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Home My WebLink AboutB03-0092.PDF i � � ' . � ` � � . - . G�N��i�� GO�1STi�UGT I O�l �IOT�s : � f �� ♦ . . • ,Y • , . . Q . . a b . . , e � s�i# � `' � 1 THE GONTRAGTOR 15 TO GOORDIN?�TE ALL WORK I�IITH THE ANTLERS LODGE GENERAL �� ,�� OPEN TO VLp�T � � , �� BATH Mf�NAGER, PRIOR TO THE START OF GONSTRUGTIOA AND AS REQ�IRED DURING THE �O o° ,��d � BEDROOM g�Lpy� , _ GONSTRUGTION PROGE55 ��4-� €,�� BELOW , - - - �� , . � � � i i ` 2 UNLE55 APPROV�D BY THE ANTLERS LODGE GENEZAL MANP�GER ALL DEBRIS FROM a ; , DEMOLITION AND NEW MATERIALS FOR GONSTiZUGIION ARE TO B� STORED WITHIN THE UNIT � �� i ` . ' / O ' ELEV. � � BEIN6 WORKED ON � �� VEST. '� I 3. PRIOR TO THE START AND DURING DEMOLITION TH� GONTRAGTOR 15 TO �/ERI�Y THE LOGATION `O j i OF EX15TING PLUMBING, FIRE SPRINKLER, MEGHP�NIGAL AND ELEGTRIGAL SYSTEMS AND B O T�E LEG ' � I PROTEGT THEM �ROM BEIN6 Dl�MAGED � ry EL. = 13'-2" _ �� ^ � � - . �/- I-I/2" DIl� � � � 4 ALL BUILDING GOMMON ARE/�S ADJf�GENT TO THE AREA OF WORK J�RE TO BE PROTEGTED } 1..(� O ,- 5PRINKLER LINE � _ I I � DURING THE ENTIR� WORK PROGE55 ` �/ � ' I ; 5 THE GONTRAGTOR WILL V�RI�Y DAILY WORK START AND STOP TIMES WITH THE ANTLERS x , - , � ; E E�l. LODGE GENERP�L MANAGER X OPEN TO � � � ; � � � , 1�� , 6 THE GONTRAGTOR SHOULD NOTIFY THE ARGHIT�GT OF ANY DE�IGIENGIES IN THE EXISTIN6 � 0 O � � LIVIN6 , BEDROOM , GONSTRUGTION AS IT RELA�TES TO QUALITY, S�FET( AND BUILDING GODE 155UE5 • � � ; I � BELOW - t � � � � ' -1 SPIRAL STAIR - PROVIDE AN ALL STEEL GONSTRU",,TION STAIR PER SEGTION 603 4 O� THE � ll1 N � Q- ! � , T O SLAB "UNIFORM BUILDING GODE" AND SELEGTED BY THE OWNER NOTE PER SEGTION 603 4 THE Q -� ' � i , � � SPRINKLER LINE �� = a'-O" FINISH TRE�D MATERIAL GAN BE WOOD L� � ENGLOSURE � � � BELOW — EXTERIOR THE SUPPLIED STf�IR WILL MEET SEGTION 1003 3 83 O� THE "UNIFORM BUILDING GODE" FOR � ' i ' GORRIDOR MINIMUM SIZE, DIMENSIONS AND GLEARANGES AND WILL BE INSTALLED IN AGGORD,4NGE WITH Q ' � � THIS SEGTION OF THE GODE IT SHOULD BE NOTEL THAT THE STARTING POINT OF THE STAIR ON � � ; , - THE ENTRY LE�/EL GAN BE ADJUSTED �ROM WHAT 15 INDIGATED ON THE PLAN TO H��/E THE I I ' — ' LANDING OGGUR WHERE SHOWN ON THE UPPER LE�rEL AND TO PROVIDE THE GODE REQUIRED � ST�IR TREAD DIMENSIONS AS NOTED ON THE �LOOR PL�4N f�ND PRIOR TO THE INSTALL?�TION O� THE , ' STRUGTURf�L STEEL, TH� GONTRAGTOR WILL �/ERIFY TH� SIZE O� THE OPENING WITH TH� STAIR . • . . < . . • .—eT • - . �"-'ra—.—� . . , a � • � MANU�AGTURER AND WILL GONSIDER THE FINISH W�LL AND EDGE OF �LCOR MP.TERIA�LS A.T THE p � � OPENING AND REQUIRED GLEAR�NGE AT THE HANP Rf�IL ' 8 REPLAGE EXISTIN6 SLIDIN6 GLA55 DOOR AT THE JPPER LE�(EL- THE EXISTING DOOR TO THE �XTERtOR GORRIDOR ON THE NORTH SIDE OF THE EXISTING B�DROOM WILL BE REPL/�G�D WITH A +/- 4'-O" W x 4'-O" T SLIDE-BY TYPE WIDOW FILL THE fZEMf�INING EXISTING OPENING �X( 5TI I �iG U�� i..�■ X �i.• �i.•OO� �i��i � /�ROUND THE NEW WINDOW WITH EIFS STUGGO TO M4TGH EXISTING AND INSTALLED OVER 5/8" r TYPE X EXTERIOR GYP. SHEATHIN6 ON METAL STUDS WITH �ULL B�4TT INSULATION BETWEEN �� STUDS f�ND 5/8" TYPE "X" DRYWALL OVER 6 MILL POLY �APOR BARRIER ON THE INTERIOR SGALE: I/4" = I'-O" GRFf� = 278.5 5 F. NORTH THE GONTRAGTOR 15 TO �/ERI�Y TH?