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+� _ <br /> I�STA18 <br /> CS16 <br /> M TS12 <br /> 4 <br /> � 59.3 � o <br /> Simpson Strong-Tie 59.3 `-' <br /> Stud to Band Joist •' <br /> a 16 GABLE END GIRDER TRUSS � <br /> o S91 DftAG TRUSS 250 PLF U.N.O. � <br /> � PER PLAN �- <br /> �-- <br /> � � NOTE: SHEATHING NOT � <br /> ° SHOWN FOR CLARITY U � � <br /> �' i Z � <br /> --- i — �, � . <br /> � � � <br /> 0 � <br /> LTP4 - � co <br /> � � 28'-1 3/4" , � � <br /> LTP 4 <br /> � �. � o <br /> , � � � <br /> i � � c� <br /> II � IC _ I II ' � � � <br /> GS16 - <br /> o � <br /> A35F o _ •� � <br /> o _ C7� <br /> , _ <br /> � I �. . <br /> _�. __.__. __. , •;� <br /> 0 0 . . < , <br /> � � � � 26' 11 <br /> o �o > �o , �o „s . <br /> _�._ _�� _. _� _�.— ---- ---.-- ---._.. _.___ __. _ __�_ . ____. _.� _____ � � _ _ S—� <br /> � � PL. � <br /> . . . <br /> . . . � . <br /> . . . � � <br /> two H2.5 � � T _ , � � __ — ^ _ — _ — _ � � L� � � <br /> A35F � � � � � � � _ � '-� <br /> MTS12 � � � �� — — — — — — — — — — — — � �i� ( � ° � <br /> � � _� I II I � � � <br /> � I I ( I HEADER LTP4 I ( I I U � ,� <br /> � �� i I,I I � � � <br /> Simpson Strong-Tie � ( � � � o � <br /> Stud to Band Joist -I-,�-i- � 2� � 2 <br /> „ PS418 „ , ,> „ � � RE: ARCH. 2'-2" ` 8'-8° f RE: ARCN. 4'-6" � � � <br /> SCALE: 1" = 1'-0 SCALE: 3/4 = 1 -0 SCALE: 3 f 4" = 1'-0 � � � SCALE: 3/4" = 1'- ) <br /> S S <br /> 0 TYP. NO�DOWN — STUD TO JOIST 0 0 ROOF ABO�E �IASTER BAY WI�IDQV�1 � I RQOF ABOUE UI� T E1 C �C D �1STR BDRI� y � � �`� � x � <br /> � �---- ; <br /> f rr � <br /> _ � $� � i � x y <br /> � I � �� � <br /> 2X8 LEDGER AT � � ^ NOTE: SHEATHING NOT <br /> W/(3) 0.131"X3" C� � � SNOWN FOR CLARITY � � <br /> _ x <br /> EA. STUD i � � � <br /> � . <br /> � � — _ — — — _ — _ — r � k . <br /> � � � .'..__'_ <br /> � � - — - - - -- - - - - - P�A�1 `� � <br /> 8 � � ; ���� f 4�_6» 5 � �� � <br /> S9.3 ( I MST PER PLAN j <br /> � � GIRDER TRUSS ABOVE MST PER PLAN 7 � l`�� � <br /> � I I S9.3 �� _ �a <br /> r(' I I � ' ' �� � z <br /> I I �` � . o <br /> I I � � PI AN °I e `��?�y . �,��ti <br /> I I � <br /> �� I I � � ' `��k� � <br />, - __ <br /> - - -�_ - - _ � <br /> U PER 18' 9° � � � <br /> � � � � U PER 18� 10" <br /> IVI Illi 1111 �-��,� 1111 1111 � ' �� - � <br /> : <br /> illl ilil IIII �-��-� Illl Ifli � �- � � <br /> P ATE 17-11 _ � -._ -.