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1927 BEACH AVE RES18-0010N x co CANTILEVERED ICF (WALL SEGMENT BEAM, SEE 1/SK-3) I ABOVE _ Qo LL O N LL - REVISION BP# X51 �ao ICU DATE /9 % /'® SIGNED CK 1—#5 HORIZONTAL J """"" — WALL SECTION 3' 0":: = ; v AT BOTTOM CONT ............ ............... a V) o z u.J U CONTRACTOR SHALL SHORE _ CANTILEVERED SECTION UNTIL . ..... .- -- CONC. WALL IS CAST AND CURED M 00 4--w TYPICAL ICF WALL ., O O REINFORCING O Ln I 00 �- LL-1 vows O r LL - O � T X N V O � O � U W r W W 0 z W t' Q ( C LIE f 2(�1qQ � I V _0-:w ezc > ..... ��1111111�111ii" h M v a V) o z u.J U ^ _ Z > ti Q X W M 00 4--w L/) W tp LL V) O O I LL. 00 � O O Ln I 00 �- LL-1 vows O LLJ O O � T X N V O � O � U W r W W 0 z W O Q v a O � O ^ N ^ en � N V > ti Q X -0 4--w 4-4 tp LL V) I LL. 00 � O O •ter vvi -C M V 00 1L vows O N p N Q T X N V V) .i N er u. .� SYP NO.2 DIRT LEDGER' X52,1 ............... 2x12 FLOOR JOIST @ 12 O.G. J J Ln N r FASTEN BEAMS TO MASONR` PIERS w/(2)HTSM16 STRAPS (TYP) POST FROM ABOVE. FASTEN TO MASONRY PILASTER w/ABU66 w/%" THREADED ROD EPDXIED 12 (TYP) PARTIAL 2ND FLOO� PLAN (TYPICAL AT CORNERS) 3 -PLY 11.25 LVL 5" CCINCRETE— ee 1N w/ 3-0 _.,..... 9 FACE & #3 ES ® 6.. O.C. --rc REV1*11"W77) 2�ry 10 OFFICE PJ � v t N V) N U vJ o z w F� T Z �9:It LU 0 M 00 L LJ !L Lfl 00 w O w O Ln F- V c� w O z w O 0 p PJ � v Lr)� N N U vJ d 00 �9:It U` N Q N V A Ly! PARTIAL 1ST LEVEL WALL PLAN #2 TIES @ 8" O.C. VERTICAL. 12"x12" — 4—#5 x12 MASRONY PILASTER w/(4)#5 VERTICAL, SEE DETAIL ABOVE t #3 CLOS D a' �' TIES IN A. DIRECTIO ,: ORTHOGONAL S HEMATIC w' DIAGRA 20x20 MIN TRANSITION PIER + + r+ BY 16" DEEP, w/ 3—#3 i l CLOSED TIES IN EA. I DIRECTION (SEE ORTHOGONAL + I + SCHEMATIC DIAGRAM ABOVE) — i 1 I F MI I PILE PILE TO PIER TRANSITION 51.2 SCALE: 3/4" = 1'-0" T/PIER EL. T/PILE EL. +19.28' NAI D 14"� AUGER CAST PILE PER D TAIL 1/S1.1 REVISED DETAIL 2x4 BLOCKING. FASTEN 6-1Od EACH END w/3 -10d COMMONS TOENAILS ROOF TRUSS 2X6 X—BRACE 2X4 T—BRACE. ONLY \ REQUIRED FOR BRACE LENGTHS > 8' -0". --- FASTEN w/10d COMMONS @ 6" ON—CENTER 2x4x6' SYP#2 LATERL BRACE EA. X—BRACE w/ 2-16d IN BOTTOM CHORD EA. TRUSS.—\H\ 8 '� GABLE END BRACING S6.0 SCALE: 3/1" = V-0" 4-12d TOE NAILS (TYP.) 2x4(MIN) SYP#2 OUTLOOKERS @ 24" O.C. H3 HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. WALL SHEATHING UP GABLE END TRUSS 8-12d TOE NAILS (TYP.) 2x4 S @ 16' I STUD , EMBEDID STRAP META24 IN ICF WALL FASTENED TO PONY WALL STUDS @ 32" O.0 e -D7 REVISER �n r� w = U Z w M 00 0 Lu o of 00 Lu LL Ln O O v p w z w O O Q 2x4x24" BLOCKING. V a00rel m v 41,,x. 41J FASTEN EACH END WITH 0 ' z: L�� L^�`^ 1- 4-12d TOENAILS = ti N U v'J •�--' a--+ e Q i Ln A -A 0.131x3" TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS O TO TOP PLATE i A -A EMBEDED STRAP META24 IN ICF NOTES. WALL FASTENED TO 1. SPACE; GABLE END BRACING @ 4'-6" MAX. PONY WALL STUDS 2. ALL MfTERIAL TO BE SYP#2 @ 32" O.0 V a00rel m v 41,,x. 41J C:9 0 ' z: L�� L^�`^ 1- = ti N U v'J •�--' V L O) L^�`^ 1- = ti N U v'J •�--' a--+ e Q i Ln CN00 O N N Q d X N V ti __j