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I I � <br /> XI I <br /> 10 � � �8" FTG x 10° 17 N � j � <br /> S6.0 � � S6.0 � � � � � 5052 REGISTERED <br /> � � DEEP W/ (2)#4 � ( � � � ARCHITECT <br /> I I LONG & #4 C�? 12 FfNISHEd FLOOR � � � j <br /> 16 O.C. SHORT TYP. AT +0'-0" <br /> j j 4x4 POST (TYP. U.N.O.) <br /> P6 � 56.0 OF TIED FOOTINGS � I j � <br /> ROBERT E. 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AT MIDWAY 56.0 �'s � � i � ;� � <br /> °c� I I � � �. <br /> � I 5 j j 4 17 � � 10 d- � <br /> °° 3�" GONC. SL�►B i i D2 ss.o i ss.o �- a o <br /> D1 <br /> . � I I 14 OVER 2" SAND » -12Ya" �-- -- - I � � � cri <br /> 1 I S6.0 SLAB SLORES 3/2 r� �� » 1 � o <br /> � � FROM BACK TQ APRON <br /> � -12%¢ � <br /> I I � j � ■s <br /> i i � i r----- i I <br /> i I � � � � PONY WALL � � � <br /> j l I � � � HDUS p� � MDUB � I <br /> -12Y4" � ` <br /> I I 15 � � -3 � - ---- - --- � � ;:. <br /> I � +32" S6.0 6 I I I � � <br /> 7 <br /> I I 1�" D1 I I P6 L'--- -- _�� - --- -- i I o <br /> I � HDU8 NQU$ I I , � � =N <br /> � <br /> � -------�----- --- -- ---------- --� � +32" � -3" I I � � <br /> � ------------- - - -- ---=------ � S6.0 �I 1 "' c° � <br /> -- ---- -----=------- ----------------- � � HDUS SIM. I i <br /> HDU8 P2 � � 6x6 W/ABU66 3�" CQ�. $[AB I I 4 �� c <br /> - Q 1 L_E4SI.BASE_-- —LOPE 1�---_,___._� '" AS S6. ' <br /> 1'-9�b 16'-3" � I '� v � <br /> 3�2p �., . <br /> �— ------- --- -----� ----- --- et <br /> - P2 -12%4 -6Y,.'° � � <br /> HALL CONCRETE STAIR � 7 �' � <br /> FRAMING CONTRACTOR S p� <br /> VERIFY HOLROWN LOCATIONS PRIQR 12"x48" TREADS 6x6 W/ABU66 <br /> TO F'OURING FOUNDATION, 6" MAX. RISER 3�� '-41�4 4•-0� 1l'-O�q." 3�" POST BASE <br /> - 35'-0� <br /> 3 5 S 1 -� FOU N DATION PLAN � <br /> � � <br /> 1/4" = 1'-0" � C <br /> CRAWL SPACE VENTING: � L � <br /> REQUIRED: 1104 S�/300 = 3.fi8 SF = 530 SQ. IN. � <br /> PROVIDEQ; 58Q SQ< IN. - 8 VENTS � 72.5 SQ. IN. � <br /> � LOCATE VENTS 1MTHIN 36" OF CRAWLSPACE CORNER, � ; � O <br /> UNLESS N07ED. SEE Q1 CRAWLSPACE NOTE FOR � ��, = C� <br /> GROUND COV�R. N s N <br /> At� EXTERIOR i� �j� <br /> SHEAR WALLS `�o '�'i � �? <br /> � SHALL BE P6TN D !l � N T E S � � � � <br /> _ " ll.N.o F O U N T O N C7 ,v� � o <br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOQR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE. � <br /> NAtLtNG AND QTHER PERTINENT STRUCTURAL INFORMA770N. � � � <br /> L E G E N D ON FOUNDATION WA�LS: FOR TYPE "P" (PLYWOOD) � R� W O <br /> ALL PONY WALLS IN CRAWL SPA�E ARE 2x4 STUQS SHEAR WALLS= PROVIDE AN EX1RA ANGHOR BOLT EACH � ay <br /> � UNLESS NOTED. StDE OF VENT. � � <br /> 2x10 � 96" OC UNL�SS NOTED 0 <br /> SHEAR WALLS SNOWN AT FOUNDATION WALLS ARE FOR PROVIpE 4" PERFORATED FOOTING QRAINS AT P�RIMETER �= a <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WRLL SCHEDULE OF ALL BUILDtNGS. ♦^ <br /> SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. v♦ <br /> STEP FOOTINGS AS REQUIRED TO REACFf FIRM BEARING - � <br /> FB FLUSH BEAM �NHERE SHEAR (PONY) WALL� IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. Q <br /> PLYWOOQ. IT MUST BE APPLIED TO THE SIDE OF SiUD <br /> - HDR HEADER - SEE S1.0 FOR LUMBER VALUES WALL WITN THE SYMBOL. SOME PLYWOQD SHEAR WAL�S FOUNDATtON VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA � <br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � <br /> SHEET S1.1� � <br /> --C�7 DOWNSPOUT; PROVIDE T1GHT LIN� & RISER BOQT CONCRETE FOUNDATf4N WALLS ARE 8" THIGK UNLESS M <br /> +##" ELEVATION AT TOP OF CQNCRETE ALL WOOD IN CONTACT WITFf CONCRETE OR EARTH SHALL NOTED OTHERWISE. w <br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED a Job No.: 'I4-38 <br /> AGENCY. ALL EXTERIOR CQLUMNS, BEAMS AND �INISHED SURFACE AROUND THE BtJlLDING SHALL SLOPE `� <br /> +##" FINISH SLAB E�EVATION JOISTS EXPOSED TO 7HE WEATHER SNALL BE AWAY NQ LESS THAN 2� FOR A7 LEAST 5 FEET. Q Sheet No: <br /> PRESSURE-TREATED. <br /> � Q POST SIZE & NUMBER OF BUNDLED STUDS COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLENE � <br /> SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER. <br /> DETAILS. � <br /> - _ <br />