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20�2 IBC LATERAL ENGINEERING SITE CRITERIA
<br /> FO R R EALITI( H 0 M ES I N C � �OOF SWEATHIN� SCHEDULE �012 I�C SHEARVi/AL�/ A9V�C�1�� S�F�ED4JLE
<br /> ■ DESIGN WIND (IBC)SEISMIC SLOPE SPECIAL SITE GEOTECH SEISMIC SEISMIC APPROX.
<br /> WIND SOIL RISK
<br /> ■ � ■ ROOF SNOW SPEED EXPOSURE DESIGN PER CONDITIONS REPORT PER SPECTRAL SPECTRAL ELEVATION
<br /> P LA N: S E�1 A I N V EST M E N TS L LC PROFILE CATEGORY
<br /> LOAD (MPH) CATEGORY OWNER PER OWNER OW�tER RESPONSE S1 RESPONSE Ss SNOW LOAD NOMINAL
<br /> SPAN RATING �j
<br /> (UP TO) THICKNESS 2X B0T70M �
<br /> �I IV G LE S ITE■ �01.22 7TH AVE � E 25 PSF 110 MPH � D D II <15% NONE NONE 0.550g 1.426 487FT sru°AN° Rim�oisr o� P��E SdLL l�L�',TE ATTf��ii�liENT p
<br /> � � � 40LBS 7/16" 24/16 APA RATED NAiL SIZE& BL�CKING ��o�� Al�'ACHNiEN�f �
<br /> SIZE@ APACl7�!(PLF >
<br /> ' LABEL SHEATHING(1) �PA�E Q C�JNN�CTION
<br /> ADJOINIiVG �EIS�fI1C/WiND
<br /> 2)(4)(14)(21 EDGES(4)(5) TO T�P PLATE �
<br /> 70LBS 1/2" 32/16 EDGES(3)(6) (�)(8) �AILlfdG 70 AP�CHt�R�OLT �ACEPJ��NT U
<br /> �1���1�� V►/OOD QEi.OW Td�OiVCRETE DGE�JF PLA�
<br /> 6E�.�W1(3.0) 1�/A�HER
<br /> � 130LBS 5/8" 40/20 ��� (2U}(22) (19) I
<br /> �� � LONG DIMIENSIONS PERPENDICULAR TO 7/16"OSB �d @ 6"O.C. 2x 16�@�"O.C. 18d @ 6"0.�. ������������ �EfVTE�t �40/33� �
<br /> ROOF JOIST WITH EDGE SUP�ORT. � ONE SIDE /� ��6 �•� �
<br /> p��� p�ppA��0 � 7/16"OSB LTP4 Q s2" /�°���°�.� 1,/2"F�tOiYi
<br /> R503.2.1.1(1) �
<br /> � o�c�000a �oAc�o� 8d Q 4"O.C. 3x 16d Q 4"�.�. �
<br /> �� o�o��
<br /> � ONE SIDE �.C. �������' �.� SFIEAThiIN�G ''�/���
<br /> 7/16"OSB LTP4 @ 12" (2)R�WS 16d 5/���@��"�.0 1�2��FROR�] O
<br /> `� OPIE SIDE 8d @ 3"t1.C. 3x �.,�. @ C"O.C. 1/2��Q 17"0.� SHEfeTH1NG ���/730 �
<br /> 7/16"OSB 8d Q 2"O.C. 3x LT�4 @ 8"O.e. �2)€iONV�^Sd 1/2'Q 15"O.0 1/�"FRONi ��J/82�
<br /> � OME SIDE @ 4 Q..,. � � SH�TFli�1G
<br /> 7/16"OR 6d COOLER @ 5/8"C SO"O.C. � � � �a
<br /> SUF 5/8"GWB 8d @ 7"o.c. 2X ���o.c. 1�d�8"o.c. �/8"@ SO"O.C. CEtd7ER 75/2�� �� LJJ °�e�D N�
<br /> — r� � � � �� � o $
<br /> , 16d @ 4"�.C. �r, �� dd-�/2" �m � � 3 ��� � 6
<br /> 7/16' OSB 8d Q 3"O.C. 3x LTP4 Q�"�.�. <PS Q 1�" �8" a 12 �+.'� Y1/ASHtI; 900 ��60 "_ °� � E s� ° @��
<br /> `�y B O T H S I D E S 1/2'Q� 0.�. / �—" v '� ° ���Y �� c
<br /> 0.('.. RE Ql11R�lJ n't�- u � � a y m o � � @ s
<br /> 9 1 2 12 9 � � � � o �m� Q� ovo
<br /> D1 Dj � ca cce = a� 3
<br /> D1 D1 roo � =� E���a � � ��
<br /> � � SHEARVNALL NOTES: � � ���� � A c �
<br /> iE � O >.vm� u°,� °—' � E
<br /> c
<br /> Q�!n Q N N« d O u�l O �
<br /> (1) INSTALL PANELS VERTICALLY-DO NOT BREAK AT RIM UNLESS S'fFtU�TURAL�IM J015"f.
