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�STA18 <br /> CS16 <br /> M TS12 <br /> � <br /> • S9.3 3 a <br /> Simpson Strong-Tie �, <br /> S9.3 <br /> Stud to Band Joist •' � 16 GABLE END GIRDER TRUSS � <br /> � � Sg.� DRAG TRUSS 250 PLF U.N.O. � <br /> PER PLAN �- <br /> , <br /> � <br /> ' ' NOTE: SHEATHING NOT � <br /> ° SHOWN FOR CLARITY U � <br /> .' � Z s <br /> --- i - v � <br /> � � <br /> LTP4 � I <br /> � <br /> � o � <br /> , � � ��.-� 3�`�� . , � o <br /> CTP4. . ( . . . �i . . . �. . � � <br /> � � � � <br /> � II IC I II � � � � <br /> GS16 � cll o <br /> 0 <br /> A35F , .� T' � <br /> a --- - _ -. . �1 � <br /> e 6, ��, <br /> ---- --- -- ---- --- ---- ---- .�_._ ____ ____. _-_,._ :� <br /> ,. i� <br /> two H2.5 t� � _ � PL 2 1 � <br /> � _ _� �� ������ - � - -. � __._ .T - - - - T - -.. . . . �� � w <br /> A35F <br /> � � � <br /> ( � � ��� ( �' <br /> I , _� � <br /> MTS12 ( � � �� — — — — — — — — — — — — ( �i� ( � ° � <br /> � � � � I I _� 1 I I I � � � <br /> � I ( ( I HEADER LTP4 � � � � U � ,� <br /> Simpson Strong-Tie � ( i I� i I�I I � Z � <br /> o co <br /> Stud to Band Joist � �- -+-� � o <br /> » � �� PS418 � „ , „ (�) ! � » > RE: ARCH. 2'-�» 1/2' 8'-8" ��2 RE: ARCH. 4'-6° � � � <br /> SCALE: 1 = 1 -0 SCALE: 3/4" = 1 -0 SCALE: 3/4" = 1 -� � ��� SCALE: 3/4 = 1 - „ <br /> I I � �� � , <br /> � �1 TYP. HO�DOW�1 — STUD TO JOIST � 0 � 0 ROOF ABO�E MASTER BAY W f�DOW � ROOF ABOVE ��11T E1 C � D �iSTR BDR�) � �� I— ' � ��� � � <br /> — � � - U � � <br /> � � <br /> 2X8 LEDGER AT � � � NOTE: SHEATHING NOT �,� r� �� ,.� <br /> W/(3) 0.131"X3" Q � � SHOWN FQR CLARITY ' <br /> EA. STUD �t <br /> { r� � ; <br /> ( I � — — — — — — — — — — — — — <br /> --- <br /> i i , P�A�1 — - - - - - - - - - - - - --- P�Af� � � � <br /> 8 � � 4'-6" �,��� � <br /> S9.3 � � GIRDER TRUSS ABOV� MST P�R PLAN 7 MST PER PLAN �ti ��,� � <br /> o c �--, `��,�r? <br /> � I I ��.3 � � <br /> r a <br /> � I I I � � � � � . � �1 a .�' . <br /> I I � <br /> � � PI A�! �� ` �� �o <br /> � � i � � _ �� `zT� � <br /> � � � � .I � � ���� <br /> - . - -"_ - _ -`� . , _j „ -. . . <br /> U PER 18' 9" � � � '� U PER 18' 10" <br /> � � �---- <br /> ��� ��� (�� �Y�_f-; ��� ��� • i - - <br /> P ATE 17'-11" Illl Illl Illl F-�-'�� 1111 1111 � '� <br /> � <br /> : _ _ _ � � � <br /> _ — _ � i _._ --- <br /> t� 1 W �-� . . . P ATE 18' 0" � � ,l � <br /> I Q � � N <br /> � `q • � � <br /> � 4 CNTL FLOOR JSTS. <br /> .I , p � �- <br /> I ' •� ; � � <br /> I I °I : ' w o <br /> C I 5 ��2» �,_9» 5 �/2» � I <br /> ,I I f � <br /> � � � <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 � o <br /> [�5 �6 70 DETA � AT RAISED T� �11CHE �� DETAI� AT U�11T E1 C �c D NiSTR BDR�1 F�OOR > � <br /> , � <br /> � <br /> . . , . . . . J �' <br /> HOLDOWN PER PLAN - � � <br /> WINDOW ABOVE HOLDQWN PER PLAN <br /> i HOLD TO BACK FACE OF � ¢ <br /> CANTILEVER FLOOR JOISTS I COIL STRAP DRAG STRUT ATOP SUBFLOOR BELOW POST i 2X4 � v <br /> PLATE NAILING PER SHEARWALL SCNEOULE PLAN _ 4X6 � W <br /> . . . I � d =- � � <br /> 12 12 , - - - - - - - - - - - - - - - - - - - - - - __ � - - � ___ T - ___ - � T � _ _ _. a � i � F- <br /> � � - - - - - -- - - - - - - T - - T � _ __ - � T _ _ � T - - T _ r.� <br /> _ �i_S9.3 S9.3 _ � �I_ ( � �n � P A� MST ABOVE p � z <br /> PI�AN E�� 2 ;� <br /> � � 4X10 I SH�ARWALL PER PLAN � ' <br /> BLKG TO TOP PLATE PER L PLAN PLAN <br /> SHEARWALL SCHED. � � � POi CH ROOF FRMG. I I I � <br /> �� i SHEARWALL � <br /> I 1 � Pq�NEL EDGE NAILING i I � HOLDOWN PER PLAN � <br /> SHEATHING HOLD TO BACK FACE 0 <br /> I I I I I I POs� <br /> � ( i HOLDOWN BEYOND � <br /> I I I COIL STRAP DRAG STRUT AT4P SUBFLOOR BELOW '" � �T� <br /> I I I I I I F� � <br /> MAIN 8'-1i" � MAIN 8'-11" � — — —_ _ _ , MAIN 8'-11" <br /> � — _ -� . ^►� � <br /> ���i �� ��� ivi ��r iui��iivi iui i�li � i� �V � <br /> , �, �- ifii ;; ���: i��i �:i�� . . . . . . . . . . . . . . . � inii�iriu ini . . . . . ilu ;jn � _ O <br /> �LATE 8-1 • �PLATE 8'-1" � ° � 'N = �- _ � PLATE 8' 1" ]' � <br /> ,J � - - - -._� . . . . . . •o, . , ` j Q� <br /> V � <br /> � `�u t F l�vi 7 ! l 1 � �v� �i � � <br /> \/ CONT. DOUBLE TOP PLATES � i •�" I o o( I o o '°• i ` { ! ; ; � ; ; ? ; 4 <br /> /� 3 CA TL FRMG. BEYOND � ( � � r � � i , f � a � � <br /> , <br /> # I � ' i ; 't ; ! " ' � <br /> 7 t I � 1 t 4 + i � f S <br /> ( � � � ea➢e <br /> i E i � 1 ! ! i I I i <br /> �.�,.._.__.�._�,.. � n) <br /> t 1 I <br /> � � � 1 1 I t S _ i i t <br /> �—�Q� � I 2�—� i � I ; � ------- -__� � _�__�.