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1675 Selva Marina Dr 2014 Revision to Slab 4,i 1 P � i I . I � 1 1 t � I I I , , . I I I� . 11 I I I I I I I� I, I I I i I I , I i 1 I I I I I I I : , I i I 1 , � it 'I � � . I , I i I I I I I I I : I: I ; � I . I I I I I I I I : i I I ; I �I ! I I j,I 'I 11 [ !: , i, 1 i I I � � , I,I I I . i , 1 i I I , , : , i � I:: � i I I I I : I ��I i : I I I I I I I I I i I I I � � � I �I , I I l�1 1 i 1 1 ii I I i , I I, i I i I: I � . i : . I I : t �1 I I I i it,,-I ll��,�:�I !, ,;-, t,I I- i � I i I ,"I,[i,,�It I I ,� i, fl, , ,'i I l ": ,i, ,,�:1",t.I - I i It � 1�I . I i I I i 1� . I � � I I , .I � I I I I ll I, �I I I ,: . � I I I. il,� t I I ! I I I [ I I I I I I I I 4�!7t � ;, I I I � : " P (D i I Ill, : I I 1�', l i ,I I I �� il , ISAI' ' I I I I , i , 1 1 ! �i l � ,: i 'I I li i �� i�i , i i I ,i (L �: I li I � I � I I I I l , , 1 4 1 '. I I I : I 'l i, it,i i i I I, I I I�, I . I �, I I i 4 l i I i i�i ,I I� ,i� �� - � I I I I l -I 1; , I (L (D t � I - I ilt - I , ! I I I I �i � I . i I � i I I I I I , Ill I ��,�j,i:i 1 1�, �� 1�, i I < I I I � �ll k I l � ,�l , I I Ilt:t.i , I li�,! ,J� , � I' GENERAL NOTES ALL—THREAD NOTES I I �i 1! �,A,_��,i_i, � � I i� , ` : " :I , 4: 1 � ��i ,i,�� ,!�, I 4 i it I I �i �li k !� , I'll , ` " � 1, I I �, I I i I � �� ,A" ; , ;� I, 1, i it I Ill, i�,,� I .�Iij li��l,, ,,�1:111 �� -lit, 1; i , . I I , � , . i I � 'I iil� I N:: 1:1 !� T (9 1 1 if I 1�, ,I I;� ,4� � I I I it t 11 ' 4�ji 1 , 1� , It: i 1 : i ,� 11 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR � I I I I .,; � i , it I:, : kj li" i[ �it i 1 jl�!' � 'I I I 'i I I , I' i I � >- 3� 1 1 1 11 I , i I � , 1, i � il �T�I f I � I I i I " � � I 11 I I . I I I I , i I I : I I M (D lit I I � , il -10. I , I mi t t I !��T ldi]� ! I � 11,�� ; !, il I� � :%� 1 i�l� ill � I ,v�i t ,�[1 ilil: I �l i I 111 i EDITION,ACI, NDS,APIA AND ASCE7 BEARING WALLS,4'O.C. IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. I I 11 �. 1 fill I '�l�!�I, ;� I I I ill 'n , ! �,� �li �1: U I II,1 � :;��,�, I I 11 I � I I I � I 11 ,, I'll I, ,IT,[,,I 1;,, � - � 1TI, JI-i' ' It il� I� � ,,�ij,l 1 �I �11'1, II,P,,1T,tiiJ I i'l, �i I I Il I It , , I I - ,',, "I ". d I I l ]if I I I 'l,�''[I 1 r liillill, , 1, i� IO 4, Ivit , i! ; lo Ili I 11'I,li, 1;lift I 1�' " , I k I iij f '' 1,I!ji, ;I I 11 , ,,, , � ', 'I I I ' ' : ii, I ; �: 1� I , I I I I ,I, ,I I I I I'� w Ill i,I�,fill I I 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE !9 I i I � , , �. I ,,I 1, [, I'I, t Illi it , �1,lilil I-l"i 'll.11 ,;,I, it,11'I l,"I �l I' ,i� I� I t I I , J. i��llli',� i ,,� I I 11 I �,., 1,� �,��,:,rll!�,l ll��l,"'.,il`,;Iii�',,, �,,�,'I 'I_f:I , , � 11 v I I - lI � ", I �il. '' -,:, , , !�, > i" , , ,I, �I ',`,��l�! lf��'- `Cl,il�:�1,�,""; �i" , �' I I 0 W "�, , I'" I,,,,�� lil_qi`��I:Il� ,:Ii'; - . li��lll,,, .: " �,I l,� , I� I ,�,_ �._I 11"!Ii'll CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. I ," '� I,,I� ` , I ,,� I - 4. � " i, 1'�Tl �,IiI , I Ti, l I ,�, , I-1 1 . I I � ,,, J , I ' 'I :ll ,:�, I :�"",;Ff�$,, ,�, , 1. It 41 , I t llj-�,l ' ' , 111.�, "�; � � - , �,�,�,l� �� ,�, I . , �[ i,,- , - � , , It' I 'll , I 1�f,,, I :1 �, I . �,Il� I . I _ , , , , , I I -, � '' ,,"I 1 ;� I, �'' " l ,I, I � 1, I 1: � 1, ,t�ii, 1',� ,, I � � '11. dl�l 11 i, � i . I � I � 1-1 i, "j, � 'if '.. I it � 1�%,., i I I � li,� I la , 1,� j - �, � ,I, 1 � �,T 'I lI 'ij I W ill . �il ,I I ,�ill, ,` I : � f,li L'� I,'' 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF z � , I 1 1 � k�, I I I� _ � ; I I !'� ll�! i'll it ,,'III ' , �"�� I I � ,I ,I ,I I I tj : .ril i, I , � I f L I . � I � .I � :I I''i I � :p,I : I , l if, It[i � � '�j I� 't � : 'i 11f I COMMENCING CONSTRUCTION. I I � :,, ! :1 1 ,, I I I :1 I BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 1, If i I I L 11 � i i� : I I �i ,if i 1: j ,� 1, I � l i. 11 i ;�,I : � i, . . I. I ;11 Ili! 11 I i I I il Ill 1� �'�� i l i I ;�� ! ; i z I - I . I , I , - I I I �� 11 . i . , � i . , � LU . � I I �l � : !''I� l . �5 2 : I � ;fll� I I ; � ti I I Iii ; � �: �i� ,q � � : � I I I i r I � I .. , I : I I I i i I � l�T '��i,! I ,i I 'i I I �i5 it 'It � 1,�I it : I � � 1 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) wo 2 - I , I ! , �I_l , I l, if M I , I! � it it ; � i'�� :I I I 1:11 I I , ii � �l - U , i�l i, l :� 1. .1 I it I 1 i i 71, 1 E Z 0 1 1 � I . � v I � , , , �h-l- I 1, i i; I I [!, I I I , ,� � i�'i t,:,l i` � :I THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) =3 � � , 't I . I I I I 1�i � I i , � 1, I I I : , "I' I I I � .�i , ! � .� i , [ l�:i I 1, 1 1 it, "I : , I i�i 4! 11 ,l z - of I � � i, I. I I It 11i: 1, h :l 'il I 2 1 it F'' I I I ,;I 1, lJ� ! d I I , , � I I I I: ,,, , ,� ,� i , � -0 l I 1, � I ,I I 7 3'� ; , , 1 -" . : I I I 11 i, I I I ,]I I 0 I 0 - . . . : i I it � I I , � Ill I: I 0 0 :1�i I I , III OTHERWISE ON THE PLANS. I I : I, ", C. PLACE CORNER RODS , : : I� � �!,� 11 I if I i L! 1. � ii , , � I: ; I . I I III I , I ,I I Plif, I : I I L � � I I I lll i;11 i , ; l' , i _-) I � I , I I , - l I � I I � , l I � li "; j,2 il .I I , I �li I : , i I D. PLACE ALL OTHER RODS. I 11 , ''I . I, � , t I ; I : I, I 1 I , , I I t,I I �� I �,i I I 11 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE . of � I � 4 I : � � i 1 t I� , illili I I I I - I ,i i I l-4 I I I � � � , I . t I,�[1 I : i J !I I : 11 1 I I " I 1, , � n , �...� � ! �, ill 1; , 0 � :11 1 I � I I I W . I . I , I I I I. , , I� 1, I Ili i, �it I , i :Ill,I 1 J,� jf il rj � I ; ; !I l OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY � W � I jj1j, ilk HII,�If ; 11 ,� I , �1 1 � I Uj I - ; f� I, ,I 1 i I I i 0 II 'I.I..�I il� Ill)fflolil!,III,!it I it 'I I ; �i�ll,I 0��I I I I, r� 1��I ILI I I?ji J' , I 'i I i I I ! I I I - I , i I ft I I jl� 1, il,t i � ; I I . i I I I F i�i , I I A , kil id);, !i I � ), li� IC :I I i 'I li SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR "IALLS AND HIGH Ln I 1l: I' 1 li, I I I : c� I I ": I � �� I I 1'i� �I I �I� �i",I I I I : ii ]� i i�� I I 11 11 I I : I If 11 , , ,I � I ; ; I I I I i � 11 I I fl 11L I I I t - I i 1 I2 1 l ii , � i il :i ( i[�[�� ! �!,I t' I l DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. I : : I," ,I I I I . t f, �I' 1[" L Il ��t 1 l L i I I - I i ,I : �t � I � I � , , , I , I I U I . , 1,11: I I fl,: 11 I I �11 :,1 �i "ll , 1 ; � " ,l� ,�; I Ill - , I � . 1,f L , I ':!� Ill I �I . , I, , ,; �......,i ,,, �,[.1 I i I I I .,� : � ASSUMING 200OPSF SOIL CAPACITY. I lit � �R !:, "I'll, I I � i, * .1 � � ,I I it , ' ' , ll'i li il I I, � i 11 I, I � � I , ,it , � ''I , I I I :� �ii� I I I I , , , 1 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. l�[,r ij I' I - � ,L it 1: I �I I I � , 1 i I ; 1,; Ii , Ri � � jj�l I 1 1 11 I I , 1 I I'� I I, I 11 !�!, ; If 1 1,I I , 1 �t 1l, I il 1 1 Ill t i i , I ": I I I I I i A � � : 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, I :It � � � f I I 11 i31 lit� ,I� H I I ` , � : I I I I I I: I I I� 1 i�!i ! 11 I I 1 �"I , i � ! I : jl� I I 11 I I I I tl'' I J��; lt i 1 !I I , , Ili � it , , i o ob I I I I jil " "ll, i I I It, 1 i I � " 1; I 1:, I I 1 � i �, � i -1 : �fll��l I I k, � I t � ,. I it 14 1 , I l ri , I I ! it �i:��i 1 Ill I � :� 11 I Il �� 1 : :� I : , I 1 , 1 I I I I , I t I i I 1 l!�i i, � r I I I i, I I lil, :I J � I , I i I t' 'I I '11, f�, i :I I i I I I � " I I 1 . � �! l Ili I t , I I THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: I I 11 1 I t�"I I,-, 'I I �i"` it i ; � i� ,i � , I W i � � I - lit 1� , � , i I I I ii �, I , � "I�', 1�1 ll i : I : li,I H I I I I I : L : �!I I i I I I l .l 11 i I WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. . . L. i I � , 1:i4 1 1! i i I I , ,- , I ,; i � 1,i 11 ,�. Ii i[,!i 1 I,I I fli � � l',�l I I I I I i I ii , ii � I I', � IIi i i I it �11 �17 4i 1 : I I 1 i I tjli '] 11" 1i I�li, 1i I i;I� ill- I i l. it , , - 6"-TYPICAL WALLS, MONOLITHIC FOOTING � I I � I I I ,,�q� l tit : i 11: I I it I I ; I �If I �111�' �Ij 1 ,it , ill I I 1. � I l Ili - 1_1, 4l�� I �t . I�: � r I � I I I , �:I[y��`ii� 1� i, I i I 1 i i I i � I I , . i I l:�jj I l I , I I I I I I ;1 � I I I I�ii i1j, l ! i . 1, � lit i 111 �i ! ill,I I I I I 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS, STEMWALL FOOTING T: I I I "I i , I �1'11�, I I il� I t : l 11 I i I i I I' I : i i I�� !III i I�I , : ll( �l It l'il , , , 0 I i�11 � r I I ii I I .. I 1 1 i,],� 1 'I I l ,ti, I y,� , ''I I� ,I :i ,i 4 I I �i iii EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS I L I I I I ll . , ,4 " , , I� - Fn �i I i �J� I�' fil I I i i il,I I I jI I I [I :i[ I �j�, ; I I I 11, ! I i 'I I, . lt 1�l' I 1i ii �I''i ,� , : [ I I I. I IT�I I I i I ill t I I, 1,if, I I . I - I , I 1 Aj,�jj:�l ;:1 � '[, f i I I I I!, !,I ,I T I [� , I 11 -111 I If I NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY I > C5 1 I ,: I 11 I ' 'I � I I -, i I , j [ , � 11 I'll, 1 il 1, ,I��'i I i.fiilli,i, I I I I t ,', ,i1f I j � 1, fil j"i il I ii"I I I i IL I , ,I l! 11T lil I I; . If lL INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN � LU Z - I I I I,,, I I- 1. � - 1,��j�'JL 11 ,III , I lit I i I , I I 11 I I fl� I I ; 1, l�! I I 1: �it I lit. I � �, I, I � , 11. I' 1 lill 11 � i "I , L 11 I I I ', � I I I I t l'""IlL I'll I 1 !: I � iil i i i III I ll� ,:.I t , 1, " I lit, I, , I , I IN 1�1 I ,;I 1;1 .1 I ,. 1 , I, I liflil ,� I i'll% I 11 � I � i I i_ DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. i I I I I I I I � I�jj,�l�` : I i ti 41 I I i,�t I I ii I I :1 I I i I I :� li I i: . I I I 1 1 � I �i Ill, J ! I i 11 I lli� � 1" � I 0�� It ,I � I I I I , I � .I 14, , 01,� , 'I'll I I ", : I 11 1; , ,i, �,��,, � i, I i jil I ILI � I I'll, , TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER t I I I I "I I A � It .: I t ,I 'I, , " � I ,, I IiI:I:I 1, I I i I I-I, ! ,j I, I j:!1 I' , ; I; � it I �11 f, , l�,�l` il� I � I ! "t, I it if : ll � ) I i!I I - it, I l I : !! , I ,I ; I kdil I 1 . �ll :1 I 1�� ii 1 ,� I, � I I � I � : I �I ,I ,,, MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. Ili I I�i'' 1� i I � 1 1 1 1 1 1 1 t :,It t I ii,,, 1 0, I :i , I I I , :: i 1 , 11i l I � - I i I ;lii,,Ii ii � 11�:: j i I i,� ; � , li� i i I : � I I I I ] I,; 1" , I � I I I l I ! I ill , -1,� 1,� I CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE d � I �1:11 'lit! If :lf, I j :, , � : I I It" 1 I : i il: 1:1 I I I � I Vi i'! :111 It Ill t I ,"I i �,i . I I l I 1 1,il I ,, I : :'] 1 , I 11 I z I I ,I � I I , �;11 ['' it � ,i I I I[ 1� il,;I,�It :,1, I : , 1 ' . � I 11 I � I il! I 11 RESPONSIBILITY OF THE CONTRACTOR. I I I I ,I I � t, 1 I t I I I l ;111 11 I 'L , I I � I I, H 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS I I Il '' I I 11 , � [I !l , !, I � I I 1�1 1 1 1 1 , I f w I I t I t lit I ,; . I . . I l I ,� I If, � I I � �� I 7 '. I � I IL� 1, I ; ", I , I IT I I'l � , �:' 1'��'�,I L ' ' , f I 1 1 i � I I ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW I I 4 1 1 1 I , � ! �., I i �' I I I I I 11 . I �1 Il l � , I. I i it I I ,� i I A I ; I I 1j) ! 1 �� 11 � 'li , ' ] � : I I I , , � I I . I I I I I I I! i, :1 'I I .. I CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" 1 l ,lit .1 I [I I l ,i, � � i I I I , I lt � 1 l �il "1 I q � I , i I I � 1 : ' ' t, :I i I ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. - :j:�it',I l i , 1, I I It I I 1 1 11 A I kL , I I : I i� I I i � (/l i � ; � � i i I i I � Ili i If it I I it : Ill 1 [I � I,'[ I : 1, �:, � t ill I I i I I � I 1, . : , � ;I I �: � I I,I 1I1!',_"1 l: !;I,I � �i! ��,! 1 1 i l 'ii 1 . I - I I I i I !!' - I I I ' 1 , I ,If � ' I I 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1 I � , 11 I I I I � � 'I I I I � � , '' I ; :� � Il I !I lit, �� I ill I, ill I it i,:I�I 1 j ,�l I � I I � : �I i �_ . 