� ���I�F�►L NOT�S ST�U�TU�AL N{�TE� _ 1 I
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<br /> SCOPE t7F Wi�FtK DESIGN�.OA{�S � �,�����; . '
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<br /> Resign repai�s minar damage ta a roof support column by a recent fire,No change of use ar increase in Live Load: Roof 25 psf(snow} � : ,.,, `'_;,��. '��~�; - rH�'I�E.{2�6� o21-!b�&
<br /> floor area or building height is propased. Floor 40 psf{U360) �W ���'�f-� '�. � �, '}`"� "�, ` �° ��;�;,_ �AX,�25�) 9�9-�9�8
<br /> Ceiling 1U psf{U240� j �:, *>- `�' ' �__# ��
<br /> Deati E.oad: Roaf 10 psf ` - � _ ; � ��;�i.�{��P!�
<br /> �UlL13iNC CgD�S r � �' , �, . ,;. �iC�tCS�5��1��, T}�
<br /> Fl�or 1 U psf . f �,-�. ,�C1���WINGS 1u'v�
<br /> Design and cnns�ructian sha11 conform t�the 2015 Interna#iortal Building Code(1BC�as amended by Ceiling 5 psf . r r ' ,� _ . , �'^ � iG�t�S.I��!�N5»�A1p
<br /> Chapter 51-50 WAC and as adoptetl by Snoh�mish,WA. ��.�7�t�N1"5
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<br /> h SA�11N LUMBER � � �' � ;
<br /> Occupancy: Group M,Refail,F-2 Pottery Species and grade shali be as foliows unless otherwise noted: �,. : A3tip 5�1.1.�MAIN�
<br /> Canstruc#i�n; Type-�1-� Wa11 Stu�s P�t�'c,'�Y�t'r�E�'N��2�
<br /> Neight: One Stary 2"ta 3"thick 4�to 6A wide DF or HF-S#ud Grade � i��P,�`�'1N��GF�;.I.�
<br /> Floar area: 1984 sq.ft. . .�"�` � , ������v,C�J�i��,
<br /> Wal!Pfates . A��V'1��I��1���1`�p 0�
<br /> Date Qf original 2"#0 3°thick 4"to 68 wide DF ar HF-Stud Grade �1i51"��!��11"C G1'r���5,
<br /> Construction: 1957 Roof Joists SG�,f1.��lx'���;'
<br /> C}wner: Rex Strickiand
<br /> 2"thick and 5"and wider DF-#�Grade t?Pr���vVi�21�c�1 bVl�!v�
<br /> Address: 371(�W Mukiltso Bfvd,Eve�ett,UVA 982Q3-1�48 Beams and Pasts � � 1�'�✓�iG�W�i�"1�N
<br /> Parcel#: Otf�336U(10047�0 4x DF-#2 Crade CC1NSc�f1"C�?�J�ANa
<br /> Al';�O��IA�':
<br /> Legal: �DGEWATER BLK QUO D-00-��3T 47 6x DF-#1 Grade CC1�4ti'��SAt�G�!TQ�
<br /> ��I�;c��� V(SI.�V.Ct?N1AGC
<br /> a GONCR�T�:N1A Wt}OD SH�ATHI�iG WI1'r111�P�C�V:�V.�
<br /> Waad sheathing partels shaN have the APA trade mark of the Americ,�n Plywoad ass�cia#ion. Wood sheathing paneis shalE be G[?interior RPA with exterior glue, CCN F�i1�'f��Vlf1��L'C�0�
<br /> EN�t�GY CODE&THE�hAAI�INSU�,ATi�N {M�rine Climate Zone 4C} t'�C,"�,�NC�t�F il��
<br /> OSB shall be e�osure 1. Use t�e fiollowing ratings and thickness; ;�5�"rfC11lJN5,
<br /> Design an�i constructi�n shal4 cor�ply with the Washington State Energy Cade,2015 editi�n,Chapter -�r�. ;,� ;� � , --;�-�-,�-� �,z.�
<br /> 51-11C WAC. Exisfing wail,floar�avities opened during construc#ion shall be filled ful(dept�with therm�l �Y. � �� '` s x$ , � .� ; r �� �` f�
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<br /> USE 8HEA7HlNG NAIL E�G� NAIL FIELQ �L.KG ��� . .� : ��" � ~�j,� k�� �,
<br /> insulation per�eciion C503.1,Ex ptaon 3,leaving�minimum 1�air uentilation space. V�lhen repiaced, Roof: 7116"APA Ra#ed Shtg.-(3SB 2411fi 8d @ 6"(3.C. 8d a�12"O.C. hio # � � `�'� ` � �� � ,"� ' s� `�
<br /> repairs to existing giazing may be�i�ade in like kind to existing frames per section C504.2,itern�#9. A � , �� ��� `� x �. � ' � �,
<br /> Ftoor. 314' Ai�A Sturdi-Floar OSB T&G 4f}124 10d 6' (7.G. 1Qd 12 O.G. Na °A � � ��- l � .� �-,
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<br /> v e s#i k a u l e i s n s t r e q u i r e d p e r s e c t i o 5 0 4.2,i t e m#t 4,h o w e v s r t h e r�p l a c e d d o o r s h a l l h a v e a U v a l u e o f.3 7. * �; ;;� _ ��� �p' � ��� ���
<br /> The door f�ame is not damaged a d wifl eemain. Nailing,unless noted oEhe�vise,shai!be per IBG Table 2304.10.1 + .�.� � ��'�� � , � ; �
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<br /> �� � Shear Wal#: NIA �;�. , � n �
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<br /> ff/ /�^' - PREFABRICATED PLATED W{30D TkU�SEB _,=�� M
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<br /> �, � Tr�sses shall be designed by the manufacture and camply with"TPI-1"Truss Plate instituke,lnc.and in compliance with IBC Secfion 23�3.4.1.4.t}esign far the � , '� _ ;
