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LSTA18 <br /> CS16 <br /> M TS12 � <br /> Simpson Strong-Tie <br /> S9.3 <br /> Stud to Band Joist � <br /> 3 � <br /> S9.3 a <br /> o ° 16 � <br /> GABLE END GIRDER TRUSS co <br /> S9�1 DRAG TRUSS 250 PLF U.N.O. <br /> � <br /> Q ' PER PLAN � <br /> I r <br /> NOTE: SHEATHING NOT � <br /> SHOWN FOR CLARITY U � <br /> �, <br /> -- i <br /> LTP4 � � z � ^ <br /> I � � <br /> � � <br /> i <br /> L:TP4 ' <br /> � � <br /> �ii �. � . 28'-1 3/4" , � � <br /> a <br /> GS16 � � �� � � <br /> ° � I 1 I C I I I � a� � � <br /> A35F � I _ <br /> o a � <br /> , . � ____ ---- ---�- � ' ` �` 2 , <br /> two H 2.5 _� _._...-- ----� --- :-_- -__- i .:.:. ° �° ° �� o \a \ � � � <br /> ___ _ ___ . ____ _. <br /> A35F � ____._ _ �� — _ —. � PL. 6-11" � ��� � <br /> ,. . . . . . <br /> — � _ �'� � �� � s-, <br /> MTS12 � I I — — — — —. —. � � -;� <br /> w � � <br /> � I I I I� - - - - - - - - - - - - - I III I _ � � <br /> � � � ' � � I I,I I � � � <br /> � <br /> I II I � v � <br /> I I I I HEADER LTP4 I II I -+� � �' <br /> U .� `t� <br /> impson Strong-Tie I I I li I (f� I � Z � <br /> Stud to Band Joist <br /> SCALE: 1" = 1'-0" PS418 » _ » I�) r , �� 1�2� , �� � o co <br /> RE: ARCH. 2-2 8-8 ��2 RE: ARCH. 4'-6° � � � <br /> SCALE: 3/4 - 1'-0 SCALE: 3 f 4" = 1'-0" � � ��(j j SCALE: 3/4" = 1'- <br /> 0 TYP. H0 D0W�1 — STUD TO J01ST 2 � . : <br /> ❑ 3 ROOF ABO�E �IASTER BAY � .; ,� ... . �:,�:.,:� <br /> 0 WINDOW 4 RQOF . : : . . : .�� ., <br /> ❑ f ABOVE ��IIT E1 C �C D MSTR BDR�1 . <br /> � � x a � <br /> � ���� � � ��� ��_ �:� <br /> 2X8 LEDGER AT I I � A' � y n , <br /> W/(3) 0.131"X3" @ NOTE: SNEATHING NOT , ' '° `� <br /> � <br /> EA. STUD i i � SHOWN FOR CLARITY �y 3 �� <br /> — — — — — — — — — � '� ` �,. � <br /> I I — — — — — <br /> � � P�A�1 - - - --- - - - — � — ' - - <br /> 8 � <br /> P�A�1 � <br /> S9.3 � � 4�-6�� � �`�� � <br /> o � ( GIRDER TRUSS ABOVE MST PER PLAN r � <br /> � I I � MST PER PLAN ��,� � <br /> � � i 59.3 � � `�t� <br /> cn � a <br /> I I I � I t �, �., �. ' �� � � <br /> I I , I � PI AN °I . �a��� � ��ti <br /> I I � � �� ? � a� <br /> , . . <br /> � <br /> U PER 18'-9" _ - - - -�� . . � �� <br /> ( <br /> I <br /> ° <br /> ! � U PER 18'-10" <br /> : � � . <br /> I�I I�i I�I �_ � <br /> E 17'-11" ��' -- - <br /> : Illl Illl Illl <br /> P AT � — _. —._ —.�� . . . . � €-: I �111 �1� . „ �, � � �- <br /> _ � <br /> �_ � .