1 I I , I , , : I;!, [�1 i [ �� I 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 0 l , i I I :0�i I I i Ill I � I�; , � it I k 1 11:�� : I� I 1 i� 1 l : I ,; : I 1 ,I � - I I I- ill I I 1�I:i,I�_ � I i I I � � ll� 1; �It l:� i I I i ,!i Ii , � , I I I,, I , 1, ,[ I I " ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM l I ;I l . !I: I I I I ,I I I I I z �i , � I I I ,�� I I I I i 2. I W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8 . W < i I I I 1: I , i I 'il , I i OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 () > 0 1 i I ,; i � I i I it I I, Lii -, i� t I j � : I 11 t THE USE 0 1 f -1 It I I I I 11 � I I F FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH = 1/2". , tl I ; : ! I�� : t L I 1 71 i I , I ; I I ii I I I I i I I i � I , , l AND 5/S5 FOR STRAPPING ALTERNATIVES. , I z I i IL ;! !'' : � � i , 4 I I I I 11 I I, � " I I � I . I I , , 1 � ,I :I 1 I I i: I I I I , I ,I I 1, ! 1 l I � I It I I I ,� I 1, I ! i , � � � � - � I : � � I I I i I it i � �t ' it I I � I � : i ,i I _t I i I it ��; 1 3. SLAB THICKNESS IS 4', UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED I I I I� � i i I :, I I� 1 1 � 1 , I i , 'l II I � :� � I I � L I I EPDXY NOTES _j ,it ,I � , I ll I ll i '� l I : i ; li� ,,, WI , Li < I , I � 5: i , OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON — D ill I I I I I �il: t ,� 1, I l I I I I - z LL : l I I � I I , , I 1 i I ,I , I I j, I I''' l li, I 11 " � 1: i ! i ,, I I ,I I - I I I 1 I' It I l Ill_ I , I I il I i , 1 I I PRIOR TO POURING. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER I it , ��l I I �, I t� z 0 , 11 I 1 1 , : I I 11 2: I i , � I i , lt� , I��i "I 11 � I . Ili I i 4 �,� ill I i j! !j f I fit I i j I 1 I I� I I I , 0 I III ; I !� I ,I V I It' it L it � , I I ', 1 I () I , ,I 11 11, i I'li I 1, �i ,- 1, I 1 � 1 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 0 = < 'I, t I I I � I I 11 it 11' f� I `�� I l j l' ' � I Ili I ' 11 I It '! , ill, I , t I i:, ! ,,,I 1 I I 1!: 1 1! I 1i �, i 11 , I I i , I i� I � 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, ", I , , I i L 11 I � , � � � I 1. 1: I �:,� �Ii � I t i I I 1 I tj �1 � � , I GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2 LLI I ill ,Iil�i, �i , ill I �, I , i 'i I I �I:l �f I, �� , , et, ,I Til ': , 1 i I I I I I : i,4 I iV li I, Ili li , ,I i,''�! � I , < co 'I I I I I I ILI; I it ;, �I 11 I� L i I ,it I ) I 1: , 1; . . 'it I- i - I I � �'11 , it �ll I � I : " 1'' ,, 1,I I ! I 11 h�t . I , I i ��I � I.� I� i i i l�, MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE . MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE (D (_) > C) J� : I ,�;. � I ��I 11 1,1� I 1 � I �� COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 1 0 0 i I l � I Il��! li, 1 I 1 . I I i 11 i 11"!I� I 11 , I [ � I 2 : � I i : l I III " : 1 7 111,I � , I ,I i � I'. A I I � I, , 11 : I I T i I 1;� I I FOOTING. z < _j , I � : i�� Ill, I I , , i I I , 1, ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: l I 1, I, I It l il j,l:i 1 I I 1 i I , � ;-I I j� 11, ll� : �i if , � I I I Ill Uj I.-- , I � I i I I I �I � I , 1 � I � � I i 1 1 1 i i I I l� � I I k ' 111 J 1 � 1� I it I , , It" ,�i I ,"' � , ,I : I 1 1 t 1� i I I I I I I , ; I I I � I C2 : - 1 2 1 i I 11 t !i�,� I ,I�i 1 I, I"� I� I I I i 0 : 11 [ , 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-AI HILTI HY1 50, HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. I I i� ill, , ,I i4 �, � I ; �It I I ill .� I I I 11 , i 1 I ,I L0 I I I .. I I, I I li � ill i I � l , I < Ii I fl I i ll I i I Il i , I I I ;l � i i I I I x I i I ill I; I I I 11,1I i l'il I ! I _j (0 �_ . I 1, ii][ �,,,, I ! 11 1 1 — I . ll 'i , l I Ill� 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", T- < I I , i, i it 1111 I- I , I ill. 1, I : , 11, ! I I i�,'�I� 1 I i i�� iii, 1:" I , I , I IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS I l� . I � I I . I , �I , I I 1111 I ; i I 1, � � I Z) , I I � ilill� � 11 �It!11,l,il I 1 1 1 ,It I I i 'I l� I l ; I!, i it I '' I 1! � I I . WHICHEVER IS GREATER. 1� I I I I I I I'll, I I I I I I i I i I . I i 1 : � I I I I ,l z � 11 I; I � i I i co ) I - :I Ii il : li i,'' l � I I I ACCORDANCE WITH APPLICABLE SAFETY LAWS. � I I I I I I, i , � , it, I 1, i lj 11 I i ill�, � I I I ,, I I I l' I I i I I I AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN I � I I I I I ill �I' ,� I I � , I i�� : � , , I 1� l It l; I l I I I I i I I I I i , . I I i l 1, I I I I f. 11. � I I I 11 I , : I I I I I, �, I I Ilt " l� L � 1 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". � ,11 I I 11 I I I I L I 1, Ill I I I' , I � I I I � ,� Il I 'I l 1 il, 1 :; I ;I i 1 i 11 " . 11 I 0 l I I'�� I 1, i I ]I I I v�, �-1 I III I �� I I � I � � ill 1 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 , I it I it 1 14 � . I I l llfli I lf,lli I I I I i I I' It � I f Ill I : : I I �: it , � 1, fli It I I I v. lj � I 1, i': I I 11 I I � : ;'I I � i I I I, I I I i,,� , I t I �� : i , -, I I I ,�, i , ;I , i I I ': i ! lf� � 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 0 1 11 I I I i l''! I,,, A Ii I'l, i I 1 , �L . � i , �I I i � it I i, I j lij ,','[ , � li i ll:il� i i : 8.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH I I ii I [11 i 11 : : I 1, I I � ill ,� � i 1111 i ]': ! , , , I I' 1 .1 PSI AND TENSILE STRENGTH OF 2,300 PSI. W ii ;'I I � I i I I : � it � I il I' � , � � L ,,�1 �i : i it � I , A l �,�I I "l, i'll, !I � i �ll I I l� i :I 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE i I 1 1 i �I �1, ,�l�j] I � 1 1 'I I � it I ;111 ,:t T li- I�� 1�11 !I i �i, � 1 I I ll 0 1 1 1 l;, �ii, �I I � 1�l : 1 1 i : 1 1 1 Ili �It ki ;,,:,i l � 1 j [ 8.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY I , l� , 'I, T I I j"I Ill ,L � 1- , :� � I I ]111�1 i �4,, I i I ''I J 1 i I� I I 0 DIAMETER OF THE STEEL MEMBER BEING INSTALLED. , , �!1� I I :1 1; , : I i I i I I 00 I � � I I ", � I , ill I � I , "I i I I � , I :1 11 REINFORCEMENT. - I -� .11 , I'll i ,� I , i : I � I � �,I� i I" , , 1 L - ,I I � � �� ;!l I , I , I I jIt " � I I I I � I I I I ,, . I 11 1;j, I I!�, t I �it ,�!�� 1� I I ,I I 11 I �I I I I I 1 l I I �-I ! I , �, , l,i I I it . � I"i 1 � : I� . Ill!:I . I I il l'i'L I��i lit' it I I k I ,� : I ,: 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO I i � I I I I I , 'I i I I , : � i I "I I , I I :,I I I l, I I I , :: ,�, I I ill If' I '11 I,,ll�,� !"i 1 � I I� I , � �i�: I I INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS I ; � � it I � I: I 1 � 1 :� li 11 i I i! l:;L I 1� 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, I 1� , I' I I � I I I I I 'I �i ��.I ,�I , , : i , I: 1 i ii� f.1i 11 if i I ,I i i I - i 1 I i, � , 11 i i L I ,. I' d � 111'', ,I il It ,i ; , I i � I INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE LAITANCE, DUST, DIRT,AND OIL. I I 0 11� I I 1 1 !i I . 11 � !I ., i "I - , J�ji:fi, , 1� ! i� I i I , l I L, I 'I , I i 1, ,i: I I I � I � It � I , i, �� I!,,I!�_ , I li I , �� i� l, , i DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. ,� :�, I'� Ili I I , I � I I� I L I I I I Z , � � 1 i : �� - I Ill i: i! I . I 11 it I � ,: I I .1 ,,, !i] I �' , I I I ;, i i I I I i I:l�i I'' � I , �` I I I i:I I I I .. -0 0 I � I ' I, ,Ill I �, � 1 15 i I I: 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE �� >1 �� _0 (D ,0 I � I it ELI I,I I �I:I I �! � , hid 11 �,l I 1' I I :I'� I, 11 jj�,i : I! I !I ;� I , i; � 17 : ", -0 III I a) I , I I I 'l I 11 , li� 1, I i I , I �i ! !I - 2 -0 `� I , I ;I, ' it I I I I I , Vill ! F, f I � i � 1, c�tit 11 I I I I I 0 I ill I 1:1, i 1 I I 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF lit, c of _�d t 1! 'l t i 1 1�, I ,I! ,. :�li I i I I 1 L , Ili MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 1:�, �: (D 3: > 3: - I � q 0 2 (D ,� ! � � l� it �,l ! !� I I ;� 1 4 0 �13 A � � '!I I I 11 I , t ,�,j� , I 11 I STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS `_ = ca. ca I � l i I I I I Cu a) CL - I I 'I , if, ,11 I i i i I ii Ii 1 ll 1 I It I I, I I I t .1 , I , � , Ill, 11 1:Ill i lit ll�I , t ', I 1 li ,:ll I I PROJECT. A'-NOZ&R - A i 0 C) < 0 1 : I ��11�, ,l � ;l!, 1,� '' , 'I I 'I _ I � � It , :�,�t� it I I i� , .IZED FROM THE MANUFACTURER ATTESTING TO THE I- I I ,q IRTIFICATION - I ill, I , 1 ��,4,'X��IP4�'k,fr�,�l,.,,��",�6,1��-�'I , I I � I 11 I.,t--"'1 �71'�11-11-11.--",�.��,,�-"-��I.",', - 11 i I I ,��,1, �,�� ,,�:� ,i,�. l, , ; - , 't 'I, , � 41 -,,'' �, I I - I I I , �!;'I' "�Ol`iIi :il!L�,, ,-_iI�I;�,i�,',"I'; , I` ,"R)A RC,k ITECT ALONG WITH THE PROPOSAL TO I . i,,,, I I " "I , iif'��,I-�, , lt,c , �,�11 .. 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF �� . � jj,�j'�� ,,ij�',i I" ( - , 4,I;, -I BM . � � I I , . � i :��I'' ,;L'ti�l': �1: I I �1'11:it_ I I I 11 I,� "I,,� � '-,,,, 11 I ". . f "i ;,i�b .1, .li� 1, ,,�,,.,,_ , ,�Z, I I 11 "i III t�,I,�it,��1-�� ,��i�,,,,:' 'Illi i ,,��, ,� , TRAINING SHALL BE SU ITTED TO E'EN NEE I I , 'I e,� i . , "I I ,!ll�-,I�"", il,z, 1; ,,, , _� , ,lit y , , I. , �1;11,,I�,� :, �,, �, ,� Ii, , - �,, , I,� `�" I I i , - i�,""'L ill '',� ,I � � 'll , 'L " '',- , I DO THE�WORll -l. 11 I ,� , ,:.",% It, I r -'11 ,li ,� . L ("I,�I I� ,"I 1 ,,�l, ,'� -,�,� :�� , � I, . I I fi�l� % , f. , 1[- ,'I,i�','� � � " .. . I STEMWALL MUST BE FILLED. � ,,, ,l'�� 1 ;, � I v 11 % I -f,, ,; , -, � - 4 � 1 � I ; I� , I, ,. �_ I i, ; . , i' ' 'i,Ili I 1�� i, ,,� 1. � �I l,;":)'I. �,,;,�., .1 , �� : ii"', - , I I � I '-' , ii'��i ,''��, "�;"";""�" ,i 11 , 11`1� - v L'�, "f, �!_ " I l - P ,I I " , .� � I t I �,1 2 _ ''I L��; ,� �� . � � I ,.i ,-�t. �,l , I I � � I I I 11 I " : i I � � "'�: t�� . �t t''v,� �� ;Ilrl , . ! I i , I � � � 11 I ;1! - ,, 1, - '. , I I I I I , :, " . i""'1,":1 , " I , ,' ", l�j,'�, I L:� � t , 11 , � ..,� i, � I I � I, ,, .' , - I � � I ,' �t it I �.�,t � . "� �,i:,.'� , I I r -; , . FRAMING NOTES I I I 11 — 11 L. I li t j " �- ;�, � i�- i t 1.11ii �L I I i� . I � � li�,,, ' ' I I ,�', I i I , , l I 11 i i it L''! , , I 'l I I ) If , �t, , 11 �:I :, , , � I I ,, , I ' 'I' ll" 11 Li� 't 1, It Ili I 1 � I � lt ! "I : 'I I�� , 11 3 I'l, � I i I � I I I I I I I I I ,"': I � 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING I ��I ! I I II I I I l , I I : I ,� ; : I I I i I I I : i i � i �i 1 I �, � � �!� j � A , 1 " I I I I I I I i ; I I I I I I, I t I I Ill t: � : . I I I I l k' I 1 1 :_ ,� � I I I I I I L . CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD t I �1! 11 li� I I I I t I t I I I 11 I : L" I I � I I I 1� ''I i . :�t t 1, I :1 I I i 1, I I I '�,,l� � I i U) I I i 11 �:�li� � I j I I A I I 1:,� !, I i : t I il�, 1 I i CONSTRUCTION. � I I I :I I'! liH i 1�� ji'l I t I , �I l � !, I � 'it, i : ,Ill!,��', . il � I I I . , I I I i I � I 11 1 I I I' ' i it �4''i�� it P, i I I I I I ZL I � I . , I I I I li�I! ! ��;i � , 11 � I I I I It I- " I li i , . I' ''! I it�, : I � 1 : i , ,l! I , , " I -i i :�:i,� It I: i 11k, t � I I I I Il I � 1, I I ; :1, I I , I - �f .1 i It I i 1� I � , ti i:1!l�' :I � I'll I isli' ' I': I .1 � I ; , tL ; ;: �! , I I I it �;l ; . I , , , I i ,I , I :, I � � I � I I � Yi , I I I ,I It : t i � !`Ilff ,i it � q I I �� I I i , � I 1 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. - I I 11, � L� ! � lm� ,It ,I, I I li" 1 i x, I I I,_ , If �I 11 I � I 1�1� I �, I I ,;��j il j il . ,I� 1 , 1, ,it j"I � I i�, �_ � I i I i i!1!l ll,Ii I. I � � 1 1 1 I 1:'i l I t I! , � I ., l: 11 I I I 11 . I I 1,11 I , I� ,i � �i , L 11 , ! � i 7� t ;� :I � il i �I ll,�l 1 �� : I i i�� i �; I i I 11 , llill � Ill I I I 1, I I � I i li t � ,I I I i I , � . , I�L '' � ij !,� 1��1 _; , I I I I� 11 , � ,I I [it I": I�t i I I [ I � ,; ,, 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE 0 I I 1 I � , 11 � : ;, ,I �, I I i � I I ��t I 1; I�11�i" it "�t ,: 11 : I I I � P I I I � t 1, I !I I :I I t I i i � � . I l 1 1 : � i ll:�l Ijil I I li �il I ,,,, , , , li ; 11 I I I I : �t ; ,I li, it!: ]� I I 1, I I� I � ll: it ! l� I "t 1 i I�� 1 � ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER I , l I' i� 1 l5 I i, !,V '', Il �L It i 11 :1, ! ,l I' I it I I I ii� ; " � �� :t � 1 z l , I ll I: i I I 1 1 I i � I i � , i : 'i i �ii i;�,I I I, III I i ! ! j I I l�, lit 1 I I; I I,I 1: ,It ;� � �: I !I :ii I L I � I , i .i'l, I i : ,:� ij I: ,I I I , '!