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HomeMy WebLinkAbout36 A4.1-Wall & Detail Sections.pdf07 53 23.A 06 10 OO.0 O6 18 OO.B - BANK EQUP. BY OWNER- TOP OF BEAM EL.=1Q'-10 3 06 18 OO.A- 09 21 00.0- 07 62 OO.B 07 53 23.D 0 10 OO.F 06 10 OO.D- 07 53 23.A 07 53 2 TOP OF COPING _� EL. = 14'-0 1 /2" 2 � 06 10 OO.J 07 24 OO.A TOP OF TRUSS � EL.=12'-7-3/8" 06 10 OO.D 06 18 OO.D 1�� � F 07 24 OO.A � � � z� 06 10 OO.J N �- BOT. OF CA 1. EL. = 9'-6 09 27 13.A � 06 10 OO.A-� // 07 24 OO.D 07 92 OO.A �/ 07 24 OO.A-� � WA�L SECTION A4.1 SCALE: 3/4" = 1'-0" 07 62 OO.0 /� 06 10 OO.0 / �06 10 OO.F TOP OF COPING EL. = 18'-6" ;v, i� ''� i� "� �,� 1" 07 24 OO.A 06 10 OO.D �-�N i N 08 41 OO.D 07 92 OO.A TOP OF JOIST � EL. = VARIES �N � rn 0 i N = � � 0 08 80 OO.0 � 07 92 OO.A 06 10 00. � O8 41 OO.D 07 21 OO.0 07 92 00. z 08 80 OO.B ~ N W i � � � 08 80 OO.B TURN CLOSURE EDGES � UNDER SILL FLASHING o AND ADHERE � 1 07 24 OO.A 07 53 23.A 06 10 OO.D 07 53 23.A 06 10 OO.D 06 10 OO.E 06 10 OO.F 10 OO.E (3) 92 OO.A 80 OO.0 07 21 OO.QA � 06 10 OO.0 06 18 OO.0 06 18 00.B �-07 21 OO.E � 6 �OT USED A4. � SCALE: 3/4" = 1'-0'� 06 10 OO.E � � 09 21 OO.A 07 21 00.E 07 21 00. A 06 10 OO.E �09 51 23.A 07 53 23.D BOT. OF CEILWG E�. = 9'-7" 07 62 00.6 �9 21 OO.A �. � TOP OF CANOPY i - , „ )7 92 OO.A 08 41 OO.D ' 06 10 00. ' TWO �AYERS OF 1 /4" ' - 06 10 OO.J , - (PRESERVATIVE TREATED)� BOT. OF SOFFIT A4.1 08 41 OO.A EL. = 9'-6" `�� P� 07 92 OO.A 1 8 41 OO.D 07 92 OO.A(� EDG S , A4.1 06 10 OO.E 08 41 OO.D CLOS RE , P2 � 06 10 OO.J 08 41 OO.D CLIP i 07 92 OO.B ; 07 21 OO.A 06 10 OO.D � 08 80 OO.0 � 06 10 OO.E 07 21 OO.0 � 06 10 OO.A '� O8 41 OO.D _ 07 21 OO.A N N 04 20 OO.T � � 06 10 OO.E 08 41 OO.D CLOS RE 07 92 OO.0 03 30 OO.A FINISH FLOOR �, EL. = 0'-0" � ° a° � 31 20 00. I ° � � �� e 04 20 00. a .� . 9 07 11 OO.B � ° 07 21 OO.E 04 20 OO.K ° ° a a � a 07 11 OO.B a � 03 30 OO.B a ° o 4 a d � 4 a m o a � a. a a a ° •° a 4 WA�L SECTION A4.1 SCA�E: 3/4" = 1'-0" 06 10 OO.D- 06 10 OO.F- 07 53 23.A 0� 53 23.8 06 10 OO.E 06 10 OO.0 07 21 OO.A - 06 10 OO.J - 07 21 OO.E - f► 11 �1 4,_ 8,. 