�T THE NEW WI�IDOW MEETS GODE REQUIRED EGRESS REQUIREMENTS (RE�ER TO A55EMBLY NO 3 ON SNEET A-4) G ALL EXI5TIN6 WINDOWS p.RE TO BE REPL/�GED WI"H METAL GLAD WOOD UNITS WITH GLADDIN6 � TO M/�TGH THE EXISTING f�5 REQUIRED, REPAIR lHE EXISTING STUGGO TO MP�TGH AND � ` PROVIDE GONTINUOUS GAULK BETW�EN THE WINDON �RAME AND STUGGO WITH GAULKINC� GOLOR Q TO Mf�TGH THE STUGGO � , � ' t O ALL EXISTING Gf�RPET, GOUNTERS, GABINETS, APPII/-�NGES, INTERIOR DOORS, PLUMBING O ; I FIXIURES AND FAUGETS ARE TO BE REPLAGED TNE NEW MATERIf�LS ARE TO BE SELEGTED � L , � s , _ � AND APPROVED BY Tf-fE OWNER i . • � �41 • a � ' � d ♦ � • � b � � • d t � i � � ' I 1 1 THE STAGKED WASHER DRYER 15 TO BE SELEGTED BY THE OWNER PROVIDE SUPPLY, VENT � � � , � , , BATH AND WASTE LINES GONNEGTED TO EXISTING PLUMBIN6 LINES �ND VENT THE DRYER TO THE � _� �XTERIOR GOORDINATE WITH THE ANTLERS LODGE GENERAL MANAGER �OR THE MOST --- DE5IRABLE LOGATION �OR THE \(ENT TERMIN/�TIO�I GP�P . � AL50 PROVIDE ?� �LOOR DRf�iN TIED TO EXISTING WASTE f�ND VENT PLUMBIN6 LINES. � , � ° o �L�• � � 12 INSTALL SMOKE DETEGTORS IN THE LOG�TIONS IN�IGATED ON SHEET ,4-2 WITH THEIR PRIMARY � � BEDROOM � �/EST. � THE UNIT WRIN6 f�ND WITH BATTERY B?�GKUP � I I POWER SUPPLIED FROM � I � ; � 3 PRIOR To THE SrART oF GONSTRIJGTIDN THE GoNrRAGTOR WILL vERY TH� GAPAGITY oF THE EXISTING ELEGTRIGf�L PANEL AND IT 5 ABILITY TC AGGOMMODf�TE THE ADDED LOAD OF THE LINE OF W1�LL , I r � � — , � NEW WASHER /DRYER, LI6HTIN6, ELEGTRIGAL DEVGES AND HEAT. THE GONTRAGTOR WILL ABO�/E NOTI�Y THE OWNER OF ANY 155UE5 REL/�TED TO lHE A�lP.ILABLE POWER AND WILL MAKE . - -,� i REGOMMENDATIONS TO HIM SHOULD ANY ISSUES DC15T �ERIFY THAT THE EXISTING WIRING IS IN - - - - - - - -- - � � � �' � GOMPLIANGE WITH THE PRESENT ELEGTRIGAL GOLE AND REPLAGE AS REQUIRED - -- -• , � - - - - - - - - -- - -I IELEG 1 O Q �; I ELE�l. � � � ; 14 �/ERIFY THAT P�NY REGE55ED LIGHT FIXTURES TO BE USED AR� RATED BY THE MANU�AGTURER � UP I I i PANEL � TO ALLOW �OR THE GONSTRUGTION OF A �IRE Rf�TED DRYWALL BOX DIREGTLY AROUND TH� j I I I ' � �IXTURE (RE�ER TO FIREPROOFING AND ASSEM�Y NOTE NO. 5 SHEET A-3) Date: 04/21/03 , ' J I�� ' � ( ; KITGHEN ; � � � LIN� o� � � Ap��,�� Revised � � LIVING DEGK � j SPRINKLER LINE � � � Communi�j Dcvelop�nert � � T O SL/�B ENGL05URE I I ` �� Departms�t � � �N i � -� EL = O'-O' p`�vE I I ` EXTERIOR �! Building Safety& Inspecti��n , � � ' � . y I GORRIDOR Servi,es �•ar� � I �,\ DINING � � �IN GLG , ; � TOWNOF VAIL � ,�w . I f � I Cection 1Q�.4.3,Uniforn Suildtng Code�Vulidtry of PermlA?he iss�ance � �� , B.O ENGL. � I �l-• – ��-6�� Y i i orgrantm�of a pemvt or approval of plans�speciftcaaons aad computadcna � � EL. = 7�-2° � � � � ST?�I R thal!not ba construed to be a pertnit fot.ot�t►appcoval of,any violsden�t , ' j eny of the provisions of th�s code or of eqy othet otdinr.�tca of tho jucisdicG�ao. _ --- -- , --- --�—�,. , - peenits prcsum3ng to�rve authority to violats or cancel G4e provis[ons af t�is e+ . . . 1 , • , . , . , . ° , . , ° , . , � ° • Cod�or other ordinances of the�unsdiction shall not be vw':,1. 5he e t be r 71k issuanca of a perr:�t b�sed on plans, specificatior.s and othet data sh�ll � ► aot prsvent tha b��.�^� c�=-�l frcm theresft�r r_C��riag tho Cot[ecacn�t etrors In sad plW.s,�;cc --. _°.7 c',_r�-�. :C o;r►preventing Du31di�; operador,s beic� c� :� c, � __ � . ..:�t�on�f this:ode x�f , ��ITi�Y �.�:�l�l� �1.00i� �''L.�1� �l�.�_�� . - � �� _ �X� ST� ��7 INII�HLS. %� UA7E:�5'D�'•o3 ' � SGALE: 1/4" = I'-O" GRFA = �20.5 5 F. , NORTH _ , � r _ , 1 �/ --_. ' � . PROP05ED STEEL SPIRAL - = • STAIR (SEE GENERAL � , _ � , GONSTKUGT(ON NOTE NO. 7 ON SHEET A-U ' . 36"H +/-18'-5 6/8' 3 5/8' 6'-D' 4'-b' R!�I L I NG , �R�� OPENING - (VERIFf WITH STAIf� ' EXISTING TUB TO BE REPLf�GED . . �a � ' . � . . � e • . a ' �. °-' ° ' WITH A SHOW�R WITH BENGH EXIST. E ' 11 1 (� Q G BUILT-IN GUBBIES � ' I { 2 � BaTH� B�NG� v�KT1i�•` 101� �,.Q�Yac �?.r l��Q I STORAGE SHELVING , . , �` - ' t (VERIFY WITH OWNER) , � . - - . ' `�� d � � A-3 -' \� /' �5 � `��3 • 3 J � � - - a - � - -� z ' % — - �B 5�,� a�6 3 , o� v cv . � w �N � ',.� , ---- C��G�.Ztv� ��Y�'r.( a� c ' � �`� �� . .