�� I i I I, '' l� ��; ll i I I I l: I 1 I !� I I I I 1, � i I. OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 11 I !I I I I i I ,I :::��] A � i I I i, , : A I , I I ii" I I I I :N I I 11 I I I ; 1 ;[1 I �I I! 1 l I I I I I lh'il��;t ll i�li:1 1 I I I I �f I I ; �� 1 � � I I � . li � I : : , , I i�:z , , � I �, Ill I if I liib� i I M 11�111 L 11 I I , I , , I : :, , t I ` l b I�l L , :: I i 1 I � I I l� I, ; I � I I I , ,I 1. � , : r i I I I i � , 11, � I �iil, ! I I � l I I I � I I I "I : � I 1,� � I I It I I I I I i � 11 I �� :'':�,I 11�I I I I I i i,�i � 1 , I I � i I 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE I i � I I � � I I ti I � I I � :I � I I I I i I , i l I I I 1 � , 1 l: 1 : I : I � I , , , I �i � I I :, ",�� !j I t t I I I, , it - i ,1 , i I! �, � t I I i i� , i;i ,I L , I I I I ,1 ; , I ill I I � I l TREATED. I i i I i ; I it I I I I < , ; I I ", I I, I I :� 1 , I i: I 1 I , I I ! I : I ll : � il � i I, , i I i I ,,I, li: I ii,� I � I I I � � , I I � 1, I I /l, � I! � : � : I . : 1 1 t 1� ill, : I '' I . l ;,1 1 . � � : I �I. 1� � I 11� 1 � It � I I I I � I I ,I I I �I i� � I I 11 i , I I l , : � I f W ,1 � ,� i 1 � A ; � l ;: l , � I , , I' ' �: � , I 11 t 1: I I . Il' 'I i : -1 I �, , 1 ,!�� !I' ll . � I , I 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. I t I I 0 , 1 : 1�, !l I I :I ! � � ; I �� I �! i I i I I j 1. : I I it �I 1 1 I I ! � I �i I , , �i 11 ; r! � I if I; I ,I I I I � I :I� , I I 1, �i � ,III i i; I i I I 1� � I I � I i, 2 I I� 11 lk . I I 1,1� I i I I 1 , t� i , :i � , ,I I : i : it :, I� I � I !, i I ,I 4 � I I I ,I ,� 1 _ :, 11 " I , . I l� . , I I I l: : I�� ; "i I� I � I I , I di" ii, 1 " ,ill i � -i ! � 11 '�i ,, I � i ! I L � : I �I I I � � I i I 11 ! , I 'I 11, l i l�� e I I � i i � 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. I llill ��,f li, I , -','I �t I I' I I � �ll! l I f � i �i I I .I, .� 11 I I 11I I :ij : - 1 I� 1� �I I I z I I ,,,, I . I ; !�!I 1 i I " , i �, 1 I I �: , it : I -1 I � : I . : I I � I , I- I, : ,I I i 'Il , , il �, !I � ��! , � i� I . 'I ; I i I, I I:[ I - : 1 I ,�11 I I I I � : r I : i I I I . I �ll`: I I :�I,t 1, I Ill I I I I 1 'I � I I I I i�; 'I : i It I I : I ;, I 7. DIMENSION LUMBER I � I I 1I I it . � I I I .I � , iii I � I: I W � . I if i , 11 I , I � - I I 1 : if I � .t 1: I ill, I i , I I,� 'I ' ' : I , ; i �: 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS I I I I I ,:I � i 114 I I . � : 1 I I �1, I I t i I " I I .r I ll�, l I ,l 1, � I � I I I I I I , I I I I i 7 I I I, : V , , I ,; L' I : � I I I IN i ; 1i '! f I I I I t I I (D � 1: , I, I I t 1�, t I I 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. I I I I I I I I I , I� i I l I I I . 1! i I I I : I : l � I il � �: I j! I :1 I I , ,, : I V : 1:j L j ii� ! i� : 1 , 11 : 1, 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH � I t i i " I I 1 : -- I t ,: i !,I I � ,'I,]' i 11 : 1 q ,i i 11 I � I 11 i I ' I I A I I, I i , l It'[I I, . l ,� I Ill, I., lil i : �, t I , .I - 1 � i I I I If ill ii � -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF , li i I I! I , i I t ,i � I I l L �!;,i, L� jfl� il L. , , . � : i I SIMPSON STRONG i I 1 1 �l , ,i� [ I I I � ! I I I I . 1 k! � I � I I , I � I I I I � I � � i lii2� I : : I i i i I i ,�,�i I, ltj� )II ' ' jL;[ � I I RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND � I � I 1, 1 � , j_ :" iii � 1 : : �; 11 I - � I I :l � i I � 11 -, _ . � II I , I , , I I, �I I 11 I I al i I I I I 1 I o,If,-_ - M i, i I � I 'i I i ��li !l � . I � I 1 4 . I I I I "I , I i Ili � � 1 I� � III i� I I LENGTH PER THE DETAILS. f! I � I i I 1:1 if l I �� i . : ,,� , � � , I I I �1, , i ill, r�l ! , I,� i I !i I I I I,!;;;; �� I ill lll�ji , : Ii � I 11 it I I I I � 1 : t L I I � li , I I I . iii , 4i it I 1! I I '� I L i i I k i I . I � I I I I I t I I I 1, t I 1; I I 1 l� '! i ill;, I i!I 4 � I I ;I , ,� I ill I � I ,i It,t I I I ti" � ! . I I I . I I , I � ,�' ! iI I I � 1 I : _l i , i I :1 - I � 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED I I I - I it, � ! t I I .0�j I I I:! I i t , %1 1 1 il�; I � I . q , . I 1 (3 1 1 1 � I I I "I J�� Ii 1: I :� , I ,; I ;l I - � l :IT, I I ! Cq � I I � 1 . I I i I�, ; I � t I :1 1 11 I I 1 : I � BELOW: C (1)CD I I 1 ,,,� : � i : t I it �, l: I '' ; 0 1 . i I I I I — 0)r- 1, I ! I I i : � I t I � ij , I : I :: ,I ,i : I 11 LO!� � I , , !:it ; Ii � i 11 � ,I : I I I I 1, �I I i I I I i tl 1 i 1 C5 * I I I i ''I 1, I I I I I J :, I I ill , � , 1 i I � I t I I! 1 'L I I I I : I I t i � i I i I W ,I H i'l ; l I it , ,, ki . I � � : 8d =0.1 31"x 2-1/2" A JI: ,it It I I I i I � � it ; I i - .S . 11 I I I i it I if ii i I I M L ±::! 13.0 t L , I i : L lit � i� i�! li I :f 1::i I� I I I t 11 l t 1 f ,I � 1 1 I I r � � : A � Ill I , I I I i I �:I� I �i 1,I I :3 Co (13 , � I , L ,I I 10d=0.148"x 3" � t I L r , 1, I [�, I I I 1 I �1� 1i i i � I: � :�� I!I� I! I , ll I ,i i I . I I , I ill I i � I I I I I I 11 � :: l ! -1/4" � C: :2:2 1 1 1 1 1 I illi it- i I I I I i I 11 I ; I ! I 0 - 6 11 I I i I l, I I � I I � 12d=0.148"x 3 : I t .I � I i � i 1� ��! ll� � � l ,�l jl:, :_ � I I I� I i � :I :I I I 2. 1 I !; .t . Ill �1� , 1i: , I I 1 �l: ::! I 16d=0.1 62"x 3-1/2" ILL LL I i !I � 11!i � I , '� l : fll, � !;! " I I I t :: () 11 I i � L I I I I I ,I �'i I I ; I Ir 11 ! �, � I; I ii I I. t ;i I I ,I I L I I : 11 I I 1! i I :� I , 1 �I I i (D i I I I , i I � ':': � i () 1, I I I I L I t i �i��f , 1 1 `I i�.1 I I 7 I t� I I ct� I � , i I I i �;I �i j i : , 1 ,I I� f I i, �I! t�L r I I � . I 2 C) I I I ii - I �I . I I iII, I i " I . I � 11.0 I . I I I I , I I 1 j � 1 11 ,I � 1 s A A '�C_l (D C) CN i I I :r I . I I L (N CN i I �'l 1�, L � , I . I C0 I I li 1 I , l:� i I � 1 � ,! I , i Y-i le L_ : I I ; � I I I � r I _ -._11"M%P iii, :I � 1 f � I 1 I I :i : I i I I a) .2 � i� I I I I ) _ - __ -0 .5 _j ;;ii i ; , : .,:, � i I, "-,-"'- I I ;I I� : f: �'l , , ] '-�! 1:1 �I ND/OR THE FOOTING DETAILS SHEET. I I , 1 il 1: A :: � � � .1[0/1 , - I I; i� l �'l i i��I il �! !It , I � l�� 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN �_-611$1011 40 (� )/)l : :I � I , , 1�, 11� ' I : �!! I I ly", i I I ill ei�!' � i 1 ii : l, � i : L , I I , � , : : � i , I � i i ii: .--.1 i , it :�; � � T , , I 1 -',l,2::tf',�.,1"L' ' 'I I � 1 , :I , : , —___. i� : : � ! I 1: I 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. �j , 7ill I Il I i I � � I!1 l" 1,� .�! k� , 1 I : It i: ,il I U) - !I �l l , � I . � ."llil Y .i�., i , Ill: I I� I I i =vvr:A, �� i i I I l ! . t I � I I : , , - .� I I I � I ,I , � : �: . I ,I ,r;-�tT,"1,7Al i I l. I I . ,; � -*--,- � . ca _r '5 ` , I I l!� ; i it � : I 1� �,� i , J , I ��' 1i t I I I I i� � i � � I I , . 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I - :, 11 I I -- I I ., 11 11 I It if ! � I I ; I _--t-6iaa� --�4�.�,,i,tl 1 0 � I � . , ! ji� 1,, I,, IA-I i I I ; �� ,� , (/) 0 'Iir � I' � I i J1 'i� ;��; i, I LI: ,I � 1" :it I�; I I i ROOF: 1 1. �z -,.', I I I i� � I�li� � A �U_tij�zj;1.A,t.vi;;= "o,l",�,il il (N i I : " ��l,� I : � I I 'L � I I �i � ..,. `I__,��__ (.0 _T4 C! ; I I . I I ti", I t! I ; 1: , 1 .. ,I :I I I , , �1 � i Ill � I I : I I I . " 'I" I . _ It , , I I o , I . _._,,.z1 I I I I ,i, 2 ,ii�_"� I ,4,lJ � , ", I 1 1 It if I I, I i�� I� 1 � � 7. - �; 0 "I I F I 1, I !:j �1 '[ r i I � Ill: : I ,l : i i I LIVE LOAD: 20.0 PSF __ - - __- __ -- � cu C) I � � . I I 1 1 1 1 1 I, � I I d ll 1 ,. I I I I It t I ___ � M -) (3) 1 1 1 , y j � I � I I!, !I� I , I l!I it ''I jiltr I, I I I I I DEAD LOAD: 7.0 PSF @ I i I f4 I I � I I ,, "11 � 1 1 i I , 11. I "*" l I, '. � I�1� I n . , � , I , I 11; I I i I i j i�, ill I I , ,ill I I I f I i I .01141-vittifloIj .1 , � I i� � , � jlf,j,�11 I,Tl '�� I , , 111, �I'i , , , I ill Ij f,rliomf CON&IJANCT i Ill I � I :� I 1, I I I I , I 1 I I �,I 1, � I I REVEWED FOR . it! l ; I Ili ,'I'I , - I i�I,i:, 1 1, � I I, L 1�4, 1 0��. � � 0 I I i I ii,1, ; l ll��Ii I " I if CEILING: � I \N AYNt,- I . i,�I , I I I it I ;,I f, ,� ;, :I I I � 1 I 11 i , l i I I � - � T I . , itl I I � I 11 i 1 I I I'I I . pol I � I 11 IIz_l I I l- cl! ili ,]� .1 I l � I I I I ;I i� ` ' I arych'Isrf/UliI "Or 1,11,t7VC 1371ACH, I, ...... 4�0.1 1 1 1 � , I . III jL1 it! I I I ill it , 1 , I I It, Illi. ' ' 11 it, I � . , �'. �, I I I ' ' 11, � , I , . . I � 11 It 1 i I ,, .� 1�,01.,-_f_j r-, .$, . 11- I I I � III I I I 1�l� I I I I I I I I 1 1 'Y "- _Dtq1ONAL I .1� I %ENS Ii . I , ,I , , I I "11 11, I Ill l I LIVE LOAD-STORAGE: 30.0 PSF SEEPE Aff- ";:ll I I I I: 1, � I I I I I (lt I it'' it � I�i l 1�' 11 I I I lit I I! I I I I i 1 , � I IDIT'ONS' $ . 'Al_� I I , I � it� ", i�l, l lit,li It I I I I, ! I :, llf,it 1 ii : I I I I I � I I I, I LIVE LOAD: 10.0 PSF I 'I. .. - i I : r I l I I I � � Ill I . fj i I I I I I 1:� I 11tr6MENTS AN0 li I I fl t I I , I�t i[�[ 1 1 It :1 , I i 11 I I I I :: ll� DEAD LOAD: 5.0 PSF REQU - . �Ill i I I , I I I ; :I I l '!, � I i i , �!!" - - I'l ; I *. ,7j I � 11 I �,!; 1 1! 011 � it � I � : 31l!(y z: I . I I , I it"i Ij 1 , � I � �t i I �i "'i : �,I I 11 "I i,�i i� �I it ll�,1 1 1 1 i I I `1%l- I � . 59 " , I I I � : I ,; I�, ! I' ! lil it �! , I � I I l, ;i I DATL 1_ i I I I I I I I I R" I - '. -0,. : * I 'I i I r , lf :,Il I I ,s I I I � f � I !! I 1 � I FLOOR: ,, ffi.WED = � 1, _ ,It juj ,ol �,C , I COMPONENT AND CLADDING W: fi __ 1,il I ., I � 1 1 - - — I = � * I . I � ji ,1; , �kl !ili, !! 11,� i'�I�li i ! : , ,, I I 11 r � it , - T I 'f� 1 ��, 1, i"I i , I i i . 11 — I ,0.iii I i 'L r � i I'� I , I ,I I I , LIVE LOAD: 40.0 PSF Z . . I . . i I If, 1 id � I 11 i, i-ii i1iiij Ir � , , , i �l, �I 1 . W, I - - I 11 I I I �jjl I'll !' !g I if i I f �i I I A i DESIGN PRESSURES A � . 4,01i I 1, I f', tj� 1�,4l I , if I 10.0 PSF . �� 11 �,:�f . f X P i i I i I I �i 1 t 1 ,? il r DEAD LOAD: 1. I I ,I I I I " it I i 1 i i "! ID -,,- I . I ii, I , � ll ;! li , I . I , I I !I I f Ili I :1 Itl� � � I I I , . 1, i ilil f-It I[, i � i i: I it l: I, 4 1 1 ,j, I , r I I 11 I li 11!I It I 1; I 1 I Ill .-I I 11 i :� ',I , , I I -- . - I I. it' I' � ill L � I 1, I! i"J i, �f I ' ' �i I DECK LIVE LOAD: 50.0 PSF . �r � �1"Lr I I I ' ll I I 1 1, L I ILI I I � .....*1 I I ,� I , j ![I lit ,I I I ' ' � lill 11 �I,I 11 I � , ! :l � ;!, L I :1 I j''L,;, ,I , ,1,il'i I I I'!i: i T 1,� ! ! :'� ; I I t I I . . vIiiiii I I I , �il lll� ,;i I I I . I I� . ,I lIr I I I I I� I :; i I " t: I I I , I I ,11� P i , I 1, !I , - ,� r '� I,, li i I!I, : i� . l :, I I I EFFECTIVE INTERIOR ZONES, G - 0*A1,P.t,5 I � , 1, I '! I ,l � I Ill�: jr �. . !I:! 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I i � !I:i 1� � �, : :It li � I ; �i �:I �!� I� : i I I I ;��i i I I I � : ,1 � I � I � , , I � , i :I I I : : :I� (9 � I i i,I I I �i 1 I I i , ��: : � I t i � i l, � i i I I! i � I I I i I I I:;I I i l , t I :; , - 3: I � , I p,I I I I : 1 , I i I I � I C�o � I i I � :� , I I i : I I 1 I � � I I � I,3. 1 1 !� I�!V ,I �i if,ill i;ill !�,�� ; I . � , � 11" it � PLACE STUD GROUP UNDER BEAM BEARING. FRAMING NOTES AND LEGEND 0 I � : if : I I�,� ��i!