-t� _ �-� •� Q � � o�o <br /> � �� : � P ATE 18'-0" =`a "' � � <br /> _ . . . \ i , �1 `� ,.� � <br /> � E CNTL FLOOR JSTS. <br /> .I � O N� r- <br /> � �� ; W � <br /> i � . <br /> I I I • ' w o <br /> ' ( < 5 ��2�� 7�_9» 5 ��2» � � <br /> �( � � �o <br /> i i � � \ <br /> � <br />, 9'-6" NTS 2'-0° CANTL. BEYON 2�-2�� 8�-8�� 4�-6�� � <br /> 0 <br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'- " i p � . <br /> �� C�6 0 DETAI� AT RAISED TV (�ICHE ��8 DETA � AT U�11T E1 C �c D �iSTR BDRM F�OOR � a <br /> � <br /> , � <br /> � -� w <br /> HOLDOWN PER PLAN - a ~ <br /> WINDOW ABOVE HOLDOWN PER PLAN �_ <br /> i HOLD TO BACK FACE OF � ¢ <br /> CANTILEVER FLOOR JOISTS COIL STRAP DRAG STRUT ATOP SUBFLOOR BELOW POST— � 4X6 m � <br /> PLATE NAILING PER SNEARWALL SCHEDULE P �� � w <br /> � _� � <br /> i � __ � � <br /> 12 12 , - - - - - - - - - - - - � � - � _ _ TT - - - - - - - - - - - -- - - - ,- - - - - - - , ° i � �- <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - __ -. _ - � <br /> �j S9.3 S9.3 � �I_ I P A�1 PLAf� MST ABOVE o i z <br />, z � . <br /> PL�N <br /> I I � SHIARWALL PER PLAN - ' - <br /> � � 4X10 � <br /> B�KG TO TOP PLATE PER PLAN PLAN <br /> SNEARWALI SCHED. � I I PO�GH ROOF FRMG. i � I I �� i SHEARWALL <br /> � j Pq�NEL EDGE NAILING � � <br /> HOLDQWN PER PLAN - � <br /> SHEATHING HOLD TO BACK FACE 0 � <br /> I ( I i � I I POST �;�e HOLDOWN BEYOND � <br /> I I I I I COfL STRAP DRAG STRUT ATQP SUBFLOOR BELOW <br /> � ( I I II � N <br /> „ „ � � > » <br /> MAIN 8'-1l i MAIN 8'-11 . . . I — T - - -�� � - MAIN 8-11 � <br /> � � <br />� Illl ;; �l�a illl °I� ( IIII�JI I�ll Illl Il�l ;�11 0 <br /> , „ Illl ;; �II• 111I �•ll� IIIIIII�l1I Illl If1i �R�� PLA�rE 8'-1" �' <br /> _�LATE 8'-1" - �PLATE 8-1 � _ � <br /> Y� � �u`� , � I <br /> _._ — —.— • , ° <br /> ..: : : : : . <br /> . .'. .`:.. .'. <br /> �,J . .�. <br /> p •4. <br /> . . . . . . . . _..- .����� <br /> � � . � ; <br /> , � _ , _�,.-; , � �;, ��,��-�, � ^�l <br /> i t � � t i � t i� � a i � �V <br /> \/ CONT. DOUBLE TOP PLATES j •°° I o o I I o o `�� ; ; i ; ; � � ; ; ; ; ; �� <br /> �� CA TL FRMG. BEYOND � � � � � ' ' ' � ' ' ` ' ' � � <br /> : � � , ; <br /> 3 f 1 � 4 s : <br /> i i t i i 1 � I i i t Z 1 I <br /> i t 1 , I o�oa <br /> > » � I I I f It � ; i 7 4 � i i ( i t � i <br /> s—�0 2—Q � � � � >��r�_ ��L _:=__�==._r_ ``_ _�__� , 4� <br /> ENTRY DOOR I I I I SHEARWALL PER PLAN � ' ' � � LTP4 � 