<br /> ��1 CJ�1 (2) WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL,PANEL�DGE J�DIN7S t�N 2X FRANII�VG SHALL�E
<br /> STAGGERED SO JOINTS ON THE OPPOSITE SIDES ARE NOT LO�ATED 0!V TliE SAfV9E�TUD�. ��W
<br /> � (3) BLOCKING IS REQUIRED AT ALL PANEL EDGE�. �
<br /> (4) PROVIDE SHEARWALL SHEATHING AhD NAILING FOR THE ENTIRE LEfVGTH OF THE W�►LL�INDICATE�ON THE ��`
<br /> PLANS.ENDS OF FULL HEIGHT WALi.S ARE DESiGNA7E��Y�ERIOFt J���iE @UILDIN�,�O�CRlDOR5,1r�lli�a�VYS,�R Z F�' �
<br /> 1O lo DOORWAYS OR AS DESIGNATED ON THE PLANS.SEE PiANS FOR HOLDOWN REQUlREi'AEN'�S. � � Q�
<br /> (5) SHEATHING EDGE NAILI�IG IS REQUIRED AT ALL HOLDOWN P0S75. � � ��� �
<br /> � 5�J1 D1 D1 ������
<br /> ��� � (6) INTERMEDIATE FRANIING TO BE WITH 2X MINIMUM MEMBEF35.FIEl.�NAlLliVG!S 12"O.C.UNLE�lV�JTEU
<br /> OTHERWISE, c� �� .. "�
<br /> {7) BASED ON 0.131"x 1-1/2"LOPIG NAIL.S USED TO ATl'ACN FRAMING CLIP��IRE�TLY70 FRAMIN�.USE 0.131"x �������
<br /> 11 11 2-1/2"LONG NAILS WHEFI IVAILiNG THR�UGH SHEATNIN�a.USE A3�OR RB�CLI�'S I�1�lEU OF L�P'�F�R Ft0i7F '
<br /> D1 BLOCKING TQ TQP PLATE, U
<br /> D1 (8) 16d Q 4"O.C.TYP.UNLESS NOTE�OTNERWiS� �
<br /> {9} WHERE PLATE A7TACHMENTS SPECIrY(2)ROWS�F N,41L5,F'�?�ViDE f30UE3�.�JOiST,�tiNl�R EQUAL.P.!TA�FI P�R �`�
<br /> DETAiLS.
<br /> (10) ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WA�HER�1/g"x3°x�",EM�ED ANCNORa A MI�1lMUM AF
<br /> K i t c h e n 2 C a r 2 C a r �— K i t c h e n 7°�N70 THE CONCREfE.NiAX 1/2°�Rom s�r�n►r�iu�si��.
<br /> (11) PRESSURE TREATED MATERIALS CAfd CAUSE EX�CES�I9IE�Oi�1?t751t2N I!`!7HfE FR57E�lER�.!'��VlD�li�7-f3d�°PEg �
<br /> G a ra g e G a ra g e GALVANIZED(ELECTRO PLATING NOT�ERi�AITTED)NAlLS A�1D CONl�ECTOFF f'LA�7£S(F�FAMifVG�NGLE�,�f�C.)FQI�Al�i. �i
<br /> 4 ,�, CONNEC70RS IN CONTACT WITH P�2ESSURE TREATED�i�AlVIINt�iViE�lI�EF�S. '�
<br /> D1 Powder 5�� S�� q (12) NOTUSED. �!