�.oPO�� . � � o`��— -�� ; � � ; 5�,�� '1, � m o +/-3'x4' GASEMENT BET7R0'OM EIIG� ��E1�I�H o ',�'� '�� \\ � i I RELOG�TED SPRI L�R LINF � � �LO�R . 1; �� I (�IELD VERI�Y LOGATION) � r" WINDOW TO BE � � ' • . DN � ,,�s . � I � ' - ADDED IN THE - . - . .� � - � �, e� � � EXISTING WALI� �O SLAB �� VERIFY Ti-IE EX/�GT _ _ 11.1 � EL � 8�-3 If2 LOG�TIQN OF DOO[� i i V � �� II' �p PROPOSED STAGKED W�.SHEP. � "� � � ' •A N D 'A D.�A G E A I T W A I._L ' y,.t. R�ILING . � I DRAIN j j /DRYER AND FLOOR DRAIN (5EE � CSJ � � ' ' ,WITH THE QINNER. _ _ • �- < < �� _ ',- GENER.4L GONSTRUGTION NOT � m 4'x8' �IXED WINDOW ' � r � � �3" � � � � � , � • ' � DN �'� � �D t� `'' 3 NO II ON SHEET A-I � X � � 2-O �,�-5 3-5 � , I � TO R�PLAGE • R.O�. R D I.26�'$ ' , � � n �� v 4 6 � —1 O E X I 5 T I I�I G A N D T O --- --- -- --- - ---- ' � m 8 I/� � o e �m vQ.UI.-� D r yer� �D �-�..� �x OI� Q 0�1 O t 1� �LIGN ABOVE - ------- _ - - - -- � - -- - �,- -; -- -� -, -- -, --� --� � -, �_�-- - �L_ , � 2'-b Il2' I I Q.P.t" ��. �.�.1V1,�. S2aG.. 'Jrb'T �1?)l/�G4��'2r'� �OOCr. g¢G . � � Q � PROPOSED S�L I D I NG � i '� ,,\ � ; i � � ! 1 1 i.-`� i ! � �,�3 5/8' � " � GRO ET n Q � 5 �Q,f �.�UUV` �� l, N GLA55 DOO ' ' �, 3 5/8 ' j�, � � �� VERIFY WIDOW 51ZE i I . ' ' � I%i� � I ( ( � ' � PROP. � � ' `l� N�� r��1�l� �� 'S�$ � jL � cs- I I '��,W I TH THE OWNEiZ ` ' ' ' - �=�_ _ _' LAUNDRY ' � EX�v ,�r/ c�� G �, �.13 l� •3 � 11.5 � Q ^ 1 r._ � �... �L - -�. - '1 -'1 —I I .�i _ _J- I �V � � «• � O � '\ �� ` -- - - - - --- - - - i � � �VERIFY WITH G OSET {- � ��'.. , � I O P E N T O , � '" I ; ' �A P P L I/�N G E - NEW WINDOW TO REPLAGE TH= � � z � � I ��v��G _ , O ; � � i EXISTING SLIDING GLASS DOOR � � I � A-3 BELOW � " � / , '� � �I � � ' EXISTING (SEE GENERAL GONSTRUGTIOfl (� Q ' I -�-=-F —-- -\- -==�- ' �i � BEDROOM EXTERIOR NOTE NO 8. ON SHEET A-I) � W � � �r� ( � i i GORRIDOR I � ; F � _ , '�� I � � T O. SL/�B � � % k � ��. � � � EL = +/-a�-o�� EXtST. -' w �_ � � STAIR ; � , � � . � , . . . . • . ° - . �• • . �' � • • GRF� SUMMP�RY: ` . , . . ,. . . . STONE VENEER TO 3 5/e' - EXISTING ENTRY _EVEL GRFP. = 120.5 5.F. 8E �DDED AROUND YERIFY WITH PLAGEMENT O� NEW ��-0� EXISTING UPPER _E�/EL GRFA = 278.5 S.F. �IREPL�4GE STEEL FLOOR BE/�M AND �IRE TOTAL E�STING GRFA = q99 O 5.F (GOORDINATE WITH PROTEGTION GONSTRUGTIDN � � ENGINE � L ��O�O�:�� U�� i�� Y �i.. ��OO� �i..�l� ADDED UPPER LEVEL GRFA = 218.3 S. F. I� . lOT/�L GRF?� = 1211.3 S� F. � SGALE: I/4" = i'-O" • GRF/� = 4q6.8 S.F. NORTH � , , O � ' PROPOSED ST�EL SPIRAL UPPER LEVEL O p ST�41R (SEE GENERAL � HABITABLE FLOOR A�R�F. SUMM�4RY: � II'-O' GONSTRUGTION NOTE NO '7 � O - 3 5/8" ON SHEET P�-I) EXISTING HABIT/SBLE FLOOR ARE� = 166.5 S.F. PROP05ED HABIfP�BLE FLOOR AREP. = 2�4.6 S.F. _n J � . • . � , , � , • • . < • s TOTAL HABIT�4BLE FLOOR ARE/� = 3q 1 . 1 5.F. � v, O • a • • 6 • � t_ -1_j � I I ,� EXIST. .� FIN GLG � B�T� (THE AMOUNT OF Hf�BITABLE FLOOR f�RE�, AGGE551BLE � � �, BY A SPIRAL SThIR AND ALLOWED BY THE BUILDING . EL = +/- �1'-6"� Jl� �� '� __F� -- GODE = 400.0 SF.� � � PROPO�D - -' ` - BEDROQM � � � I\ i�� ' r t�� ' � ' � � �' � � �UP ' I I' o EXIST. � PROP05ED SOF�IT � � � �� I i; � � I+ ; 0 ELEV. i ABO� � - � — — —� � � G� �„ �ST. � � � � � 4 '� , � ' � � B.O. 50��IT �; � :� _�a I � ST�EL GOLUMN (5E� ;' ,,, �_ �� , ; �_ _- �_� �� STRUGTURAL) m EL = +/- -1 O �.