07 24 00. A 07 92 OO.A 07 21 OO.0 04 20 00. V 04 20 OO.M 04 20 OO.E O8 41 OO.D 07 92 OO.A 04 2PI OO.V 3" DRAIN & LEADER FLASH A5 REQUIRED. 0 53 23.E 07 53 23.A (REFENCE PLUMB. DW .) 08 1 OO.D 09 97 OO.A 07 53 23.C� 05 12 OO.A 2�-Q» A 06 10 OO.0 07 62 OO.B 07 53 23.A 07 53 23.[ �, 1� 11�" , � 3" TOP OF COPING EL. = 23'-4" d- / A �� 06 10 OO.J ' � 07 24 OO.A 06 10 OO.A TOP OF JOIST EL. = VARIES ih 11" TOP OF COPING 07 24 OO.A EL. = 18'-6" � 07 24 OO.A ��"' � �. >: 8»1- si 07 24 OO.A � �� ���� i. 1 11 . :. . � �. . � � � � 5.9 \ ---- �----- . 08 41 OO.D 07 24 OO.D 07 92 OO.A 5 04 20 OO.V - c� BEYOND A2.1 w � � � o m = c� - � � � 00 - FINISH FLOOR �� EL. = 0'-0" 32 13 13.A 03 30 00.0 07 11 OO.B 07 21 OO.A 07 21 OO.E 09 21 00. A 06 10 OO.H 1 � 11 � i: .1 11 C i: � 11 : TOP OF COPING E�. = 14'-0 1 /2" 07 24 00. A-� 06 10 OO.D- TOP OF JOIST EL. = VARIES 06 21 OO.B 06 10 OO.D � 1" � x 2„�, N � a� � 07 24 OO.0 � 08 41 OO.D � 07 92 OO.B 08 41 OO.A �-08 80 OO.B 07 92 OO.A 06 10 OO.E M 09 21 00. A � - 06 10 OO.E TOP OF BEAM 07 92 OO.A� EL. = 10'-2" 08 41 OO.F � 05 12 OO.A - 06 10 OO.G � 06 10 OO.B 06 10 OO.H A4.1 09 21 00. B �07 62 OO.B � 07 53 23.D �06 10 OO.H 07 53 23.E 07 62 00.D BEYOND � 07 53 23.A� 09 21 00. A 07 21 OO.E 07 21 00. A 06 10 OO.E 08 80 OO.B 07 92 OO.A 07 92 OO.A P3 06 10 OO.E OS 80 OO.B 09 21 OO.A I t OS 41 OO.A � 07 21 OO.E 07 92 OO.B 08 41 OO.H 04 20 OO.M 07 21 OO.A 3 WA�L SECTION A4. � SCALE: 3/4'� = 1'-0'� 1 11 : : � 114" - 06 10 OO.F 04 20 OO.A `�' 07 21 OO.0 f 04 20 OO.T 09 21 00.6 ' ` 06 10 OO.E 04 20 OO.E / 07 92 OO.0 03 30 00. FIN. FLOOR EL. = 0'-0" � ° ° � ����� F '� �'.:::. B o.o.... o0 0......... 07 11 00. 07 11 OO.B � a ° �� 31 20 00. 07 21 OO.E 04 20 OO.K � ° 07 21 00. 07 11 OO.B 31 20 OO.A a° a°° � 07 11 00. 03 30 OO.B � p 4 03 30 00. a ° � - 4 a Q G a � �Q ° a a a _� � � •� � � � 2 WA�L SECTION A4. � SCALE: 3/4" = 1'-0'� 62 OO.0 10 OO.0 10 OO.E 07 53 23.A 06 10 OO.D [iZ.�i[iI�I�7t� F KEYNOTES DMSION t - GENERAL REQUIREMENTS 1.1 THESE GENERAL NOTES A�2E ORGANIZED BASE UPdN THE CONSTRUCTION 7 62 OO.B 07 53 2.A 06 18 OO.A SPECIFICATIONS INSTITUTES 16 DMSION FORMAT. THE ORGANIZATION 7 53 23.D 06 10 O.0 7 53 23.B T�HETPROJECT MA�NUAL�PREP�AMRED�F,O�R��HISCPROJECMS IN GENERAL WITH DMS�ON 3 - CONCREiE ( 03 30 OO.A CONCREfE SLAB ON VAPOR BARRIER. REF. STRUCT. OWGS. 03 30 OO.B CONCREfE FOOT�NG REFERENCE STRUCTURAL DRAWINGS. EL. = 23�-4�� 03 30 OO.0 CONTINUOUS GROUf. REFERENCE STRUCTURAL DRAWINGS. TOP OF �OIST =- 06 10 00. 