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<br /> Permrt#: 81712-0Q5 - - _ ;�,
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<br /> .� . f Site Address: 3317 RUCKER AVE C&Q �
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<br /> I Owner. 33ll RUCKER AVE LLC
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<br /> Tenant. enNam .
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<br /> , i � APP-Date. ,,,12/4/2017 ; 1 :.
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<br /> ,, : ;- . �I� � Proposed Use. NEW MULTI FAMILY , •
<br /> ' -� - GO�ERNING CODE: WASHINGTON STATE BUILDING CODE BASED ON THE 201 IB � � Qes��� - ~ � - � � '"
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<br /> `� � WOOD F�MING �ption. NEW DUPLEX WITH GAHACiES FpR 4 UN1T5 , ; � �`�`';
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<br /> ., .. , . . f BELOW > ;
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<br /> 1 . Lumber shall be in accordance with : �;National Design Specification of the National Forest Products Association. �Jnless other : . ~ ' ,� ��1 w ., . � �
<br /> ;, . ,.. � .� � DESIGN LOADS . . � /�
<br /> ' Reviewed 8 . / n��"Y' `'l �e� ' , :
<br /> - - : o noted, all covered lumber shall be klln dr�ed of the following species and grade: � i
<br /> Y� . Qate: � �
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<br /> Office Set Job Site Set Fire[Planning Set '
<br /> � . b .• . . . . . . .. . . . . . . � � . , � . . � . . � � . . � . . �� , ,
<br /> �� � . �... � • ..� . . � . . . . . _ . . . . . . . � .. � . . . . . . .• . . . . . . . . . . . . . . .iY . _ , . : :; �- . �.. � �; 'i
<br /> . ,- TYpical Doug-Fir No. 2
<br /> . .. - WIND DESIGN. SNOW LOAD. . '
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<br />_ 4'' wide & larger beams & posts - I).Fir No: l �
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<br /> � . . Ultimate Deslgn Wind Speed 110 MPH Deslgn Roof Snow Load = 25 PSF ='--_-y ,
<br /> . -Jeurv-vvvv���r
<br /> - Exposed to weather or earth or concrete - Hem Fir No. 2 treated � �
<br /> . , . _ , .,, _ , WA. 9�284 ' '
<br /> Ex osure B Ground Snow Load 15 PSF • • � � � •
<br /> � � � -� � p The contractor is ex ected to re ect all oor uali lumber not suitable for its intended u ose re ardless of ade. � '
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<br /> . .. . , �- Buildin Cate o II Flat Roof Snow Load Pf= 10.5 PSF , - ; �
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<br /> 2A. All Glulam Beams (GLB) are 24F V4 DF u.n.o. �
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<br /> , , ; - MWFRS Mzn Loads. C&C Loads. Snow Exposure Factor Ce = 1 .0, • �, � I � c: 3�o.�s2.o928 � . .; :.
<br /> � � , 2B. ALL LVL shall be Truss Jolst 2.OE Microlam or a roved e uivalent. I
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<br /> � > 1 f Int ri r 24 sf Snow Load Im ortance Factor 1 .0 � "
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<br /> Walls. 6 ps e o . p p ,
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<br /> � �. � � 3. Exterior Wall Sheathin Shear walls shall be nailed accordin to the included shear wall schedule. `Walls not lndicated shall min `
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<br /> i � � ; i R f sf End Zone. 30 sf Thermal Factor -1 .0. . , �
<br /> ; � I oo . 8 p p �� • �� �� . . ,
<br /> � , � , ! 15/32 1 ood or OSB with 1 8d common nail 6 o.c. ed es and 12 o.c. in the field. Blockin re uired at all anel ed es. Use 1 ', �`
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<br /> , : 16d sinker 6 o.c. bottom late throu h subfloor to r�m oist u.n.o. Ed e/ er�meter nailin refers to ed e nallin on the erimeter of cuEN� .
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<br /> ; � , i . • DEFLECTIONS: . � . . . , F
<br /> � � SEISMIC DESIGN. � ,
<br /> � ; � � th� 1 ood O.S.B. sheet. Panels shall either be blocked or or�ented verticall ln order that all ed es ar� su orted and nalled.
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<br /> _ . p YW � Y g - pP �JR INVE.STMENTS ,
<br /> , fi , , r = II I 1 Roof Total Load Deflection Llmlt. L/180 . . i � . . . . . ;
<br /> ; a , Selsmic Use G oup , e .0 �� �� �
<br /> , � ; . . . . . 6. Floor Sheathin shall be min. 3/4 ton ue & oove 1 ood or OSB lued to oists 16 o.c. ariC� 11a11eC� Wlt�l 1 gC� COri11110ri ria11 446 VANDERLIN DR �
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<br /> ; � ; � � 1 r ti n Param t r • 1 Roof Llve load Deflection Limit: L/240 . I . ; _ i
<br /> Spectral ResponseAcce e a o e e Ss. .33 „ �
<br /> ' 6 o.c. maximum all su orted ed es 12" o.c. in field and unblocked u.n.o. caiv►,allo is�No, w�
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<br /> , � � , S ectral Res onse Acceleration Parameter S 1: 0.51 Floor Total Load Deflection Limit. L/ 0
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<br /> , _ , 7. Solid block between olsts over all bearin walls or beams.
