|
: ��
<br /> , ,
<br /> �UILDING COpE: ,> ,; ,, _
<br /> _.
<br /> 7: PROVIDE 3 x3 x0:229 WASHERS AT ALL ANCHOR BOLTS. 8. ALL DETAILS DESIGNATED A5 STANDARD OR �i-YPICAL Sf1ALL >
<br /> 2Q09 INTERNATIONAL 6UILDJNG CODE ,
<br /> OCCUR IN ADDITION TO ANY OTI-1ER SPECIFIG DETAIL CALLED QUT: `
<br /> 8. BOLT f�1ULE5 Sr1ALL BE NOMINAL DIAMETER OF BOLT PLUS I L I 6" � ` �
<br /> . , . _ F . , �si �
<br /> �LOOI� LOACD, UNL�SS OTHERWISE NOTED: LAG BOLT PILOT 110LE5 SHALL BL J. COORDINATE WITi1 MEGrIANICAL; PLUM�ING, AND ELECTRIGAL � . � -:
<br /> :�,., G 1 (� �
<br /> DEAD LOAD: I 2 sf PRE-DRILLED T0 60% OF Tr1E NOMINAL DIAMETER OF Tr1E LAG BOLT Df�.AWINGS FOFZ 51ZE AND LOGATION OF ALL O�EI�IINGs EZEQUII�ED ����,: N � «''
<br /> p _ ���� .�
<br /> LIVE LOAD: �O sf UNLESS C)�1�hERWISE NQTED: ` f�OR DUCTS, PIPES, PIPE SLEEVES, `E,LEGTRICAL GONDUITS; AND '� �'�-
<br /> p _. . _ _
<br /> OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE
<br /> ROO LOAD: 9. ALL Sll_l: PLATES SHALL BE BOLTED TO THE FOUNDATI�N WITH 5/8°` INGORPORATED IN STRUCTUfZAL WORK.
<br /> , � _ _, , _ . (1)
<br /> DCAD LOAD: I 5 sf MINIMUM DIAMETER BOLTS SPAGED AT 48'.' O,C: MAXIMUM SPACIN�
<br /> , _ , 1? _ . : _ ,:, - . _ 4�
<br /> ' • ' EMBED 7" MINIMUM I.NTO CONGRETE OR MA50NRY : SEE.PLANS :AND I 0. PROVIDE OPENlNGS AND SUPPORTS AS REQUIRED PER -� ° .
<br /> FLAT ROOF SNOW LOAD.. 25 psf � _ . : ) :
<br /> _ . .
<br /> _ , , : ��
<br /> ` E - ; DETAILS FOK SPECIFIG REQUIREM�NTS WI 1ERE OCCUR. STANDARD DETAfLS FOR`HEATERS, MECr1ANICAL EQUIPM�NT, �
<br /> SNOW XPOSURE FACTOR (Ge) I .O _ _ _ _ , . _ o
<br /> ` : . _ VENTS DUCTS PIPING ETC. ALL 5U5PENDED MECf1ANICAL . � c�i
<br /> 5NOW LOAD IMPORTANGE FACTOR (Is): I .O , , , , _
<br /> , . _ U , ,s-�
<br /> I O. ALL FRAMIN6IUMBERJN GONTACT WIT1-1 MA50NRY OR CONGRETE EQUIPMENT SHALL BE SWAY OR LATERALLY BRAGED.
<br /> Tf1�RMAL FACTOR (Ct): 1 :� _ , c�
<br /> 51-1ALL 6E PRESS E TREATED. EE NOTE I FO INIMUM G E � '
<br /> UR (5 R M (�AD_ � �n
<br /> d� N
<br /> . INFORMATION) � I I . ALL INFORMATION SHOWN, ON THE DRAWINGS RELATIVE TO W �-
<br /> WIND DESIGN DATA: : cn > �
<br /> . - - EXISTING GONDITIOfJS IS GIVEN A5 TrIE BEST PRESENT KNOWL�DGE aC � . .
<br /> I . BASIC WIND SPEED: 85 MPH - , ,; , , r�
<br /> � ,x �
<br /> ' . ` I I . FIELD-GUT ENDS, NOTCi-1ES; AND DRILLED I-10LE5 QF PRESSURE BUT WIT110UT GUARANTEE OF ACCURACY: Wr1ERE ACTUAL �
<br /> 2: WIND JMPORTANCE FACTOR Iw . I .O -
<br /> � Q o
<br /> , ( )
<br /> - , _ _ .
