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<br /> �UILDING��C�DE� � � �� � � �� �� � � � � � � � � � � �
<br /> � �� � _ �.�� � �� �� � � � � �� � ���C�� ���R� ���� � � � � �� � � � �� � � � � � � �
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<br /> �� 2012 INTERI�IATIONAt, BUILDING CODE ��� � � � � � � � � � �� � � � � � � � � �
<br /> -- :. A F _
<br /> �LOOR LOAD
<br /> l . �LL MATERIALS AND V1,�C7f�KMANSHIP SHALL CONFC�RM TC? _
<br /> ` TFfE CC�N"fRACT Df:�iWlNGS. _ , �, , �
<br /> DEAD LOAD : 12 psf
<br /> _ , .�
<br /> LI E LOAD: 40 sf
<br /> Y I
<br /> p �G N � ��
<br /> , 2. uURlt�lG THE CC�NSTRUCTIC�N PERIOD THE CON'TRACTQR C : ���..�3��=F�`
<br /> SHA�.L BE RESPONSIBLE FOR TNE SAFE'i"Y OF THE BUIL�WG.
<br /> _
<br /> ROOF LC�AD THE CONTRAC70R SI-1ALL PROVIDE ADEC�UATE SHORING, ,� : _'
<br /> AD: 15 sf � .
<br /> DEAD L�J, p �P,F,CIN� AND GUYS II�I ACCOR�ANCE WITH ALL NATIC�NAL,
<br /> FLAT ROOF SNQW LOADc 25 psf STATE ,�ND LUCAL SAFETY ORDINANCES. ANY DEVIATI(7N J
<br /> 0
<br /> SNOV1/ EXPOSURE FACTOR (Ce): 1.1 NIUST BE APPR�`JVED PRIC�R T�J ERECTION.
<br /> SNQW LOAD IMPORTANCE FACTOR (Is): 1 .0 _ 8 �
<br /> THERMAL FACTOR (Ct): 1,1 : 3. ALI, ERECTIUN PRC'JC�DIIRES SHALL CONFORM TO OSHA � . �
<br /> , _ � �
<br /> : STANbARD�. I�NY DEVIATI JN MUST 8E APPROVED BY C�SHA s �
<br /> E IG DATA P�ioR Tc� ��Ec7�or�. : � �
<br /> WiND D S N
<br /> ._._ � .....
<br /> 1. BASIC WIND SPEED. 110 MPH - � �
<br /> _ J'7! w � �i
<br /> 2. WIND IMPORTANCE FAGTOR (!w); 1 .0 4. TH� �(JNTF�ACTOR 5FiAl.l. BE SOLELY RESPONSIBLE FOR ALL c� � � :�
<br /> ,
<br /> BUILDING CATEGORY: II CC�NSTRUCTIC�N PRC.3CEDURES INCLUDING LAGGING, , � � c�? " �
<br /> 3. WIND EXPOSURE: 8 : , SNrJRING AND PROTECT'IOf�I �F ADJACENT PR�PERTY, � � ca � N .
<br /> 4. Kzt - 1 INTERNAL PRESSURE COEFFICIENT: NA STRUCTURES, STE�EETS AND UTIUTIES IN ACCORDANCE WITH � ' � � � -�
<br /> b. APPLICABLE WIND PRESSURE FOR �LL hl,�TIONAL, ST�TE APdD LCJCAL SAFETY ORDINANCES. '�. w c�, i
<br /> H � v � � �
<br /> COMPONENTS AND CLADDING: NA �- _ � o � � �
<br /> a. T t-1� C Q N�T R A C T�J R S M A L L �3 E R E S P O N,S I B L E F O R E � rv v r�
<br /> �
<br /> SESIMIC DESIGN DATA COORC�INATING TME W�RK C�F ALL TRADES A�ID SHALL � �o � c�
<br /> CHECK A�L DIME(°dSIONS. ALL DISCREPANCIES SHALL BE � f'' '�' "�
<br /> 1 : SEISMIC IMPORTANCE FACTOR: 1.0 . . ' �. . : . ; . . , � , �� a. �..•�. ��: • �.. �,
<br /> . . . .
<br /> � :., � .
