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HomeMy WebLinkAboutA105.17 � �A E � E General Notes - Ooor 8 Frame: A. All doors to be hollow metal MIN 14 gauge with interior metal stiffners & insulated fll, painted ro match existing. B. All hames are to be hollow metal (ully welded frames MIN 12 gauge, painted to match exis�ing. G EXIST= Exis[ing Door & Frame Door Hartlware Match MISO Da�a Cen�er Standards for all door hardware. Sel1: Kev Cartl EnVVIPanic Eoress 4 Pair butt hinges 2 Panic egress bars w/ suAace mounletl bolts toplbol�om w/ mag lacks 2 door dosures on push side w/ slide bar stop at head -Secunty door contacls. -Wrtl reatler antl associaletl release bu�[on for mag locks. Set2: Remove existing leverse�. flush bolts and mag lock. Existing hinges, closers and kickplates [o remain Replace with egress hartlware bo�h leaves. Provide surface bolts. Coordina�e wiM hame antl thresholtl (floor). Pmvitle (2) mag locks, one each leaf Coortlinate con�rols wi�h mag locks to pmvitle free out at all �imes. Conhactor's option to replace tloor in lieu of refVing for new hartlware. Door Tvpes Frame Tvpes REF. Door 2"� Schedule �Z" _ N �' o° ¢ � F Flush , � — � / 1 1/2" HM Hollow Metal 3/4"x12"x6" Base pla�e Channel pos�, REF. 3C / A5.1 (2) Sides TVP C Existing brick Existing/new soiltler course brick Steel loose lintel �o suppotl brick above opening, shown dashed', REE 38/A6 � Existing brick Vehical Supporl EA sitle of opening, shown dashed; REF�. 3CIA5.1 New HM frame & door Grade line, shown dashed Concrete sill @ door opening�, REF. iC/A5.1 Existing concrete footing Detail - HM Door Elevation @ Existing 3 D E�erior Wall @ Room 133B „4�� _ ,�_�„ (3) Sitles TYP Steel Ilntel � Masonry, REI � �(2) 3l4" DIA Threatletl Channel oosL REI rod wl HILTI HIT-HV200 epoxy, 4" embeded 2 C Detail - Channel to Base Plate C „�z„ _ , _o 2 D Detail - Channel to Lintel Connection i vz = � _a„ Line o! masonry bircWblock, beyond 3l8" Pla�e to anchor doors, beyontl Weather seal �hreshold max 1/2" rise @ 60 tlegree slope #4 Dowel @ 24" OC Hand �ool thresholtl �o pmvide positive water drainage away from builtling #4 Bar V2" Compressible isola�ion loint #4 x 1'-0" Long tlowel a� i6" OC @ Door I 8" Concre�e pavement RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel '�v�:���\i 1�.rvalrzA�� DATE: Qrj�08�20 Existing tlrainage pipe locatetl below ' top of footing, flled amund with tree I drainin8 Branularfill matariel wsrted / � in geo-fabdc ell arountl � Exis�ingcementwash � Existing concrete (ooting 1 D Detail - HM Door Sill @ Exterior Wall i ii2 = � _o„ C —\ �; � �', �. , C Saw cut existing masonry wall as required for (orm new opening for new HM hame 8 HM door opening & STL lintel; REF: Plans for e�ct location Exis[ing �T' CMU HSS Bx6x318 spanning horizon�ally beNueen columns Existing Wide Flange S�eel Column I N o° - p __ _ _ _ _ ___ / � / REF: aoor Sc�iedule /IA B � �� �ns.t / _ � � 0 Existing 12" CMU Exis�ing 7" air space Replace exis[ing 2" insulation wi�h new to ma�ch, resulting from demo/ins�elleHon of sleel opening Existing 4" nominal brick face -Lin�e12L5x6x1/2, "MohemePdreinagema�erial beyond. Match exis�ing bnck soltlier course as requried, resulting Gom - C12X20] EA side of demolinslallation of steel opening opening, anchor to Con�inue flashing up �o nex� course slde of CMU block with 3/4" DIA �hreaded L6x8x3/8 LLV, loose Iln�el �o mtl wl HILTI HIT- suppon face brick & bear 8" on HY2]0, 5 5/8" existing face bnck EA end. embeded @ 16" OC W eep holes - Concrete pour over beneath door opening - 3l4"x12"x6" Plate wl Flashing (2)3/4" OlAthretled