� R ATE 18-0 �, � z o <br /> i Q N � N <br /> I I � . \ <br /> CNTL FLOOR JSTS. � � o � `� <br /> i � � � <br /> .I . � <br /> I I :� � � � p <br /> 0 <br /> i� � ! 5 1/2" 7'-9" 5 1/2 I �" �' <br /> � I � <br /> � � <br /> 9'-6" NTS 2'-0" CANTL. BEYON 2'-2" g�_g�� � ✓ <br /> f � _ » 4-6 � <br /> SCALE: 3/4' = 1'-0" SCALE: 3 4' - 1'-4 SCALE: 3/4" = 1'- " Z o <br /> _0 6 0 � <br /> ❑ 7 DETAI� AT RAISED T� �IICHE � � <br /> ❑ 8 DETAIL AT � � <br /> ❑ U�IIT E1C �C D �1STR BDRN1 F�OOft �: <br /> � � <br /> :.�� <br /> ► � <br /> — � <br /> HOLDOWN PER PLAN - Q � <br /> ' HO�D TO BACK FACE OF WINDOW ABOVE HOLDOWN PER PLAN � � <br /> � ¢ <br /> CANTILEVER FLOOR JOISTS ���� COIL STRAP DRAG STRUT ATOP SUBFLOOR BELOW POST - 2X4 m v <br /> PLATE NAILING PER SHEARWALL SCNEDULE4 X 6 <br /> 12 �2 � _, � <br /> S9.3 <br /> _ 59.3 - - - - _ � � - - � = � - = T � - � � = - - - - - - - - - - ^ �. _ � - - - - -- - T - � p � i � <br /> �. _ <br /> m � <br /> , � <br /> ��- _ � ��I_ � _ � � <br /> PI—A�I <br /> � � PLAN P�A� MST ABOVE ' � � <br /> I I 4X10 I SNIARWALL PER PLAN - 2 � � <br /> B�KG TO TOP PLATE PER ( E � � I <br /> PLAN <br /> SHEARWALL SCHED. � I PO�CH RQOF FRMG. PLAN - <br /> i � P�NEL EDGE NAILING I I i � NOLDOWN PER PLAN - °° i SHEARWALL <br /> HOLD TO B C � <br /> � SHEATHING A K FACE 0 �� <br /> I I i i ( � POST � <br /> � � � I I COIL STRAP DRAG STRUT ATQP SUBFLOOR BELOW �a°� i <br /> HOLDOWN BEYOND � <br /> MAIN 8'-11° � � I I I � � , <br /> � MAIN 8'-11" <br /> - _ _ _ -�-�- . - i <br /> ii MAIN 8'-11" � <br /> _ LATE 8'-1" �_ » Il1l ;; 1�' Illl °I�i 111111Iilll I�JI Illl � U � � <br /> � <br /> LATE 8 1 u 1�. Il�� .�1� � � (� <br /> _� { _._ _ _._�r . Illl ;'ll 8, ,> <br /> � • e �.•.•. •.•.•. .•.•.� � . . . IA{lllllll, illl. , r : , P�RTE -1 � r--a <br /> . . . . . . . . . . . . : :� , <br /> . . . . . . . . : . . . <br /> . . . . . . . . . . . . . . . . . . . . . .�. . � � <br /> ; :o. , . <br /> \/ CONT. DQUBLE TOP PLATES <br /> + .�• i' s—' ' ' z �_ --� ►'�. <br /> a O.i 3 i ' 3 I i i�I 4 P ' . i � —` <br /> /\\ ; CA TL. FRMG. BEYOND � � °°� i°° I ' � i i ; ! E ; ; � ! ; P C:,i <br /> � c s i t � i i i i i � � <br /> 6-10' � I � „ ' i � ; ! ; ; ! ; ; E � , °° � <br /> � � � � ; , , , , , � � , �� i <br /> > > � ��_o � � � ; __; _ � _.�� �E i � � <br /> ENTf�Y DOOR � j' � � ' ' ' ' LTP4 C� 10'- _�__ � ��'� <br /> `; � <br /> 4J <br /> _ �, I I I SHEARWA�L PER PLAN � � s ! ; ; � � i ° � � <br /> �} �_� ,_ CONT, DOUBL TOP PLATES ; ; �� � � � <br /> r <br /> 2'-0" 2�_��, 3-3 3/4�� 9 3'-0" 4 1/2' 3'-0 3/4" 9 1'-10" 10 11 ` ' �i <br /> S9.3 LTP4 Q 10 S9.3 S9.3 S9.:3 � <br /> SCALE: 3/4" = 1'-0" SCALE 3/4° = 1'-0" SCALE: 3/4° = 1'-Q" SCALE: 3/4" = 1'-0" SGALE; 3/4" = 1'- " CONT. DOUBI�E TOP PLATES <br /> � � <br /> � <br /> 9 DETAC� AT FRO�1T CAf�T'. 