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TYPIGAL RODF GONSTRUGTIDN: <br /> GOMP.ROOFING OVER 15#FELT OVER <br /> 1/2"APA-RATED SFIEATI-fING OYER <br /> 1200F FRAMIN6 @ 24"O.G.(5EE FRl4MING PLAN)WITH <br /> R-30 INSUL.(R-49�ATTIGS),ABOVE HEATED SPAGES OVER <br /> YAPOR BARRIER AT 51NGLE-MEMBER VAULTED GEILINGS OYER <br /> PLYWOOD PER PLAN W/ FRAMING MFD TRU55ES 24°O.G. ��2�G"w'B' <br /> 10d @ 4"OC EDGE NAILING PER PLAN <br /> SIMPSON A35� 16"OC <br /> . • <br /> 2x6 PT PLATE W/ 2X BLOCKING @ 16" <br /> 5/8"DIAM x 10" OC FOR(3)JOIST 8 <br /> AB� 12"OC BAYS W/10d �4" SEE DETAIL 1 FOR <br /> OC FROM PLY ALL OTHER INFO PLANT SNELF <br /> � � TOP CONNECTION AT PARALLEL JST — — — — — — — — — — — <br /> Soale: NTS- r-o• S�c�o� veW o04 PER PLAN <br /> • s' �iN � <br /> . /�/\ #4 C� 12"O.C. <br /> �� <br /> 2-1/2" /��/ 8"CONC WALL �2 24 � � - <br /> W/(2)#4 TOP � <br /> • #4V� 10"O.C. • mm as� � <br /> #4H� 12'O.C. — � 87AIR CON57RI1C710N: <br /> ° 2X12 DF-2 CARRIAGE� IS" O.G. MAX. <br /> � — — � , — FIREBLOCK BETUJEEN S7UDS ALONCs STRINCsERB � <br /> I/2" Cs.W.B. ON CEILINCs t UJALLS OF <br /> ENCLOSED USABLE SPACE UNDER STAIR. GUARDRAILS TO RE515T 200#P5F <br /> $��� B TOP CONNECTION BY S�AB <br /> MAx #4� 12°o.C. � - - OF LA�TERAL�ORGE IN ANY <br /> � Scale: NTS= 1'-0' Seetion Yew 004 <br /> F.J. PER PLAN o DIREGTION <br /> CONC FTG W/ GENERAL FOUNDATION NOTES <br /> • #4 C� 10"O.C. �BC 2015 EDITION �Jj¢�r <br /> 35 PCF EQUIV FLUID PRESSURE F7�-S° MIN.HEAD 38»y�coH <br /> 2000 PSF SO�L BEARING ROOM(FINISHED) Gly T <br /> � 50 PSF HEEL SURCHARGE(SLAB) ALL PLAGES ��D <br /> 7H PSF LATERAL SEISMIC LOAD <br /> I=1111=11 � �� <br /> i� 5 1!2 SACK CEMENT PER CUBIC YARD � � 2X1O 2X$ <br /> =I I I I=I I(I � \� 4"DIAM FTG 2500 PSI MIN COMPRESSIVE STRENGTH <br /> I I I I I DRAIN IN MAX 6 GALLONS WATER PER SACK O O �� <br /> 10" GRAVEL �� � � 3x12 <br /> I ' � � POCKET GRADE 60 STEEL FOR#5&LARGER <br /> 3— ��'�_'_� GRADE 40 STEEL FOR#4&SMALLER � �/ � � <br /> CLR BACKFILL WITH POUROUS MATERIAL � <br /> 0'-4" gEARING SOIL DO NOT CREATE UNEQUAL BACKFILL UNTIL <br /> 1�_4" FOOTING BACKFILL IS COMPACTED IN PLACE <br /> - JOISTS MAY BE HUNG INSIDE WALL WITH MUD WOOD FLOOR OPT. R-30 O � <br /> 20"MIN.FRONT SILL RIPPED TO FIT-WATERPROOFING BY `V <br /> FILL OTHERS <br /> �? 