<br /> PRESERVATIVELY TREATED WOOD SNALL 6� RETREATED 1N T11E FIELD IN COI�IDITIONS CONFLICT WITH T11E DRAWINGS THEY SHALL BE �'-� `� �-�-- �
<br /> BUILDING CATEGORY: 'll _ , � _ � co �
<br /> ` ACCORDANCE WI�TFI AWPA M4. IRC 320.3: I REPOIRrED TO T11E ENGINEER SO TNAT Tf-1E PROPER REVI�IUNS MAY � -� N v
<br /> 3. WIND EXPOSURE: 8 , , _ � w co -o
<br /> ^ ` BE MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SNALL • = W � �
<br /> 4; Kzt- l .,0
<br /> . . , � .
<br /> 1 2. 2X4 RAFTERS EXCEPT WNERE SPEGIFICALLY DETAILED SHALL NOT NOT BE MADE WITf 10UT PRIOfZ WRITTEN APPROVAL OF TH� ' � Y <t r� �
<br /> 5: INTERNAL PRESSURE GOEFFICIENT: NA _ _,�
<br /> , _ . . _ U � Q-,
<br /> , _ . _ 1 PE D C L: DR
<br /> 6. APPLICA6LE WIND PRE55URE FOR
<br /> SUPPOR 5U5 N ED EI ,JNGS, SPRINKLERS, OP SOFFITS; Of� ANY ENGINEER. � o N �?
<br /> ; __ E V1E : � � +; Co '�
<br /> GOMPONENTS AND CLADDING: NA OTt1ER LEI NTS.
<br /> „ , - cy v �i` �
<br /> : I z: ARCi11TECrURAL AND MECHANICAL PLANS ARE C01�151DERED A �
<br /> ,_ ^ o � r�
<br /> I 3.' WIR.E S fAf LES MAY BE SUBSTITUTED FOR DIAPIIRAGM AND _ v �
<br /> _ PART OF TNE STRUGTURAL DESIGN DRAWINGS AI�Jf� ARE TO BE USED �o � ,
<br /> SE5IMIG D�SIGN DATA: _ _ � N
<br /> _ SHEARW�LL NAILING W11EN APPROVED BY TI IE STRUCTURA�: ENGII�IEER. TO DEFINE DETAIL COI�lFIGURATIONS INCLUDING• BUT NOT LIMITED �-'� `��
<br /> I : 5E15MIC IMPORTANCE FACTOR: I .O _ , �- ��
<br /> TO RELATIVE LOGATION OF MEMBERS, ELEVATIONS, 'DIMEN510NS � �
<br /> SEISMIG U5E GRQUP: I �� .. , -
<br /> I 4. EXTERIOR STUD WALLS SNALL BE 2XG @ 1 6 O.C. . UNLESS NOTED A b A A O G - +-J • •
<br /> , - � . N LOC TIONS OF LL P NINGS, ETG W
<br /> 2. SPEGTRAL RESPONSE AGCELERATIQN (55). I 2 I .8�o OTr1ERWI�E: INTERIOR STUD BEARING WALLS SHALL 6� CONSTRUCTED - U
<br /> . _ z
<br /> 3 ITE CLASS: D A55UMED ' : < < � _ - ,, : o
<br /> • 5 � ) USING 2X4 @ I 6 O.C. AT UPPER TWO �LOORS AI�1D EITIIER' 2X6'@ 1 6 �
<br /> _ _ , _ . _ . �
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS (5�s): 82.0% ` �� . : �
<br /> , _
<br /> O:C. OR 3X4 @; 1 6 C�.C. BELOW TOP TWO FLOORS: STUD
<br /> - _ a.
<br /> 5: SEISMIG DESIGN CATEGORY. D ` ` �� -a-'
<br /> , . , _ _ . , NONB�ARING WALLS Sf1ALL BE GONSTRUCTED USING 2X� @ 24 O,C., - .
<br /> C , - ,< . ,
<br /> �
<br /> 6', BA51 SEISMIGFORCE=RE515YlNG SYSTEM: SNEARWALLS -
<br /> _ , UNLESS NOTED OTi1�RWISE, S�E NOTE I FOR LUM6ER GRADES OF
<br /> 7: SEISMIC RESPONSE COEFFIGIENT (Cs):, .088 ; ; ; _
<br /> . STUDS AND PLATES.