� i''i i, , ; I I - - ! :� : ,I� NUMBER OF STUDS TO EQUAL NUMBER OF BEAM : I il ', ,! ,:� 1� 1 �- 1, , , ,� 1; �' l�- :�f � �,� � ,� I �i, � , ,:I l i: ,:� �, �, �1 �� I I , , j ] i ii, a, ii�:i:1 I 1�, ,� l�� 1,� B I I ; !1I ,il il:l��l ��: I 11�,� �v � li� ,o ii � �'i i i lii ;� �1 i�; � ,�, i1i �i 1� l� i 1'��ill: il. � 1� I � �v I I! 1,�� 0, ": � ;': .1. i I 1 4 1 �i , i � :I : � :i, �,��i ,; �, 'jll'i I I � XD -,a) 0 1 1 � � it : �, - I . �!I.11 ''. / / Z� PLIES. FASTEN BEAM TO STUD GROUP WITH (2) i i � I; i ;! ��, 1'' it 1, , ! I 1 l� , , ,it I I ! :1 I TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. M ltL I rl,; 111,!, 9!011 , J , " , I i , 1, '� I 1. I I 1 � l�: , � ! i it �� , ; lir i I i 1, I I : , : I � I I ,, 11 > I , I , i l�, , , � �I i ��v,� ,l� ,t-, 1,, I , " �;, ,11 I 2�& - I 1i I � �:,r[1�', �, 1 i iv, '',",� , I��,�, I,, '! I � i . __ MSTA24. FASTEN STUD GROUP TO FOOTING WITH STUD MATERIAL: 2x No.2 SPF, UNO. �; I , "I I� " I I "I I , , I t,�I, ,,, I I ll� * .:" � -,7�i y�f,`,,',l�i,_- ` : I ,�['�� " , I , I � i : , � � � ,� �,�,f � , j, l,,�11 A& .. 11 I i� i ' , �i , ,( . ,�,,� I I : 11 � �� , � ,If,�1, I �� I � 1i I � , � � I , . I,"!I�"Ift, ��,."'�� 4" � , 9 0� I 11 I � I I �l �� , , ,; � - 1 I � I,, , I , i ; ,� ;, il I'] � I I I lc I I� � � I I .1 , i I' � I 11 .�; 2 Kf_/� ��__� (2)2X1 2 LTT20B. USE 10d NAILS IN ALL HOLES. Q I i I ?�; I 1 (2)2X1 2 � I � I I , (2)2X12 :� � 4 1 " I i I �i �i I I � �lj , � [i I I � % I � � i I � � z ; I I I , f, � � I � , I I I ly " , HEADERS: I 11 I � :� : � � I I I I I � I I k PLACE 6x6 POST UNDER BEAM BEARING. FASTEN I � � : 1! I � , � : < : I i � � : ,� j �: � : I :� lillll � I � , ,: 11 � I � I I - It L , �, I ri -1,6, i � � I I I �� i � I ! i 1. I, � I � I � i , , : ,, � � � BEAM TO POST WITH (2)MSTA24. FASTEN POST TO ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, 1 I : l : � I 1, � I � z lit, I I I I ; ;� � .11 i I I � I � ]i I I I. ; I I . I �� i � 11 I ! i I ; I � I , i I I .1 I (D W � I , , I I , , � I I I I : � S3 U I l ::! , � I I I 11 1� I . 1: 1 71 , , I FOOTING WITH ABU66. USE 10d NAILS IN ALL HOLES. UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X I I � � i I t I lk � I I I I W (1) :5 1 1 i i I 11 ,[� I I ; I i � I I I I i : I ; . � I - I i t I I I': �� i;, l I � : � d ,� � , ': , 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO -0 2 1 : , I 'i i � (2)2X1 2 i � : , I � l.i 11: I ! ! :1i I I 11 : ii. �il I 1: �I �� , (D q ri'll , �- � :1 , I iI I , i I E Z 0 1 � , I � ,I , !�, , I I I L 1, I'' I I I � I, [!� � , li �, r i, , , I : , ,`,,�I �� (N I ,; III , [ I 'i i � '' jl,� �, 1:l;i I i I tj I :i ; E vl I I � 1� =1 '' :,I[ I i I� �'. . L: 'M �, � � I I i I � :! �: � i �I I = e MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 0 L) � . � I i - , I ,i: c� ffz; � , : ! I q I i ii i 1 , j;1,:! � L i I ,� q SW S3 ;0 SW z i I I � � � �, , I � I ,� � - itt � �i �� i. , � 4 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS I I � � I 'i ' � 'I 1; 'l I I �1 � l �� SW SW A - to �: :; I 1-: I I �!L:�, I�,,I ! - , M ,i�I 1 ,::�l:ll� 1 � �i , ��It ,L I : 1 Il! i i I 111� , I �i ,� 04 _J WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. 0 0 � I - , � l : i�� 1�� !��I '! � �,I :1 ;, 31 L I _: > _-) 11 li it � 1 1 :iet ,:�! t iL f�. I I I 11 , �t �j l I ! i I �; i i � : I , -i E2 ti- � :: t ��,I e ; � �; , I �� 11 ,I ,� I I` i I � . � I -I AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. i ,I I ,I: I I I ; 1, �'' i. I � " �� : ! I 1� , 1 �,�,li - - I \\1 I B02 I : �:, ;,� : i''i i I i , 11 ! � I'A ------- --- -_ - (D \, M 5 G) I I I : I Ull Ii ; � � ! !�� , : 1, � il 1 �! I I ;,:,;! , � , � I Eli I __j 0 0 i I � I: I�;i:ill ; i I :� , 11 I I � �; :� .?< 2 n)===== : (n I I �i' � t I 11:� 1 ii i it � I � � , , I'i I :i: j � I i �l HEADER NOTATION IS: W � I I I I I I I I , , I � L i�� 1 -;� in , Lr) < i I I I j I " I �, ; I � � ! � I j; , I I � I 1: W 0 1 � I . ; : r 1[1;1 ;1i, : I L I � I ;� L : I " I I to .": _j ADD SECOND PLY OF 7/16"OSB TO GARAGE i I i r f �I Ir�, '�!ij i ! : 1 'Ili i�� _�� , � I 0 1 1 1 ill i � ;L - , I ! I I (2)2X6 2:1 (2)2X6 2:1 (2)2X6 2:1 i ! � I I i� - : I : i L I , i i �l � � I !! � D I : I I � ,; t 1�1 ;1 ,� , " : : :;� : � : : � 19 1 - 19 (2)2X6 1:1 , 1 ��i, :� : � I � � L I RETURN. FASTEN WITH 10d NAILS AT 4"O.C. ON NUMBER OF PLIES IN HEADER j I I I I I � :l1l , �1 ,! ! , , I ii �I i , �� I . . . . . I I L i1i � 11111111 I I :� 1 I 1 ,� I I � i � � � t ;i ,'� �; � � !! . I i � i � I Ili I I I � ! I , i I S3 _0 1 Jl� i,��I !i i:� 1 g!; I " - 4 1 1 �'!i : I \_0 (§ 0 EDGE, 8"O.C. IN FIELD.VERIFY ANCHOR BOLTS AT - NUMBER OF KING STUDS I I ,� � , ; I : I i i " i : It , :� I i � I I I i 'ji : , � I : �, I :it � I 1I i�, I I I� ii. I i ; i I � � � : I ; : , ,,, L 11 I I L 1 1 , I l i , [; 11 I :�,�1 '' I � "i � � , :!I , 1� � � � ! it � I I i � 'I 'll _ I I t � � :! !1 1 i li I i I I � : � 1, I � - --- i 1 1 1 , if� � I , � I 1� i I 1, �il i� I 1 .. .. I __N� �: , 1 ,j : !: I 1j: i . � ; lk� j �i�, , It, � , t � I� �, I i 1: i 11 , \7 SW- ;'11 SW- 11 (§ � :I � i , CORNER AND AT GARAGE DOOR. I F ! 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SHEAR WALLS: I , � �� [: " I I li, � !I I ; I il I ! , I : > 11 L ,�, ;�,, �! : �i : I ' 'I I , 1 t i , � I 11: I I � : I : i I I I -i i "i I�!�: �"! i ::I: � i I . Lti I L 1iL ,� I �_! :t � I ��!! :I� : � I I I , I � _Ili Ili. I " � I � l I : �! I I I� I I 1� i l�:,1, - I iiL i I � I vi I B02 TO PORCH HEADER WITH (2)MTS20,ALL HIOLES W 11 11 ��, �' � :, k ,� ;� :�:, i 1; � I : l � : i i I I � : I � TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC I I I ! � I I �4� : �ii : : i I i I I � I I , I , i � i - � -[, A II ' : � L I 11 I i � , I I i�, I : i � I 1 I. � . . . . . . I 2�: !1_1' I . � : : : I I i I � I ; � - ; � I � � � � 1 , I . �1 . � I . I i � ,� 1� ;, t I I zi i ,� : : , ,[ I � , . � I I � . t I (D IONS SHOWN ON THE FRAMING PLAN, AS NOTED I' � � 11 � I I I I ;P ,� j, i i -?! � � � I � i - I I ,I � � � ; : I , � L I :, , , I �_ ' ': I . :�: � I z ; ; I �� 1 ,: I I , ,� ! , I�� !�! �, � I I ! I �� , . WALLS REQUIR NG ADDITIO All NAILING AND HOLDDOWNS, IF ANY, I I " � !: I : I I I ��; , - � I : � I I i I I I I � I !I ! I �I I I i� %�,,� ,: ! 1 i : i 1 :: I I ; ; � _ i � ; I I lj� I I� I f 7 1 :ii it � i i I , I ! I I 1 1 , I i - � I � I i � : i �i, I li� I � I ; I � I , I I L I d ;,�:�, I ![� I I ! I : � : . ill HUSC26-2,ALL HOLES FILLED WITH 1 Od NAILS. ARE NOTED ON THE PLAN. � . �t , I � , ,I � � � � i . : . I Jl�' , i � I I j I ii il � , I � � ;,,� l I I 1 , 1 � i � : I I L i � I ", 1 1 : I, � 'l I � I I �: I � �� ! � I � , �, � : l � : 1 lii . i : I - , "ii i ,:� I : � ! � � i ! i ! !j : � (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 z � I i ; � l 1 l� i I ,�l �;� I 1. �; � i I l I ! : (D : : _;11� � : I �t I 1 1 1 � , I . I ; i l l; 1� I . � � � , I i z I I I I ii i;! , I i! � : ,; , � i 11 , i � � M :i I I I I :�! � 1 4 I I � I I I i. I I i I � I I I , L. !� I I 11 r � � � l I ,: I cl I I : "11� I �:�i I �I ,l I I I , li` I , � �, ; : � ! : ; � I il , I :�i �i, ; � i I �� L I i i � I It l I -�- SW -#/S# --�iii SHEARWALL LOCATION 1, �,� I : I I I I I . i e � 1 - I � : , 1! I . I r � co 0 I � I 1: I ; ,!, , I I ,I 1 , I � , , 1. 11; : it, � : 1 �1 I � ! : 0 31 i t� i I I i I ,I I � �I 11 I I i 19 (9 _11M SEE DETAILS FOR FASTENERS - I I 1 1 I ' I A 1 1 � . I � � I , ,:i� ;; 1 � I I � L i I : I ILL i � 11 � , � ,I I 1, ,I, I I I I I � I I � i 0� I , , , [I -J, : ; � i , i �_ � , ;I 11 I � ii 1 4 1 1 1 1 � i ; 1- i i � ,. 7 I� : I � 11 i I i I ,,,, � �L I I I i &� I I l� I I L , L I I . i� I . : � I I .1 I i � I ' 11 I I ti�;l� I 1 i I I A I L 11 L I I l'' I � ! '! : � : f ,l I i 0 1 1 �i , I i . i � I� 11 I ill I l I F4 1. I I I I i i [ I t I , I , I �� I i I L . I 11 � " , i ;:I I I I tit, L �,i� . I I !, I� I ____F - �__ 11 :1 I 11 i I : , I I I SHEET NUMBER " �, I .I I I I �I : I 1;i : , � #1 ffi%� � � #M M M W < I . "I �i � , i, i i I I ,� I � 11 #M #M M M t I I �I 11 ! : :: :1 L : ' ' I I �, I F il � li I L I I I E � �� ;� I I I I - - I I ; ; I I I � 11 I � I I 1, I .11 I I i � � / � H ] # � #TF- U H## � ## Fffv DETAIL NUMBER j� I Ill I � I � 1 t I I � I I I i � li� I � I I ; I : A < Ill � !I : 'I I 4 I t I I �I � 11 I � ;t I i � ____1 INTERIOR BEARING WALLS SUPPORT Ill I � I � t i , l�, :�I! 1, I � � i / 11 UUM () Uj > 0 i I I 11 I - : I I � : . L ii 1�i �I 1 � , I � I '.� I :1 I i I v I I i �� I I I � I I . i H i i I I . i: 1, I � ! i i , I , , � � I l � i : I I SHEAR WALL DESIGNATION I I I I : I FLOOR LOADING ONLY. NO HURRICANE _j I I I I :1 : �� [ I , 1 I � �; � i i� I i � I ,1 i 1 t - li � � I Z) < I I,1� � I � � . ;: i I- LL 1, , I I HARDWARE IS REQUIRED, UNLESS i I I I I i I 1! i i I I! :� I , i I � 1,, � t ;: 0 Z - I I . � I I I I li ,I� i � l� ,: I , i I - i� �;� i , I : I I I I . 1 ,i il ;! , �1, i�, �� 3 11 ! : I : � i I I - NOTED OTHERWISE. iiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiii DOUBLE 2X10 CEILING JOIST FOR RIDGE z I I I p I I , I :: ! � , I j I I i � � (2)2X6 1:1 1, � l! ': : � � I t l';, i�i: I � 1 ,,^, � 2 .. � �: I 'i ;, -_ �� I 1 I: ,�� , . i _� S2 ) BEAM SUPPORT, UNO. Ili �!� : i: , I I i i � 1( AT 16"O.C. FASTEN < 0 , I � � I i , � � I I I I W 19 (2)2X6 1:1 1 :� , �� I I �� , 1 � I Z EA 'H END WITH LUS26 --) I I I t : . � i, I 1 1 : :: ; 1,I , � I � � � I � � : ; i �, � 1 � , � t t I i i: � � I � I '------, N � A >� 2 < I ; l i I i ! I ; I 1 , � i t i;, ,: ; � : if i l� I :! i :� i . d , ; � �ii � R - C) 0 III I ! � � I el : � I � I I I : I ,, 1 :L I I q i PORCH/GLULAM B : � .� I � � I I � , 1: I I : �If � t �I ,�,, : l: t ,I i� I I �' - < co � I 11 : : i � � � , I I I X KI I 11 11 11 11 i � � � fl! ;� I �,� , �_ I f 1� � � . I I I I I 11 (2)2X6 1:1 ,t I - : � :� � i ; i :� I I . � ] 10 I I L,,:i i � I , � ; 1 1 1 ! I I ;1 o -_ > I :1 If ��, I li � I i � � %! ! I _:W/,/z///z/X,M I (D 0 I ;I I �I, 111 � I �� 1 1 � � I I � I � i � ji,� i ,� � 4 [� i 1: !I I ill � :: A :Lj �' , I t - I , I 1m;WF///�� I .. z < _j I I I i I f 1 ,� I I l� i 2X6 11 " 1; �; i � I � I I 1: : l" ,:l 1 , ,� - lq:'A', � I : �': I I �� , (2) j � i. ,l, I , , 1 'i i; - '' � f i� i� ; I I I � . I I I : I , l '� � I 1, I I I 11 I � I '- , ,!I i 1 it' ! 1 1 : � t �t I ,i, � i 1 � :! ,� , L 11 I I �r I 11 � I I k,� � �H�� : , I ; I I � ! I t �; I HIGH UPLIFT DESIGNATION. I q, I I I' ll t�l;1 I,�l, I f�: I, �,11 i J! 1 �,I : 11: I I I ; � i. I , I !,,'� 1,11 L� 1[ i 19 - j , ! I : � :: :, i, � 1 ij� ,,,, I �I I I I �_ ,;, � I�Jjjtj I ; :�I : I i� �i!!, , ��; ,� I� .1 � I I �: LO < ,! " , , . � � I I 1� i�ii I 11 J, ! J J,di I h: A : � t ,. 01 F"A ;,., SW 11- _j , _ � :L ', �' � - ;: � � �, I , j � I il , l,� l�i E ,, , [ �l�:,�t l I i Li l: I : � I 4 ,� I 11 rj � . I li�! : �: : :11 - � :: i I l' _j I I I � i iF! ji� � I . l� ''f� l'-I �� I ; 1; I l I (D F- , 1�,� :I�IL '� I i ,� � L : ,� I I ,, I I : 1� , I A:! I l�l i i : i ll : ,� - - 11 I I I � ,!� ; i, �i , � I it I . I � I �� I 1� I I = I � k, � ,� � , I . : ST_# DETAIL NUMBER < I I ii� � ! 1 I i � !� , , 11 , I � I I :D I 11, � � � ; I I I : i i � I 1, I t: - I,� r � ; i t� , I I I I I I il I ill I i I ] 1 � t L f � : t, i� I I 1 1 li 1 � I I:� � ; � ; , i � �� :, L, (2)2X6 co I , , � ii - :1 � , : I I,�� i: , I I i 1 I I � I I �i: I cl� 1 � , i I �� I i I : . � � l 1 ! i I I ,,, I I i I I i� 1 1 ,I I! I � : Ii I .1 - I i , I[, i * , ,ti � ; , I : �:� ! l �� I I 1 , i : X SHEET NUMBER i i I I � � �1 1 : I � I , ,, I I I I I I ! I I � �,,� I I l 1� 1 �, � 1 : : I I I � : , i , I I " li 1 . - � 1 : � I � � I I 0 , i � L . I . � I I I 1; I � � � I �! , , I I I I : I I i ii I I I I i --- i I � !I � I , 1 t I I I I 19 197 k : � i I I I . I I I I � I � I I I I I , !,I , : � , . n N � i,i: , I I I I I I I ! I I - I� � � 3 I i . � 1 ! � , ; : L ; . I : i I i l ____�! TRUSS/BEAM LABEL 0 I I .