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PT 2X6 SILL PLATE W/5/8" dia. x10" _BLOCKING BTWN <br /> ANCHOR BOLT. EMBED MIN 7" INTO JOISTS @ BEAM <br /> CONC. & WITHIN 12" OR SILL ENDS EXTERIOR WALL w/ 16d TOE NAILS <br /> W/ 3"x3"x1/4" STL WASHERS (R-21) � ;', P2LA OTSTOM @ 8"oc TO BEAM Lap 3" <br /> SPACING PER PLAN <br /> 2x RIM JOIST - � - ' <br /> PROVIDE INSULATIO _ _ � ' ' <br /> I � I � w <br /> �--, i-�.. �-�i ,.--. �, I � I � �� � i i ', �� � � � ' ��J per'pl�n; � <br /> � <br /> PT 2x6 SILL PLATE W/ 1/2" dia. x10�� f � I I I�I1��r pla� I ' li � �� � , ' i � _� i � _ � _ l_; '.�� l__ . A <br /> ANCHOR BOLT. EMBED MIN 7" INTO� I r 1' i I , I I � �- <br /> CONC. &WITHIN 12" OR SILL ENDS � � � �' �' ' ���� �� � �`�� `-��� Beam <br /> z ii - - �-S.O�� - W/ 3"x3"xl/4" STL WASHERS. BEAM JOINT Block @ Bear ng � <br /> �o � •Li`� SPACING PER PLAN _ #4 TOP & BOTT Beam N/HERE OCCURS <br /> � (2) # 4 TOP & BOTT C° 4x PT POST _, <br /> ' � FREE DRAINING BACKFILL. �. . � • CRAWLSPACE Positive connection <br /> •i MIN 12"THK. 1/2"- 1-1/2" - -� Note: z <br /> Z PT PpST PER PLAN Z O <br /> � - --#4 @ 48" oc EW UNIFORM SIZED GRAVEL. —I I 1-1I1=1I I ` #4 @48"oc EW CRAWLSPACE ca�a��d �ase��e� � 15#felt installed btwn � <br /> � i NO FINE ALLOWED c ` — �—��1=1��_���_� " �ode oo concrete and wood ' Asphalt 15# <br /> ao : � 1'� I I I -I I ° ° a 8 ° W/ Hook � <br /> I�l— <br /> � I (2) #4 BARS CONT. 4" PERFORATED FOOTING = �. � _ -- - FOOTING - / VAPOR BARRIER Q <br /> L I �.. � . 6 MIL. BLACK POLY VB _6 MIL. BLACK POLY � <br /> ENTIRE FOOTING as required, per civil engineering • � a a ' � OVERLAP 12",TAPE SEAMS Per' Plan � p <br /> 3" MIN. ABOVE BOTT C O N T.U P W A L L <br /> er lan OF FTG 16�� ftg �'�I 4 BAR HORIZ. 3" MIN CLR �2�#4 BOT. EA. WAY � <br /> 3" MIN CLR <br /> (2)# S <br /> ENTIRE FOOTING. (2) #4 BOTT EA. WAY � <br /> 3" MIN.ABOVE BOTT ' <br /> OF FTG � � <br /> � <br /> .� o °° <br /> ^ ALL DETAIL HOUSE � POST & BEAM DETAIL OR OPTIONAL POST_& BEAM DETAIL � W N N <br /> STEM WALL DTL (S.O.G.) -- , � STEM W ( ) ( 3 - - - -- o Z � � <br /> � - ---- � 2 � a Q � <br /> � ALL REINFORCEMENT MUST 6E TIED INTO � -p � � <br /> ��%� PLACE FOR FOUNDATION INSPECTION — � N � V <br /> _ Q � ti � (6 <br /> UJ � t� �> E <br /> � � O V1 � <br /> O � �� <br /> � � � � <br /> � <br /> � W `� <br /> a� <br /> z � <br /> I Sidin � � <br /> � <br /> a <br /> Sheathing <br /> � SIDING <br /> - Siding product <br /> 1/2" Expansion Joint Moisture Barrier <br /> SHEATHING <br /> �—_ Tuck corrision resistant Flashing MOISTURE <br /> metal flashing under siding Blocking Provide airspace per code BARRIER o <br /> _,=1" min. @ wood Thickened edge slab. BOa�--~ BLOCK CONTINUOUS FLASHING/VENT � � <br /> s ope sla - --Slope conc. away � � a , aa ° OPTIONAL COR-A VENT for SHED LL Q <br /> � ���3� ; �, 1 from bldg. 1/4" per ft. a a a � ° Q �a a ° ROOFS � � <br /> max. slope @ landings - � v Ledger Bd ROOFING � � <br /> � <br /> • �Corrosion Resistant Metal flashing � av � a ° LEDGER � w <br /> � over 15#felt installed between aa a ° Vent At Rake NAILED <br /> STUDS � <br /> a conc. and wood <br /> "� � a ° p � � <br /> � (1) No. 4 Bar Horiz. � �cn j <br /> � EXTERIOR � �� Insulation per code � p a <br /> U . SHEATHING HELD BACK � � N <br /> FOR VENTILATION q N �, <br /> � o <br /> v � <br /> w <br /> � <br /> --__ <br /> O <br /> '-� �� � � WALL TO SHED ROOF WITH VENT STRIP � <br /> i 4 ; WD to CONC SEPARATION - TURNDOWN at GARAGE DOOR 6 , WALL TO ROOF i 7 ; <br /> , <br /> ------ - -- - <br /> , 5 _ <br /> - - - - - - <br /> , ---- - ---- - -- <br /> � <br /> � <br /> Roof Sheathin W <br /> Min. (2)16d Nails Face nailed Roof Sheat Roof Sheathing � � <br /> �per kicker � <br /> 2x6 Over-Framin , (3) 16d Toenail Rafter to �� o� � <br /> 2x4 Kicker at 48' O.C. max Min. (2) 16d Face 2 <br /> Rafters at 24" O.C. Nailed per Kicker Cont. Plate �6 @ w <br /> (2) 16d Toe-nailed eaCh way 8d at 6" O.C. 2 � <br /> at Base int <br /> Chord of Trus . ° Roof Sheathing <br /> Roof Sheathing � _ <br /> D�T�: <br /> 2"x Cont. Ridge Boar <br /> Framing Per g 12/30/2018 <br /> Plan Rafter�at 24'r0 C n (2) 16d at I tersection of <br /> 2"x4"Kicker at 48"O.C. <br /> (Max.)each way valley plate&truss below <br /> SIDE VIEW FRONT VIEW SGALE: <br /> Roof Framing Per PI <br /> i��������� OVER FRAMING DETAIL , ������ OVER FRAMING VALLEY ���� � � �� �, _ ___ _ _ SH��-r: <br /> �, 8 � � 9 � <br /> � � ,' ���i --- <br /> A5.2 <br />