<br /> 8. RESPONSE MODIFICATION FACTOR (R): 6.5 ' TF�USS PER PLAN
<br /> . . , , :: , _
<br /> _ 9. ANALY5IS PROCEDUR� USED. EQUIVALENT LATERAL FORCE PROCEDURE I 5: FRAMING ANCrIQRS FOR JOISTS PURLINS AND POSTS SHALL BE " `
<br /> : �. _ 8d � 6 0/C INTO BLOCKING
<br /> SIMP50N; OR APPROVED EQUAL: APPROVAL MUST BE OBTAINED IN
<br /> H1 CLIP C� EACH
<br /> , WRITING PRIOR ��O INSTALLATION. FILL ALL FASTENER rIOLES WITl1 �
<br /> �RAMINC� LUMBEf�
<br /> FASTENEP: TYPES NAILS, BOLTS, ETC. ; SIZES, AND QUANTITIES A5 TRUSS 24 0 C�
<br /> _ ( ) C / X
<br /> SPECIFIED 6Y ThE M�NUFAGTURER: MA ;
<br /> I . FRAMING LUMBER 511ALL BE DOUGLAS FIRILARCl1 NO. I FOR P05TS, : : • . W
<br /> BEAM�, AND 11EADERS; HEM-FIR N0.2 FOR 2X AND 3X JOISTS, AND � � �
<br /> I 6. ALL I 1FAUERS SHALL BE 4Xt3 DF#2 UNI_E55 C> i t1ERWISE I JOTEG ON --�/ � �
<br /> S T U D S; A N D N E M-F I R N 0.2 F O R A L L T O P A N D B O T T O M P L A T E S (G R A D E S T H E f�f�A W I N G S V E N T I L A T I O N M A Y B E Q. � N �
<br /> Af�,E TYPICAL UNLE55 OTHERWISE NOTED ON PLANS). LUMBER TO BE � REQ'D AT BLOCKII�IG. �
<br /> WALL PER PLAN -- I
<br /> GRAD�= MARKED PER WGLIB SPECIFICATIONS. I 7. OSB OF �QUAL OR GREATER Ti11CKNE55 MAY aE SUBSTITUTED VERIFY METHOD W� � �
<br /> - NAIL SHEATHING � �
<br /> FOf', PLYWOOD USED IN SHEAR PANELS. ,__ ENGINEER PRIOR TO Z .�r
<br /> 2. 5Tf',UGTURAL SNEATI111�IG SHALL BE APA RATED PLYWOOD, EXPOSURE I INTO EA MEMBER OF i � �A:..
<br /> CONSTRUCTION. BIRD
<br /> SHEA�I°I11rIG CONFORMING TO EITI�IER COMMERCIAL STANDARDS DOC PS I TOP PLATE, (�f Q �
<br /> GEN�f�AL BLOCKING IS
<br /> OR P� 2. PROVIDE MINIMUM OF 3/8" EDGE D15TANCE ON ALL NAILS AND A � (� � ���
<br /> ACCEPTABLE.
<br /> I /8" EXPAN510N JOINT BETWEEN ALL PANEL EDGES. MINIMUM Sf1EATHING - f`� W
<br /> I . AI_L_ MATERIALS AND WORKMANSHIP SHALL CONFORM TO Tr1E nnC \n� n CC .� �
<br /> REQUIf�EM�NTS ARE AS FOLLOWS: COP�ITRACT DP�AWINGS. ,, �.�1�.1L �����Lt�1
<br /> _ � � � ��
<br /> ROOF SHEATNING TO BE I 5/32" C-D INT-APA RATED PLYWOOD WIT11 _ - C O N N .
<br /> � � W
<br /> 2. UURING TI IE CONSTRUCTION PERIOD Tr1E CONTRAGTOR 5r1ALL BE : �
<br /> EXTERIOR
<br /> , RESPONSIBLE FOR TNE SAFETY OF TI-1E BUILDI��G. Tf-1E CONTRACTOR
<br /> GLUE; P.I. 24/ I 6 (U5E 5-PLY FOR PANELIZED ROOFS). NAILING IS 8d - (�
<br /> AT 6 INCHES
<br /> SHALL PROVIDE ADEQUATE SHQRING, BRACING AND GUYS IN ,
<br /> ; ACCORDANGE WIT11 A,LL NATIONAL, STATE AND LOGAL SAFETY -
<br /> OI�J CENTER AT PANEL EDGES AND I 2 INCHES ON CENTER AT ' ` `
<br /> _ ORDINANGES. ANY DEVIATION MUST BE APPROVED PRIOR,TO ERECTION: DOUBLE STUD
<br /> I NTERM EDIATE ,
<br /> _ OR PER PLAN
<br /> SUPPQRTS UNLE55 IJOTEDOTHERWISE. ; . _ _
<br /> 3 . ALL ERECTION PROCEDURES SHALL CONFORM TO 05HA STANDARDS:
<br /> . . � STRAP PER PLAN -
<br /> ANY DEVIATION MUST: BE APPR.OVED BY OSI�IA PRIOR TO ERECTIQN.