� , : , I I 1, I i I I I : 11 �I : 1 1 , i � I ii I : :, i;�, I I r 11 . i I I �I :�, � ; i � � 1 . I : I I I I , � ! I �i � �� t� 1 1 ,� I It - � � , � I . � I i i U) j I � ��; L ii '' I ,i ��, I 3, � ''I " , I , I, I : I I 1, I I I I " - I , ,, , I '�:� " i ".t : I '� I � :: � i I i, � I il � II ,�,: I I I k � if � I I ii 1t; ; I i, l 1: ! 1 � � �i i i : I I " - � I I, 1 .t , t: ,L'A" � ,��;r I ::I, I I I I l I I I � � I I ,� (2)2X6 1:1 i I I t i i , I :: I ,:: I� 1 i - i� : :i I I : : L it, � �z t : , , , �i 4, � ,;LI� 11 �i; �t i ll 0 k I I I I 1i I I � !� , I � i I I I I i , I ; ; 11 � N I ; ti i : I � I 11, (EX-\ - I � � ,� ,11 I d I 1 t � : I I I � ! I � , t " 111.i , 11 il il;,, i I I � I : i� i I;, I i I � �; i � i�, , I I i 1 i, i 1i i ,r , ;:, I I I I 1, , I I IN ! j I i � :�, lI- � I I � � ; I l I I ! q 1 1 � �1 I j ;, ;,-I�1: I ,i, ! �, I � � i" r3 j II , � ,it ; 1, I � i 1k, , I III:'L 7 I iL I � , . ________ . INTERIOR BEARING WALL 1� ! � � I re' I I �C i �4 ! �, 1 � � - - i 'I 4 I 11 I �' 'I , I : : T ii I I . � IT �, i FG2 , � � I'' �'i'� �If � i 1 I � 1 1 lj� : 1, ii'l 1 � ,,,, - � ! i , I I, ' ' ' i , I L , Hi I � "i H 1 , , 1 1 I � I , I � I I I , ;I ' I , , i � l i, � I I 1 �; 1 : � , i: I !:I : �i , I � '' I : : 4�! I ;L i I �� ,, � I ,I � k�d� � : I � � �1: . , I ii, . I I I I 'I i i ! � � � i 'L I i � I I I I II 1, I� � I i i 1, i , I t1l �: � , 11 I :1 i ; , 1 1 1 1" i � , ,� jl� , , � I � 1 1 1 1 . : i i '. i I : i l I !��,� - � i , : e I [ , � ; �I 1,I i :1 1 ,i I � , 1�' I I i ,I e �i �I � - ! i ,�I I :: 11 L � , I I I ':� I I I 1; - u. I i I , !I " : , � i �I i , i i�,�! �il i!� , � iI I � I i " : - i I . f I ;�I I I i�I 3 i I I . I `, I,, : ` , , I - �t � i I��: " ,,1 : �I i I : , ,�i i�� : I I I I I 1 ! � , ,j I �f :, I � �: C I:,� 1. I I I �',I , � i I I ! : ! i I � 4 I� :�:I � L �I I i � !1; I i �I I, I � 1 I , I . ,� ill I I ; � I - Aff�N 1-STORY THREADED ROD I I i :'!d[ � 11, t :'' I , lii�: : I i I I I t I : � 1 � �� - i I 11 : I � �� 1, i I I I I I -11 I � 11 I : I ! I . I I I ::,! 1 [� I I : , �; f i : I I I I ; � , � 'L � '' 1 NliliP �;, 17� I I i It 1; � I ; �� 1, i � ; i i � � I I t I l , I I :,k 1� I : , I � -0 I i .i I : I I I i I i .. .. C) I ! i" l :� i I I I I -0 �, . 1:�"1 : : � :1 � � � : 1 � � i I I I . >1 >, C14 �, I l� i I � I -0 �E I -0 (D , (D (9 as . : : � l ! i � 1 1 I I I I Ili, I ll , � I I � "I � I I C 0-1 - �: > _�� -1 : , : : I RN 0 l 2 (D "I I . I I � f: : L� : I 1: �� I: l� . I I � i � ,, , � �,i, I� : ! : , i I : , � 2-STORY THREADED ROD i 1 -h II j : il � � I I I I : '19 b3 co � i , !I I � I I � I � 3: (D I I : � �: I i I 111 CL - : i �� i 1 �I �, � I I I 1 , �� I - , � . 2 -C C, (13 . � I � , I I I I I � : 1 i 0 0 < 0 1 i 1! �;� I 1�! 'I ,� � j i � - I 1 �I I I I , �,� J� � ,� �� I I I � I 1, L �� lj, � f �� I 1. , I , I i , : �i;i , , I �i I _�4111_ -1%.-.-, 11 *111,i�.��,;�'_i7, 11 '111�,_ �oii I 1�_ I 1� ,I INDICATES GLAZING CLASSIFIED AS END ZONE. - I I I t �,�,ij 1, , iii,i 't I I II� � I � lli 11 " !'I I I . I 1.if , 1 �i�l,ij;,_ � (2)2X6 1:1 ., �, % I �,�.i,,__ I I "A'i� ,� !, , . t -1 ": I I I - � . � I ,� ,it "l , , JO�� ,iiit,!,�l', , '��"F�,,��,��I, '' ow -'..'�', -'��`�,�`�-`i` ALL OTHER GLAZING LOCATED ON EXTERIOR OF . f! , ,,I; I I - 1 I I "t, I .,I �; I i I! I , �""l I t I 1, I 111; " I t �! I , !I � : ��11, -�� , 1, I - `Iliti� . I : I'', i� � l i � I 4 I�� I,_,i, I 11:�"'11"�1;kv,r 'O"I r.,L_ ,v�I I jvi,li -,,,�, � , , 4 i ��;, , ;,�,, �t: i'if, IlI �t!�, ''I I. l, I�i ,� , I,,�_, l " ��; ,� L" . I - STRUCTURE WILL BE CLASSIFIED AS INTERIOR L I I i I i 1, 1j ir, 4�1; 1 1 I 1 � j 9 � :� � , ,,,,:' ',, _��I,ff,,,� , I ,�:l�i:ll!! I f:' '� 4 � i ,I I I i[l, �,_.l ,,[f�l 1 ,,ir�tl� I ��.� � I � t f , i I Ill I 1 t � I I "I I , I I I � � I 't 0),r,l�,�, ,� ; , I � I I - ,;, 1�, � , � i I . I Ill ' ', � �, 'I I . A (§ (2)2X6 1:1 ZONE. SEE"COMPONENT AND CLADDING DESIGN � I ! : I i � �[ � , ,� I I '�y 1 i, I 1 1 I I I I I I � _(� � . q � I I i I I � !: I I t 1 I � . PRESSURES,"ON COVER SHEET. I I I ! i I . I ,I , I I 11 il I . (2)2X6 1:1 I � I I I i : :1 � I 1� I - I � I I i EZ . � : : I - I 1, � 1 1 i: .li I I i I � .. I I i : I I : i � � it I � 1: 11 I il , (§ � I i I '11 - L I I . I I ,;; 11 � I � I T I !i� 1 � I �J ,: I �: , i i � : ,� . t I m I i I � � �,1 1 1,I I i I i , I � I I 1,1 ,i-� 1 1 .I I � I ;� I, I I I I i i 4 i I t I; L I I 1� I � � � I i - ! # i L i- I: i �� , � .; .,I, i ; I I ii : I 1�t 11 �,� . I . � I - [�,, � : I I � , i- , �! I i I I GABLE BRACING LOCATION. ! � I I 11 1 i tl; � �11 �l l , - 't 1 i�l]i-j " - I I� il �",�, il ,tL : , , � � I :, 1� � �� M I I I I! 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'! � " - � � i If I I : ; ,i:, : I � L I \-(A� I .:� �I �� I [, I I � � ,J:�� !�� 1� �:� �� I � , :I I I, � 7 i:, � L I , , I I �� . I I � �i I 1 I 1 Ii , 1! �' I I� � � I, i " f , I � l 1� I,I t : : 6 ,: I i I 1:�i:i"� : � �I� L I i i �I : I !��:� �1 , i i I, ! : ��I � I I i � 1i !�; � I I 1� �t � ,!i ,,i,,, I I -1 i 1'!4 ! i , �f �� I �,I i I , �=�=C]:=�===q\ I : ,1 �, 1:� , i I ! , , i � I L !,j \ I I, I i �_�I � I ! i! i,i ! 'r I i � I � 1 " 11 71� , � : Ill W - , !�� d !�! I 1 ��j�i . i, ''I � ll �, , ,I S 2 l: I i, � J,I 111 i i�1,� v � :I ''I!1.! ! i; Pi i I 1,I� :I 11 .1 i . � � b I i ; I t :;i��; I l 1 d;I I $ I � , , Wf il , i ! i�l I 1 1p, I I � I : i � i i, � �, I � i�l4 I � i I lL 1� " ; � ��i 1! , L � , I I ! : ; , ,!� � I i � � I � i I I 11� ,�Ilr� ! � ` : r: [�� d 1� lli�� l:, � i I . I I �, 1 (2)2X6 2:1 i � 1: : I : i I . 7 I�''. : fli'� I� : � ; I I I I I it � I : !� l t l i I� � ; T, � , � I i 2x8 BLOCKING BETWEEN JOISTS _\ I I ; i l. � � , -0 I I �I I �lL i: q ! - i� ; : , ;'11 ; I I � I � t: � I i�, I I ; i� I i��!i L I - � . �: " 1! � : fl�: I !I : I I I I !! l�, I 1 : ,� -SW__� SW___� I i; � � I 1� I 1 i I i � I I t I ;� : I � r t, i �' :� I i I I :� � :l�,! : t l, � i I I I , �: � I ::1 I ABOVE BEARING. FASTEN WITH i - I .�, � I � : i � � . I I 1 5 1 ,t �4 1 i� I I � I � I I I I I I i I i i I It , 5 �� ; 1 !: I I I I i I ;� . \_2X6 RAFTERS I iii, I i I :,,; ; - I IL � I ' ' i � i :i � : "I 1 I 1! I I : (2) 10d TOE-NAILS. I . l : , I � : i � � : 2X8 HIP RIDGE I I I ,� I � I i, I ,, it , I I � � i I i I I 1 41, 1 1 � � : I i 4 � I � i , � I :,� i t I I I . � i I �L , ' I� I I ,. : : I I : �I . AT 24"O.C. I �l I , I I � I i :� � BEAMS. � 00`711 i I , , I ,� I I �; I I I i I t 6 N to � I�� 1, i L , � i I I I I i, 1 , I I i I I i i � I . ! :�, I , I co(D I , I I -: , � � � �I I I i I ; I � I � I I .S I I � " , I I � I I I � I : I i (M 11- , ! . � L � I 11 I l C) I �, . � " I � : I I i :�� , I : i - � LO 04 � . I , , 1�,, ,, , , - I'l 1, � :, I t : �; j, If! a I i I � 1: I � : i ** ,.I I" I ; ; , I � L I �, I , , I . ,� I I �i I, i . I i I 1 7, I I I : ill I I i � I I X r_ � 1�� I I � I I I I � � W< I �, I � - : : � !! I i '7- fL() I I L �-, ! ,� : I , � I I It I I I I i I I : I i - �,I I � ; i : � I I I �� I I I I . ; �, I � (a cc ! ,� I I i � L I ,i, I , ,�, t I ;I I = i , I ii� I � :0 11, : , I : �; ;; � ! : : I I i �1� -0,10 , I I I I � I , � I I : I $ V) .- , I , � 1 , � I � t : 1 1 � � :1 1 : I � i : I, I � , I : : � I t I , I I 2 1 ! I ! . C - - � , , I I t :,I I � i I s i � I � I I I I I �l � 2 � : I I i 0 1 1 : , � �i : I I I �:�FIRST LEVEL WALL PLAN ECOND LEVEL WALL PLAN � l. I , 11, � , I I ' 'I � � � I'� . I 11 ; I - I-L I-L i ) 1 , I � I I' , - I I I ! - __ 0 11 � , I : 11 !� 1 ' ' ] if I I ! !,I 1 � i 1, 7: 1 � .1 i i � Z , i ! � � 1/4"= -01, I � I i , � 11 11 I '� � I I I I ' ' I I , I � L I i I I I i 1/4"= 11-010 . - a) I I I I I I i I ' ' iI 1! ,, , ; , I 0 , �; I I I � , I !i � 1 , � I l :z I ; I ll � 11 i : I I (O I I '' , 11 I ; � .1 . � : (D I I I � I 1,� I i ! I 1, L ,! ; �l � [ , � i2 0 I" I I � , �! � I � I :, :1 I !I � ;,� � . - I I I �I z � : . i X - to I � 41 i� , ,,, � I , � 1, � ;� , � 0 (N I , , I i I �� 11 " (D I ,, � - , , I I I i �:j �, .; I I � 1. � � i I I � 1, i ; ,� I i I� i � � I ( I � : ,I I � I � � ; , � f 1: 1,� , � i j t �� Cq (N � i,�, L I ji F � � l� , . lt'�: i , I 1 � , : �- H t 'i � � t 1 � :'! ! � I I : I L_ M 11� � � � , i 11 �:1 I �i : ! I I I I L : ,i � I 2�le ; ' L ' , I , ' '�', I I I I !� , ,I I l � � � 1 I, I i L: � z - I 11 5 � I a) .2 1 1, I 1, i" ! I , � � � 1� I I � I I I � 'L I 11 i. �_ �L' ' � !! , I r 1� L � : �: I I I I I ':, 4 1 � .5 _j I� . I I V . ' L I i I ,I � � : I 'I I . , �L j 1: i ! , i ,� I i �� z , I 1, if I l� I I I � �" 'I 'I I 1 . , � it I � : i - Ll I / :, I I I I . ,� I i :� ; - � I ! i I : I I ii 11 11 � I 'I, ) i z� � 1,� �:g�, � : i � 1. , I �I C: l�, L � I . :I� ill� I 1 � i , I !� I I ,i 11 I � � I ; � I I � ! SEE SECTION 2/S3 FOR WALL STRAPPING DETAILS. � (� z , ,�'. � I 4 i! � A, ,: - I , , � !t, 1 [ I , iit !, L L 1, 1� I ! ! ,.I' � � � I V "i� � � I , : I '11 ;i L; ! ; I iiiii M , I I 1: � I I �, , ! � I I � L I%. , 1 it i,I, I i, I t,1 �ti'�. �: 1: : � � ,; : I I . 1; 1 I I I � t 1, I I I i i i �� . 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I I , : 1� , I I A, I 1,�� 1,1,t I��, �, I i:�i;i j ! � , I � It , I I " I � I I � 11 I 1 I �, , ��` I i �� iil� � , ; i I ;:I i SEE SCAB DETAIL FOR OVERHANG. BE WITHIN 3"OF THE HEADER KING (D I I I I I, I ill I ��! �i 5 P� i I l: "Ill, iii i fl 7 , I , � I I 1� I I t i I , t I :� , i it I � ,; I! ;1 I I � I I I I I I I j : ': �i , i ii:v � . �l� I I I [,:I � . I I; I , ,. � i I STUD,TYP BOTH SIDES OF OPENING. I I , h I �� , ", � t I I", � If I, I N Ill! , o I I ECK FASTENED TO - 3: 1 I � I I 1[ , l , I .l � t I I I l , I ii . ,,, 7/16"OSB ROOF D - I I i,� , , " ?_.1,I :1 I t1t, it 1, l �i� 1, I t� "Ili qi I , , 1;11 , I, ti, %i�: 11 I. 7116"OSB ROOF DECK FASTENED TO 7 Cl) !9 � I ,: I �tz, � ii 1 �i !,] I� 1 1 _____� I I i P ;, h [1 I 1 TOP PLATE TO GARAGE HEADER I ", � � IF , 1 - �� - . FRAMING WITH 8d RING SHANKS AT 6"O.C. T_ I I A > I � � I : ,, ,l'i �� i'� � . A —--jr- I 1, , � !I �, ,I � � I I 0 � , : ; 1 Il5 1�1 I ji , l�11� i ��!N!l I I�I I : ill �i �11 1 14 W �y �I�t I ii � ", 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. �; I , . i : � l , Ill ,� , i � � ,I I 1��i� 1 1 l , Iil� 11111t" I �!i !,�� i I . ON EDGE AND 12"O.C. IN FIELD. - 11 I CONNECTION: SIMPSON SPH AT 24" . I EDGE OF ALL THREAD WASHER - of � ! :i I Ill , ,�� 1' 'Ii I I I � , I I I " It, I FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C. IN FIELD. i 1 -1/2"COMMONS. MUST BE WITHIN 3"OF THE HEADER 0 � I , I I"' ,, ",ir I,�t ill , , I I I � ,� J I l 1. I I'l ,,, l I � ,,�1�� ,I": I I I � � I�,[I J, i � i I I � I, I I i; O.C.WITH (12) 10dX1 :Ili z I I � ,It I I � I 11 I I i 1 ' [ I I - . X < I � j � � I " I ,,,1," 1, 'I I 1�' I Ii 0! I I I I I� `� - I-_ I J�,I I I � 11, I I � �I ( f , I� 1 ;i 1�I I�;,:, I � I ------------- TRUSS TO TOP PLATE CONNECTION: H2.5A .1 U OPENING. I 11 I �,� i�, I, �t I , ll� , ` ON EDGE AND 12"O.C. IN FIELD. I I � 1, I 1 1. I T, I �i � i � I ! , , I :1 l� �,I I I , I I ,: � i,i , � - - �1� KING STUD,TYP BOTH SIDES OF I I ;M,I I I . I � l�i? I � ,j ", . , �, I', ','� I!, I ,� � I I ,'' , I � I , l I I, � It' TRUSS TO TOP PLATE CONNECTION: H2.5A --- —- LU I � , 'i 1,� ,�',;�i" , ,� I . I I I I I�' ,,I �`f , �i � � I I , I , �, t !, TOP PLATE TO KING STUD L: � � l I' ; f� , . ;! Ill'', I � , I TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10)8d NAILS FOR UPLIFTS LESS WITH (10)8d NAILS FOR UPLIFTS LESS a) 2 1 � � I I CONNECTION: (2)SIMPSON SPH WITH I I I 1! I .0 I! � r I 1, I I I i � - t I I � I : I I 1 2 1 i : it � ': � '��, I I I � � WITH (10)8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2)H2.5A WITH (11 0)8d NAILS I e I I � i I I I I i I I � 1! E I � I t - ,1 1 I t � � i I I I I 11 1 t i . THAN 600 LBS. (2)H2.5A WITH (I 0)8d NAILS -1/2"COMMONS AT EACH z 0 11 ;,� I I t t I I I � , � I� :, � 11 � � � 1 (12) 10dX1 [ =11 I � l... I , I , I I I I I � EACH FOR UPLIFTS LESS THAN 1200 LBS. 0 0 : � I 1 , ;l I I j ! : I I I I I I i � THAN 600 LBS. (2)H2.5A WITH (1 0)8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. END OF HEADER. z - 0� I I I , I �,l ,l! I I , I i,�, i , . I , I I I I � -0 F_ l,1 �: � t � I I I I I 0 (L I I � '�'- NO.2 SYP HEADER,TYP. SEE __) E LL I I 1 I I I � I � I : ; ! � I 0 �, , �, I I I � j �� i ! �I 11 11 I I I l i I I� � I I I I I �� I I � I I I 1 : � I EACH FOR UPLIFTS LESS THAN 1200 LBS. (2)2x6 NO.2 SYP TOP PLATE FASTENED I I � I I 1�'! 