<br /> Di (13) 15�32'PLYWOOD SliEATHI�iG IVIAY BE USED IM PLACE OF TH�7/,_6"����4i�RT!ilNf�i'I�OVIDED THA`f ALL�TU� �
<br /> Rm
<br /> P o w d e r �PACING IS 16��o.c.m�c. �
<br /> � CJ�1 R m (14) �/VHERE 1MOOD SHEATliING(VV)IS APPi.iED�VER�'fP�iJ�.7 SHEla°�HIPJi�{(a)C0�l7ACT TH:'��VGINEE4 JF�E���� ,�
<br /> 5�� � FOR ALTERNATE NAELING REQUIREMENTS. '
<br /> � 8 (15) AT ADJOINING PANEL EDGES,(2)2X STUDS NAlLE[�T��E7'HER iViAY BE lJSE�TdGETHER IN pLACE(3F A SI�IGLE�X �
<br /> S�� STUD.DOUBLE 2X STUDS MAY BE COWMEC'fED TOGETHER BY iVAlLIEl�a elViT'rl 3"L�'�lCs NAILS SPACE�CON�9S7EPlTLY �
<br /> D1 5UJ1
<br /> D1 WITH PLATE NAILING.
<br /> (16) CONTACT THE ENGINEER OF RECORD FOR AaHESIVE OR EXPANSION 80�.7 AL'CERNATiVES 7t��ASi'Ifd PLA,�E
<br /> ANCHOR BOLTS.(INSPECTION MAY Br REQUIRED) .
<br /> (17) NOT USED
<br /> (18) NOT USED
<br /> (19)EDGE OF PLATE WASiiER A MAXIMUM OF�/2"FROi`A THE S!i€�THED SIDE�F TFiE S�iEAR dN:4LL
<br /> D i n i n g (20)USE 5/8"GWB FOR SW5 WHERE SPECIFIED 8Y DESIi��JER.
<br /> R o o m �(21�SHEARWALL DESIGNATED WITH AN ASTERISK(*)MAY BE SH�A7HED Y+l17'H 7/1�SIVIART RAi�EL OR 5/2.6 HARDIE
<br /> D i n i n g PANEL
<br /> ���D,� �-���,� R O OI�YI (22)SIMPSON III�A�AP(STANDARD INSTALLATIOW)MAY BE SUSSTITUTE�FQR ANCHOR 80L�'.USE 1/2"AB�PACIIdG
<br /> HOL� D01PVPd �CiiE�IiLE �
<br /> � i
<br /> GJ��"'ID�� S�'ND I� 5�'ND 1� S�ND�� SIMPSON PRODUCT MODEL FASTENERS
<br /> NUMBER(1,2,3) ANCHOR BALTS � � �
<br /> 3 CAPACITY# NAILS SCREINS � 'w �p�
<br /> 5 HD�J2-2215# N/q (S}SD51/a`°x 21/2"TO(2)STUDS �� rM
<br /> D1 5 5 5 SSTB16 U.N.O. � � �
<br /> HDU5-HF MEMBER 4065� (14}SDS 1/Q"x 21/z"TO(2) � � �
<br /> 7 D1 D1 D1 D� � HDU5-DF MEMBER 5645# ��A STU�S iVIIN. SB 5/8x24 U.N.O.
<br /> D1 ^I HDU8-HF MEMBER 5655# (20}SDS�4"x 21/2°TO(�) SS7B2�OR SB 7/8�"ic�4 �
<br /> 1 D1 HDU8-DF MEMBER 7870# ��� STUD�MIN. U.N.O. �
<br /> HDU11-HF IVIEMBER 6865# N/A (30}SDS 1/a"x21/2•TO 6X6 MIN. SB1x30"U.N.O. � � ��
<br /> HDU11-DF MEMBER 9535# � s �
<br /> HDU14-HF MEMBER 9.0350# ��� �6}SDS 1/4'x 21/2"7'�6X6 MI�J S�1�t�0"U.N.O. ��
<br /> Great 5�� � ��, Great HDU14-DFMEMBER14445# { �
<br /> R O O I"Tl , R O O rYl STHD10/STHDIORJ-1435# (2)S7UDS W/(24j 16d i4/A i�JA �
<br /> Entry 1� EntrY STiiD14/STHDI.4RJ-3500# �z�s�uD�w��ao��sa ��� n��� �' � �
<br /> D1 1�"END LENG�H+CLEAR (18)�d E.4CH SIDE l�JA �7/�1 �
<br /> � � SPAN-CS14-2490# �
<br /> HOL� D��1IN �fOTES: �
<br /> (1) INSTALL ALL SHEAFt ANCHORS�'ER 11�ANUFACTURE�t IN�TRl1(;flOIVS
<br /> {2) ALL IVIETAL CONNECTOFtS COii�ING!t�CO�fT�4CT WiT9�PRE�U�{E`�"R�ATED bV£3J[3 StiALL 8e
<br /> 'I\ ��� vw� 'I� (3MSUBSTITUTION"WI�TN NON!SIP/iP�ON A CHORS 1N�H�fVGiRIE��'S AP�Fl01!A�RFt��l��d pRi3�Et,-"CIOhf.