^ , � ,__ --- =, — II f i _ _ _ _ — — _ _ � _ _..,—�� — _ — _ _ .._ � I i; , i EXISTING WALLS AND 8'x 8' SLIDING -- �R,�n,�-„�z - - - - -- -- -� -- - - --z-- - - - - - -�-��'- _� �__ __ � ,I I �� ' GONSTRUGTION TO REMAIN , , , -D, --��T-=�_ � I, EXIST. „� ti ��,�- - - - - - - -- - - �±---, --- - GLASS DOOR TO -- - , �- �, ;-�t- , --i �"-1 Ca �i ' E E�l. ' i REPLAGE EXISTING � EXISTING GONGRETE WALLS TO DOOR AND WINDOW � � 2 � ; � , � � ' i I `�i ! ! �� I O - �; i � R�M�tI u � � � � ' ' ' ' � � ' ! � � I 1 � j - Date: 04/21/03 I r�_ � __ _� _� _� __ __ _µ__i __ __ _ � EXIST. i ; EXISTING 1NALL5 TO BE REMOVED �� i � EXISTiNG ELEG � KITGHEN ; � , � � ReV15eGI: , PROPOSED 16 H EXIST. T O. SLAB � RA15ED SANDSTONE DEGK � EXIST. _ , „ PANEL (SEE GENERAL � - � PROPOSED WALLS SLAB ON STONE � I IL VING EL - O-O GONSTRUGTION NOTE I " VENEER HEARTH + � � - _- -_ - -NO 13 ON SHEET A-I) EXISTING PROPOSED STONE \/ENEER � � �XTERI OR i � �I �i � EXIST. � __ � GORRIDOR , � , . � j �DDED FLOOR AREf� NEW BUILT-IN ; � DINING GONGRETE ON STEEL �� . I FIN GLG �X15T. GABINET (�/ERIFY i � _ I EL = 7'-6" �N�Y� I j EXIST. GONSTRUGTION (5EE STRUG�TlJRAL) ' DE51GN WITH OWNEW � � ST�IR � n . ' . � : . � . e • . � a• ' � . e • . � • � . . • • • • •^ • � ^' SMOKE DETEGTORS (5EE NOTE ' • , No i ON 5H ET A-I) 5heet Number SHI�T EXISTING STONE �(ENEER TO BE ADDED Co��.��+F't f,� ��'y�,��q,Qy�,�s'Q,�V�G2S FIREPLAGE TO THE _ AROUND FIREPL/�GE (GOORDINATE J 50UTH. YERIFY WITH STRUGTURAL ENGINEEi� ' �IRE Rf�TED A55EMBLIES � DISTANGE WITH OWNER AND EXISTING � (5EE 5�4EET P�-4) � _ f FIREPLAGE FLUES ��O�O�� I ��Y �� Y �� L.00� �J��I � . � . , . . SGALE: i/4" = I'-0" ' GRFA = 7205 S.F. NORTH , , ' i� � ' I ` BASE TRIM �/ERIFY WITH ' � �IRE RETARDI�NT OWHER ; RAILING BALUSTER TREATED 2x NAILER GA�RPET WtTH PAD GARPET WITH PAD 5/8" TYPE "X" DRYWALL ' ` Ix4 SOLID WOOD FLOOR , � i ON E�4GH SIDE OF 3-5/8" +/- 3-I/8" GONGRETE SL/�B TRIM BOARD METAL STUDS � � (SEE STRUGTURAL) VERIFY 3" GONGRETE SLAB �LUSH TOTAL SLAB THIGKNE55 Ix4 SOLID WOOD WALL WITH EXISTING (SEE STEEL GLOSURE ANGLE WITH METAL DEGKIN6 �OR ` TRIM BOARD W(TH Ix "� � (SE� STRUGTUR/�L) o MIN O� 2-I/2" GONGRETE . � MITERED RETURN �` ' ° � STRUGTURP�L) a ° a ` FROM TOP OF DEGKING TO � (V a SHIMMED FOR SLAB ° a a a , l�� a THIGKNESS a ° ° aa TOP OF SLAB, AS Q ('(� � • REQUIRED BY 2-HOUR � R/�TED A55EMBLl'' ' Cn — � , " � � � = STEEL GLOSURE ANGLE �-0 STEEL BEAM (SEE � � (SEE STRUGTURAL) _ EXISTING GONGRETE SLAB STRUGTURAL) � � � O /�ND DOUBLE TEE �LOOR � � Q � STEEL BEAM (SEE STRUGTURE TO REMAIN STEEL GHANNEL �OIST - 7/8" HAT GHANNEL 1.L1 m � � STRUGTURAL) " (5EE STRUGTURAL) _ FURRING FASTENED TO 11� � , 5/8" TYPE "X" DRYWALL ST�EL GHf�NNEL J015T5 X O � � - - - � CQ � O 7/8" HAT GH�NNFL - - - � O � .o �RAM�NG 5/8" TYPE "X" DRYWALL I� `� H � � � �RAMING ANGLE SUSPENDED 7/8" HAT LINE OF NORTHE/�ST � Q � GHANNEL �RAMING GORNER OF BEDROOM � j� � r SYSTEM BEYOND � � `- � z , ��.00� ��r� � � � ��oo� � ��.� ��-r� � �. � Q � 2 � . .� �—� sc�E: i i��° = i�-o�� • �-3 sc�...E: i v2�� = i�-o„ � a . . , , , , � M � � ��oo� � �� . � � . ��1� �SS�M�1�Y N�aT�S : �U I LI� I �1G GOI�� 1�oT�� : � ' I. EXISTING R!-�TED ASSEMBLIES, AND FIREPRCOFING PROTEGTION DAMA�GED DURIN6 DEMOLITION I ALL WORK WILL BE GOMPLETED IN AGGORDANGE WITH THE LA�ST ADOPTED EDITIONS OF THE � O O � �ND GONSTRUGTION WILL BE fZEPAIRED TO PROVIDE THE REQUIRED RATINGS AND PROTEGTION "UNIFORM BUILDING GODE", "UNI�ORM PLUMBING GODE", "UNI�OR�( MEGH�4NIGAL GODE", "NP�TIONAL O Q ' ELEGTRIGAL GODE", NATIONAL FIRE GODE AND /�LL LOGAL BIJLDING, GOMMUNITY � � 2. PER TABLE 5A OF THE UBG. FOR R-I TYPE II �R GONSTRUGTION, EXTERIOR WALLS MORE THAN 20 DE\/ELOPMENT, AND �IRE DEPARTMENT REGUL/�TIONS � O BUT LESS THAN 40 �EET FROM THE PROPERTY LINE HAVE TO BE I-HR GONSTRUGTION (SEE ,,^ � A55EMBLY NO 3 ON SHEET /-�-4. 