10" ; ; �� � �j <br /> � �� �_; i ; ;_ � CONT, DOUBL TOP PLATES ; ! �°� � ' � �__� <br /> - � � <br /> 3'-3 3/4" �� 3'-0" 4 1/2' 3'-0 3/4" 9� 1'-10" 10 11 � <br /> 2'-0" 2'-0" S9.3 LTP4 � 10 59.3 S9.3 S9.3 <br /> � <br /> » �r � �� �� � � <br /> 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0 SCALE: 3/4 = 1 -0 SCALE; 3/4 = 1'- " CONT. DQUBLE TOP PLATES � <br /> 9 DETAI� AT F�OI� T CANT'. 10 DETAI� AT E�1TRY PORCH C�G. 11 NO�DQW�I DETAI� AT Ef�TRY 12 ' DETA � AT U�IIT E1C �c D KITCHEI� f�00{� F�OOR � ' ° � <br /> ❑ ❑ � � � N <br /> : � �, <br /> � . � <br /> � � <br /> -- � I I I I I I 1 -��� FLOOR JOISTS ABIOVE I I I I ( � � ; � HOLDOWN PER PLAN • � <br /> SNEARWALL PER PLAN ` �- � ( I I I I ( I I �I I I I � G ( I ' - - - - - �� � <br /> 3'-3 3/4" ( I � � I � 3'I-b" R.O. � � �,2„ � � 3'-0" R.Oa � E 1 � ��� � 4 3'-2" R.Q, 7" v � <br /> P�A�1 �- � � <br /> HOLDOWN PER PLAN _ � � , �) � � T� � , I � � �I � � ; �" z � �-1 �', <br /> � � � ii ! � J II _ �� II ��� I_L J � � _ l J � O <br /> � ENTRY DOOR , 2'-0 1/2" j�(� <br /> I I I I I I I I I 2� 4� 2-2 '�, bJJ <br /> MUDSILL/ANCHOR BOLTS PER ; � I I I I I I I ( I I I I I I I I I I N z `�•/JJ I � <br /> SHEAR4VALL SCHED. �- 3'-0° � ( � P L A f V � �1 � � <br /> I I ��aN — _ —�_ _ _ = = llT , - - �� � T — =J= = = = = ll = = = = �_ — ! � � � <br /> I I. PLA�1 _ _- ,__.; �---;-� , SHEAR ALL PER PLAN , � � <br /> � o � � <br /> I I :: :: � � ; � ; i � > » � � � HOLDONIN BEYOND � +� <br /> I ° .. ; ; ; ; 3-2 R.Q. 7 § ; I PER PLAN � 1 -;-> <br /> . . � � � < . ° <br /> 2'-8,> �� �� �����, �_ , » >> » ; f � � ,� 4� <br /> � � � ' ; f t � ; � s 9 N—� � <br /> I I .. .. O . . ' �5f , 4 E j � � � � <br /> n �T , �T� <br /> >, I I , » �" �i' � � �� � � ' P'""°'1 Fr1r-� w <br /> � : � . ,; , .. H4LD0 N BEYOND PER PLAN �_� a� > » <br /> GROUND 0'-0 . . I _ � � � _._ _ � ROUND 0-0 �- � • � � ,� , ;.�_._ _4_� � �-[_3� � GROUND 0-.0 . . <br /> ��� � - - � N i�l I�I I�I I�I I�I I�I ;4 �� � <br /> II � II I I II II II II II ,� II <br /> � II l, IV - - - - - - - - - - - t- - - -I - - - - - �- - - - 1- - - - - - - - - - �;— - - - - - - - - - - - - - - II <br /> ����/ I� � �� I I �� � �� � �� �-i I I I <br /> S�t II� I I '� � � <br /> (; I I — <br /> �J <br /> 13 �ETAI� AT FROf�T SNEA�WA�� 14 ENTRY DOOR 15 HO�DOW�1 DETAI� AT E�1TRY 16 A.B. RE: SBA-3/S1.4 s 3 DETA I� AT U�11T E1 C � D DE�I ENTRY FOUf�DA 0�1 s 3 s93 • <br /> � � 0 0 � <br />