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Home My WebLink AboutB14-0280 plans approved �.�.....�� Tt7V STAMP PR � T DI R � T RY I � DE � C) F DRRVVI � � � DE � F R � AT _ �� J C � � C � I � I � � C►WNER PAUL LQCKEY STRUCTURAL REDWINE ENGINEERS, INC GENERAL E-mail: paulflocke�@yahoo.cam STRUCTURA� CORES AND RULES (C�DE SUMMARY} ENGINEER G�ntac#: Bob Redwine, �E ao.o COVER SHEET • � PQ Box 8009 51 . 1 STRUCTURAL PLANS AND DETAILS THE FOLLOWING COC}ES, RULES, Af� D ASSUMPTIONS HAVE BEEN IMPLEMENTED Avan , CO 8162Q A0. 1 PROJECT INFdRMATidN SHEET DURING THE QESlGN 4F THIS PROJECT: U� Q � Voice: (970) 748-0711 - L � N Fax: 970 74$-Q722 20121NTERNATIONA IL-L�NG CODE (AND RELATED CODES) BUILDING � ARGHITECT ZEHREN AND ASSOCIATES, iNC. � � CIVIL MEGHANICAL CONSTRUCTION TY E: 1B ,� Z Cantacts: David Kaselak, AIA E-mail: bredwine a�redwine-engineers.com � a ' Q cMo NOT USED M1 .0 NOT USED V-1 � �+^r PRCMARY LIFE SAFETY CONSIDERATIONS-2012 INTERNATIONAL BUII.DING CODE {igC} � Z � � � Pt? s°x 1976 MEGHANICAL/ DES�GN-BU � LD BY 4WNER'S C(JNTRACTOR " � �' ^ Avon, CQ $162Q LANQSCAPE pLUMBiNG IBC SEC71 �N 310.4 THIS UNIT iS C D WITHIN R BUILDING PRIMARIL.Y � Z � `� � Voice: {970} 949-0257 ELECTRICAL NoT us�a CLASSIFIED AS RESIDENTIAL GR UP R-2. �,r} � E-W,,,,,- o � Mobile: (970} 376-5267 ENGINEER P1 .0 N07 USED � � U � � Fax: (970) 949-� 080 IBC SEC710N 1009.7.2 EXCEPTION 6 STAIRS WITMIN EXISTING STRUCTURES FALL A R C H I T E C T U R A L W I T H I N T H E R E Q U{R E M E N T S 4 F C H A P T E R 3 4 0 4. 1 E X C E P T I O N 1 W H i C H S T A T E S T H A T � � � � � � Q E-mails: d�uek@zehren.com ELEGTRiCAL ' � � +� �' � � _ SUCH STAIRS NEED NOT COMPLY W17H THE REQUIREMENTS dF SEC7t�3N 1009 WHERE }- ua �. co A1 . 1 EXISTWG FLOOR P�ANS THE EXISTING SPACE AND CQNSTRUCTION DOES NOT ALLOW A REDUCTI �N O� PITCM � `V � � � � z � � E1 .4 NOT USED (?R SLOPE. � ��3 a, � � A1 .2 DEMaLITiON FLOOR PLRNS � � � Z A1 .3 NEW FLOdR PLANS = p cu � � V C� I NTERIC} R� BY C}WNER KIENZLE CONSTRUCTIflN SINCE 7HE LANDMARK BUI �DING IS CONSTRUCTED OF PRECAST CONCRETE Z U Z ,,.. � � V � GENERAL A2. 1 NOT USED INTERI4RS WALLS AND PRECAST C4NCRETE DUUBLE-TEE FLC}C1RS, THE EXISTING SPACE AND e� 4 � "'r� � c��,p � � _1 � Cont�ct: Matt Kienzle CUNSTRUCTIfJN WILL NOT ALLOW A REDUCTION OF PITCH OR SLOPE. AS WELL, ?HE '� Q � d CUNTRAC,TC� R PO BOX 941 A3. 1 NC?T USED TBp WID?H OF THE LANqING CAN NOT BE W1DEN SIN�E THE BA�K L.ANC�ING WAL� � e�- Eagle, G4 81631 CONT(NUES THE ADJACENT PRECAST 54FFIT ACROSS ITS ENTIRE WIDTH. � � � � Mobile; (970} $31 -6392 A4.1 NOT U5ED Q E-mail : kienzleconstructi!