<br /> ., • :. ,. . : . ., N . • . . .a . . . , . . . .:., •
<br /> CALLED T� THE ATTENTION OF THE ENGINEER AI�D BE . . .. : . :-a ...� . . ... ,; , �' .' .' •. . . •. '.. •..� ;'' ,': a :<� . .�.; � : ;, �
<br /> SEISMIC U5E GROUP: I , �
<br /> . .� � : .: : • .
<br /> . o RESOI.VED BEFORE PROCEEDING WITH THE WORK. . .. �:,:'.. ', : :°.. ;;4:; ,..... 4,: : . ,: .. � . , :;' '�: ' � ,.: .4�,.�' � � :
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss), 120.9/o G , .�', , `. . . � �'°��
<br /> , . . .. . .. , •.; . . • ,, � � .,r . . .� . . . ;..
<br /> 3. SITE CLASS: D A5SUMED . .'. . ' . . ' . . � . .
<br /> � / . . . . � .. . . . . . . � � . � . -� . . � � � � . . . � � . . . � . :. �.4• • � � . �. :. . ' •r , ��;� .�.' . ♦. ♦ a :. . . . . . . . . . . .
<br /> . . � 4. � � • � ''� ,• 'd' � .� 'a,• . . � �
<br /> , . . . .. . . . .
<br /> . 0 6. SNQP DRAWINGS FOR PREFABRICATED TRUSSES AND � ;. � � .� � . �a . � . � : �..� . �
<br /> 4. SPECTRAL RESPONSE COEFFICIENTS (SD5). 82.0%G � � . . ' : ,' ,, • . .... •. .4 .._,..` .. . � ca'
<br /> . . , . .
<br /> : • I •t i,:.. ::•.�•... .... , ... :4'•. . .. ... .• .•,' •, y� ..'� , �.. . � . .
<br /> ' . . �4. ... ..t ' � . . � � � . ..
<br /> ' MANUFACTURED FLOOR J01STS SHALL BE SUBMITTED TO TME '` � ', � � � � � . ' � 4' : �
<br /> 5. SEISMir DESIGN CATEGORY: D ' 4 .. . . , . . , .. , ..
<br /> 6.BAS1C SEISMIC-FORCE-RESISTIPdG SYSTEM: SHEARWAL:LS ENGINEER F�R REVIEW PRIUR TO FABRICATION.
<br /> 7. DESfGN �ASE SHEAR: SEE CALCUWTIUNS
<br /> 0 DOUBLE TOP PLATE W/ EDGE NAILIMG (STAGGER) G HOLDOWN PER SCHEDULE AND PL.AN
<br /> 7. DRAWItyGS INDICATE GENERAL AND TYPICAL DETAILS OF O
<br /> : $. SEISMIC RESPONSE CQEFFICIENT (Cs): .0$8 _ : _
<br /> 9. RESPON�E MODI�IGATION FACTOR (R): 6.5
<br /> CO�JSTRUCTION. WHERE CONDITION5 ARE NOT � (HDQ8-SDS3 St-I�W�1)
<br /> . SPECIFICALLY INDICATED BUT�RE OF SIMILAR CHARACTER TO B SHEARWALL EDGE NAtLING AT ALL PANEL EpGES.
<br /> 10. ANALYSi� PROCEDURE USED. EQUIVALENT LATERAL FORCE PROCEDURE . C� H� CQORDINATE ALL STUD AND PLATE SIZES ,
<br /> UETAILS SHOW�1, SIMILAR DE('AILS OF CONSTRUCTION SHALL BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE.
<br /> `w/5t-1EARWALL SCNEDULE f�ECC�UIREMENTS
<br /> FR.AMINC� LUMSEf�
<br /> BE U5ED SUBJECT TO REVIEW BY THE ENGINEER.