'i I� ; �! I I I I �1 (2)2x NO.2 SYP TOP PLATE FASTENED GARAGE DOOR HEADER. SEE I i , ; � i i ,I I I I I , � I I �1 , I I : I I I I �� , I i I () Q ,� � I � I�,"I�� ; �t! I l :I I � I I ,I I I i I I WITH (2)ROWS 10d AT 16"O.C. W I� I ,�:. it 1, ,� I I � I I i , , , , , (2)2x6 NO.2 SYP TOP PLATE FASTENED FRAMING PLANS FOR SIZE AND PLIES. PLANS FOR SIZE, PLIES,AND U) I . � I� . i I 1 �!1 i�I 1 �, i . tj , ,� I WITH (2)ROWS 10d AT 16"O.C. I I � ''I I , I : I Uj D I I � 1 l! I I' � I �lv � I !I - � l� �!l � � "O.C. , , . I I � I ; � i I �11J , , 1 � STAGGERED. MINIMUM 24"LAP WITH (12) 1 : I I � , I � I, NUMBER OF KINGS AND CRIPPLES. l ,J ; 'i I I 1 � � l' , i�! WITH (2) ROWS 1 Od AT 16 STAGGERED. MINIMUM 24"LAP WITH (12) U) I - : 1,I I, I I I , , , " , ,: I I I 'I �t I r , , , � �, I l� I I : , 0 , I � ;: I I �, I ,I I , �, � � (f) � � l, ,l � ,�, � i� I ; I I 1 10d IN LAP. FASTEN STUDS TO TOP PLATE i P I', 1 :11 ,I!I � I I �,�! 1 �i�i � � �i�,� �, I I I I! i� �J'Ll� ' 1:11 I ; �!l I I , il,:� I I , 1 ,i � I I, , 1 ; STAGGERED. MINIMUM 24"LAP WITH (12) 1 1 1 1 1 � � I I : I 11�� i I ( �111 I I 11� I _ I , 11 I' t I WITH SPH AT 32"O.C. 10d IN LAP. i t � I! , �� , I � � I I 1 �4��I I il 'i I 10d IN LAP. � I ", I I I I I i '� [ I I I : :1 � It I I I: � � l i I: I i I I � I ' l I - I I I � � , 1/2"ALL THREAD CONNECTORS. SEE 1�� I,� I I 11, I ,� I , I � I , I I I . I ii 1� I � I :: :I I i : � I ! I I t �, !I , � i , I I , , I �_� ALL-THREAD NOTES FOR INSTALLATION FASTEN ADJACENT STUDS W/(2) I . , I � , � � 1:,� , I i , , i � I , ------____ FASTEN 7116"OSB W/8d @ 6"O.C.ON I I I �I , j , , I � : : !,I I I I f I � I �t , I : ,�� :1 I i�, , , I 11 I l , I , --------- . I i !I I 1 1 � � i �1; : : 1� I I ,4� I j I , � I �I � � I � � ;I EDGES, 12"O.C. IN FIELD. NS, SPACING AND ,It I � " 11 : I I I � I I SPECIFICATIO ROWS 10d COMMON NAILS @ 8"O.C., I I �t I 1. � � I I I I � I; � : ,,, � , 't I �l i �, I I t I I �— KING STUDS&CRIPPLES: (6)16d I I . � ; " I I I�I I �I � 11 �� FASTEN 7/16"OSB W1 8d @ 6"O.C.ON 0� I I l l , i; jl ? � I I I I I I I I f:i: STAGGERED. FASTEN 7/16"OSB TO I� � I � I 1: 1 l , I I � �� 11� � � I l I I I i I!� � I H I . - BETWEEN ADJACENT KING STUDS 7 � �I l I � � � [ ' I! �I � ,.� I I 1 : 1 I I 11 : EXTERIOR OF RETURNS&ABOVE W (') I � I! � � j,_ I I I i i :, I, I I I I ! I o I I 1 � I � � I ; I � I ,� �I � ; I I . I I I I �� 1. : :� I I �i :� I 1: -------__ FASTEN 7116"OSB W1 8d @ 6"O.C.ON DOOR W/8d @ W O.C.ON EDGE, 12" � i � I I Ili AND CRIPPLES. I I I :I BOTTOM PLATE WITH SPH AT 32"O.C. I I i I � �li� �; I I t I ! �I � I 1, , � � I � l I I ,i � � 1: � � � � � 1 � � I I t I I I I I 1 ! t I, i I � I ! 11 :i� 1 t � 11 i: U) l� I � I 1: 0 l i 1! I i . I � ,I i : i '' I � , !,:l, I I I � , I : li : I � 1: �� 2x6 SPF STUDS AT 16"O.C. FIELD. O.C. IN FIELD. z I I I I I I � � � I ,I 1: I t : I I I I -----____ t , ,�:I I �� ! � I I I I I I I I : 1, I !! ,I I it ; I I I EDGES, 12"O.C. IN FIELD. 2x6 SPF STUDS AT 16"O.C. FASTEN TO I 1 t� � � I I� I I 'I [ I I I I I i I I I I I: EDGES, 12"O.C. IN I � ;, ,� I t 7 � : I � I � � �I I 2x6 No.2 SYP BOTTOM PLATE FASTENED TO 0 l I . z I i I �� l, I I,: � i � ;I - I � I , I :: , i : I I I , I if I � I � I I � I i I � I i l : I I 11 � I � I I � � 1 1 I I � ��! - I . I , I , ! ,: I ' '� I (D I :, I� , , . � I OR GARAGE HEADER PLACE 1/2"ANCHOR BOLTS PER 5: d I � :�:, : 1� TRUSS WITH 15"CS-16, 9"ON FLOOR I 1� I I : I I I : I �, i it I I I I � !l � I� 11 I : 2X6 No.2 SYP BOTTOM PLATE FASTENED TO (2)MSTAM24 F , I ! I � I I : I I I�, � : I i � I I -ON BOTTOM PLATE. FILL ALL -I-- W Z - � � l I I � I I 2x SPF STUDS AT 16"O.C. �: I ; I I I I I .I I I I Z____� TRUSS, 6' 1 � I I 1 k I I I ------- : 2 1 ,I .�! � I I ; ! I l v i 1% I 2X4 No.2 SYP BAND BOARD WITH 10d NAILS CRIPPLES. (9)1 Od NAILS, (5) 1/4"X2-1/4" ICAL WALL SECTION. ,I I : i � i� I 1 t I 1� l - I � THE C(_ A I t � �I I I I I 'I 'i � : I l 11 I: :I I I �i 1 ; �i � I I, : HOLES WITH 10d NAILS. ______ ,I_"� 11 i j[I ij . i,lll� I I . I I, I I 1� I I� � AT 3"O.C. ON EDGE, 12"O,C. IN FIELD. TAPCONS INTO STEMWALL/MONO. I I I I I I I i i� 1 t I � �l � , : ''I I � : � 1 I� I I _� I I � : ,, I � � "I -- I I I I 1 : I I I I I I! 1 1 1: � � I i I I I 1 71 I , ,� �:, lli,� I I I I I I I � 11 I I : l I I I __� GARAGE SLAB I ii� I �, I :�l I i I �, : I .. I i � I 11 , : � I 1: 11 I ING FASTENED 2x NO.2 SYP PT BOTTOM PLATE.APPLY 1/2" 1 I ! I I I i I I: , :: � � ; ii, , ,ii , I i U �, t I i i ! j 4 1 , j!:ll 11 t I I I I I . I � 3/4"PLYWOOD FLOOR DECK 3/4"PLYWOOD FLOOR DECKING FASTENED "I- 11 1�, f � ,It ` :i� , ,: I % i Xi� I 1,I I i � I .., I 11 I I I I . . . yt� I I 'I . � � � ; 3 t � 1, I �: l 1� ;i � I I .: � I; I I -------- ANCHOR BOLTS AT 6'O.C.WITH 6"MIN ___� l �, i � � I � I i t ,i i , I F it I . I I � TO TRUSSES WITH 8d NAILS AT 6"O.C.ON "f N I ': :�[! j i i � t : i� - :: � I � I , I , 1 , I I I ! I � I I it I i t � �: � , t I �;I I J! ill I :i I I I . � k I ': ;� I , I , , c t 1 � I � .. I I - I I - 1� I ,, ., 11 I I �, �f , I , � , t I : I EDGE, 12"O.C. IN FIELD. .� EMBEDMENT AT EACH SIDE OF BOTTOM I i � � , : , , TO TRUSSES WITH 8d NAILS AT 6"O.C. ON * " I I d � I � � � � I � ,,, I I _____� FINISH GRADE , , , I 10 � � I I it , i -�, : 1, I I 1 ''l, i � I ,_,_� � I - I 1A I I I I t 1,, , : t � ' ' � I � I � EDGE, 12"O.C. IN FIELD. �Ik_ , - z I � I �j : ��[ ii , I � : �t Z! ;!, � t I � i I I . �> . �� , � : I � 1 1 1 . . I I I l �, � I � I ;� 1 11 � I i I.-- = . . .. I:> � I I ! � ]ill 1,� :,!; : I I I 7�� PLATE SPLICES. 41 1:1 t, I �� 11 .. � q I ! I�;� I 11, 1, !; d 1 1 00 � . . . I � I . , . It . � t � 1, I I I �, 'I! ; I I A I : I EE . � 6 � r - � - ,; t I - . . I . - 2 . 11 I � . � - i ,� 1 � ... �� :j I I I � , I E�ri ME . I - 11 �� I I I I i �! � 1;�il 11 I I , �, I ,, I i I �: : - SYSTEM BY OTHERS. A 16 —4 TE � . 4 ,. I.,�. . 1 1 � � 1� � : ; F I - : � 1 I I I � li� ! FLOOR TRUSS 4, . � I I .r I M; 1� � � I � . � I I,i;,: I I ti � � � I ii , � , � I ; I, I 1 11 � I � I I � � I I I I I. �4 . . 4 —111EII, .� I . I �I I I " � l�. Illi t I � ill I I I� �� , i� l . I 11 1 >9 t> "I . I . — � 4 , � I �" � l I;, �� !�.I - I I I I I . !I, i, I — � - I la I 1�1��I I I . . I. . I, U) " :. =0=-7 I I I � � j I -- . . I I � � I � �1; Ill I I I ,11 � I l � I 11 , . . 11 � I I . A I> , I, I .: I I',', � ; � �, ,� ; li� ! ;I [ — .11= 11 . � � A I lEd I 1E I . I 11 :1 I L I I l I ; ,,i I 1 , !� , � I � I. I . �J I I F9 I ��E E�]� 11 . � A l� �, ll� ,;; t:11 �! ! ;I �� , v . � 0� � 't l�t 11 i � ,�;!;!�i�� : i�'_� IIIEIIIE IIIEEIIIE , �� " . " i � 1 :i� ;I : 1 1 � �, I . I � 11 : i , 1, I I f 11 7 � I I�ii" I� �! , �� j�� I t : ill � I � i� I FLOOR TRUSS SYSTEM BY OTHERS. I- I I Ed I 1EI I I I I i , I � ii i� �, I � 1,�'� � I !� �1; 1 I� I =111=11 I A I I �� , , �� i� 'I : I ,�i - �'=" . . - -i - ii> - I 1, I 1: , � 1 � I I = � A I 1! �, ' , [ � � I I I i t � 1: I I I 1=1 I I= - I _1 I I-- I - I I I �ii, � " � ,':! �� '� r I 1\1 I � I i 1 'i , I � �H �Ii �' � , � � � t I, 1 1 : A Aq D I I � �I � � 4� , I ;� I i Il I, I :� i I 11pi �I .! �i : l � i� ::� I ' ' Ill SEE FOUNDATION PLAN FOR FOOTING . I III-]ITT... 1 4 11 Ill ill 0 � � 1,;11 .1 t � - � I � . I ii I �'! I �, ; :1 ! --I I I- I I 7 , tili I EZI I I::-_-I I - I I I IEEE I -. I I 1=1 I -111-111-111-111- . - . I� 1. 1� j I Ill jdl , , I � , ; SPECIFICATIONS. - il� I 1-111 � �I, " , i 'I : [, I i I i I I EE = - I - .=_ -I - - - - = = = �_ I I . � : 11 �,;1 1 i : � " , [lt 3 1 � t I l Ill 1-111-111- -- I �: I" � � I I = I - - = __ - - I � :�� I I it ,: � I � � i 1 __Id I I 'M'E''FI-1�'E'TilEE EEIIIEdil ff=1'�r!=--'F1 I ET I I I E—E I I I E—I I I E-—.11 I E—�F11—E I I I—I I I= I I - III �i I'l Il i I' I IEd I I: I I � W < I i , I h Ili �I � ;_� lli I ! �i I : ,1 1 I ! � ,- -------------- (2)2x6 NO.2 SYP TOP PLATE FASTENED -I 1=1 I I=— I I I- I -1 I 1-1 I 1=1 ',,--Ill= - -I I iEEI I IEEI I 1�=' > 0 I �!,� . 1 , !�, � I I 1 ; I ! 1, iil� I i I I I I I I I -I I 1=1 I 1=1 I I-" -Ill- r �I I ! ,,1 1 I � I � ;; , I t 1 � -1 I 1=1 I I:E1 I 1= I � jI : 1!� �� I 11� l I i 1 , I "O.C. - I i t 1� :: i � I � I l� ! t 1 � WITH (2)ROWS I Od AT 16 -1 I 1=1 I I=* Uj I "I I I � I 11 !� li�i� I � 1� �I I I : � I : : I I - I I i�� ;I! I I; : 1, I I : I 1 � W W I I :; H t: . t t I ,I I I k i � I I � i l J� , , I �_�� (2)2x6 NO.2 SYP TOP PLATE FASTENED M 24"LAP WITH (12) TYPICAL HEADER FRAMING DETAIL < t - 1:l� 1, � I I I I STAGGERED. MINIMU I 1� ,,� 11[ : `�I: �, ! I l I I � i j I - 0� CO 0 0 1 . I I ; 1 : 1 I � I �, � I �1 1, I :;� I I ; 1 I I I �� : ,, � I I � � I I I I I, I 'i;1, Ill :; 1 I I : I WITH (2) ROWS 1 Od AT 16"O.C. 10d IN LAP. -01, _j I I , �, � I'! 1 '' I � � I : 1 1/2" = 1. I I � �� 1, ; lit 11 i : : - LL I I � I � D < I .I , I ; � it �l I t . I ! ! � I � I I J1 � I . A I I I ! 1 : I , I I !: �,� 7� i I I I 1 Ill :� ll I : : i : : . STAGGERED. MINIMUM 24"LAP WITH (12) - 0 z - , I � 'I I I I 11 : 1 � Ij t I I i I :, I I I I :, I I I I I � 1 ! I ----------------- 1/2"ALL THREAD CONNECTORS. SEE TYPICAL WALL SECTION TYPICAL GARAGE OPENING DETAIL (D � I!' I :i :�! ��l! I � I I � I ! I � I I I I : 1/411 = 11 - ER T_ I t � I I :� d: 10d IN LAP. -01, z I ; � ii: I i ,l: :l I � I I , , I 1� I I I 11 I I I . I I t � I : 7 �,� I I:I il I I . �,7 1 1 : l I L I !� ALL-THREAD NOTES FOR INSTALLATION 4 1/2"= 11-01, NOTES 1 1� , I ,; I ,: : I , I I I �, I I I ! I , I � i I li l I � I ; , t i !, ; I I I ; I 11 i , . I �� : , , . 11 I I � I 11 SPECIFICATIONS, SPACING AND . 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL T I I I I , : I li, � I I I : I I I ---------------- 1/2"ALL THREAD CONNECTORS. SEE HREAD SPACING, NO :2 < I I t � ( ) ; [I l : I I � :� I i � I I I : I �. � � ; 1 , I �� I � I 1 �, I : I 0 0 W � � . I I I I I 11 1� i i : ; : e i � � � i I t I � ALL-THREAD NOTES FOR INSTALLATION ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP '' I I I " �! , I I I ;I I I ! i � < 00 I I I I 1� 'I I [',I ;I i;I � : , it :i : I 7 I l !, I : I I V� I � I :; I I I I I � :; :� , iJ I I �; l� �� 11 I:1 1, !I t I I �ll, I l q 1� I I I � . !: ' : 1 P i l� : I; I (D C) > I �� , �, �� I I 1 'I I i : r I i r SPECIFICATIONS, SPACING AND PLATE. � � I I ��! t l � I I I I I! l I a I I I I� � i : I I I I ll , l � I 1 , I I ; I I _�i :, I I I 1� I . I _j I I �; T: P ::4 I� � I I 4 ,I 1� l 't I :: 1 t 1, I �i I � � ! t j it lij I ; I � . I II� ,I I i �' t,1 I I I . I I I I ! I� : I � I ;��i� I t I I � t i . � i i. �i i I I I i� I ,�� t I ,I I 7 I I . I I . I I � I I , I I[ : � I i ! I I U) z � � I I� � I 1 !� : � 1 I , ! � I I :�i i I 1: CO I i � t, [� � :I , il t,: ; FASTEN 7/16"OSB W/8d @ 6"O.C.ON I � ��! � I I !�� : j : I : I 1 ! l I I t 1 ; I I ____ I � F �! i t: I : i 1 i !� i � I I I ; t I , ii'll 11 I� I _ % 'I i � I I I I t EDGES 12"O.C. IN FIELD. , d�ii Z � l l: I I I I - I it I, [,:i� l!, � � I ! � I � : I , : 1 � i It !I i I I 1 , I I � I I �� 11 ,I�l �� , , 1,�I I It I �. I 1 4 'I � � 'I _____� � �,� I I ; , ;! � �:I � V , I I ! , l I � � �i 1��! � I : I j:,� 1 1 l 1 I I . � : I I , ,, i I I 1 : 1, � I ji! I� , I ,t: � "O.C.ON r_ I � I � I . rlll , � 1 ��' � !, I I I I i FASTEN 7/16"OSB W1 8d @ 6 _____ I I � , I I . � I �� , ! � ,1 , � , I I � I �! ��i ,, !,I - ; � ;� � I 1 I I I ______ - 2X4 LATERAL AND DIAGONAL TRUSS _j � I I I � I I ; 1 I I I i � I i ' ' 11) : � I I 1 1 1 1 E T__ I I I ' ' f 1 I, , , I I I � � I I - , 1�, i� :� 1 , � I ! I I 1 1 . DGES, 12"O.C. IN FIELD. - � < I � ,�;; �� i! I" :11 z I � � .