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<br /> ffi i nt hort Pe od S S 0 F1 r Liv loa Defl ti n L m t. /360
<br /> , � � , , , , S ectral Res onse Coe c e S .89 0o e d ec o �� ►� � �
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<br /> , , . ; 8. Install lateral bracin /blockin or stron backs at mld s an of all olsts s ans over 12 and 1/3 oints of all s ans over 15 that do not
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<br /> : � ; r l R , n : oefficient 1-Second Period SD 1= 0.51 . . � � s�rE a��OR�ss: , , ��.
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<br /> i ; have . sheathin such as ln the crawls ace. : .
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<br /> � l - D DESIGN LIVE LOADS. .; :.-
<br /> � Selsmic Design Category D, Site C ass . . ; �.
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<br /> 9. Double floor�oist under parallel walls, typicaL 3.�1�Rv�rcER avE
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<br /> , _ R 6.5 Bearin Walls Wood Shear Walls Roof 20 PSF � I • „ �
<br /> .. , . ���,,:� _ g C � , EVEfiETT, WA _ , , . , ,,.
<br /> . , ; All multl le 2x members shall be stltched together using l Od nails @ 8 o.c. each la er, or e ual, u.n.o. ,
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<br /> „ , Floor 40 PSF . � 9s�o� ,
<br /> ; ; ,, SZ =;3 S stem Over Stren th Factor . . . .
<br /> r � y g � 10. Mulit le 2x members shall not be used as a flush beam with han ers unless the en ineer ls consulted for the connection.
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<br /> � (.' , E ulvalent Lateral Force Procedure Deck 60 PSF . • i � �
<br /> . , ::-. � .:.- , i � q f n ati� n k SNONOI�I�SH CDUNTY I �,
<br /> _ _ � . ,; ,,.. ., . . . 11 . Solld black all point loads to the ou d o . ; �
<br /> , r = 4 KIP . . � � . . . .
<br /> i � Design Seismlc Base Shea 9. S
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<br /> I,�: � 12. Align all upper wall straps with straps / hold downs below unless load path detalling is pro�ided. � �
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<br /> � 1 in r � 1 hin th m f r their entire len th. , , ; �
<br /> 13. All stra s shall have solld b ock o equa be d e o g ,
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<br /> � b 14. Nailin shall be in accordance with IBC Table No. 2304.9. 1 e ce t as noted on lan. All nalls shall be commo� wire nails unless
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<br /> � = noted other wise. ' '
<br /> . . , �. • SOIL AND FOUNDATION DATA
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<br /> , , . . . . . . . . . 15. Cut washers shall be rovlded for all bolt�heads and nuts beann on wood. �
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<br /> � 1 . Footin shall be extended to soil wlth a bearin ca aclt of 1500 sf or in accordance with Geotechnical En i�eers re ort. . � I
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<br /> � . . . 16. G sum wall board shall be attached as follows exce t as noted on lan for shear walls:
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<br /> 2. Where footin s are laced on com acted material fill shall be well raded ranular materlal with not more than five ercent assin a '�
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<br /> . . . . . . � 1/2 GWB - Sd cooler nails at 7 o.c. or screw w/ e uivalent shear ca aci < �
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<br /> , o � lif an h 11 m t t nlnet -five ercent of the '
<br /> number tvc o hundred sleve. Fill shall be laced in ei ht inch maximum loose ts d s a be co pac ed o y p ,, , I � '
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<br /> : 5/8 GWB - 6d cooler nails at 7 o.c. or �screw w/ e uivalent shear ca aci �.