<br /> � EDGE NAILING TO HOLDC)WN POST (FULL HEIGHT) ' �
<br /> ? . FRAMING LUMBER SHALL BE HEM-FIR NO. 2. GRADES ARE TYPICAL UNLESS UTHE��ZWI�E -
<br /> �. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL STAGGER INTO DOUBLE STUDS J EDGE NAILING TCJ PC�STS, TRllvl S�TUDS,
<br /> NQTEL� ON PLA�lS. LUMBER T4 B� GRADE MARKED PER WCLIB SPECIFICATIONS. p��UR iN ADDIT'IQN TO ANY OTHER SPEC(FIC DE7AIL CALLED �D STUDS @ 16" ON CERITER O AND KING STUDS � � �
<br /> ___;__.. _. -.__ � �
<br /> 2. STRUCTURP,L SHEATHING SHALL BE APA RATED f'LYWOOD OR OSB, EXPQSURE 1 ;:iHEATHIN�''..� pUr' � PRESSURE 7REATED SILL PLA7E WITH EDGE NAILING Q BEARING STUD FUR HE/��ER �
<br /> CQPdFQRMING TO EITHER COMMERCIAL STANDARDS P51-83, APA PRP-108, GR VOC:.UNTARY AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. ,�
<br /> PRC7DUCT SYANDARD PSE-92, PROVIDE A MINlMUM OF %" EDGE DISTANCE QN AI.IL NA�ILS,AN� g" ���RDINATE WITM MECHANICAL, PLUMBING, AND , �
<br /> ELECTR{�AL DRAWINGS FOR SIZE AND L�CATION OF ALL Q RIMJ�IST T�'J BE 1�" M{P� T�11CI�t�lE�S �AT � �
<br /> Ys". �XPANSI�JN JOINT �ETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREP�IE�ITS ARE �TOP PLATE SPLICE NAILING TO BE (8) 15d SINKERS (Mit�j. ALL SF-I�ARWALLS : �
<br /> OPENINGS REQUIRED FUR DUCTS, PIPES, PIPE SLEEVES, LAP 4B" MINIMUM. CENTER SPLICE ON STUD. � �
<br /> AS FOl.1.UVVS: ' �
<br /> ' ELECTRIeAL CONDUITS, APdD OTHER ITEMS TO �E EMBE�DED �
<br /> RO�F SHEATHING TO BE15/z" INT-APA RATED PLYWOOD tOR �16' OSB WITt�i �EXTERIOR �..
<br /> C�LUE, P.i: 24/0. NAIL WITH 1 Od NAILS AT 6° ON CENTER AT PANEL EDGES �4ND l 2"
<br /> IN CQP��RETE OR OTh�IERYVIS� IIJCORPC`JRATED IN STRUGTURAL
<br /> YYO RK. q � �'
<br /> 4N �ENTERAT INTERAAEDIATE IVIEMBERS. �T�. �I°�����/��L ELEV�TI�� �� R�� �
<br /> :
<br /> 1�. PR�V(DE OPENII�1�5 ANC� SUPPORTS, AS f�EQUIR�D PER � �CALE: %"=1'-0°
<br /> ,. , :
<br /> �.
<br /> : SUB FLOORING TO SE %a" TONGUE At`�ID GROOVE C-D It�lT-APA R�TED PLY�I1�'OOD OF�
<br /> L E R 4 4. GLUE A D NAIL WITH 10d NAILS AT ca" ON �TA��IDAR� �ETAILS FC3R ME��t'ERS, MECHANICAL EQUIPMENT, .
<br /> OSB WITH EXTERIOR G U , .I. �/2 N , ,
<br /> V�hlTS, DUCTS,PIPIPIG, ETC. ALL SUSPENDED MECHANiCAL
<br /> 1�-
<br /> �ENTE�AT PANEL EDGES AND 12" CON CENTER AT INTERMEDIATE MEMBERS. :
<br /> EC�UIPMENT Sh�lAL.L �E SWAY C�R LATERALLY BfZACED. _ ,
<br /> �
<br /> : �
<br /> 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL 6UILDIt�It i CUDE - ` '
<br /> l i. ALI� INFCORMATION SMC�WN ON THE DRAWINGS RELATIVE
<br /> ` UNLESS NOTED QTHERVI/ISE. USE COMMON NAILS THROUGH4UT UNL�S� NOTEG ` �
<br /> , T(� EXISTING CO�IDITI�I�i I� GIVEN �S THE BEST PRESENT
<br /> OTt-1ERWISE. _
<br /> . KN(�YVLEDGE BUT WITM�UT CUARANTEE OF ACCURACY.