10 DETAI� AT E�1TRY PORCH C�G. 11 NOL�DQW(� DETAI� AT Ef�TRY ' <br /> � 12 DETAI� AT U�lIT E1 C �C D � � o <br /> _ 0 KI TCH Ef� �100�C F�OOR <br /> � <br /> _ . � <br /> � � <br /> � . �..� <br /> � T � — � � . <br /> SHEARWALL PER PLAN � I I I I I I I � � FLOOR JOISTS r��OVE I I I ( ( � HOLDOWN PER PLAN � � <br /> � ' IIII ! i II � II II II " � � � <br /> — — — — — <br /> 3'-3 3/4° ( I � I I I 3'I-p" R.O. . � � ��2�� I � 3'-0" R.Oa � � 1 � I�Q 4 3'-2° R.Q, 7" � � <br /> P�A�1 � <br /> HOLDOWN PER PLAN T � _ � <br /> _ ^ � � <br /> . . . . . , �— �I r 'i i r I � +— �I —f , � N z � � <br /> - ' � II L , � � — �� � ��II � � iI _ �_ � � � <br /> — 2a_4» 2,_2,� p <br /> ENTRY DOOR I i I I I I I I I � �-' <br /> MUDSILL/ANCHOR BOLTS PER ; 2�_Q �f2�� � y <br /> SHEARWALL SCNED. — � ; I <br /> � III II II II II II II III � <br /> PLaN 3_�„ � � N z <br /> � � .S� <br /> _ — _ —� = - = = ll - � = = �- _ = _ _� - = _ = �.� _ _ _ = _'-�= _ PLA�1 � <br /> � � � <br /> � � — — <br /> � <br /> PLAN � ; SHEAR ALL PER PLAN � � � � � <br /> I I oo - - <br /> ��,.. � . �i� . � . <br /> ` � a ° . . . . . 5 . <br /> ... ... s ' 3 ^ � <br /> I . o o _ ., -__ '."� � . ..— .. .. � : � 1 ! { ` 4 a � . <br /> - � � ; , ; ? , „ „ = i°� HOLDOWN BEYOND � F-�i „ <br /> � , I I �: 2'-8" .: � � � , � �> ; ; ; j ! ` 3-2 R.O. 7 ' � i°e, �� P�R PLAN F"".� �..�., � <br /> 1 5� 1 -8' 1 - 1 � � � � � <br /> ( � - t ' � ; d� <br /> � , ,o <br /> - .. � .. G, , Y , ! � � 4J <br /> � � <br /> N � i i i � <br /> � _ I I N .. •• ( � ��i..l� � 4 p � �ooaa - <br /> GRQUND 0'-Q" , � [�'` ' ' HOLDO N BEYOND PER PLAN i <br /> ° x ; <br /> - -._ �. ROUND 0'-0» ��� � � � W <br /> �� _._ -. � � , , �� ia.,, _ ._. � _� GROUND 0'-p„ <br /> ii r - � i � qi iii i�i yi yi � ii 3, � '_ _�' � <br /> �� �� - - - - - - - - - -� - - - - - - - - - - � � � _ ii - - - - - �� - - �� - - �� - - - - �� - - - -' - - - - - - - - - - - - - - �I <br /> �� ii I i t- - i� i- - i- - ,�; ii � <br /> /f/ i� � ( �� i i �� � �� � �� '� �� <br /> �5� i i� t i -�� I a i I <br /> i � <br /> i <br /> 13 DETAI� AT FRQNT SHEARWA�� 14 E�1TRY DQOR A.B. RE: �BA-3 5,.� '� �� ,5 � <br /> 15 <br /> ❑ NO�DOWN DETAI� AT E�1T � 59.3 �— <br /> Q RY 16 DETAI� AT Uf�IT E1 C • <br /> ❑ � D DEN ENTRY � OU�1DA ION 59�3 59.3 <br /> � <br />