<br /> S�N1�1�RJ STN�1�4�J 5T�4p 1�i�J 5�{�p1��J (4)STHD14R1 IIVSTALLATION A7 RIM JO1ST Ll5CA790N��9VLY(R3=i�lts�JU's.� ��li.��f��
<br /> ���� 20121�G
<br /> �i��
<br /> �T�I1�I��J S1�2 � � 5�U2 S7NDI�RJ S�C�DI�RJ �� a � 5U� S�'+�D1��2J L����ll� �� �x�, � >>mM��
<br /> � ,{ � c���o�����
<br /> 2'-�u MINIMUM �
<br /> IIIII/,II G IIIII �0��'SN�rVV
<br /> Z�-ih�� MINIMUM FO�'ENGINEERUBEGt�L.�� MEM3ER R1
<br /> SflY���Wf�I�L. eJN��RW�L7� TOTAL DLIVD 2.0 3.0�
<br /> �QU�I�GD ^II p�
<br /> �IsCU�I�� � �� 2J ��
<br /> ���M I��S(CxNATO�
<br /> �Pta��v!ew use�v RI 4x8 DF�1 �
<br /> s-ii2�X�2� c�� ENG��IEER JC��IN I�.
<br /> 0 ��T�
<br /> �TUD����..ui�►►N l l.lm.l5
<br /> D�SI�N,�TOR �°�x� ��axb ==zx4
<br /> �=��6 �_�znx� e=tanx� F�EVI�VIO
<br /> �=�x6 :=�3nX6 .a�3nx� J�SS� R.
<br /> �=6xa ��r�nx6 •=r�.rz�a.
<br /> �=sxs A�VALYST
<br /> SN���u1,��� ��sl�NatoR �� ANNA N.
<br /> SEE Sh�ARWALL 5GI-EDULE � �y
<br /> ��`�I �n��
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<br /> No������5���
<br /> ��S�Cs�,��0� 5TNDI4
<br /> SEE HOLDOI:RJ/STt�AP BCHEbULg I-IDU5
<br /> �� � I �I, �� ��� � ��� �,-�� ��� ��,� � � � �,� 3'o.c. N,41LfNC� - SN�,4TI�IINC� c�zs� csi_�
<br /> TO MUD SIL�. �1'PIC,4L �4�L D�-rai� ���L=out 1 �F �HE��
<br /> 1�0 NOT �C�1��C 1/�"= 1'� EXl'ERIOR UJALLS �� ���,��T�� � �9t�� �IUNl�ER
<br /> G0�8PONDfNCs DETRIL
<br /> S+��AtH ALL �Xt�RIOR WALLS AS CJ�� UNL�SS NOt�D OtH�RIUIS�. � � 1��89�
<br /> �_,
<br /> ADJU51' CRAWL SPAC� V�NT9 TO B� 12' MINIMUM AWAI' �ROh1 �IOLDOU1�15 � �� ���.;r�,�` �'
<br /> , ��',��,��I. � � ��
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<br /> /�; � , � �� ��\�Y
<br /> Ti�USs M�R. S�Oi� DR�4UJfNC�S TO I3� /��` - V���� � � �
<br /> l��T��,4L ��1�(N���I�l� c�N�`r � \
<br /> � � � t� � � �=�� �� ��
<br /> fi ROVID�D TO �-�40DC-�� �NC-�IN��i�INC� C���YIT°'�' L.CJ�I� �'N�11`al.,��i�IN� _,� � � � � `��
<br /> , ,4S SOON �4S COl„ffi�L�TED C��,41`��, �OUi����"Ic�i�i, ��C�_� �� �T�I��� �,��y\��;° C�:���� i���
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<br /> _ CUPI'I�Sf�C`a1�4T-�2m15
<br /> lm1�DC�r �NC�Iht�E�(NCx, INC.
<br /> D� h1�T �4CC�PT �OR f��"IIT'
<br /> UNL�SS A�i ORiC�iNAL. �D ��A!
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