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<br /> maximum densit at o timum moisture content. Modified Proctor Test : : . , I
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<br /> 17. Timber members s ecified as treated shall be ressure treated accordln to the followin schedule: ' �J
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<br /> ., . . Use. Standard. Minimum Net Retention. ,
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<br /> STRUCTURAL DETAILS. The structural drawin s are intended to show the eneral character and extent of the ` ro ect and are not , i . �
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<br /> . . . Above round. AWPA C2 ACZA ori CCA to :.25 lb./c.f. retentlon �
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<br /> _: intended to show all details of the work. , ,
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<br /> Ground contact: AWPA CZ ACZA or CCA to .40 lb./c.f. retentlon � � �' °
<br /> � � i � , - . . � � �. . . . . � . . . � . � � � �.� . . : . �� � . � .� � � . . � . . � � � -. � � �. .� .. � . . . . . . . � . . . �.� � . . � . . . . . . � . . .. . . . . . . . . .. . . . . . . � � � .. � � .. � . -. . . - � � � � . . . . . .� . .- . . _ . ,
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<br /> � . . o . . . . . . M nne ex .: AWP1� C2 & C 18 ACZA or� CCA to .60 lb:/c.f. retention U�
<br /> ARCHITECTURAL DRAWINGS:Refer to the architectural drawin s for information �ncludin but not llmited to: dimenslons elevations a p . . I I . • • � �J �
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<br /> , ; - . . . . g . . g : . . ' ' 18. All connectors ln contact with ressure treated wood or cedar shall be stainless steel or otherwise rotected from corr�slon as er the � � �'
<br /> � � slo es door and window o enin s non-bearin walls curtain walls stairs elevators curbs drains de resslons railln s, wate roofin , . . p ' p p � � �
<br /> � p ' p g ' g ' ' ' ' ' ' p ' g � g s ecifications of the wood / treatment. �
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<br /> , �nishes and other nonstructural items. . . . . . �
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<br /> - � 19. An a raved wood reservative shall be a lled to all ressure treated timber that is cut ex osin untreated wood. � � �
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<br /> t • • • • 20. Where multl le studs are called out under bea�EI�'hAms or headers that number shall be su ortin th�EI C�hAe beam/header not ` l
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<br /> � � CONTRACTOR RESPONSIBILITIES: The coritractor is responsible for the means and methods +�f construction and all�ob related safety . p �� � pp g � � - �
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<br /> � ` standards such as OSHA and WSHA lncludin those steel erection items s ecificall addressed ln the latest OSHA re ulations. The including the king stud. �,,
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<br /> � 21 . To late s lice shall be minimum 48 overla with 16d 3 o.c. sta ered u.n.o, � �
<br /> � � contractor is res onsible for the stren th and stabili of the structure durin construction and shall rovlde tem ora shorin bracin and p � p , p @ gg �
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<br /> 22. Where beam frames into wall rovide l i kln stud each side of column & nail with 1 16d sinker at 12 o.c. �
<br /> other elements re uired to maintain stabilit until the structure is com lete. It is the contractor's res onsibili to be farr�iliar wit� thework � p , � �� g � � � ` '
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<br /> � ; king stud to co lumn, (3) 16 d sl n kers king stu d to beam. W here bea bears to top p late, provl de Simpson A 35
<br /> � .. ; � � , re uired in,the construction documents and the requlrements for executing it properly. The contractor shall at his discretlon employ a
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<br /> , � r to late/beam. :
<br /> - . Washin ton State re lstered civ�l en lneer PE for desi n of tem ora bracin and shorin . Boltin and �eld weldln at all member p p
<br /> THESE DOCUMENTS HAVE NQT��EN � i ��
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<br /> APPR ,
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<br /> . . . . . . . m m n in min h s durin an earth uak wh n rn k E� �
<br /> �; ; , ;,; 23. The contractor shall keep lateral ove e t d, suc a g q e, e a ing �oR rHE �ssua►vc�o�
<br /> ; connections is to`be completed prlor to the release of the member from the hoisting mechanism unless reviewed and approved by the General . . �, �ue�ic wo� � � ' J
<br /> K, NIECHANICAL, FI�� '�.
<br /> � `�� • • . • • . . • • all connections that are not s ecificall called out on the lans. supPa�ssi �
<br /> n ` h rin desi n en lneer. Submit constructlon se uence to Architect/En ineer for review. p Y p oN� E��cr�+c��o� � I
<br /> Contractor s temporary bracing a d s o g g g q g � P�uM�iN� PEr.Mirs �. ,
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<br /> _ CONCRETE AND l�INF�RCING STEEL � i �
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<br /> 1 . All concrete mater�als and workmanshi sliall conform to ACI 318 - '
<br /> DISCREPANCIES: Tn case of dlscrepancies between the General Notes,contract specifications and reference standards, the ,, p � -
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<br /> r 1 t En lne r before 2. Concrete shall be 2500 si ultimate stren th at 28 da s unless lndicated otherwise on the lan�. Concrete shall not have m�re than 4 inches oare. s/s�/1�
<br /> Architect/Englneer shall determine which shall govern. Dlscrepancies shall be brought to the attentlonof the A ch tec / g e p , g y p ; .