2 TH� OGGUPANGY GLASSI�IGATION �OR THIS BUILDING IS R-I v� 0 3. PER SEGTION 601 4 OF THE UBG, THE P�DDED STEEL BEAMS �OR THE NEW FLOOR SYSTEM DO NOT � THE EXISTIN6 BUILDING HA5 BEEN GONSTRUGT�D TO SATISFY lHE "TYPE II" �R. GONSTRUGTION � � NEED TO BE INDIVIDUALLY PROTEGTED. GLA55iFIGATION ALL NEW WORK WILL BE GOMPLETED IN �GCORDANGE WITH TH15 J � GLA551FIGATION � � � ,� 4. THE DRYWALL PROTEGTION AROUND THE ALDED GOLUf�IN (SEE ASSEMBLY NO 2 ON SHEET A-4), � � IS IN ADDITION TO THE DRYWALL ON THE t^iPLL �RAMITIG THAT SURROUNDS THE GOLUMN 4. MODIFIGP�TIONS TO THE EXISTING FIRE SPRINKLER SYSTEM ARE TO BE D�SIGNED AND BUILT BY ' A GOMPf�NY APPROVED BY THE LOGAL FIRE DEPARTMENT. PLANS ARE TO BE SUBMITTED TO � 5. REGE55ED LI6HT FIXTURES ,4RE REQUIRED TO HAVE A (5) SIDED 5/8" TYPE "X" BOX THE FIRE DEPARTMENT FOR RE�(IEW AND APPROVP�L PRIOR TO /�NY WORK"STARTING ON THIS � GONSTRUGT�D AROUND THE REGE55ED PORTION OF THE �IXTURE WITH THE PIEGES FASTENED ELEMENT O� T C h��, T�t� Ft{ip�4.v� �yne�Q�ht L PS6YV GesARGHITEGT FOR TOGETHER WITH 6d Nf�ILS H15 REGORDS \/ � •J 6 THE GAPS P.ROUND ALL PENETRATIONS OF Y�IA�LL AND FLOOR / GEILING A55EMBLIES BY PIPES, 5 THE GONTRAGTOR WILL IF A5BE5T05 IS PRESENT IN THE UNIT hND WILL HA�/E IT REMOV�D BY DUGTWORK AND ELEGTRIGAL GABLES ARE TO BE SEALED WITH APPRO�(ED �IRE STOPPING PROFESSIONALS APPROVED BY THE TOWN OF �(AIL ANL? IN �4CGORDA�NGE WITH THE M�TERIALS WITH A Rf�TING EQUAL TO THE FRE RESISTIVE GONSTRIGTION BEING PENETRATED f�PPLIGABLE REGULf�TIONS A. A5 REQUIRED„ALL EXISTING PENET�TIONS f�RE TO BE SEALED 6 RE�ER TO GENERAL GONSTRUGTION NOTES ON SHEET /�-I FOR �ODE RELATED RE�ERENGES B. IT SHOULD BE NOTED THAT THE METHOD AND MATERI�LS FOR SEALING PENETRATIONS WILL YARY WITH THE TYP� AND 51Z� OF THE M�TERIAL MAKING THE P�NETRATION G AFTER GOMPLETION O� ELEGTRIGAL, PLUMBING, SPRINKLER AND �(ENT DUGTWORK INSTALL�TION �ND PRIOR TO THE 115TALLATION OF INSULATION OR DRYWALL, THE Date: 04/21/03 GONTRAGTOR WILL NOTIFY THE �RGHITEGT WHO WILL VISIT THE SITE F�ND WILL A5515T THE GONTi�GTOR IN DETERMINING lHE PROPER METHOD OF SEf�LING E/�GH 7YPE OF Revised: PENETRATI ON. D THE GONTRAGTOR AND HIS SUB-GOrTRAGTORS A�RE TO GON5IDER THE NEED TO SEAL PENETRf�TIONS WHEN DEGIDING ON FATHS FOR PLUMBING /�ND ELEGTRIGA�. LINES E. , ` NO PENETRP�TION SHOULD BE GOVERED PRIOR TO IT BEING SEALED. , �.e� ��, C�l I�C. �c... �,0��a 5heet Number . , l� r` � ' , r 1 . � s _ , , . " , , � , ' a - , ' GYPSUM WALLBOARD, STEEL STUDS � f ' . . " One la er 5/a" e X sum waliboard or sum veneer base a lied arallet�or at ri ht � _ -� TABLE 7-C—MINIMUM PROTECTION FOR FLOOR AND ROOF SYST6VIS8>>—{Continued � . Y tYP 9YP 9YP PP P 9 .._.T ) _ angles to each side of 3g/a" steel studs 24" O.C.Wlth �" Type S drywall screws 8" O.C. St ' THICKNESS OF FLOOR OR ROOF MINIMUM THICKNESS OF CEIUNG � t � vertical joints and 12" o.c. at floo�and ceiling runners and interm�diate studs. � SLAB(nches) pnches) x REM x 25.4 for mm Joints staggered 24" on opposite sides. (N�.B� FLOOR OR ROOF CONSTAUCTION NUMBER CEIUNG CONSTRUCTION 4 Hr. 3 Hr. 2 Hr. 1 Hr. 4 Hr. 3 Hr. 2 Hr. 1 Ht. ' ' - Ceilin�Of 5/g"(15.9 mm)Type X wall- ' � board attached to �/g" deep by'25/g" � � ° _ , - Thickness: 4�/e" (22.2 mm dcep by 66.7 mm) by U 021 - ' Limiting Height. Refer t0 SectiOn V 6. Steel joists constructed with a inch (0 53 mm) (No. 25 carbon sheet oured ieinforced concrete siab steel gage) hat-shaped funing channels � � ;, , Approx. Weight 6 psf P 12"(305 mm)on center with 1"(25 mm) � 5 � Fire Test: FM WP-45, 6-19-68; on metal lath forms or steel form 6-4.1 „ 2t�2 �g m OSU T-1770, 8-61; units 4 S(cont.) long No 6 wallboard screws at 8 (203 jZ p � � , � � mm)on center.Channels wire tied to bot- � � i - ULC 79T484, 79T500,� tom chord of joists with doubled 0 049 � � � ri F - � 79T497, 8-12-81, inch(1.24 mm)(No. 18 B.g ge)wire , v � t ' ULC DeSign W415 or suspended below joists on wire hang- , x + ' , Sound Test: NGC 2385, 7-28-70 crs� } � Q p t ' , l.l.J m � � : � , � �c1.T��I�T� - r� -�OUi�' - ' `'�' x o � � , , 2 �O U R � o � ,� , ( 1�lT��l OtZ �1�L.L5 - 1Vi�Tr�1.