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<br /> PO BQX �5� ��nwo�d, Wa �8@4� . -
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<br /> �eneral �-tr�u�tural Not�� - Unl��� �loted athc�rwise
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<br /> GENERA� ALI� C�N�TRUGTIC�I� �HA�.L GO�IFORM T� THE INTERNATIONAL BUI�DING CCIQE �
<br /> (IBC), 2015 EDITIt�N, �R (�THER GC�VERNING CC3DE, AS R�QUIR�D �.. �
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<br /> BY LC}CA� JURI�DICTION, � � � .
<br /> DESIGN L�A�I� SE� ENGIN�ERING PACKE7 F�R D��IGN �OA��, "� �
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<br /> II��PECTIONS NCl SPECIA� I��PECTI�INS ARE ftEQUIRED, NDTIFY BUILDING DEPARTMENT � � m �
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<br /> FOR IN�PECTIONS REQUI�ED BY I��GAL JURISDIGTIQN, �HEARWALL & N(J�D0�1N NOTE'� �U,N,Q�� � � � ��
<br /> FC3UNDATIONS EXTEND F(�QTTNG TQ UNDI�TURBED ��I� OF �5�� PSF BEARING GAPACITY� UP�TATE �NGINEER�NG � r � �
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<br /> BOTTOM �F EXTERI�R FOOTING �HAL.L B� 1'-�” MINIMUM PC� BQ�C �SZ �.1�,C1W40C�, W� gSC��'�
<br /> BE�f3W C�UTSIDE FINI�HEL GRADEr �E:�V��E:��U �tatE?��1 �neerin ��O�Tt
<br /> �C�MPA�TED �IL.L �NOU�D CONSI�T OF PRE�C�MINATELY WE�L-GRAD�D, GRANULAR �OI�, FREE ( �) ���1�S�C1 ��` �?C�I.J�l, ��C�t� �`� ��1C� Of ��12c�C`UVc��.l u,11�0, �Cl��'��.1 �67 Zn�t�ll N 1`S O�l c��.�. t�'l..�S��?��1"��fi�?C��, A���S �t ���� �l,C� C�c�b�.�s c� .
<br /> OF ORGANIC MATE�IA� AND DEBRIS, FI�� �NOUL�I BE �E?1" r�anuf�cturer r���mr�end�t�or�� f or �OI..IC1C��t�.�C1 �T1�.C1 end rim ,�a�.�t �Qr SQl�.C� b�.��� fi0 tcp plate ���.1�. p�.��'�d c�t f�1�� �N�; ��1�1�
<br /> PLACE(� IN MA�CIMUM 8° �QO�E LIFT� AND CQMPAGT�D TO A MINIMUM OF 95 P�RCENT OF TNE C��.�t�11�� c3�lC� 2[�1���CT1�11t, �eeper� f o�ndati�� �� r�q��red, spe��f�ed ��c���.i1C� �.� ���5 �'�1�C1 ���� ��C,, �11�tc��.�. ��J�S c�fi f �4f ��lid
<br /> MAXIMUM D�NSITY AT t�PTIMUM MC3ISTUR� C(�NTENT D�TERMINED ��[T�le a� �hea�wall �S1�17 c��QV� al�d b����.C1� �"(7 ��n/ t(��} �1��'�, c��1d �n�fiall H 1 C��` N�,� QCl ��.� �'�`t����s/
<br /> (2� C�nstr�ct crip�l� walt � rafters, L.TP�, �TP'S, or� ���� �an be ��abstltuted fQr A�S, Gor�r�r
<br /> BY ASTM D-15�7 TEST PR�GEDURE�, �����.-PI�C� Sc��'1�? �� sh��rwa�l tSW� b�low�
<br /> CONGRETE fc = 25F�� P�I MINIMUM 5-1/2 SACK� OF C�MEI�T PER CUBIC YA�D aF p��" ��f�1��d� �tl"C��1��T1� �I� �ql�c��.,
<br /> (3a ��qc�re� �� ar �2�2x f our�d�fiion �i11 plat� (7) ��n 3x or dbl=2� sfi�d lar�'� w/ (��= l6d � 6" o�c� �t R�vISlO��
<br /> CO�GRETE AND A MAXIMUM OF 6,Q GA��.d�IS OF WAT�R PE� 94 �B ��-7 Thre�ded re�d c�C1C� CC��I�.�r �� required, ab�l�ting panel ed��s,
<br /> �ACK 0� GEMENT, MA�IMUM ��UMP I� 4 , �EGREGATIC�� ClF MATERIA�S TD BE PREVENTEC�t .