<br /> : . ` , , , . . . . , : . . . . , , . Job#: 1713�d.1 ' '
<br /> = roceedin with the work. Addltlonall lt is the res onsibillt of the desi ner and or archltect to remove conflictln items if a buildln of slum and the maximum size of a re ate shall not exceed 1 l/2 lnches. ` `
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<br /> Revision Hisfory: �
<br /> 3. Reinforcin steel lar er than #4 bar shall be ASTM A615 Grade 60. Reinforcin steel #4 and smaller ma be Grade 40. Reinforcement
<br /> official request that such be done. � � �, � g Y ; '
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<br /> sl�all be fabrlcated and placed in accordance with the latest edltlon ACI Manual of Standard Practice. Rlght angle bars L bars shall be ,
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<br /> SITE VERIFICATION. The contractor shall verlf all dimensions and conditlons at the site. Confllcts between the drawln s and actual site la ed wlth stral ht bars at footin and wall lntersectlons. ` �
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<br /> ,a�° � , . . rn 1 ar c r f r r inforcin steel shall be:
<br /> .. � conditions shall be brou ht to the attention of the Architect/Englneer before proceeding wlth the work. 4. Mlnlmu c e ove o e g , ;
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<br /> . . __ . � � � • • n ' , 11 .
<br /> - � � a Cast directl a ainst earth 3 b Ex osed to weather or formed a ainst earth 2 ���� �� �����`�`� '�
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<br /> � � CONSTRUCTION LOADS: Loads on the structure durin construction shall not exceed the desi r� loads as noted in DESIGN LOADS or c Not ex osed to earth or weather 1 ,5
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<br /> . , . ..., f , .,- Y the ca acit of artiall com leted construction. �
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<br /> ; � ' ` i � �� � �PProved By: .
<br /> „ R�BAR SPLICE TABLE s-�.� 5�,, �-� -��-c�.� � � r ,�� -�N��. �
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<br /> � �� T TILITIES: The contractor shall determine the location of all ad acent under round utilitles rior to earthwork foundations Min. splice `� SHEET /NDEX , � � � ��.� �-� ; �
<br /> ADJACEN U � g p > > 29 3� 43 62 �``�,
<br /> �t�'E t�-C�.-T�'i � �./.A�.h���-s-�"-�( �. �,
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<br /> '�✓ L.}��'�•'�*"��.r�ti q�'�'E�,, '� �I
<br /> ; ',; � . � . . . . . . . . . . length, in : � ���m ��-. �� �,
<br /> ,� , , „ .4; ,,, � "shorin , and ex�avation. Any utility lnformatlon shown on the drawings and details ls approximate and not necessarily complete. - : � � S1.0 COvei" Sheet ._, �,� i
<br />. � , g Bar# 4 5 6 7 m ��c����,�e. � -��� � �` �� ;� �� 1, � ;
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<br /> ��! �- �-�� S2.0 Ge e a raming Details �f
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<br /> � ' ALTERNATES. Alternates for specified items may be submitted to the Architect/Engineer for review. �,,�.� -r� � r�� � `� . ��z --
<br /> �II I V . I C; ��'Y V �
<br /> ��� SPLICE ALL BARS AT WALL CORNERS ��-� _ �. , �;�� �
<br /> ,; , 53.0 Foundat�on Plan � ` �� � ,� ,
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<br /> ��.���:.�� , �
<br /> , INSPECTIONS: :
<br /> AND STAGGER SPLICES AT INTERIOR LOCATIONS � ��''�""-�' �`�"'`�`" �' ��'���&,��,���`�s�� ;
<br /> ; -�.���-��-► 53.1 F�undation Deta�ls ���� ,,
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<br /> � ' All Inspections shall be performed by a qualified inspector approved by the local jurisdiction. Inspections shall 'follow the requirements of � • �`�-�"�
<br /> ;
<br /> , r� � � 54.0 Main Level Floor Framing Plc�n �
<br /> the code reviousl indicated. It is the res onsibilt of the contractor and or owner to schedule ins ections as deemed necessa b the �(��t� �l� ` c°dy R. "prt, P.E.
<br /> � p Y p Y p t`Y Y Q �
<br /> , ; _ _ _ . . �
<br /> � ;, S4.1 Floor �raming Deta�ls ' '
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<br /> local jurisdiction and/or other parties invo1ved. Inspections to be performed by a CRH Engineering representative will require a 48 hr prior CALL TWO BUSINESS � FEE3 13 2018 '
<br /> , , ,..,{ .., , � � S5.0 U er Level Floor Frar�in Plan cov�� s��Er/ ; I��,
<br /> � � ' a notification and will be at an additional fee outside the scope of services for this proj ect. F� % pp g
<br /> DAY� BEFORE YOtJ DlG ; ,
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<br /> . CITY aF EVERET G�NERAL NOT�S - , I
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<br /> � � r S 5.1 Fl oor F r a r n i n D e t a i l s : � ;
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<br /> _ _ ? , Perm�t S�rv�c�,�
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<br /> : S6.0 Roof Fram�ng P/an __ _ � '
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