� 5TUi75 �1.00t� G� I L. ) 1�1G �55�1��Y � `°. ° ° � � GYPSUI� �550G I�T I 01� �10 � O � � . Y�IP I�00 U�G T��L� �-G (T�1� 1�0. 6-�.I v � � � y � � NOT�: � � ° ` � � 2 . , � REQUIRED SL�B THIGKNES IS FROM THE TOP OF MET?�L I�EGKING V � � � � � FORM TO THE TOP OF SLAB. I� Q , . � � � ' . � GYPSUM WALLBOARD, WOOD STUDS One layer s/a"type X gypsum wallboard o�gypsum veneer base applied parailet or at right ,r _, . .. , _ angles to each side of 2 x 4 wood studs 16" o.c. with 1�/a" Type W drywall scrows 12" � , o.c. _ � Joints staggered 16" on opposite sides. (LOAD•BEARING) TABLE 7•A—MINIMUM PROTECTION OF STRUCTURAL PARTS BASED DN TIME PERIODS r . `" 4� " ' ' •-•• FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSa-{Contlnued) � MINIMUM THICKNESS OF INSULATiNG � � Thickness: 43/4" MATERIAL FOR FOILOWING FlRE-RESISTiVE PERIODS(Inches) ; ' Approx. Weight: 7 psf srRUCruFU►� x zs.4 for mm Fire Test: SWRI 01-4511-619, 8-19-92 P�7'S TO BE treM � PROTECTED NUMBER INSULATING MATERIAL USEO 4 Hr. 3 Hr. 2 Hr. 1 Hr. ' - SOUnd Test: See WP 3520 Three layers of S/8" (15.9 mm)Type X gypsum wallboard 3 First and secort� layer z . (G&H NC.�-246FT� 7-2-65) 1. Steel columns held in place by �/g"(3.2 mm)diameter by 13/g"(35 mm)long ring shank nals with � ' - and all 5/��' (7.9 mm)diameter heads spaced 24" (610 mm)on center at corners.Vliddlc ,' � ' members of �_7,2 Iayer also secured with metal straps at mid-height and IS"(457 mm)from exh end, ��/8 � O O primary trusses and by metal cornet bead at each corner held by the metat straps.Third layer a�tached O Q � ��.T�1Z�l�T� � L.� I �'�OU� (cont.) to corner bead with 1"(25 mm)long gypsum wallboard screws spaced 12"(3i5 mm) � Q ' on centec ' � �Y � ( �1T�1�1 Ot� 1��L.L.S - �OOi7 STUi�s � '�' tn o -� GY�'SUM �4550G I�TI ON NO. YyP 3�I 4 . 2-�OU� � `' . � J 1�oT�: , � GOLUMI� �1Zr�P �-��' S�i��.�Y . � 1�.1 ; , PER TABLE b-�4 ANU SEGTION 601.5.2.2. OF THE USG � U�G T1��LE �-1�'t �T�M NO. I - � '1.:Z �.I t P I RE-R�TaRD�4KT TRE�TED W DOD STUDS G�N BE US�D � � IN INTERIOR NON-B�?�RIN6 WALLS. � , , � , j . , 4 e — E � � i � ' , � GYPSUM WALLBOARD, STEEL STUDS, ; , POLYMER MODIFIED EXTERIOR INSULATION & FINISH SYSTEM , � � , EXTERIOR SIDE: One layer 5/e" proprietary type X gypsum sheathing apphed paralle( to f � , 35/e" 18 gage steel studs 16" o.c. with #6x1�/a" self-driliing, corrosion resistant, bugle Date: 04/21/03 :•..��<�-:.�- _�. , _ , head, drywa screws 8`o c. at edges and ends and 12�o�at intermediate studs. , � � - Proprietary polymer modified exterior insulation &finish system applied over sheathing. Revised: • � . 2" maximum foam plastic thickness. � , INTERIOR SIDE: One layer S/a" proprietary type X gypsum wallboard applied parallel to .,,,, .,,,_ , j studs with #6x1�/a" seif-drilling, bugie head, drywall screws 8" o.c. at edges and ends • and 12" o.c. at mtermediate studs. (NL8) , � TFickness: 6" -7"Varies `s . , PROPRIETARY GYPSUM BOARD Liniting Helght: Refer to manufacturer " ; . G-P Gypsum - � 5/a" GyProcm Fireguardo Approx.Weight: 7 psf , � ' '. , • 5 e" G Proco Fire uarda Fiie Test: SWRI 01-4409-003, 6-5-92 Gypsum Sheathing � � �s � ��' �G' � 5heet Number , � ` " I "��V� , , �� -� . � �XT�i�lO "' J��1.5 � � - � GYPSUM �550G I�T I ON 1�0 . , . l�4P8122 . . F - . . _ � t ` � � , z r i J + • / � " � �� _�.. __._._..__,�..n_ ..�.,..