<br /> (S� Cc�mmor� r�a�ls, UNO, 8d��� 1� 1"x2 1/�", 10�=�, 1�-��3", (8) Ar�cl�or bc�lts sha�� be em�e�ded at ��a�fi ?" ��fi� c�r��rete;
<br /> 1�d=Q� 1�8"x� 1�4", 16d=0, 16�"x� 1I�", 16d ���kers=�, ��-8"x3 1��-" th�re �ha�l be a r��n of 2 �o�ts er iece w�fih or�� boll- �
<br /> REI�FORCII�G STEEL #5 BARS ANa �ARGER �NA�� BE G�ACIE 6� DEF�RMED BAR�, AND #� � I� -
<br /> AND #�4 BARS �NA�� BE GRADE 40, IN AC�ORDANCE WITH A �.0�3t2C� �10� �"IC��'�? thar� �.�`i Or �.��5 t�1�C1 ��V2C1 bOl�" ��.�1�1�tP�`� f�'C}C�1 �
<br /> STM A-615� �AP SPLICE� 32 BAR �TAMETER�F WE�DED WIRE FABftIG �HALL CC��IFORM TC� ��C�1 �nd t�f fi�l� p�.���� �X lT1�.�1 PT, UI��}
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<br /> A�TM A-185 AND SHA�� BE �X6 W 1,4 X W 2,4� �AP ONE FUL,� ME�N AT SP�ICES
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<br /> TIMBER FRAMZNG �HA�� M�ET TNE FOLLOWING MII�IMUM STAI�DARD�� [�c�te; `�-/��f�C� 1�
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<br /> NOLDCJ��N �CHEDU�.E �IMPSC�N U�NEO� � � r.,
<br /> BEAM� AND PO�T� ��x_ AND GREATER)s DF-�#2 ,�OI� �; ��45 W N �-+
<br /> .JQIST� l STUD� (�x_); HF#2 �' �TUD M��,� � � � .
<br /> - 24F-V� � CANTIL�V�R�) � lJC1C��t�.C�l1 --� �
<br /> GL�JE �AMINAT�D BEAM� (GLB) �4� v4 c 1�ert���l Nold down t ���tG11��'� �'0 CJ ,� � � .
<br /> 2x_ TIMBER SNA�� BE KI�N DRIED{ GRADE� SHA�� CON�O�M T� ?WWPA GRADII�G �U�ES FOR Nt���.Z� ��I^c�j� �� 1� (��-�fi�ld� M�.fi� UI�O A��I�orage �� �.���) Cat71C�1��lts � t9 t�
<br /> WE�TERN �U�1BER?, �ATEST ��ITION� ROQF TRU�SES �NALL - ,�. )����)_ ��� ��A U -�., M
<br /> RDANCE WITH TH� T,P,I, A�3D TNE IBC� A�� CONNECTIc�NS PER T �. �THD 14f 1 RJ ���
<br /> BE �E�IGNED IN AC�O � �� �
<br /> IBG TABLE 23�4,9�1, �— \ �
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<br /> R(�OF DIAPHRAGM INSTA�� MINTMUM ll2" GDX P�YWOOD (3�ll�l �7R 7I1�" OSB �HEATNIhIG�
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<br /> �AIL AL� SUPPORTED EDGE� AND B(�UNDARIE� WITH 8d
<br /> AT 6'" t�,C, ANC3 I�TERIOR �UPPC7RT� WITN 8d AT 12" O,C,; B��CKING N4T REQUIRED, � -
<br /> L MINIMUM 23132° T8G STUR�-I-FLOOR (24oc} SN�ATHIN�, �
<br /> F�OOR DIAPNRAGM IN�TA� �
<br /> ,--�
<br /> GLUE AI�D NAIL AL.L �UPPORTED �DGES AND BOUNDARI�� WITN