rod w/ HILTI HIT- HY200, 4" embeded _y First Floor Sealant all sides if nol fully welded I` — FUllyweltletlHMtloorframeMlN �� Sub Floor 12 GA_ Weld door to steel palte �T per manufacWre + recommentla�ion to mee� F3 lomatlo wind loatls. Firet Floor . Topof Poo�ing Exis�ing Concre�e Foo�ing 1 1/2" Non-shring grou� K. Exis�ing 4" nominal brickface Existing 1" air space � Existing 2" insula�ion Ezis�ing 12"CMU HH Existing wide flange s�eel column @ EA entl HSS 8x6x318 spanning horizon�ally between columns ��e. �i�itel no[ shown. Detail - HM Door Opening Steel Tube 2 ('� Connection Plan V ,�z„ _,,_o, �� Detail - HM Door Opening @ Existing 3�Exterior Wall @ Room 1336 1/4„ _ �,_p�� LL #4 @ 24" OC. embetletl into existing concrete slab 4 VT' wl HILTI HIT HV-200 Atlhesive @ 24" OC FIrs� Floor — ` Existing fi" Concrete slab #4 � 24" OC. embeded into exis�ing concre�e 4 V2" wl HILTI HIT HV-200 Adhesive C L3x3x3/8x 3" long @ 2' OC w/ 3/4" OIA ihreadetl rod with HILTI HIT- HY2]0, 5 5/8" embedetl Exis[ing 12" CMU (3) Sides, TVP � 3/4" No�e'. Referto Door Schedule for rotings required and additional informa�ion. � Detail - HM Door Head @ Existing 3 B Exterior Wall 1 1/2�� _ �,_0„ � HSS Bx6x3/B spanning horimntally between columns AngletoColu 8 1/4 T.,. � � L3x3x1/2"x6" Long, Top & K Bot�om, EA Entl Existing Wide Flange Sleel Column Detail - HM Door Opening Steel Tube 2 B Connection Elevation ivz„ _ � �_o�� Brick [oothed in existing brick as needed 3/8" Steel plate to anchor door Sealan� all sides, if not fulty welded Fully weltletl HM tloor freme MIN 12 GA. Weltl tloor �o steel palte per manufacWre recommentlation to meet F3 tonredo wintl loatls. Acess hole @ EA anchor, coortlinate access holes 8 tloor anchorlocations C12X20] EA side o( opening, anchor [o sitle of CMU block with 3/4" DIA threaded rod w/ HILTI HIT-HV210, 55/8" embetletl @ 16" OC DoorFrameto ��8 �-6 Plele 1/8 1-8 W here CMU is w�, gmut solitl partial core as needed Exis�ing 4" nominal brickface Existing 1" air space Existing 2" insulation Exis�ing 12" CMU me Prmesaonai nrcnneors seai amraa �o mis snee�apoiies oniy m me matanal and ltems sM1own on NlssM1eet Ni drawings_ Ins4umenk o� — ololAeldocumen�6no�BAM1ipNng�A65Bals�allnol�e zo s�merea p�eoarea oy mu arcnnea mis amnnec� a�o�ssiv� maims ny ana au resoonsmimy m.mcn pians_arewinas or documen�s noi enM1l�NngVilsseal. i�is Urewing5 an0 Uetllls on Aarp��e sole p�opeiry o���e arcliAec�anU mey oa usea m.m�s soecmc pmlec om�. i� snau noroe ioanea. copiea o� reo�aucea. m weoie or oen. or rorany mner W roose o.uroie�r wn�omme wm�e� co�cem oime ercnrcen. vroiessia�ai Sear. STATE OF 2 � � �� Note�. Refer to Dwr � Schetlule for ra�ings 3/16 242 Plate �o Channel requiretl antl atlditional 31i6 242 Flanges informa�ion. Detail - HM Door Jamb @ Existing 1 B Exterior Wall ivz„ = i,_o„ B � L3x3x3/8x 3" long @ T OC wl 3/4" DIA �hreaded md with HILTI HIT- HV2]0, 5 5/8" embeded '�4 (3) Sltles, TVP HSS Bx6x3/8 spanning horimn[ally between columns � FoxArchitects 1 Memo�ial Dt Suite 1800 S[ Louis, MO fi3102 Main:314.621.4343 Faz�. 31a.821.0281 fox@foxarch.mm www loxarch.com Owner MISO Ener9y RonMumaw Architect Fox Architects 3 John Berentlzen MEP Enqineer TechSite Charlie Wlodyka L5x5x1/2, EA side of 12" CMU block, bear on C12x20] pos�. ► ��8 1'6 DoorFrameto 1/8 1-6 Angle J JOM1n Beren@en � ARCNRECI qR11900015 c � � U [6 Q OJ � [6 � U .� � O N M do O � � a � [/J U Z � '' .a= _ N � U � s` � � � d �U iss�en mr conrrvction REVISIONS No. Description P,o�e���o N .� i--� Q� � � N � � Qi L U :/� 0 O ; � oa/� sizoza Uate �94�.�� s�ee� No. A5.1 anmowizuesoPni