03 30 OO.D STEEL REINFORCING. REFERENCE S7RUCTURAL DRAWINGS. E�.=22'-2 3/4„ 06 10 OO.J - 07 24 OO.A-� � d- 06 10 OO.E - 06 10 OO.0 07 24 00. A 07 72 OO.A 07 53 23.E PROVIDE ONE VENT FOR EVERY 300 SQ. FT. OF ROOF AREA (TYP) 06 10 OO.E 06 10 OO.D 07 53 2.A 07 21 00. A 07535. B L 06100.K L06 10 OO.0 \ 09 21 OO.A 06 18 OO.B \�-06 18 OO.A �-06 10 OO.D 03 30 OO.E CONCREfE GRADE BEAM. REfERENCE STRUCTURAL DRAWINGS. OMSION 4 - MASONRY 04 20 OO.A fACE BRICK - STACK BOND 04 20 00.6 NOT USED. 04 20 OO.0 SELf-ADHESIVE, FLIXIBLE SHEEf FLASHING. 04 20 OO.D MORT��t_NEf "--07 21 OO.A 04 20 OO.E WEEP'VtN11LATOR LOCATION. SEE SP�CIfICATiONS FOR MAX. SPACING. 04 20 OO.f HORI ONTAL JOINT REINfORCiNG � 16 O.C. VERTICAILY 06 10 OO.J 04 20 OO.G 8x8x16 NOMINAL NORMALWEIGNT CONCRETE MASONRY UNIT. 07 21 OO.A 04 20 OO.H 8x8x16 NOMINAL NORMALWEIGHT CONCREfE MASONRY UNIT GROUT souo. 04 20 OO.J tOx8x16 NOMINAL NORMALWEIGHT CONCREfE MASONRY UNIT GROUT _ souo. 04 20 OO.K 6x8x16 NOMINAL NORMALWEIGHT CONCREfE MASONRY UNIT GROUT souo. 04 20 OO.L STAINLESS STEEL F�HING EDGE. 09 21 OO.A 04 20 OO.M FLEXIBLf� ANCHOR W TRIANGULAR TIE � 24" O.C. VERTICALIY AGlD 16 O.C. HORI ONTALLY. ATTACHED DIRECTLY TO MEfAL STUDS. 04 20 OO.N 4 C.M.U. SOAP 04 20 OO.P 12x8x16 NOM. NORMALWEIGHT C.M.U. - GROUT SOLID 04 20 OO.Q THROUGH-WALL FLl�,SHING 04 20 OO.R BRICK VENTS � 24 O.C. HORIZ. 04 20 OO.S NOT USEQ. �`06 10 OO.F 04 20 OO.0 11��H4�RUMESTONE CAP WIT�ti� MIPTAERED EDGE BOT. 04 20 OO.V LIMESTONE - SMOOTH FACE OF CEIL. �DMSION 5 - MEfALS EL.= 05 12 OO.A STRUCTURAL STEEL It�G ME B,�R. REF. STRUCTURAI� ORAWINGS 19�-3�� 05 50 OO.A VE �ICAL LADOER W/�2 x2 1�2 FLAT BAR RAI�,S 18 APART W% 3 4 0 NON-SLIP RuNG AT '�2 0. . AT LEAST 7 CLEAR FROM T, E�JALL. ANCHOR WITH t/2 x2 1%�2" L-SHAPED FLAT BAR AT 5 -0 O.C. MAXIt�UM. 05 50 00.6 PIPE BOLLARD. 