� — - ` - - - - . __ . - — _ c � ; � N� , . , � N� � � ;STRUCTURAL SPE�IFICATIaNS , �� `�� ` � � , _ _ - - -- - - � « _ 1) All aa�t in place concrete musC be madQ with Portland Cement 7} 1�1I con:sCruction must comply vith tho'2gh7 UniPorm Auildl�ng � ` and aCtain iainimum comp=essive stt�ngttt oP 4000 psi aftar 2II Code aa adopted by the Town of Vai� Bullding Uepartment and tha � , days. Aesign based upon riUILDING CODL� RSQUIREriL�HTS FOR � "Gene�al. Conditions oP the Contraot for Con3tructian" (AIA REZNFORCED COTiCR�TE (ACI 318], 1995. Concrete placement to Documen#: A201). All contstzuction must bQ compleked within the '�° F conform with "Con�tructianFte uirements" as def3ned 3n Amerioan toleranc.es des�ribed it� ths "Residential Construction . � 4 Concrate Institute code mehtioned above.� Performztnce Guid�lines�' n8 pregared by the NATIONAL ASSOC[ATIQ!! � - Z) Reint'orcinq steei ta XSTt4 Grade 40. AII 'welded wire Pabr3a OF fi0flL DOILDERS. � _ , , must conform with ASTM AitiS. Reinforcement placemenC shall 9) All str�uctu�al members �►re Bhown in their LIITAZ positfr�ns � � � conform with MANIIIIL OF STAtiDNtD BRAC'I'ICE, 2001 as prepaled by g�operl7� b[aced and suppozt�8, duTing construct3on it may be � , C�tSi, hll lap eplicea to be minimum 36 baX diam�ters. Minimvm necessa�y to ahora po tidng of� the struaturQ while othc�r � - reinforcement protection: . - portione� are beinq co�st.ruc�ed. ContacL the �truc.�ural � -STabs-� � � �" � ` enqinee�� for consultatfon as requ3red. � 3) All framing members for hon-bea�inq valls to bo non-cumburtihle g� Contractor is responsibte for a�l non-specified cvnnecCiuns, , metal stud� enginetred and insta2led accordinaq to contact structural enqineer for details as zequired. E»gineer � � � manufaCtarers spacifications bnd details. to appr��ve al2 struotura�l substitutions. � �� ^ 4j Struatui:al steel shall be ASTH A36 or better axcept pipe ip� Contractor is to coordinate all diaphragm penetrations (ie, ■� ~ -" columna vhich ahall conform to11STH A53 and tube sactions which ch}y�@Y�g� plumbinq �ewer$, otc.) through floors, roofiti and , � N � ' must conform.ta 1►STM A500, Grade B, anahor bolts and bults foundatlon valls with �ppropriata sub-cont.raqtors. General shall he A�07. AI1 strnctural steel is to ba detailed, ContxOC�tor is responsible for means, methods, techniques, �� ~ f�bricated and aFected in accordance with ATSC SPECIFICATIbNS, sequenc��5, procedurQS, �aorkmanehip and 7ob-site safety � � 4 � 199Z and CODfi OF STANUARD PRNCTICE. All weiding to be asspci�CQd witYlthia project: Genergl Cpntractor to ver�fy a12 � U , performed by a aeXtlfied welder and conform with AISC and AWS dimen'sii�ns and elavationa rrith architectur�l drawings. Notify w STRUCTIT£,AI. WELDING CO�E� 2000, all electrodes to ba EE-70XX. �ngtneer of nll confl,ictaa or omisaians between various elements � 4 � � Grout beneath a11 basa plates and beam bearing platea shall be of the workinq drawings and the exiating conditions befarq „ non-shrink epoxy with minimum 28 day compressive strenqth oP commencing with'that portion or tria project. - C�neral �� S��6 °•L� �� Q ' 5000 psi. All Trubolt Wedgcs llnchors, Ramset�, and epoxy ContrneKOr Lo in�p^_ct rQ�aodal projects and verfty pribr use and 12�� MkX. ancAors to ba installod accordtng to manuf�cturers Prop�F ciisposal of existing materials (i.e. asbestos, etc.� as . ` specifications"and details. ' ' , req��r�� by coda. xdentity oP all existing hidden structural 5) Hetal decking as manufactured by WLC1tAFT, engineer to review Qlementas based upon visual inspection of tha completed ?��#r� �F�,S �,pNs• S�Qi�� X2.�� µ•a.s• � �6��°�- ' ' and approve all sustitutions. - buildin��.-- -- - � ' ' '- �q, �OP11o�J �Q, WEtAEp t0 $7E�t. �FkM► � , 6) Liva loads used for design- 1Y) ]►11"materials expoced to exterior and/or moisturg conditiona > " - -itoof-SO pst' snow. , sha21 b�� treated for thesa conditiona ('ie, chemival treatment, -FIDOr-dD psf residentielr staining, painting, damproofinq, membranea, flashing, etc.) as �' , � -Deck-lOD psf. require�3 by cod�. AI1 waterials to bo treaYed for f3re � � -Hind�25 psf. resistamce as requized by code. , � •f••••••• � - • -Earthquake-ZOne 1 UDC. _ 2'J2' �i••�3�1�•'•� �:o 'y�' : $,9y+� r�►+. . .