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HomeMy WebLinkAboutVIOC CARMEL, IN - A4.1 Wall Sections and Details-OPT3-BRK-BRKSIM. 3 � — — � AJ2 � Z._3z.. � F.O. FRAMING I �� � 21'_8" AEF. iRUSS BEARING HT. /� / u 7HIN BRICK 4ENEER ABOYE R 9LL 0 ALL PIVS7ER5 MOISTURE BARRIER SYSTEM SPECS), TYP. PRE-CAST CONC. 9LL iING MI7H NFEP HIXES ' O.C. BLOCNING AS REOUIRE� 'ILASiER FRAMING 00� SHEATHWG BRIq( MOISIURE 9ARRIER SYSiEM SPECS), 1YP. :1:7fi:1 WNT. PRE-CAST CONC. SILL SIM. 3 A32 1 � 21• 8•• A.EF. / TRl15S BEARING HT. BRICK OENEER PLYVlOOD SHEATHING AIR� MOISNRE BARRIER SYSiEM SIM. (SEE SPECS), TYP. a — — n-s Bf5 �RAINAGE SYS7EM \ MSHING NI1H NfEP HIXES O 18' O.C. I FACE BRIp( BPoq( SIXDIER CWRff I � l =CWN7ER-FlASHING / — FlASHING XI7H N¢P HIXfS 0 16' O.0 — SiE S1RUCIURAL ORRYANGS FOR L1N1E1 REWIREMENiS . 1.: qT.l,. q. I: A li.. �aaiac waNscor COUMER-FLASHING �FLASHING'MTH WEEP HOLES � I6" O.C. CONCREIE WALK-SEE cm� oRnvnNcs 0'-0" ���. T 0. CONCRETE SLAB `\\�CMU MFlLL AN� GROU1 SOLID AS REQUIRED. EXIEND WAiERPR00FlNG UP PACE OF HOLLOW CORE PLANK TO SILL PLATE TYP. CONT. MSULAPON, POLYISO . oursioE FncE oF wn�� (rn.) WAIERPR00FlNG TYP. 4" PERPoRATED PoUNDATION DRAIN (EACH SIDE OF FOOiING) W/ FlLTER FABRIC SOCK. ROUTE FOUNDATION WALL, FOOTING TO Ex7ERI0R SO�AP PU�AP TYP. - & SLAB - SEE S7RUCTURAL SEE PWMBING PLANS. SLEEVE DRAPoNGS FOR - MiERIOR PIPE THROOGH FOOTING CONS1RUCilON DEiAILS PER SiROCTORAL DRAWINGS (-8'-101/7') � T.O. CONCREiE SLAB RELEASED FOR CONSTRACTION coNT. wn�e sTOP, Tm. NER PILASTER (TYP.) Su6jec��o compliance with allregula�ions n I I � r� TI O� I 04 S�a�e antl Local Codes f1 L L L I I V City of Carmel E 3/4" = 1'-0" `�j sv�� �\'��v�AWnT � � DATE: OZ�� 3�ZO ROOF 1RUSSE S1RUCIURAL BATf INSULA710N (TYPICAL) i'¢" G1P. B�. CLG. 9A11 WSULAiION (1YPICAL) FOUNDAlION WALL, FOO7ING & SLAB - SEE SiRUCTURAL DRAWINGS FOR CONS1RUCilON DEiAILS V , A 6 ,M I/ �� �,i 1 � �\ SIM. J � — — Al2 7-32" . t—Fo FRAM�N�—t 1 ROOF TROSSES - SEE SiRUCTORAL I �"�. _ _ ���� ,. BATT INSULATION (TYPICAL) ib" GW. BD. CLG. FIRE BLOCKING T � AIR� MOISTORE 9ARRIER SY4EM (SEE SPECS), i7P. FIRE CAULK ANY PENEmnnoNs ns REowREo — Y" PLYWOOD — 2% FRAMING — J$" PLYWOOD, iYP. ALL SIDES OP CHASE 3 A 6 SIAI. � � I �T �— � 60 `\ � I o'-a' � T.O. CONCREiE SLAB r �. � I � EX7EN� WAiERPR00FlNG —�� UP FACE OF HOLLOW CORE PLANK TO 9LL PLATE TYP. CONi. INSULA710N, POLYI50 ouTsioE FncE oF wn�� (rra.) WAiERPR00FlNG T1P. 4" PERFORAIED FOUNDAPON �RAIN (EACH SI�E OF F0011NG) W/ FlLiER FABRIC SOCK. ROUiE TO EX7ERIOR SUMP PUMP TYP. - SEE PWMBING PLANS. SLEEVE M7ERIOR PIPE THROUGH FOOTWG PER S7RUCTURAL �RAWINGS (-a'-io i/z') � T.O. CONCREIE SLAB MECHANICAL DOOR (TYP.) � coNT. wnTea sToa, ttP. WALL SECTION-EXTENDED TOWER sca�e, a/a° _ ,'-o° � -il;� '�': 21'-8° A.EF. iRUSS BEARING HT. 2x8 EAVE BOAR� WRAPPE� W/ PREFINISHE� AWM. vENTEo awu. soFFlr THIN BRICK VENEER PLYV/OOD SHEAiHING AIR� MOISIDRE BARRIER SYSiEM (SEE SPECS), TYP. EIFS �RAINAGE SYSiEM Fl.ASHING XI7H NFEP HIXES O 16' O.C. FACE BRIq( BPoq( SIXDIQt CWRSE FACE BRIq( PLVWOOD SHEATHING WNCREiE WALK-SEE QVIL �RAWINGS E%TEN� WATERPROOFlNG OP FACE OF HOLLOW CORE PLANK TO 9LL PLATE TYP. CMU INFlLL, GROUT SOLID (T1P. BELOW GRA�E/CONC. APRON) coNr. iesu�nnoN, Po�nso OUTSIDE FACE OF WALL (11P.) c o CASi-IN-PLACE CONCREiE SECTION; REFER TO SiRUCTURAL V WAiERPR00FING iYP. 4" PERFORAIED FOUN�ATION �RAIN (EACH SI�E OF FOOIING) FOUNOAiION WALL, FOOIING W/ FlL7ER FABRIC SOCN. ROUIE & SLAB - SEE SIRUCNRAL TO EXTERIOR SUMP PUMP iYP. - DRAWINGS FOR SEE PWMBING PLANS. SLEEVE CONS7RUCTION DETAILS INTERIOR PIPE 7HROUGH FOOiING aER srRucnRn� oRnwiNcs (-e'-m i/�") T.O. CONCRETE SLAB ACCESS DOOR (TYP.) � coNr. wnhe sToa, rrP. WA�L SECTION-EXTENDED TOWER SCALE: 3/4" = 1'-0" CONT. PRE-CAST CONC. SILL COUNiER-FLASHING RASHING WITH WEEP NOLES � � 16" O.C. 2X BLOCKING AT HEAD, SILL, AN� JAMBS � ACCE55 DOOR, SEE SCHEDULE 1 �,o Y�" PLYWOOD AROUND � OPENING PERIMETER � BRICK WRINSCOT � couNhR-F�nswNc (tm.) FLASHING WIiH WEEP HOLES � 16° O.C. o'-o" T.O. CONCREIE SLAB �E �3�,��o s� � �� ,o��,s 0 E � w w w � � � ¢ � w z a o z° N M O � W V � Z Z — Q J U� J �' � Q FU o � F Q o � (n � z � — Z Z (� � U J � � Z � M W � AR10500002 s`�1e AS NOTED o�aw� CE50 tn��«o BWH oe'e 08.09.19 WALL SECTIONS AND DETAILS A-4.1