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<br /> conditians and spans shown on the plans. ��;
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<br /> ��.�,v�. {� �.�sVts�!? �M� Shop drawings and design calcul�tions bearing the seal of tha Washingtvn Sta#�regis#ered structural engine2r shali be submitted fvr approval prior ta fabrication ��
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<br /> Glued Eam�nefed lum6er s€�all have AIT�identification marK, 8eams and columns shall be visually graded westem species indust�a[grade and strength as follaws; .� �` �� �4; �, � �.J
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<br /> USE CflMB(NATI�N SYMBOL SPECIES � k
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<br /> SimpEe Span 24F-V4 L}FIDF w �� `�-� � , - � � � ��� � � �
<br /> Continuous or ;" � "`"� < k r� ;:.�--� [ """` � ` 4; i.s�
<br /> Can6lever 24F-V8 QFl€�F =} �-�—
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<br /> TYPICAI.EtEPAIR OF F[�E DAMAGED FRAMING�IEMBERS �; :,.�. ',� `�' +� �°�' �,._ ° �� - , �¢� � ��` �,�;t ° � � � t� �
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<br /> 1. Replace vertical studs in like kind{2x4,3�ar 2x6}that havs'l"or more�f the outside face damage€ror�fire �. � �':�*. z.e� s ~ ��` ,;. �,��..m��=,"�
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<br /> 2. For uer�cal skuds that have iess khan'1d°of face fire damage,replace t�e siud ar,a#fhe contractor's aption,sister a new stutl usir�g Stud Grade HF afong ���� � , � . _
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<br /> side of t�e existing stud. Naif fo the existir�g stud wifh 96d nails @1�"o.c. �; � _� �"
<br /> Note: AI!panel-sheathing joints must fall aver an�f be attached to the new#raming. Adding additianal studs may change ihe spa�ing of � � ��z �� ,Y�� : � �`
<br /> the framing and require cutt�ng af the panel she�fhing to maintain this nailing requirement. �� ° ` �} ;
<br /> 3. Re lace harizontal framin ,tc� lates and sills with like kind framin minimum Stud Grade HF whsre the fire dam� e revents the com lete , '� .
<br /> P 9 AP 9� ) 9 P P � �
<br /> �ttachment af the e�eri�r sheathing panels. Stagger all joints En multiple pfates a minimum of 4'. Nail mt�ltiple pfates fogether with 16d @ 16"o.c. �������� �1��C� ��S��G��� �
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<br /> 4. Repface headers and beams that exhi6it'I<-inch or more of char fire damage within ths span ar at the end suppc�rt. � �
<br /> Permit#: 81704-046 � �
<br /> 5. Replace crippfe and king studs conkaining fire d�mage at wall apsnings ti __ 5ite Acfcfress_ 3�10 W MUKtLTEO BLVTJ � �
<br /> �%����p��� �V����� C7wner. STRICKLAND FtEXT � �
<br /> 6. Replace fire damaged floorsheathing in like kind using full sheet panals �",�' ���Uy�� ��}� ������ Tenant: SUGAft SHAK � � �
<br /> A���a�t�; �Iz�/�o17 �„ � � Lrrr
<br /> General cont�actor is respnnsi�le for#emporary sharing and bracing far the structur�and structu�al campc�nents unGl a!1 final conneetions have been c�mp(eted in Propos�d 11se: CO MMEReIA� �
<br /> accordance with the plans. � Descriptian: RECQIVSTRUCC F�ttJM F1RE DAMAGE- ,,,
<br /> Thi�perrr�it r�vi�w does not cQv�r SUGAR SHAK �1 �Z�--f t? �
<br /> F�der�l ADA, �HA or Flli[7 r�g�al��ic�ns � f � �
<br /> an�i st�ndar�ls, ir�cludingthe ���� ""� Date; � {t 3��f �
<br /> Contractar shal!fte]d veriiy dimensi�ns and conditians for compatibility and shafl notify the engineer of any discrepancies prior fo constrvctian. , ' a's;���. �� ewed Sy:�— �
<br /> Fair�lousing Accessibility t�4��€.��r � u,
<br /> C4s�1�ii�nC�with th05e �'egt�1��}�s��, �s?h� ,�Cifrie�5et Job Si e er Fire/Plannirig Set �y �
<br /> r€�sp�n�l�aillt�+�rf th�owner�f���� ��i1�in�?, � 1 ��4�^� �' �,�7$ �� �'�;3�'� � � �
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<br /> S�p�R�S510N��L�CTFtIC�L C3R � '�
<br /> MAY � � 2017 PLU�t�I� ����t�T�— `--�---�---�, �_ ��`'°��,�s�tt,,,���.y{ � �
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<br /> CITY OF E�!ERET'�' �.�r'f`�
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