- _ �'� � Q.� � � , - � � 'l�' �� Q:� , ! � � %z;'x bF x I,�„ ` corar.%." 8�'f tk,�ttE w EuvED a. • c�:•',� ` - �'P '� �-c°r'` =3Yi' -ro s��, B�. cQ b�y:=� ,•'�;,�` Q ti� yf , , -t�P y¢�� 2,��6.� . . s , , , �P�M 1'�R Pu� � ; � �oM Y¢" 2,�e 6° ��M pF-R PtA�N �`CJ� 3% " _ - _� _ . .�� L 3%3x% cor►r. �.1Et.DED`ro , T��r� coN� ��. �� S �H►�K cor�cE 'TbY�P��C �WF 6x6�iozio ST�fc. �M � , _ �„ TopptN�, ° , � (�,r� , 0,6 c c,oN�oRN 22 Cs/�cti� �� 3x3x�4 klE.�oED �'o - ' ", � MG^Tk1. DE�-K�r�C� $otN �+MS - , � ' . _ ` 1" 3 s�v�s ! W ►ox�io t'�R ��*► - , _ � , .,�rv. �� , , I - d � �,,, 3F, , 4. F .. ,+ � /�.� �p " , � e ? � � ; ►�, � - _ � . DETAIL D . . � _ , -, - �� ,�-�, � , - � %4°sn��P�r-rr� �vi VZ'=l%o'' ' , . » �at�+ s�� o� ti� � ' , - �a�%i'X�2"Xd - „' , "� ' " � � ; e�r►+ 5►oES oF ��a � „ 3 /z' �,�,� !�%z;'x�" , �1 . ; �°F 1�,. 2,�e . �" �o,� J,¢ � � X b�. - _ , � 75 �X3x�� ' ' � t ' W'R� � " . ° " � „ �t ��u r � rG r6� r r r�� t` � ■ f' C- r f I � � LL �v� � - L SWAP�A �/2 X5 z0-S Go�uMN r { � } ` � � � + c W�2-s!S" d? ��xY At�G}�S S(S� x 6" EPox � �Q Q , , � � D ETA I L E (N7v G4NGR81�. � �S � 2�.�� . , � ,� � iN I I i � I �� ' � ' d� ' � I � ST � -- �-- t i � i 1 �_! _ _ - �, ,',2�.,�o�� x�SY,�►v oQ �aN t� .a I r--__ � � � � � o � �+ � f'P-�s�ss �ut�c 8' 31i' � i-�ro 3 � � � �s � � � �� ; �� ; H�J I J ' � , _ _ �� , , � or�►.Y Gn P SuPP RT'�D X I I' r I I � , � ��W U D,6 C �o�tiA 2 C�MM�E � ;, _ , $�at+ P� P�N � I -r � N �o e�ar� � c 5 x 6,�� _ �� ' � j , 1 Z�� . � � f�r �� r—� �� — Z— ' „ �t, �X3x%4 xo`-6', � G 5 x b,� 16 �� o, c, �-- _ �� ; � � � , , �� Q � - �`�' S' 2� in 5��, � %�," � � � I j� , � , _ �f _ �__ �� 5 � ;N 1 � �, � ; �.-3/,�,'��5" �oxy i �ISnNG PR6ST�'s5 , � { � 1 x j � t � , . �At�Gtc�S � GoNc.F'.E�'fE. blAU.S• , , _ L L L � L- L � L � � _ �-:�`- - -L� �-.. -� �; ��ST1 6 Dou�t,�. ��s� , � l _ _ � ^ I O x — — 3a — ' — — �, �j i� � � j � _ ------ .. -� Y . , � _ _ ,�� . � I � , � o _ , � _ . . . . _ }�,+ � ��, � � ...j'� �� i � I i f � cv - � � � , _ , � . . ,� . , . � . DET��IL C � �� -�Po� �,SS,N�$�� -.- , � , , . c � o- 4 � ; „ • .� . Y c�7� � ' �"��\ 0_0" T°P DE�1=fN� W! }�►t�l. c�t I �� I �F�k s �NG rAN � . 'J � _-�"'_ . C� ��\ � �j��'f1}IC.�G C.ONCRE�E"�PPING� i �� ' i �,n �� I � � �,/P-�iNFoR�f-D W' 4]4JF 6x6lloxlo ( � +, � � I '1 `, 0' -3 , `. _'_'_I ' �I�l'A ��lY'� �X15Tlr�� f } I I ' �L�N 3%3"� ?1tt�K L�N4�TE TOYP�NG 41.� �f�5it�5S LuNCi�ET'� C�N�a I 1 , 1 � Q , _ ►�.tWF (,xb/io��d c��►t�Er� �3x3x%4 c�oi.rt, cwsuRE ��w� T9 �NV�. ;;-f,;�� x I `." �' ' I l , , , 2�� j2,� -. � _ _ �+u�t� t��,��D To ,r�x� I ' 0 _ , 2 0.� 4 c�� z2�n�E � � O �,,� �'� `'��_� N_ o I } E � I ; _ , - ` l�EZrrt, aF.�K��IG _ � I+ — ( �I I j I� � M � ` ��3'�i: I � I. li I '� �Y4�IxI6��xi�:�M . ' 2' , , 4 , � � � � f �1 � � � ,_ ,,►�_�/�,,��X�� y2` ._ --- 3'/8' i/ I � � , , �� XY (tµGH�RS N�N, a $i 3�g� � � f �� 0 .r r � � ] � � � a � _ ' - �� , � � • ' , , _ � � � - � � � t il i + , � �� . � 12' , ' _'�� , � a b� - � - i p'%i' , - � . ., �,ct5�t�r+� PK�Sif-Ess �oNCRGs�' � � � � f � ' _ c 5X 6,� ,�oy�TS r,oP�v watxr, T'lPic,M• - S I � 4 ` ��M PFR , /.5 F.�.D. ' , ,� f F�ftN p � �- 2„ � L3X3x% �t=.w�D-m `� �-i�ls . � ' , ; � �� -- � � � �� 3x3x��.xo�� ' �°''�� 0x3oP� P� -l1PPER � LEVEL FRAMING PLAN � -- ; _ ��v�T�a w - ! � : _ f - e , �oo � N rE t,vc�Yslori oF SP�,c�s_ s� v�rk�� 5�. _ .�,4„ _ 1,_ O„ , Nd�"r� � � ' � . oF � ` = � . � DETA� L B � - � L�EIAIL A . - , : �, �, , ,,z„�,.o,. - ,. _ _ . � , � ; , � � �, _ - - , , � � �_ � - � � .