--------- I � ,I 1 : , � � 1, l I I I I l :I � �l; � I I '' , :1 I I I I I I 1� 1 1 i I � t BRACING AT 24"O.C.. FASTEN EACH I i l'; � i !� I i I i l t 1 1 i J l, li l !� I , : : I : ! i 11 ,ii" 11 I 't, 11 9 1 i I .. I i I I I I ; it 1 1: : END WITH (3) 10d TOE-NAILS. . " I � � I lt� � 1, I� I � I � . �a 11 ; I � I 11 ! : i I I I � I I I I � I I o � � le I � � ;I 1 1 00 I,�� I 11. I I I I, � I !I I 1 1 16"O.C. 1___1 � � I I � ji� � : � � I I I I I �1 l : 2x6 SPF STUDS AT � I � !! � � : 1 1 1 11 I I I I I l 1 1 1 I I j:j � . I � i I : � I i I I I I I � I I I I 1 I I I 1 � I I I I ROOFT � i -1 RUSSES OR 1Z . WALL SHEATHING PER TYPICAL I , I � t� � � :I i i N, * 0 I , � !�� I� ,�i I I I � � I t il � - I I I I i �i ! ,�] I I 1 : � I ;I I I � CONVENTIONAL FRAMING I I I : I i I i � i 1 I I 9 � � � , o ,I A ::� i: !f [ � � i I I I I I I � : I l I I I I 2x6 SPF STUDS AT 16"O.C. _� WALL SECTION. i �, ��! i'l l! 1� , �t � I � i I I I- C) I � � I t '! ::;� I ': ) I , , I I i i I : I I - tI � , , �i !� : I I t, i � ! I I I I : � I ____� ITH 16d � � � I I 1 I I I : 11 I t � I I I , � i I I : � I I I I ____ FASTEN BRACE TO WALL I L �1�, I U) I I I 1� 1 r,� , , : t !ill � : : ! : , : � I I ,,tt -�l ", � Z, I I l � I � I I � I I . I I I I t ! I ______� 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY - I � 't I I I I l- I I) � I I, I ! � I ; , ,� , � �� : I - i I . I I � I � NAILS. I I 1 1 I i l� �. I I �i I lj :� � 1 1 I I �i �! I 11 :it � , i I I I jI IF: I I ;l o I I I 1 � - � I I t I I �j il, ! 1. i � t I . I It I ii:t 1 l ":, i , � �:, I I . � I�! � I I I �I I � 1�V ! I I I : � z , �i I , I ,I � , I i I � I I :: t '' I ; III il 1/2"ANCHOR BOLTS AT EACH SIDE OF _I------ ,-1, 2X6X6'SCAB. FASTEN TO TRUSS 0 1 �, i 4 I'll I � ; ,�� ,__� TOP CHORD WITH (2) ROWS OF I , I t I - I I I . I I j � � : 1: H � � ,, l" s, �� t I I � : I i t r I f I I � ,� :, N � I I �i i ----I I I I I it, I � �i . I i: e i , - i I I I I i 1 T i . , , I I : � 1 Od NAILS AT 6" 0.C. ill I ]'I �,1 � I I � :1 I I I I ;, �, � , ll , 1 � � , , I 1 , I I t I : � . i i I I : l t ll t ,i : � - "'� 2x4 No.2 SYP BLOCKING AT 12"O.C. . I It : i:� ,� 1% � \,_� --P:* I i I � �� I !�: �: :: ;� t t ! � I . l : l � I 2x6 NO.2 SYP PIT BOTTOM PLATE.APPLY BOTTOM PLATE SPLICES. X N .I-,' 100 I I t. ��!i t , I ,:� : I'!� __----- "ANCHOR BOLTS AT EACH SIDE OF I I I I il �, I I 1 3 , , �1 , t I t I, � 1/2 I� I I � l; . � I t ill - I : I ! i ! 1__� � !1i I I - I i� � i f �� I i, � t i, : I � �� 12 - FLOOR TRUSS SYSTEM BY OTHERS. ii� I I � 1i I 1111 � �!,� � , I I � � i I I i� 11 . - - '. : � �4�pffiwm_ 1, � - [� 1 ; � � I I t � I I . A� , I - w I . I I ,�� : �� I I I ;I ��, I � � I '! � , , I I! .I BOTTOM PLATE SPLICES. I . .4 FASTEN TO BOTTOM CHORD OF I I 1.6 . .1 I'll 1; , i; 1 t ii ! I I I r . I . I - I I t i I I l, I 11 . .A V I 1 1 it �, :::1 I l t 1 1 � I i I : 1 ! . I � � . - T !> I , Jl� I I I I I I I z I 1� � i . ; t I 'I �� I � I l "I � �it I 1 l I 1: i I I � a 1. ,, I�. >_ I � I I fi ': � Ill ' : 1 ! � i 11 !j I I Fil I I � I I i I . I : , I I l� . I I � � ,. � __7TFTIT I IE1 I IEI I IE I � I ,I , Ill I 1� i�� l I I ! : I � � BEARING WALL BELOW. ; t I �� I � I . I . = OR FOOTING I I I : � I I �: I 'I,i� � i I � I I I I � IIIEEIIIE I IEEI I IE . - I I=,R:1,�� SEE FOUNDATION PLAN F _�_�� I _o 0 1 i I I I � 'I' �i, I I,I I I I 1 i �� I I 'I I � � I ---P17T I - — 4 A—=1 I iE71 I I � *_� TRUSSES AT 24"O.C. �;, :� . , t � � ji i� i ; TRUSSES WITH (3) 10d NAILS. �I I :1 i, : : l� I :� t� i l I I I � : I I I I I I - I I I A 4� 4 , I l I I I . � . . � — � � .. -a I : � I I: i � i t'�l I ., I I 1 I I; 4 �� I . I! j [ , l� l t 1: � 1E __� C� � �, I , I I� t ; I !I ` � � �: : 11 I� I I I I I I � 1�I � � =1 I F =1 I PA I . I I 11 I I k I� .1 � I I I � !� �i I ,I 1: 1 ; � � [ : � I I . � 4 =111=111 :1 I FEI I F SPECIFICATIONS. I m M (9 0) (D I . � l , � � , 1 �! I I � �i: % !� I 1 4 ::ITT-T------- = oc) : I I I I � ; ! � � il 1 , I T SEE WALL SECTION FOR DETAILS. I I I ,i� 1 41 , . . - - > 3: , I , :r i ii� I I I I � , �; I I 13 . r- ly_ _�e - 6 - 1 1 � r 1 1.11 �� I j , -1 ; � 4 I � 1, :� 1, I �� ,,: I! l I I I . � o ('D 2 (D I Ii ,I I :'I! : l 1 � : l � El I I= , , I I If,1=1 i - — — 77 __ Il III 1 ?: (D A I � i I � i i i T SEE FOUNDATION PLAN FOR FOOTING I IE�11 I 1��EE 4 - = I Iv/1—— I , � I .: � 1 p I I �: (1) I 1 I-LIF �,=,_Ll I T 1 i� I I l I lI �� l I I I i I IT��Ird_ - - I, 1 , I I F, - 13- l �� t , (13 j, �, � 1 I; Il I l : ,� � i , � ::l, l, , I! �, '': I FEI F�l I FE1 I FEI I 1-1 I I SPECIFICATIONS. -Ill i I It 11 I 1 - ': 1:1i I I I, I I : - I -r- 0- I I 0 1 1 , i I i� �:: , 't ,:I 11 11 I .! 1 , F I : 1 I I � � ! [ : I !: � �i :l � .� 0 a < � �l , ;�, I 11 i �:, : I I -I I 1=1 I 1=1' 2X6 TOP PLATE. � � I 1 11 : ;i!� I 1'1 , i , i �I, I! it 1: I, I� � ! I I I � i I, ,1 � I =111=111= - - III � . I �i: � H� l I t I - - , !I l, 11 ' 'I 1, �, i I � I I 11 , �71, I ,, I 1 1 1 1 l� , � I , � !I I I I l t , i t; , � :1 : I ti WALL BRACING DETAIL l:1 I t 1� : !� 1 . � : ! I ��, 1 ll 1�� I , [�� Ili I, �, i: �, T I �, ]i il - ! � �, � , � flH i I � � �� : \_ I � I I t . I!, 1 I H! i 1:li il 1� �!, ,�:,1! I . � � I I 1 3/4"= V-0" � . I �, I I; !I l, 11 ,� il� �!, � I . . I � �I, � ' ! I I 1, ! , 1, I 1 � I [ ii: �, I ' ' I It, 1, � . , ___�__1 � � . I 11 , , I, I . . : � ,��,ii ij�!;;, ,,, , � I� - �J,l , 1 , . I � l� � ", I , , , �t I ,,, I , i � a"i I I , ;", , ,,i: , , , - h � 1 I . 1"f ,,, 1, ,i'' 'i , I t''I" � I'� ,, , , l� I �,i � "', ��" ;!'�,l��,,k��,�,��,��i��;i�i,� : I ,,I� ,il , z , I ' i jJ it i� I,�:, � � 11 ��Il, I I 1 I ,i� T, 1 i " � 1 ,,I� , i 11 , .(D- I I I 1 'I I ,:!I, � , I � Y ItIl,��,P -f, ,J� 1";I� ,� " li:i , l,i " ` : I I 1 _�I I i? � 'It !,IA!,;,� I'� _ � l I P., , "ll It— It CANTILEVER WALL SECTION 11,� I'll, ,jlj�i �'11_ 1; ll� �'", 1, �, � , , 11% I ,� I . � f I � �,� I�l . I 11 ,� �l -STORY SECTION - , ;411 - ,[ Ilif �; It, �� , I 11,1111 llllll,�,' ` '�, TYPICAL TWO - &-3/ ---- 6X6 PIT NO.2 SYP POST ABOVE AND . I � I, I . 1-1 ,"W , ,�,1:l- I 1 � 1�111 — -0.1 - EN BEAMS TO POST - , � , t ': �!'' �1�i�� "i' ' ,�4 , , , �, t ] � , I I jIlt'', I, t,iifl , � , � 1/2" = 1. � � �� III �, �; �l" -I I �: 6 '!�:� 11" _1 �� I � . VERHANG SCAB "P I ,:,'t , �! :...t� 1 ! 1, 1 : %�, 11i , l, � ��. I ,, I r I l�, -, ,4i�' '',-O"'I' ' - 1/2"= 11-O.. I � , I I I I � 3/4"= 11 � � ,� I I ll, , � . �� , , , I. , ( ) 14 -01, WITH AC6,ALL HOLES FILLED WITH 16d W . I t .j, 1 � , I�, . I I �� I '', I 1[ "': I I '' ,l:1'1� , I . ! :,': � i , I 'l;ll :- l�, � :I�', � _'� �, , :� i.I :,�, ,� �,�)I 0 I 'll, I 1� I It 4 11 , I , "I , ,��,,�I: � ";I I I , , �� I! I � I I � �;,) , � I I I � � � �1 � , 1 HEADER KING STUDS ARE NAILS. l ! , , I,�� I I �l I T � I f, I �i ,,,, , I III I ::::Fv7�,j _j " �! I I , � I � 11 � I I 0 - I � . � � I I I I — ` � I . I I I .: I , i� � � I , �` I ! i i I I 11 I ; t I . I I ''I I , - d, I I �I i �� i 'i zt � : I ?, Sw SEE TABLE BELOW FOR SHEAR III I le ACCPETABLE AS SHEAR WALL END I I I , Sw __7 1 1 1� : � , I WALL HOLD DOWNS. SHEAR I �I � � I I I I � 1 : I 1 1 �� STUDS PORCH BEAM. SEE PLAN FOR SIZE I I I, � I I I . I I _____� I < I I I 1: I � I I I I I i . I � � I I i I 1 t . I I WALL ANCHORS TO BE WITHIN I � I I AND PLIES. I I I �� i I � I I � A � I � I f j I I i � I I I I I I TOP VIEW ; I It I i I I I I : I I I i I� I i I � I , u : I I I, �t I I , I ::: � I . � �_ : I ll I � i 1� i : iz l,�'' ! I[ � l�l i I l I � N -- 3"OF DOUBLE STUD GROUP. � � t I - .. . I i � i I I , � I I I i 1 ; lit I � � =:�, i El ,;,il � � il �. � I 1�1 1111 i l 11 �j r i:;� � I� �� I i ; I 1�� ,�i l,��, I 1� i 5 . � � W � i ' ' , I I � NI , � 1,1 , ' I I 11 I: r j t I :� WxT'SQ WASHER AT TOP OF _,, :� - i, I I I � t ill 1 1� I i I i� !I l� : ,I ; i -_ I I �� I � I I, .� 11! - 11 I 7_ SEE PLAN AND TABLE BELOW FOR l � , i i I I '11� : ( I ili� iil � t ; : ; 1, 5 1 �! � �� , �l� 1 i,,� � ]I i I i I I I \ I i I I, ,:i 'i! I 1, , � i I ,I I � � j E THREADED ROD HOLD DOWN. i �'zi l ��I, 1 1p I I , 1 �l;; �i L t I I .1 FASTENING. � : , t � , : � - �:1 � : 11 i I ,I��il 1�!Il I , � I ,ji :�! I I; �: ,I i � 1� TRUSS TO STUD GROUP 0 � � I I ,�� I I ��, l i � , � �i I� I I I I � : � t ill , :1 ,1 :i . ::! � � , I , e,� i I 1 l% ., i�l I I I� X. 6X6 PT NO.2 SYP POST ABOVE BEAM. � . , : � �� 1 2 . � I I 1 , , � F , � I.: , i l I �� 'I �� , I ! i� 1��',�!I�, : � I t I I I INSTALL DOUBLE STUD GROUP AT � I ::, I , :;� , 11 :I I I i �� I , � , ... I , , 1�1 I I , � lli I I � � �j �! .. �1 I 'i��l I! �1, � i: I I � � � li ; I l j � I - I .. FASTEN BEAMS TO POST WITH AC6,ALL I z I . � : �t I , I , ; � ; I I I � t I I :i ,';: I �l EACH END OF SHEAR WALL. I , � I � I�, , � I I I I :1 � I � � t t I i I : t i o � I I :" ! i I 7/16"OSB FASTENED TO � HOLES FILLED WITH 16d NAILS. � 1i I �, I � I I ; "___� (D I i I I ! i I � : Ii I I I l� Ill 1 : 1 tf I � I I � I ' ' ! � I , I I Ill - -1 I � I I I! � ! . 1 ;;�! �:I I � le . I ,, � � - I ,,-' FRAMING W/8d AS SHOWN IN 11 ! i I . I I � j I : � . — I I I �: , : � -.1 I.-- .. � I I ! I z I, ; i : I l[i� [ t � I I I I I THE TABLE BELOW I li I I � : 7/16"OSB FASTENED TO FRAMING I i I . ! t t I I I I [I � :� I � � : , i � l I 1 � 1:, , � � � � I , FOR AL I i j� :j� I I I � �: i� � I kia AT 3"O.C. ON EDGE,6"O.C. IN 1 5 : I � I I I L UPLIFT CASES, INSTALL 2X "'�� I ,� �1 : I � ,, � ii I, W1 8d I I� � L I i, � I � : I t SYP STUD GROUP UNDER TRUSS AS :�_,� PORCH BEAM. SEE PLAN FOR SIZE AND I I 11 �,� I I I i : I � I I . , I , I I --- " 7-1 2 I l� � I ; � � : !ill t f .., !: ,�, - !I � � , ; I I � : �� 11 1 t ii i I, � I I FIELD BETWEEN DOUBLE STUD : I � I I I I I � , , � � I � ��i � INDICATED ON FRAMING PLAN. - *- PLIES. I� I I I - I I i , 11' � � � ,1 7/16"OSB ROOF DECK , I � :�, I I i I i t � !� 17 : l � I � ), I . '':: I I 11 1, I : � � I I I I ! ll � ji , , t 'I �: ! 1 1 : �� , �� I �, I I t � � � �!,, :::I � �, : I t I I ,� l I I � �� ,:i ,, , .! , , � ; 11 l . 11 I t _� I T te , . � � I I t I 1 11 � � 'I S T NUM ERPL ' � ,e RING SHANKS AT 6"O.C.ON I il � I .I�: 11 '�_�� 6X6 PT NO.2 SYP POST BELOW BEAM. ry i � I I i. � i �� NUMBER OF STUDS TO EQUAL THE I HEADER KING STUDS ARE i t -, ': I t : , GROUPS. : � � � � � < � I i I , �I . l , I �, � I �i., I I I � � : ACCPETABLE AS SHEAR WALL ,'�z FASTENED TO FRAMING WITH 8d � I �I I� : , : , � I : � I �T� t , � ,1 ,5 11 i , 1 END STUDS - ! I --- i I I t � 11 i ! I �,� I ,; I i I �I �p I l I : EDGEAND i ;,�[ 1 :; I , � " I I I i . - ii � I t ; III �t t:t I ��l .I - - _---- I i I � � I I i I I l I i: — ---I- , � i �� 1 , �, I 1 �, � I 1, I ,� ' I � � 'll , ll� , --) -1 . , i I � � �I i, iii , I \ HOLES FILLED WITH 10d NAILS. I I v I � I I : ! I t � i I I I — I � �, i iw ", I . I I l :I 11 I I I I �:: 1 '! , I AT 8"O.C. -_ � : -!, !� I I 1, I I I I I I o �. __`I`_� RAFTER TO BEAM CONNECTION: I i ill � : � l I I I I I � I � l :11 � � � MINIMUM OF TWO(2). FASTEN STUDS I I ,I � � I ll! t � � 1; I " �I :. " . i __ 12"O.C. IN FIELD. � � � I � i U , i "I,I : �1 � , FASTEN BEAMS TO POST WITH AC6,ALL U_ � , ,-_1 TO EACH OTHER WITH 12d COMMONS I I� I t , , �: : � � � I :�i ; I , I �; 1' 'i I � r I I I I � . I I I I � �,i i ,It :� I �, I I 1 ; I � !� I � I . . � I , I 1 1 1 1 1 1 � A i I I I ,; I � I I q; � � � , �, , I i� 11 :,I H : i 1) i 1� � I I I �, I , -, . . � i i! , it � i� H2.5A WITH (I 0)8d NAILS. ,� I I � I I p I I ------ . 1*�' � I I � 1!li I I� � : � , I I I I I t , 1, I ELEVATION VIEW I - � , :1 : I I � �!I: I ! 1 :! !, : �I ;i : I � I �i � I , , I I �j I I 1 I I I I t 1 7 11 - i I , �� : I I ! I I I I � i I l � , -- INSTALL DOUBLE STUD GROUP I I : � L � I I I I� I � , ,I �l � 1i 1 1 1 " 1: t I t I I � li I , I I I I ; 'I I . � � � I' I I t t j 1.: I I � 'l I , t, , I � �� , I I I I � �i I FOR U1, 1/2"ALL-T : �! � i l 11 i I i I � I I . t , I I 1. : i I I I !. 