4 DIA. HEAVY GAUGE STEEL PIPE. 05 50 OO.0 MISCELLANEOUS STEEL. REfERENCE STRUCTURAL DRAWINGS. DMSION 6- WOOD AND Pt.ASTiC O6 10 OO.A O6 10 00.6 os to oo.c f-07 21 OO.E os �o oo.� 06 10 OO.E 06 10 OO.F os ,o oo.� �44» os io oo:d : O6 16 43.A O6 17 53.A O6 18 OO.A O6 18 00.6 07 21 OO.A os is ooD OMSION 7- THERMAI AND MOISTURE PROTECTION 07 11 OO.A BITU II�OUS DAMP-PROOFlNG. 06 10 OO.F 07 11 OO.B 1 1 2 PERIMETER EXTRUDE� POLYSTYRENE INSULATION. i� 07 21 OO.A R- 9 UNFACED GLASS FlBER BATT INSULATION. TOP OF BEAM 07 21 OO.0 �RV jNFI�TRA�ON B RRIER H EL. = VARIES 07 21 OO.D 3/4 RIGID INSULATION 07 21 OO.E 6 MIL POLYEfHYLENE VAPOR BARRIER. 07 24 OO.A EXTERIOR INSULATION fINiSH SYSTEM. 07 24 00.6 EXTERIOR INSULATION FINISH SYSTEM REYEAL. 07 24 OO.0 CONTINUOUS SOFFIT VENT " 07 24 OO.D IXfERiOR INSULATION FINISH SYSTEM HARD COAT. 07 53 23.A FULLY ADHERED EPDM FLEXIBLE SHEEf ROdFlNG SYSTEM. 07 53 23.6 R-20 POLYISOCYANURATE ROOF INSULATION. � 1 07 53 23.0 BUiIT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE. 2 07 53 23.D lAP SEALANT. 07 53 23.E TERMINATION BAR. 06 18 OO.0 07 53 23.f COUNTER FlASHING. (// 07 62 OO.A METAL FLASHING. ____ � 06 18 00. A 07 6 OO.0 PREMA�NUFA TURED�ANDS PREF NISHED METANG. COPING WITH PREMANUFACTURED ANCHOR PLATE. 21 00. A 10 OO.J ' �09 51 23.A (SEE INTERIOR DWGS.) I 07 62 OO.D PREMANUFACTURED AND PREFINISHED METAL SCUPPER BOX AND DOWN SPOUT. 07 72 OO.A MEfAL ROOf VENT-ONE SQ.Ff. MIN. 07 92 OO.A SEALANT JOINT WITH BACKER ROD 07 92 00.6 SEALANT JOINT. 07 92 OO.0 ISOLATION JOINT WITH PREFORMED JOINT FILLER AND SEALANT. �09 21 OO.A 07 92 OO.D WATER CUT-OFF MASTIC. DMSION 8- DOORS AND WINDOWS OS 41 OO.A ALUMINUM STOREFRdNT 08 41 00.6 ALUMINUM TNRESNOLD 08 41 OO.0 IXfRUDED ALUMINUM SILL CAN. 08 41 OO.D ALUMINUM BREAKMETAL FlNISHED TO MATCH STOREFRONT. 08 41 OO.E R-8 SEMI-RIGID INSULATION WITH ATTACHMENT CLIPS. 08 41 OO.F SILL FLASHING AND WATERDAM TO MATCH STOREFRONT. 08 41 OO.G SHIMS BY STOREfRONT SUPPUER. 08 41 OO.H AL i�INUM ENTRANCE WITH WIDE STYLE OOOR. 08 80 OO.A 1 4 CIEAR TEMP,�RED GtASS. REFERENCE ELEVATIONS FOR iYPE. 06 10 OO.B 08 80 00.6 ONZE TINTED t INSULATING GLASS - REFERENCE ELEVS FOR IYPE. 08 80 OO.0 Bf�0�1ZE TINTED SPANDREL GLASS WITH INSULATED PANEL. 