RAC NG AND GUYS IN
<br /> INCt1ES ON CENTE AT P - , _
<br /> R ANEL EDGES AND I 2 INCNES ON CENTER AT
<br /> , , ACGO DA `
<br /> . , _ R NCE I
<br /> _ W TH AL ,,
<br /> L NATIONAL TA : , _
<br /> 5 TE AN Q LOCAL SAFE , _
<br /> INT�RMEDIATE P - , �
<br /> -fY
<br /> SU PORTS UNLESS NOTEQOTt1ERWISE:
<br /> .
<br /> , . , ORDINA
<br /> CES. A , ,
<br /> �� . - NY DE `
<br /> : : N VIATION MU T ; ;
<br /> ,5UB FL
<br /> S BE APPROVED PRIOR TQ ERECTIQN. `
<br /> OORING TQ BE 3 4 G C-D I T-A . _ , .
<br /> , / T� _ N PA RATED PLYWOOD.WITI1 , _ :
<br /> , ,
<br /> ; EXTERIO _ , _ :
<br /> R
<br /> , . , , .
<br /> , . : ' 3: ACL E E I
<br /> R CT Q PROCE ;
<br /> _ N DURES A - ' .
<br /> GLUE P:1: 48 24. GLUE A -
<br /> St1 LL CONFORM TO OSNA STANDARDS. `,, ;
<br /> / ND NAIL UVITt1 I Qd AT 5 INCt1E5 ON CENTER AT
<br /> � _ _ , , _ _ , ;
<br /> . A Y
<br /> _ N D ATI
<br /> EVI ON MUST BE _ _ : .
<br /> APP OVE
<br /> R D BY OSt1A F ; ;
<br /> : _ _ (�IOR TQ ERECTION. ,
<br /> : PA E :
<br /> N L _ ,
<br /> _
<br /> _
<br /> � - _
<br /> ED�ES A ,
<br /> ND I 2 INC1--1ES O CENTE AT
<br /> N R INTERMEDIATE SUPPO T . .
<br /> _ RS ,
<br /> , -�- ;
<br /> , _ _ : . h , .
<br /> .
<br /> 4. E CQNTRACTOR Sf1ALL BE SOLELY RESPQNSIBLE FOR ALL . _ ` , . `
<br /> . _
<br /> CO T UCTI `
<br /> NS R ON P O ' -,
<br /> 3. NAILING Sf1ALL C
<br /> R GEDURES INCLUDING LAGGING 5t10�ING" AND . '
<br /> ON�ORM TO TABLE 2304.9. I ;. , - _ .
<br /> _ OF TF�1E INTERNATIONAL _
<br /> ,
<br /> _ . PROTECT!(ON OF '
<br /> AD A .
<br /> J GENT PROPE TY :. ' _
<br /> ` _ R , STRUCTURES STREETS AND `
<br /> _ , .
<br /> BUILDING CODE UNLESS ,: _ . _ _
<br /> _ .
<br /> NOTED OTF1E
<br /> RWISE,
<br /> UTILITIES I
<br /> N AC :
<br /> - . , ORDA
<br /> C NCE WIT A :
<br /> :
<br /> ti LL NATI _
<br /> ONAL ST T
<br /> ,
<br /> A � AN D LQCAL SAFETY , . .
<br /> _ . _
<br /> ` ' ` ORDI A _ _
<br /> , N NCES. ; ,
<br /> . N T , , , ;.
<br /> ,
<br /> 4 Q S RUCTURAL MEMBER St1ALL BE CUT OR NGTCi1ED UNLESS -
<br /> , . , ,
<br /> ' SP�CIFICAL _ _
<br /> LY D TA
<br /> E ILED OR APPROVED 1 ;
<br /> N WRITING BY Tt1E STRUCTURAL : - `` `
<br /> , 5: T E
<br /> 11 CONT _. _ _
<br /> RACTOR SNAL _. ;
<br /> L.BE RESPONSIBCE F
<br /> _ , , OR COORDINATING Tt1E ,
<br /> ENGINEER: , _ . .
<br /> _ . , : W0 - :
<br /> R OF A - ,
<br /> K LL TRADES AND St1ALL CNECK ALC DIMEN51 N . '
<br /> O S ALL _
<br /> , , -
<br /> , ,DISC PA , _ ,
<br /> , RE I _ ;
<br /> NC �S St1ALL BE CALLED TO T11E ATTE `
<br /> _ . ,
<br /> 5. USE DOUBLE J NT{ON OF TNE ENGINEER , , `
<br /> 015TS UNDER WALLS QR PARTITIONS P-ARALLEL TO JOISTS '
<br /> >: ` _ ` D
<br /> rawn By. `CHRIS
<br /> , _ A D - , :_
<br /> N . BE RESOLVED BEFORE PRQCEED{NG WITh1 Tf-IE WORK.
<br /> UNLESS SPEC FIGA Y Checked B : CHRIS
<br /> I LL NOTED OTf1ERWISE. USE SQLID BLQCK{NG UNDER , _ . ; Y
<br /> , .
<br /> : : _
<br /> PARTITIONS I'E PE , , Date: 11 -21`-13 '
<br /> R NDICULAR TO JOISTS.
<br /> , 6.
<br /> .. Si10P DRAWINGS FO P , ,
<br /> R REFABRICATED TRUSSES AND MANUFACTURED
<br /> . - F . :
<br /> LOOR'JOISTS _
<br /> St1ALL B� 5UB ITTED TO TN ,
<br /> _ _ M E ENGINEER FOR REVIEW : _ " - _ SDA JQB N0.
<br /> , 6. M.AXIMUM MOI`'.>'TURE CONTENT:511ALL NOT EXCEED I 6% FOR ALL : . ' : __ _
<br /> _
<br /> PRIOR TO FAB
<br /> RICATION.
<br /> ST UCTU _
<br /> R RAL MEMBERS. _
<br /> , ' ,: ,
<br /> ,
<br /> ; ; _
<br /> ,
<br /> _
<br /> ,
<br /> _
<br /> � 16
<br /> _ : 7. DRAiNINGS
<br /> INDICATE GENERAL AND TYPICA
<br /> L DETAILS OF `
<br /> ,
<br /> _
<br /> _ GONSTRUCTION. Wt1E E STRUCTURAL
<br /> , . B , .
<br /> _ R CONDITI.ONS ARE NOT SPECIFICALLY INDICATED
<br /> _
<br /> UT ARE OF SIMILAR CNARACTER TO DET
<br /> _ AILS St1QWN, SIMILAR DETAILS `. NOTES
<br /> _ _ ` < OF CONST
<br /> RUGTION St1ALL BE USED SUBJECT TO REV(EW B T - ` `
<br /> _
<br /> , Y NE
<br /> _
<br /> .
<br /> : : - 1 � 0
<br /> ENGINEER:
<br />
|