�s_�-----�� i o00 "� <br /> L -�� <br /> ENTRY DOOR `' "- I I ( I SHEARWALI. PER PLAN � ; i � ' � LTP4 � 10 ; � o p� i � � <br /> CONT, DOUBL TOP PLATES � <br /> �_ �i —��_ � ? '_; ;— ` , � <br /> 3'-3 3/4" 9 3�-0" 4 1/2' 3'-0 3/4" 9 1'-10" 1 0 1 1 �i <br /> 2'-0" � 2'-0" 59.3 LTP4 (� 10 S9.3 S9.3 59.3 � <br /> � �> > » > �� � �� CONT. DOUB E TOP PLATES � <br /> SCALE: 3/4" = 1 -0 SCALE: 3/4" = 1 -0" SCALE: 3/4 = 1 -0 SCALE: 3/4" = t'-Q" SCALE: 3/4" = 1 - � I � <br /> �9 DETA�� AT FRO�1T �A�IT'� 10 DETA � AT E�1TRY PQRCH C�G. 11 HO�DOW�I DETAI� AT E�1TRY 12 ' DETA � AT ��1 T E1 C �c D I�ITCHEf�/NOOK F�OOR � ' � <br /> � ❑ <br /> : . _ , rn �, <br /> � • � <br /> � • � � <br /> � I I 1 I I I I FLOOR JOISTS ��OVE I 1 ( ( E � � HOLDOWN PER PLAN � <br /> SHEARWALL PER PLAN �- � � I I ( I I I I � � I I G I I ' � - - - - - � � <br /> 3'-3 3/4° � I � � I � 3'I-�" R.O. � � ��2» � � 3'-0" R.Oa � G 1 � �1� � 4 3'-2" R.O, 7" ^ 1 � <br /> P�A�1 � — �- � �.. � <br /> HOLDOWN PER PLAN _ � _�� -TI � TT- � �I I r � � �I �-r� �`' z � r-i �' <br /> ( � ��� �� ��{ �� � � � <br /> J L J L J L J L J l. J O <br /> ENTRY DOOR 2`-4 1/2" �(� <br /> I I I I I I I I I 2�-4 2-2 � bA <br /> MUDSILL/ANCHOR BOLTS PER ; � I I I I I I � I I I I I I � � � f � N z �J I •� <br /> S H E A R 4 V A L L S C H E D. — 3'-0" � i r S-'--� <br /> I I PLA�v —�i= - -� — - - � - - - - �� � - - -� - - - - �_ - - - - �— � P�A�1 � � <br /> _ , � � <br /> I I PLAN� _ ,=.; � . SHEAft ALL PER PLAN , , - . � � <br /> ; . : <br /> , , a <br /> I I .. . � - ; ; i :` � i ; � i°�� � HOLDOWN BEYOND � � <br /> � � .. .. ; ; , � s 3>�2., R,O. 7" ' i �°°o I PER PLAN � -+�-�' <br /> � I •: , ,> :: � , �, , ,� � _ ' ; t � 1 � <br /> � 2-8 � 1' S� 1 -8" 1 - 1 � ; ; o s� � ; °° � � � <br /> � � �rT r�Tl <br /> :o � , � , � ; , � = oo <br /> I I CV i y ; 1 3 � <br /> . 1� f { F ' � !'^� <br /> I ( I � .. � ... ( � I rt I � itJ 1 t i� s <br /> GROUND 0'-0" I I � ROUND 0'-0" �` „ � �.. __.�_;._ HQLDO N BEYOND P�R PLAN _�_� � GROUND 0'-0" <br /> ,�. �� � � � �� � �� � <br /> _ _._ - - _. � yi iii ��i qi i�i yi �s �i i <br /> ii ii i i ii ii ii ii ir .� ii <br /> �� ,; - - - - - - - - - ;y - - - - - - - �� , ; - - �� - - - - - ��- - - -�� - - � - - - - -�� - - - -:f - - - - - - - - - i �� <br /> s�' "' ' � � �� � <br /> ((� i i� a i <br /> �J �� - , � <br /> 13 DETAI� AT FR��1T SHEARWA�� 14 E�1TRY DOOR � 5 NO�DOW�1 DETA � AT E�ITRY 16 A.B. RE: SBA-3/S1.4 sg3 DETA I� AT U�IIT E1 C �C D DEN E�1TRY FO��JDA ION sg3 sg3 • <br /> ❑ � 0 ❑ � <br />