08 80 OO.D 3/4 THICK VERDE GREEN MARBLE TILE. 07 92 OO.B DMS�ON 9- FlNISHES �BOTH SIDES 09 21 OO.A 5/8° GYPSUM WALL BOARD. 09 21 00.6 5/8" EXTERIOR GRADE GYPSUM BOARD SHEATHING. TOP OF WINDOW 09 21 OO.0 t/2°/ jjilCK CEMENTITIOUS BACKER UNIT�S. p EL. = 9' - 6�� 09 21 OO.D �R(PS ��i 6� O CNNMETACLHSUSPENSION S` STEM � W�TH 7/8" FURRING 09 51 23.A ACOUSTICAL PANEL CEILING SYSTEM. 09 91 OO.A PAINTED FINISH. �08 41 OO.A 09 97 OO.A HIGH PERFORMANCE-COATINGS-ALIPHATIC POLYURETHANE. (SEE INTERIOR DWGS.) OMSION 31 - EARTHWORK 31 20 OO.A FINISH GRADE. 31 20 00.6 DRAINAGE FlLL. 31 20 OO.0 COMPACTED EARTH. 31 20 OO.D COMPACTED GRANULAR FILL DMS�ON 32 - EXTERIOR IMPROVEMENTS 32 13 13.A CONCREiE SIDEWALK/DRIVE. REFERENCE CNIL dRAWINGS. (SEE ADDITIONAL FLASHING DETAIL ON SHEET A4.3) 07 24 OO.A t 07 62 OO.A -� 07 92 OO.A 08 41 OO.0 08 41 OO.0 ALIGN WITH TOP OF MULLION t� 08 41 00 C 07 24 OO.A �� ?� 04 20 OO.A _`- � ' a P3 AT E.I.F.S. WALL P3 AT WINDOW 07 62 OO.B 2"x2" ALUM, TUBE ON RADIUS, ANOD. FINSH W/BLIND ANCHOR(TYP.) N - v- DRIP EDGE 06 10 OO.D; 2 LAYERS TURN ROOFING ON RADIUS WITH JOINT � MEMBRANE DOWN 4" COVER @ CENTER OF � W � BEHIND ALUMINUM RADIUS B _� '�.� 08 41 OO.D D � w E `` 08 41 OO.D g SLOPE DOWN SLOPE DOWN-� g DRIP EDGE `v BO�OM OF SOFFIT -\�'� �. = 9'-6" A.F.F 2 7/8„ FIELD VERIFY 2"x2" ALUMINUM TUBE ON RADIUS WITH ALUMINUM TRIM FOR 3/8" BLIND ANCHOR; CONTINUOUS REVEAL REF. OS 41 00 FOR ANODIZED FINISH P2AT FRONT CANOPY P1AT WINDOW METAL � PANEL PROFILES A4. � SCALE: 1 1/2" = 1'-0" • '� • � c/� O N V W c/� � � � O � Q � � r--� � � � .-� v J �� � Q t� � � � �� � � � � � � � O ��T� W � �..w/ ,�-� � � � � ;� m 'H C`�'� 1�"� � � ��� F�-'--1 � '�j � � ���� � � � � � O� � '� � M-1 � Q � � � � � H F-� � � � � W � W � � �O � � � I'� C,.� L.n C,.� \```````````aau��►uoamuniiiiii `` ��.... ...� ,,, ''���,�'': . �;�•'O • �"� •� t� i y `� �� o� W d �" � � N Z � � � � � st'J p �- � V ;�j��: Q � •''�Q� i�,���''''d'qp »......•• ��""`"`P``. Nminnnm o � N cj � z � .� �� o � z � Uw ~`•' N A � '' � o '^ � O � o �� �~ H '� � Uz �� "" • M '� W � '� � � �� w Fr.'' Cj o O w � � a �x �� U � U� °� Q', � M M � � � � �