4' +/- PONY WALL <br /> ' SEE GENERAL STRUCTURAL NOTES 4"DIA. DOWNSPOUT TIGHT � ��N M• <br /> 1 TYPICAL TOP RESTRAINED LINE P051TIVE DRftIN TO o�' cq <br /> S1 BASEMENT WALL (10' MAX) NTs STORM 5Y5TYM — z � � <br /> GENERAL NOTES: Q '� � <br /> "'�—J— IBC 2015 EDITION s�. ~= <br /> � <br /> I I I 35 PCF EQUIVALENT FLUID PRESSURE � RfG 22 R����� <br /> 2000 PSF SOIL BEARING CAPACITY ,S'S� ��E��G� <br /> , 4"Dlh. PERF DR,41N(DRJ41N HOLES 7H LATERAL SEISMIC LOAD �NAL S/30/201 S <br /> DOWN)GOVERED 1N/MIN.4"PEJ4 <br /> GRAYELo/PILTER FABRIG.1"YP 5 1/2 SACK CEMENT PER CUBIC YARD,2500 PSI f— 3_O�_ .�c� <br /> MINIMUM COMPRESSIVE STRENGTH,MAXIMUM � ���� <br /> SEGTI ON 6 GALLONS WATER PER SACK <br /> GRADE 60 STEEL FOR#5&I.ARGER <br /> �I�}��= ��..0�� GRADE 40 STEEL FOR#4&SMALLER <br /> BACKFILL WITH POUROUS MATERIAL;PROVIDE <br /> TEMPORARY BAACINGS AS REQUIRED UNTIL <br /> SLAB IS CONSTRUCTED AND CURED <br /> FRAMING PER PLAN <br /> LOCAl10N BY OTHERS WALL PER PLAN OR SW SCH <br /> (2)- �4 CONT � TOP � <br /> � 6"MIN <br /> =1111=1"'-' <br /> 1111=' HORIZONTAL BARS: <br /> = �-PER SCHEDULE <br /> VERTICAL BARS: <br /> COMPACTED FRONT FILL PER SCHEDULE <br /> � 1:2 (V:H) MAX SLOPE FTG DOWELS W/ <br /> ■ EXTEND 6'-0" MIN STD HOOK INTO FTG: MAX HEIGHT <br /> or" SAME AS VERT BAR OF BACKFlLL: <br /> 4" SLAB W/ P� 2•� SPACING PER SCHEDULE <br /> 6X6 W1.4 X W1.4 NNVF' SCHEDULE <br /> OR #3 � 12"o/c E.W. LAP: 30"MIN <br /> HEEL BARS: <br /> ���� PER SCHEDULE <br /> //��/ / 2�� <br /> \ <br /> i <br /> � //�// /�� <br /> � � FT6 THCK <br /> �'i�i I 4"0 FTG DRAIN <br /> CONCRETE FOOTING 3�� IN GRAVEL POCKET <br /> w/ �4 CONT � 10"o/c BEARING <br /> ■ TOE WALL HEEL SOIL <br /> REINFORCEMENT k FOOIING SCHEDULE <br /> MAX HEIGHT VERIICAL HORIZONTAL TOE VAD7H WALL N1DTH HEEL WIDTH FTG 1HCK HEEL BARS �ONT FlLL <br /> OF BACKFlLL REINFORCEMENT R�NFORCEMENT FOOTING <br /> 6'-0" #4�10"O.C. #4 C�312"O.C. 1'-0" 8" 0'-8" 10" NA 20"MIN <br /> 2 6' CANTILEVERED BASEMENT <br /> 1A WALL SLOPED AREA Nrs <br /> DEGK/LANDING ' 0 4' <br /> ' � CITY OF EV�RE1"T <br /> 4' PONYYVHLL � R,����WED F�R PEf�MIT �L�� 1 ��� <br /> - <br /> - R.P. SH�ET <br /> I' FOR SLOPING LOT 4 <br /> FDN & FTG - <br /> � <br /> BA�GK ELEV�4TION <br /> 114"= 1'-0" <br />