<br /> . �
<br /> l�d AT 6" C�,C,, AND INIERIOR SUPPaRT� WITN 1@d AT 12" 0���, BLOCKI�lG NOT �EQUI�ED,
<br /> SH�ARWALL �CNEDI�LE �
<br /> MISC���AN�OUS THE CONTRACTOR �NA�� V�RIFY DIMENSIQN� ANQ CONDITIQi�S AT JOB SIT�, �
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<br /> TNE CONTRACTOR SHA�� PRQVIDE TEMPORARY BRACTNG ���ath j n�_�p��j �� ta �heathing �dge Na�l� #5 �ac�f t� Tc�p Pla�-e �ill Pla-t� Anchc�r�� wl � �
<br /> AS ftEQ�IRED UNTI� AL.L PERMA�IENT C�NNECTIONS fi�D STIFFENI�G� HAVE BE�N INSTAL.�ED, �� 3
<br /> Mark 2x N� �tud� C 1�" o,�� All �dge� Bl�cked Ba�e P�ate �loar� to Tap P�ate �" � �" x 1l4" wa�her�s '
<br /> �0 NOT �CALE DRAW�NG�, PRE-FABRICAT�D IT�M� TO �{�) �,�,Q, ���.QW �C�O C1Qt per�etr�l�e �7���' ��.t�S�) Nc3�.�.�.C1C� �J c� ��.1�. �'�.�fi2 ���) ��� C1�t� ���) ..� ?
<br /> B� HAN[�L.ED AND INaTALLED PER MANUFACTURER'S R�COMMENDATIONS�
<br /> N �
<br /> �W- � 7/ 1�" O�B 8� � 6" oE�� � 1�" ���� fld,) 1�d � ��" o,�� H1 � ��-" o}c� �18" ��a x ��" AB'� � ��° o��r �- �
<br /> WT�D DESIGI� CRITERIA ; v �
<br /> RI�K CAT�Gt�RY z� c�r A35 � 24" ��cE �' °°
<br /> ULTIMATE DE�IGN WIND SPEED - 11Q MPH l 85 MPN NOMINA� „ W
<br /> �w-� �� �� osa �d � �-�° �,�, � ���� ��c, f�d,� ��� � �° o,�, „ Ef „ , ,� � � �
<br /> WINDOW EXP��URE, � k - A�5 � 16 o�c{ 5�8 d�� x 1� AB s � �S o,c, � ,� �
<br /> COM ON�NTS E& G�ADDI�NGF 1� PSF �Mll�l _ �� � �� �� �� +� �� �, � ,� � <C � ,
<br /> METHC7D: A�C3 l0, MWFR� DIREGTIC�NA� PROC�DURE
<br /> SW 3 7/ 16 O�B (7� 8d � 3 o�c, � 12 o,c� �`�d,) ��c� C� �- �,c, A35 � 12 o,c� 5/8 d�a x 1@ AB s � 15 oE�� �. �
<br /> OCCUPANCY CATEG�RY: II �'
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<br /> 1�@ �� „ � „� '
<br /> �Zfi RSW 711� Q�B �(7) 8d � 2 o,c} �taggered �ee Qetail 1/A� � co � .
<br /> SEI�IMIC DESIG� CRITERIAa
<br /> EQUIVAL.ENT �ATERAL FC}RCE PftCIG�DURE � ���� a��� f��°� � � �"`
<br /> RI�1: CATEG�RY; II R=6��
<br /> OGGl1PA�ICY �ATE�ORYt II -� � �
<br /> �MP{�RTANCE, �e = l,� �� = 1,25 4USG� 5.?.�)
<br /> Site Clas�, D ��
<br /> = 0,4� �USGS 5.1��) � � �
<br /> �EISMIG D��IGN CAT,, D �DS = �,83
<br /> SEI�� Ft�RCE R�S. SYS, AE 15� SD 1 = �,43 .
<br /> D��IGN BA�E SHEAR = 6 I67 l�s C� � ��2�
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