�n@gmail.cam BASED UPON FIELD MEASUREMENTS, THE EXiSTit� G STAIRS HAVE 9 �" INCH � � Q �0 A5.1 DETAfLS TREADS AND VARYING RISER HEIGFITS AVERAGING 8 �". THE NEW STAIRS WILL BE ��:..�� a � ,b t��. R E C O N S T R U C T E D F d R U t� I F O R M R I S E R H E I G H T F'R C?M F L t J t 7 R T C 7 F I.C?O R, �� p � Q, . .� ,..,,. I B C S E C T I Q N 1 0 9 3, T H E R E Q U I R E D G U A R D A T T H E L t�F T S H A L L B E A M l N I M U M t 7 F 4 2 > VO .�.. INCHES HIGH PER 1013.3 �i i� � Q � �"� iBG SECTIaN '1012, MANDRAi� SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT 1N � '"� �+- z ACGORDANCE WITH �ECTION 1607.8. HANDRAIL HEIGHT, PER 1Q12.2, SHALI. BE � � h � UNlFORM , NOT LESS THAN 34" AND NOT MORE TNAN 38". NANDRAII. GRASPABt�ITY �i� �„ � ry � ABB � � VIATIC� � � S �L � . � HA OMPLY WITN 1012 3. 1 � � � � z IBC 1013.3 EXEMPTi(JN 1 , IN GRQUP R-2, GUARDS bN THE dPEN S1DE8 OF STAIRS '� Qp � (� SHA�L HAVE A HEIGHT NOT LESS THAN 34" MEASURED VERTICALLY FRUMA LINE w • O Z AC ARCHITECTURAL GC?NCRETE CMU C4NCRETE MASONRY UNtT EXPA EXPANSfON HH HAND HEWN N NORTH R RISER T TREAD CC)NNECTING THE LEADING EQGES dF 7HE TREADS. �� C� h u,� ACOUS ACOUSTICAL CO CI.EAN QUT EXT EXTERIC�R HORZ HORIZONTAL N!A N�T APPLICABLE RB RES{LIENT BASE TSS 7dP OF STRUCTURAL SLAB IBC SECTION 24d7, THE GLASS IN HANDRAIL AND LC7FT GUARD WILL BE CONSTRUCTED `� �" � � Z ACT ACOUSTIC CEILING TILE CQ� COLUMN HP HIGH POfNT NIC NOT W CONTRACT RC RESf�IENT CHANNEL TSF T�P (�F STRUCTURA� FLOOR C?F A MATERIAL IN CONF4RMANCE TU 2407. 1 . AND WILL. MEET THE LC}AD - A D A R E A �R A I I V C O N C G O N C R E T E F D F L O Q R D R A I N H R H O U R S N O N U M B E R R C F R A I S E D C O M P U T E R F L O a R T F F T O P O F F I N I S H F L O O R R E Q U I R E M E N T S Q F 1 6 0 7.8 U S I N G A S A F E T Y F A C T�F t d F F d U R. ...� � ADJ ADJACENT Ct?NST CpNSTRUCTION FDN FOUNDATIdIV HT HEIGNT NOM NQMINAL RGP REFLECTEQ CEiLING PLAN TC TOP OF CURB � _ AFF ABO V E F I N IS H F LC70R C O N T C t�N T I N U O U S F E C F I R E E X T I N G U I S H E R C A B I N E T N T S N O T T C) S C A I.E RD R O U F D R A I N T E L T E L E P H d N E � � � � AFP ACQUSTIC FABRiC PANEL CQRR CORRUGATED FF FINISN FLOOR ID INSIDE DIAMETER REF REFERENCE TERZ TERRAZZO ALT AL7ERNATE CPT CARPET FG FIBERGLASS W INGHES OA (�VERALL REFR REFRIGERATOR THK THICKNESS �� 1�.� �� 1'."'� �� L 1 � � T �.