<br /> - . WHER� 1�CTUAL CONDITIUNS CONFLICT WITH THE ; '
<br /> 4; NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY;DL.TAILED OR ,
<br /> DRA�iVih1GS, THEY SHALL BE REPORTED 70 THE ENGINE�R SO TRUSS PER PLAI�i r ���.��,�� -
<br /> APPROVED IN WRITING BYTHE STRUCTURAL ENGINEER. . �����',����'f,,.��:��4
<br /> : TH�1T Tt-1E PROPER REVI510NS MAY BE MADE: M4DIFICATION M ,�.::�.:
<br /> _ 8d @ 6 O/C INTO BLOCKIt�IG : - � V-.:°: ��_:z � .:..; a u4.;t_
<br /> TO C��fAILS OF CONSTRUCTIUN SHALL NOT BE NIADE f,�` ','� ��,-':� �;�,��,,f� �,
<br /> 5: PROViDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS ANI:) LAG ��t,, t��� ,�:. ��,� j �rt;
<br /> Wf(�h1C�U7 PF�IOR WRITf'EN APPROVAL OF THE ENGINEER. q �, ,r'�.�•t� �4,�-;,�1�� ,:A�c�� ��:: �
<br /> SCREWS BEARING ON WOOD. _ : � H l CLIP @ E CH TRUSS w.°< �
<br /> _ n _� ``;'' `� ,,�x�,y j° -, � �f
<br /> . (24 O/C MAX) . ��;; . � � �� �';��n���;� '�� � .��
<br /> r r S �� t .�.._� :„,.'�'� ��
<br /> g f,,p ,,.f_„ -�,��E;�����' ,..��po,.�
<br /> ' 12. ARCHITECTURAL AND ME�NANICAL PLANS ARE , �
<br /> b. PROUIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR OLTS. � ., � y �. V' ��_
<br /> , `C4NSlDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS r'`.� �,,r�r�_� �-�`� ,f; �,
<br /> . � , ,;:; ..m,��� sr�.�,�'.
<br /> „ , ' AI°dD /�RE TO BE USED TO DEFiNE DETAIL CONFIGURATIUNS � ,;��,��,�,�'��,�
<br /> 7. SC7LT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS �6 UNLESS NUTED C➢THERWI5E. - ,,, � ,�¢5•
<br /> IN�LUDIt�G; E3UT NOT LIMITED TO RELATIVE LOCATIO�1 OF
<br /> 11�G BOI.T PILOT HOLES SHALL BE PRE-DRILLED TO b0% OF THE NOMINAL DIAMETE�',. OF THE . VENTIL�ATIO{N MAY BE RE(�'D _ � � 5�" ,�;.v,,...a._...�...�_�,
<br /> ` MEMB�RS, ELEVATIUNS, DiMENSIONS AND LUCATIONS OF ALL AT BLOCKih) . VERIFY ' :: . ������ �� � �`���� .�.�..:�
<br /> LP.G 64LT UNLESS NOTED OTHERWISE. �
<br /> C�PEt�iNGS, ETG WALL PER PLAN - NAIL �. . ��.� �,.�.,__..
<br /> SHEATHING 1NT0 EA METHOD W/ ENGI�IEER.PRICJR Y < �.f�.t.c)��d�,�'
<br /> 8. ALL SILL PLATES SHALL �E BOLTED TO THE FOUNDATION WITH �$" MlPJINIUM DI��'�METER MEMBER OF TOP PLATE TO CONS7'RUCTION. BIRD
<br /> BOLTS SPACED AT A MAXIMUM 4F 48" ON CENTER: BOLTS MUST BE EMBEDDED A I,�INIMUM °
<br /> BLOCKIPIG I i ACCEPTA�LE. �rcawn By: FF
<br /> : Chec!«d Ry: CC�
<br /> OF 7" INTC� CONCRETE OR I�SONRY. SEE PLANS AND DETAILS FO� SPECI�IC RE�Q�,JIREMENT� Dat�: (?7-31`-15
<br /> WMERE APPLICABLE. " 2 ���F S H �f�1R�f�,LL ��1 'V�. SDA;1Q�
<br /> �IC�.
<br /> 9. RINI JOIST IS TO BE 1�4" LSL MINIMUM. ��.��
<br /> 10. PROVIDE DUU�LE J015T UN�ER ALL PARALLEL PARTITIO�1 WALLS AND SOLID BL�:�CKING :
<br /> �T�f�l1�T1.1�1,.
<br /> UPlDER PERPENDICULAR PARTITION WALLS.
<br /> �����
<br /> 11 . CC7NTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO TME�E DET�ILS. �, � a �
<br /> : , �_,_Y_..,.__.�:�,,.,.
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