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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�"�.�. &LTPS 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�� <br /> � <br /> � <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. � � �� <br /> ,��` � <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��� <br /> �s� . .A � , , -� <br /> . , . . .. . ". I � r+�"+ `1Ci� � ...�j ��i> <br /> I �s-�C i 7�� r� <br /> . � . .. , . I %���?it la �� �„���I'I � <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! <br />