1 j : i t I 1 r , I � I 1; !� 4 , I 11 I I I . : � I 1 I !l , � ; �;, . AT EACH END OF SHEAR WALL. I I I I I I I I . I, I � : INSTALLED SUCH THAT EDGE OF . I � � � I I i I : I . I I I ; I t 00 471,11 1 � 11 , I I : I ,�� ; I , 1 ll f ! : 11 I t . I � � I : I � �i I � , R WALLS, I I I : I ,�, I : I - i I I ! i � 1 It ! " : 1 � ,�� !I I t I I I I : I � l FOR DOUBLE SHEA 6 N LO : I I I �. 11 I i I L � i I it � I : i I I ,,I , WASTHER IS NO MORE THAN 3" FROM C co(O l I I I cy)1-- i ` I �� %, l I ; �� I ; i I � : 1 i ! I I i 1 � I 1 4 -PLY 2X12. FASTEN PLIES - LO cN I i ; I � I , !� � I i � ----- USE (4)STUDS. ", FASTEN DOUBLE STUD GROUP TO . 2 - I I I 11 P ]; - � � � " I I � 1, I l I I I i �� :ill I I : 1! ,;, STUD GROUP. WASHER IS 3" SQ. � _---- . I � :I I : t i 1 I I CY) I I I � I: ,:1 [ 1 - 11 it* I I l7l � � : I I I I � I I I I l I 1 � I I I I . -_ ER THE SHEARWALL . TOGETHER WITH (2)ROWS OF E ELEVATION I i i: I I ! I BEAM P a I I' l 1� I � I I � : � ,� i '' I I 1, L i I ; I I: it � . ;__T . W< I = I I . �1� . i :� � I I I : l J, , 0_0 �� I � � :,:I , I I , I ! I I t : I I I � I � � � I I , I�l , , : 1 1 � I , 10d NAILS AT 12"O.C. = _5 i I I I I 1 , , � I I : � � I i I � I : I I :: I 1/2 ANCHOR BOLTS AT 24"O.C. @§1/21- 1 1 � � � �l � , : � l� � I Ii . (13 (D I I I il I 41�, ,,� � I � �, I 1 7 1 , �! I , I ::I :1 I I� :� --------— I STAGGERED. FASTEN BEAM TO '0_0 I I I 1 1 1 1 1 � I I U) I I � 1 ,i I I 11 ! � . - I ,I I I I I I: Ill l� � � I� I , I I I 1�, � .= � k! - : ; I , I I I I :� I t L BETWEEN SHEAR WALL ENDS. I I � I, - . I ____� I : � I � I � � I I � , . Ill :1� I � I I 1 �, �. I'! , ,I : t I 1 � I , , 11 ff__TI 111 I I I I-_ POST WITH MSTA24 STRAP,ALL 0 .2.2 � I I � I :" : ill I 11 :i� EMBED 8"MINIMUM AND USE 3" I I I ,I � I . : , Ilr,� I ,I l �� ,I I I I I ; I e, 1, i, I i �'�� I E u_U- � I : : � , I I ;; t I ,� -7 — I I 0 I 1), � I . I 11 : � l I ,I I _�,,s 1. . . I 11 � � 11 I : ,� I 11 . -[— t> PORCH BEAM. SEE PLAN FOR SIZE AND � , , , , � � I Ii ,: I , I: I' , : i ,� � , , : I HOLES FILLED WITH 10d NAILS. t � � I C> - - SQUARE WASHERS. a) I " I L I I . N k 0 , � I I I I :: I � � i I I I Ill ,� I I 1 i 11 . : t I 1 : I I . �, i , ; , l i t , I � i ii I I - . . - F_ __--- : I I I I I i I,I I� ,: ,I I , i I -_ .I . .. , . , ,, I I w , I I Ili I I �, ! I; � " I I I I I t> I PLIES. ca C:) I � I II I : l, I ,!I 1� :I I T 1 I I , I . ,I 11 t> U - > . I . I ____� I I I I I I I it : � I J 1 I I I I � � 1� � I ,4 I � 1 � . . I I 2X10 BEAM BELOW LO I I I �I. I � ! I � [ j �I I I . I 41� .� � . 15 . — ,�_ ;S C14 I ! - ;�� ; I � I l i I . I I (D , 'i , i, � I ,,,,-- 6X6 PT NO.2 SYP POST ABOVE AND (N C14 I I! I I i 1 1 I , 1! , I I ; � � 1 �i , : : � . I 1;> a >1 I 1% . . � I M l � 1 I I . � I I I 1 � � I : ; I � I ;> > . . .DO ... . DP � I I I I I I I � �� li I � I , � I I � I i � : I I, I . -.b I I I 0 .2 _j � I � I I 1 l I � � � I � I I I il I A> . 1:1 . . BELOW BEAMS. FASTEN BEAMS TO POST '5 LL . ; I ! I � 1 I . ,! . I -0 I t � ,;, l I I i � i t I : , � l:� I 1,� 1 6 1 1� I I . . . 16. � . I I i I I a . C: U) I, : I I . . I z I 9 i I � I i I i I I � l . . ) ;I , I I I ��! �> :> � �> t, � � — IQ M _r 0 ! � I I ; I I I ; I I I ,it f I �t jl� ! I r; I � I ll � i � I L '11"'i X 0 cc I I I I �c �1 : I - � , 1 1 � !Ij I � I �� :i � I � , � : 0 > I : I WITH LCE4,ALL HOLES FILLED WITH 16d ; .�!, : I I I I 1 1 ,2 11 � z i : 0 1 1 1 1 4 1 ! 11. t I! I 1 , NAILS. I ��l� . I � I - I I t � � IN71 a) 2 a) � I � I , : �fl : l � i� I , 100 (:) li ; I : � I I I � I I 1, I — I . t � 1 1 ;�� i7i I � I I I i I � I : t 1 (D E; I � I l , , � : I I I , I I _12 = I !I � I , , I � I � I 1'': I I '_� FOOTING BELOW. � � `*'�� PORCH BEAM, SEE PLAN FOR SIZE M ,It I , 4 : I I � I � I I i � . I ! ! � �It ! i :: � � t !! 11 I, I :I 11 ; I I ; t � I ! , I i I � 1 , I t I, -- 6X6 PT NO.2 SYP POST. .5 (I I I I It , 'I, I I � � � I I I � , : � . I i 1:t� � I 1 — k — � I I, I : �1� �� ; � I I I I I I I � I 1 I I � co I I I I �! � � ; I I �1 I I i I I I I I it i I i:I I I — ,I I � "I t: ! I . l i I i . I : ! � :1 U 1 SHE ,____� AND PLIES. 0 I 0 "t i I �� , i I� 1:L' � � ' I �. � I I I lI � III, � 4 i � i � !1 �' I U2 I U3 ARWALL SCHEDULE I L� 1 I I I I I 1 1 li I� [ i �, �iil I w It ii I � �I , I � , t I I i i � I I , i::1 . TOP VIEW N I � I � �: c :1 i ,l I ` ! ,I I SHEARWALL SCHEDULE l4l! � � . t I I I � I : i�I I (D -y- 4 1 'I 1 , �i ,� it 1 �i ! I I � � � ,I !, ,::I it I i 1 : 1, I j�I t �: , I I � �i : — (.) I o II i�i � I T � :, , : I . I . ,, I :i I ( r I I I I ,�� I ,z I :, ill I I I I I � ,, '! 1 I � _t � _____ 0 M C:) � , " I� T I i I , L � f �,[ `il � �1 � I � 1 : ! I � � !, � I : , ANCHOR SIZE I � ; ,�l I :tji I L�� , � I I ; I !! 4 � :i �l, I � : : I i� l , Ill 6X6 PT NO.2 SYP POST ABOVE BEAM. I r I I I I ,�i � I � ; co --j 0) � I , I . � : I ,,� I I ,. I i I I I I � , HEARWALL � �.11 t.1 '. I I � 1 . I, I � I � . � l I L I �i � I � tj � - , iiI': i I 1 4 l� 7t �!! ll 1�I, ,� I , , � � �:� , I� I � - I � t t 1 :7 ' SHEARWALL EDGE SPACING S E AND FASTEN BEAMS TO POST WITH LCE4,ALL , I I I i� ,, 1, I l t I i : , :1 ,� 1: �:�r t 1 ! �" t � I � t , [ I I - 1': I L� I - AND EMBED SHEARWALL t:UU SPACING 8d SHEARWALL ANCHOR SIZ I I I I � ; t 1�1 � 15 ,I ,; Ill , : I , � r[ : t I I .11 ,� � 'iIi I � I E 1/2"ANCHOR HOLES FILLED WITH 16d NAILS. :I :� � 11 I l� [ i� . I I P� 8d NAILS ANCHOR ABU66. US I I - l I v 1: , � I I � P I . I � , I I 1, � I , � DESIGNATION IF I ; I �:l � � lif ! 1 t , ' 1� �' ;� , : � ; DESIGNATION `1 ANCHOR EMBED DEPTH I ,�, I � 1, � !:(�, I i �� L : : DEPTH NAILS I I I'i ,I, � I :�tr 11 i� 11 I t �� : I ''I i I "I , I : t l I I "i I I I I �l, I � — EMBEDDED 6" AND ALL HOLES I � l� I , � L I � i l � l%%jjj10I01jj0jj I, I � . I � i,� l � I �, I � I i I : , �; �_ L I I ,� l� � I I t , It[� ; I I I I "DEEP I I ,. I I ,, il:l i , 11 I :� I I �;� I ]: I : : SW 31,O.C. 1/2" ROD 1/2", 12 FILLED WITH 10d NAILS. " P I I I � I , , � : I � I ,A '.4- 6 . - �%4 - t : - , � I ; ; � it [ ��ll � 1� , �1 1 1 -t ,iii 4 k � I Ii4 �� I I � I :! I' )! lt:! I 1� I - 1%1!)P vv I I I . I yj i� j, , t�t I 1, I k , l — 1/2', FASTENED AT . . , I I P111 � I I I � t:iit�' I i , I � 1 !t I I� � � 41�i NAILING -SD 7/8", 12" SW 3" O.C. 1/2" R D - . 0. I PORCH BEAM. SEE PLAN FOR SIZE AND I I I : , I I 11 HDU8 S2.5 I �d� �! j i� , I�i, ;11 ; i , [ �l 1 1 , UPLIFT SW2 2" O.C. I BOTTOM OF BEAM � ,� I � i � z , t , :1 ,�i:, f'': i�l '�� I � � i ; 1� I ! � �il __ I - - � 1W I � � � , . :l 1�1:1! -L, I'll I, � : , I , I I l I I I I I . . I �i,� �, � � ! i , " � 11 f��: i:I! ; ;r UPLIFT PATTERN I I 0 ! )(-� .==::�'— PLIES. " l ; I :� , A . . " 'I ! !f L :1 � I,��I I : ! I I L I � i t r I I I I � DESIGNATION (10d COMMONS) (2)HDU8-SDS2.5 (2)7/8", 12" 1 14 I I , , I ,! �:i I I � �Itf � I I I I , �. I 1 1 :t RANGE . V � � %, I 1 1 1 f.i I I t � ILIBS) (2)SW ' 3"O.C. - 4 , .1 - -. rv%iry I I � ; - I I , j !t� I,l � A = A - 1, I 11 ,4 ;i I I d'i � 1! :111i : :i pl� 1 :I � I ,! , , I , i -SDS2�5 (2)718", 12" '64 , � a It Ill . I - - . 'I 11 J I I, j I I . I ,� I I I � ifl:l � 11 , � � (2)SW2 ' 2"O.C. - 16 1� : NO 93 ", i �I I 1 ,I 3� T.:4;7 � ! I 6 I : 1 � I; : '*�_� PORCH BEAM. SEE PLAN FOR SIZE AND V, ; ' Ii.: � , tl , l I , � ` I, I � [-li � i ; I li � �I�j� il i ; ,I � , I � (2)HDU1 1 : ,I: 4 1 I L I 1 i: I , q t : i '' : :1 � 4 f;3 , ,I 1 1 1 1 -1450 20 1 " Fn . 10 I I ljt�� i 1: l , I . I U1 1200 HTS20 - — � 0 1 : 1 : �, I ll� I I I K , :� ,, ,I — I I : = A - I li, 'I � � I I 1 � . — . I :1 : � I — I I �_ j l l� ! I I I i� I ;i, I I ;� I 11 't i I I * I � � I - t i, li, '' I I I � - — q . )C_ PLIES. : * = I Ij , I 11 I 1 NOTES I Il- Ill � �I . I � I I I : � � 1� I � � I — ___�� .1 I l I � I I � I t I I (2)HTS20 � I - N 1 4: 1 J�; i :!i! I '' I I 11 � I � 11� �I U2 1450-2900 EACH STRAP # * � 40 - I 1=1 I I = . � I ,� , I I I — — I , �� I � I I . I I , I i; I I 1� � � I -I I it — . — 114.* ;- !. . Q:. 1z I I I ��,�l2�, tt 1: i t I � 1 1 I . I t� 1� 1 � i � I I � 1, � f : F I I 1�� ! 20IN "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. , "_� 6X6 PT NO.2 SYP POST BELOW BEAM. . 11 : i �;�! ! t 1� , i I � 1 I t , �, i� : i� � I . ; I, � I I I J I 1. � I� t I I I I : � ! I I I= a . �, , I - : A � 1 1 "i ii I I i I I 11 �, � : ,!t . � ''iL!t 1 ; 1 i I I I I I 1 H I Z I I 11 I: I I I I I I I I 1! 1 22 TFF 11; [� i i I I � :t i : I I, I i I�I 11 I I.-_ I 1� I I tr , :It :1 I : 1 I 8 I I I,,,, � , l: , �ii I,-C I I 1 I I I . ill - I I I 2 - - -1 I �__ '101X,41IIII , �� ," I � � 11 . ;I � I I � , � : I I i I I ! l I 1 2. 5/16" HARDI-PANEL IS ONLY PERMITTE . _11M11 - -F -' I I �,l t MGT 0 , :% I F�,:L � L, : I I I I '! � I I ; I I � I 2900-3965 @��_,/_��IIIIIIIIII�� FASTEN BEAMS TO POST WITH LCE4,ALL ��,�,- ,11. 14 � , I I : i ! I U3 . I I 1� I i� �: i D IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF =1 I 1= F1=-.4�1:N ,.I X � 1 : i; i � I j� l i ii I I s I I ,I � � � : I I I - Ill- I I -4 1='�,_ 18"X1 8"X1 2" FOO'l ING WITH (3) HOLES FILLED WITH 10d NAILS. I � , � I 1� I � I I I I ,it I I I I I I 1 1 I � i i 16 SHOWN ON THE FRAMING PLAN. 1� - - I I I I I I �1, 1 1 ji! i I � I: I l l � U4 3965-9250 HGT ill. . ...._. I . I I �1�1 1 ,J�',�; -]�I� I I:I": � ] 1, I I h Ill , , , I � 1 : I , I I I t I I , ;l I I i I ; _� il I I i I I - — I — 1 #5 BARS EACH WAY. *,4e7r1,Il011litt%%1%W,` � I I I ! ,ji� I I �� I i I .— . I I I ill i 1! 1�l% 1 :��,v , � -1 i - I j � � Sheet No. I I I . i 1 li� � i I 1� — " - I I � I I i L i I I I I ll: � :ll , k 1 :,, � � E � it I I � I � : � " F lit ii ",1 I t I � z, : : :I I I 3.OPENINGS IN SHEAR WALL'SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE I I � 1 1 �i I . ELEVATION VIEW L I� I,I I � I 1� ,;i, � ! : I I l I , � �,, ,:�,��: t I I : � I � I ;,� I 1 , !,�1 1 I i 1 1 1 1 � , l f �� I . I I I I I I I: I I �:l� i , l' i :li I I � I I I � : - ATC FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW FOOTING TO BEAR ON FIRM ! , i � �� L, Ill I :1� II I it I �! ,� , , � I � � I I.GH.0.PL I F T�C 0 N N E C T I_ON � il , ! : I ''; :, �, �� - � I . � l� : 17 �� I I ,ii i I I � �� UNDISTURBED SOIL. I I � i � � i! :I � � i , ;I I , , OPENINGS. I � I l� I , I 1 1 - I, I: I I Ts l I I H : ,I � � 1 :1 � ;1 i: � I I . I i It I ,l I 1 fli ! ,�i : I ; �!I: I I I : I , ( rN � t . I I I � � i , I I � I : I I 1 : , , : I !,, � I I I I I I � � � I I I , ; ,; ;; I I � : I I . � I I I t � � ; ! I :1 i � ii I I 1. : 11 L � I l I I I ii, ;: � 1 1 t I I i l, � � 1 : � 11 4. SHEARWALL SECTIONS ARE�NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS. SEE S301 I 11 ,� � 11 : I It � I 11 !: , � l � : 1 1 , 2 ! I I!, I I � I ; I 2� r i Til � ! � I � �1� I I � 'I � f � 11 : � ,� I 'i I I 11 I I I I 11 I � , � I I I 1 j TABLE FOR EDGE SPACING. � ! I I I I I I I ; I 1 1 ; �, , I I L ! I i � I z I , 1 � I I NOTES I I , I I , , I I�� -THREAD 12" INTO FOOTING. � , 1 I t �� 11 I I , � I : 1 ,i I: ; 11, lI I I t , I �, I l I - I , 1. USE 5/8"ALL-THREAD FOR MGT CONNECTION TO SLAB. EMBED ALL I I � I � I ,I I I 1, ;j L I I ,� I� ' I � j ' '.� 11 . L� 1 I'l I @'3/ __ �� 11 I :!; ,I � i I I @9 I� �I 'I. ,I )I - I I ,t I I it,J" , ,I! ''I, ,. , � I '' I , I � , "It , 11 I'', ,, I � , , - � I Ili :,, , I , _ . � l� ,t �1, .�11 , LY DETAIL � ll�I I I I I I '� I� , � I.' ', "I . EMBED ALL-THREAD 12" INTO FOOTING. : ll ,�,�I c , � t , , ill, I �L I It � 'i . .:t'Il 1�1 I ,� I� V - 2. USE (2)3/4"ALL-THREAD FOR HGT CONNECTION TO SLAB ASSEMB I 11� ,I" , i 11 �, I-, I I'' " ,� �,_� I � L 1 : J� I I I "'' , i 'l , SHEAR WALL - 4 OF 4 � 1, I 11 � �JI , I�:� , t I III ,'I t 1, � I � L �iIi : I :�, I 1, 1-i,:.i'!i , ,4 '' I ,� I i , 'I � k � I 11 �, ,!� �I,i i ,�i, I I . 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