<br /> SUB FLQORING TO BE 3/4" T�G G-D INT-APA RATED PLYWQOD WITH o, CENTER BETWEEN :: .
<br /> EXTERIOR' : FLOOR ; � .
<br /> S. '
<br /> 4. TI 1E CONTRACTOR 511ALL BE 50LELY RESPONSIBLE FOR ALL `
<br /> GLUE, P.I: �F8/24. GLUE AND NAIL WITH I Od AT 6 INGNES QN CENTER - °. ` Y` -� � . "
<br /> `� �� .�, -
<br /> CONSTRUGTION PROGEDURES INCLUDING LAGGING, SNORING AND ` � �� `
<br /> AT PANEL . _ :: . ' ; .
<br /> - PRO"(EGTION OF ADJACENT PROPERTY STRUCTURES STREETS AND ` °� _ " '�--�-
<br /> , ,,�.:�.
<br /> . _
<br /> _ . , _ �-�,�--�-�K.;�_
<br /> CDGES AND I 2 INCr1E5 OIJ CENTERAT INTERMEDIATE SUPPORTS. , _ _ .° : , : � ;, : ��� ` � � ;
<br />� UTILI rIES IN `ACCORDANGE WITI I ALL NATJONAL, STATE AND LQCAL SAFETY CLEAR SPAN � f '. � �:_ ,
<br /> _ . � :I , } s. ��._�
<br /> , �.,
<br /> _ _ ORDINANCES. NO NAILS . `` '_, z. , , ;- ' ,. ;'
<br /> 3. NAILING 511ALL CONFORM TO TABLE 230�.9. I OF Tr1E IN �ERNATIONAL =
<br /> F�EQUIRED ' ' �
<br /> • � , , ._ .,_..
<br /> BUILDING COD� UNLE55 NOTED OTf1ERW15E: • _ < � �r;,
<br /> : 5. Tr1E CONTRACTOf�. SNALL BE RESPONSIBLE FOR COORDINATING Tf-1E
<br /> �
<br /> ������ �����
<br /> : , °
<br /> : . ;
<br /> - WORK Of� ALL TRADES AND SNALL C1-1ECK ALL DIMEN510NS. ALL
<br /> ' 4. NO STRUC�rURAL MEMBER 5r1ALL BE CUT OR NOTGHED UNLE55 . o�
<br /> - DISCREPANCIES SNALL BE CALLED TO Tf1E A�iTENTION OF TrIE ENGIIJEER � Drawn By: CHRIS
<br /> SPEGIFICALLY DETAILED OR APPROVED IN WRITING BYTNE STRUCTURAL � FLOOR FRAMING
<br /> E�IGINEER.
<br /> AND BE RESOLVED 3EFORE PROCEEDING WITf1 T11E WORK. � Checked By: CHRIS
<br /> PER PLAN Date: 11 -09�:-� 3
<br /> 6. 51-10P DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED
<br /> 5. US� DQUBLE J015TS UNDER WALLS OR PARTITIONS PARALLEL r0 JOISTS DOUBLE STUD
<br /> FLOOR JC�ISTS SHALL 3E SUBMITT�D TO Tr�E ENGINEER FOR REVIEW SDA JOB N0:
<br /> UIJLESS SPECIFIGALLY NOTED OTNERWISE. U5E SOLID BLOCKING UNDER OR PER PLAN
<br /> PRIOR TO FABRICATION: r
<br /> PARTITIONS PERPENDICULAR TO J015T5. --- � � � V �
<br /> 7. DRAWIJ�IGS If�1DJCATE GENERAL Af�1D TYPICAL DETAILS OF _ .
<br /> 6: MAXIMUM MQISTURE CONTENT Sf1ALL (�IOT EXGEED J 6% FOfR ALL -- _ _- - - STRUCTURAL
<br /> � CONSTRUCT ION: Wf 1CRE CQNDITIONS ARE NOT SPEGIFIGALLY INUICATED C c
<br /> �TRUCTURAL MEMBERS. ' I �O O� TO I L O O R S TR A P :
<br /> BUT ARE O� SIMILAR C1IARACTERTO DETAILS 51-10WN, SIMILAR DETAILS 2 N OTES
<br /> OF CONSTf�UCTION SHALL BE USED SUBJECT TO REVIEW BY T11E � _ � ` O
<br /> EI�IGIPJEER:.
<br />
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