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IF THIS PLAN IS NOT ON 18x24 PAPER, IT HAS BEEN SCALED ACCORDINGLY <br /> J N <br /> J O O <br /> 75 <br /> 3/a" CDX T&G,GLUED AND NAILED TO10 Z. w 0 c <br /> C� � � CO �Oo <br /> a w rn Ln. <br /> JOISTS w/12d RING OR SCREW SHANK Q w a Q Q <br /> NAILS, 6"o.c.ALONG ALL FULLY SUPPORTED U o <br /> EDGES AND 12"o.c. FIELD NAILING (fYP) REPAIR/REPLACE EXISTING a L <br /> 2x8 RIMBOARD(fYP) Z o E CO <br /> �D o0 0 0 <br /> Q¢ o 0 <br /> ... ... ..... .. <br /> r--- <br /> �1 f� <br /> ---- -%------ -------- -- -- -- -- -- c� <br /> --y ------ <br /> ---- <br /> -- <br /> -- -- --, ------ <br /> ----- <br /> -. . _--, _--- -- -- - i 2x8 HF#2 @ 16"o.c. 2x8 HF#2 @ 16"o.c. 2x8 HF#2 @ 16"o.c. 3 d o <br /> r---------------- ----,, T--- -- -----------T. r----------------------- WJJz J <br /> Z w <br /> I •' I I I I I I •'° I •i �co d <br /> aCD <br /> WVZ Qco <br /> I I I I I I V .., °< V <br /> I i *-12"WIDE x 8" DEEP CONC.—f I I a W HZ 3 <br /> I I FTG.w/(2)#4 HORIZONTAL I I I I t��W W o = 3 <br /> I I I I I v <br /> 00 <br /> wco <br /> d <br /> • I 001 1 001 I o <br /> I I -- - -- = <br /> I f I I ----- <br /> CD <br /> `D I I C (3)2x8 HF#2 OR(1)6x8 DF#2 UNDER WALL ABOVE co 1O <br /> P.T.2x4 PONYWALL ANCHOR TEMPORARY SUPPORT WALL <br /> TO FTG.w/HDG 3/e"x4"TITEN HD I <br /> I I ABOVE UNTIL NEW SUPPORT <br /> I SCREWS @ 16"o.c. I j IS IN PLACE. <br /> I I <br /> I I I I I I I I s <br /> I 18 I 18 I 18 <br /> F---7 v <br /> I I I I I I L v <br /> L--� -1 --J L_J w <br /> 1 I O <br /> i 5'-0" 5'-0' 5'-0" 5'-0" 5'-0" 5'-0" 1 � > <br /> V <br /> 10'-0" iG'-0" 10'-0" I O <br /> I O <br /> I I I <br /> .• 18"x18"x8"DEEP CONC.FTG. <br /> I w/(2)#4 BARS EACH WAY I <br /> (TYPICAL 3-PLACES) i I p <br /> q—EXISTING 16"x8"CONT. FOOTING tu <br /> I P-T.6x6 w/ABU66Z BASE& I I N <br /> Y CO <br /> (FIELD VERIFY) P.T_2x6 CLEATS ATTACHED I z <br /> j (2) HDG'/a"0/z" SDS SCREWS i . O g <br /> ' IN POST AND SAME IN (3)2x BEAM i EXISTING 2x8 @ 16"o.c.FLOOR FRAMING TO REMAIN a <br /> " EXISTING 8"x8"x16"CMU STEM WALL •• ~ <br /> I I <br /> N <br /> I 11 CD <br /> L-n a) <br /> I i U N w ao <br /> . I I <br /> • I I <br /> I I I <br /> I � o <br /> j co <br /> I CD <br /> CD <br /> O o <br /> I I I I <br /> I <br /> I I PLAN -� <br /> ' NORTH •u73 <br /> z <br /> I I I I <br /> a <br /> I I <br /> I I •: I <br /> I I FPI(7n <br /> II <br /> . ' I Ij '• I <br /> oor <br /> Floor air2 FLOOR FRAMING PLAN SCALE' 1/4"=T-0" PlansI I I I <br /> I I . <br /> -.-- -------------- -----.-- - - - - .-----------------_. - Drown <br /> ------------------------------------------ --------. --- --------------------- 3/a" CDX T&G GLUE/NAIL TO 2x BEARIN LL ABOVE Douglas <br /> G A Almond <br /> `- <br /> JOISTS Date <br /> 10/13/2023 <br /> Project No. <br /> 23-015-05 <br /> (3) 2x BEAM <br /> Plon Revisions <br /> �e1CF�ORD Sl 2x8 HF#2 @ 16"o.c.JOISTS P.T. 2x6 CLEAT ' ' < 03/25/2024 <br /> HDG /"x3/z" SDS SCREW <br /> Sync i�, 2x4 HF#2 @ 16"o.c. WALL (4) PER CLEAT/PER SIDE <br /> P.T. 6x6 —6 - <br /> 1z HDG 3/8"x4" TITEN HD SCREWS Q <br /> a <br /> 10262 P.T. 2x4 PLATE 0— ABU66Z O <br /> GISTER�G\�� D • � Q <br /> S�o O NA � <br /> L� PLAN <br /> NORTH - 9 <br /> V - ° <br /> �cttzia StcCe. f�G #4 BAR HORIZONTAL #4 BAR EA.WAY <br /> G�(�6�2GG4 <br /> 12" J O Sheet: <br /> � 02 <br /> DF.- <br /> 1 FOUNDATION FRAMING PLAN SCALE- 1/4"=T-0" 13TSECTION AA N.T.S. 4 SECTION 613 N.T.S. <br />