� '�i.d ALUM ALUMINIUM CS GQNCRETE SEALER FHC FIRE HC?SE GABINET INGL INCLU�E OC ON CENTER REINF REINFORCED THRU TNROUGH ANOD ANODIZED GT CERAMIC TILE FHR F1RE HOSE REEL 1NF(7 INFORMATlON OD OUTSIDE DIAMETER REG2D REQUIRED TOB TOP OF BEAM �' � AP ACCESS PANE� CU CUBIC FlN FINISH(edj INSUL INSULATION C?FQ OVERFLOW DRAW REV REVISION TOC TQP QF CONCRETE APPRQX APPR4XIMATE CY CUBIC YARD F� FLOC7R INT INTERIORS OPNG QPENING RM ROOM TQW TOP OF WALL �� ARCH. ARGH {TECTURAL FLG FIANGE t3PP OPPOSITE RO Rt?UGH OPENING TRANS TRANSVERSE SEAI. D DEPTH FLSG FLASHING JC JANITtJR CLOSET OSB ORIENTED STRAND BOARD RP RADIUS POINT TRAV TRAVERTINE 1 . DO N07 SGALE DRAW{N�S. B&B BALL AND BURIAP Dp DECK DRAW FLR FLOOR JMB JANITtJR MOP BASIN OSF OUTS{DE FACE RS ROUGH SAWN TS TUBULAR STEEL 2. DIMENSIONS ARE TO FACE OF STUD, CENTERLINE qF GR(D, � B/O BOTTOM QF DF DRINKING FfJUNTA[N FLUOR FLUC}RESCENT JT JO(NT OZ QUNCE TYP TYPICAL ANp FAGE OF CONCRETE UNLESS NOTED OTHERWISE. BC BACK OF CURB DI I�RAIN tNLET Ft�C FACE OF CONCFtETE S SOUTH ' � �a;�� _ ) BD BOARD DIA DIAMETER FOF FAGE OF FINiSH I.AB LABORATdRY PA PAINTED SC SOLID GORE UG UNDER�ROUND 3. ALL ANGLES ON PLANS ARE 90 OR 45 DEGREES, UNLESS NOTED 4THERWISE. � ��-�'C`�s , � ��>; ��:�.� � �i B�DG BUILDING DIAG DtAGQNAL FOS FACE OF STUD �AM LAMINATED PART PARTITION SCH SCHEDULE UL UNDERWRITER S LAB 4. NOTfFY ARCHITECT dF ANY DISCREPANCIES OR CONFl.IC7S �' � "` � ` � BLK� �LQCKCNG QIM D1MEhlSION FR FIRE-RETARDANT LAV LAVATORY PAV PAVERS SD STORM DRAfN UNQ UNLESS NOTED (?THERWISE �r�. ��'� � � ;� IN DOCUMENTS PRIOR TQ DEMOLITION CON�TRUCTI4N OR �c��,�'�,r �x BM BEAM DN DOWN FT FEET LB(S) POUNDS PC PdINTS OF CURVATURE SECT SECTION UR URINAL ALTERATION OF EXISTING bR NEW STRUC7URES. � �,�� „�;;��'" � BQT B4�"1'OM DS DOWNSPQUT FTG FOOTING LP LOW POWT PCC PRECAST CONCRETE SF SQUARE FEET ,�„i�y�„ BRG BEARWG C3TL DETAIL LT LIGHT PERP PERPENDICUE.AR SHT SHEET VB VINYL BASE 5. PROVIDE ALL NEGES�ARY BLOCKING 1N WOOD & METAL STUD WALLS BRK BRICK DWG DRAWlNG GA GAUGE LTWT LIGHTWEIGHT PL PLATE SIM SIMILAR VCT VINYL COMPOSITION TILE AND CEI�INGS. LOCATIONS lNCLUDE BUT ARE N07 BRZ BRONZE GAL. GALLON L,VR LUUVER PLAM PLA5TIC LAMWATE SiP STRUCTURA� INSULATION PANEL VERT VERTICA� LIMITED TO T(?IL�TS, BATH AGCESSQRIES, CEILING AND BSMT BASEMENT E EAST GALV GALVANIZED PLMB PLUMBING SLR SEALER VES? VESTIBULE WAL.L MOUNTED ELEGTRICAL FlXTURES, SHELVES, CLOSET BTU BRITISH THERMAL UNIT EA EACH GC GENERAL GONTRACTOR MACH MACHINE PLSTC PLASTIC SNK StNK VIF VERIFY IN FIELD RODS, CABINETRY, GOUNTERTOPS, AND FALSE BEAMS. BUR BUIL7 UP ROOF EC EXPdSEQ CQNSTRUCTION GI GAE.VANIZED IRON MATL MATERIAL PLWD PLYWOO� SPEC SPECIFICATIQN VNR VENEER BW BOTTOM OF WAL� EIFS EXTERIOR 11VSUt.AT10N & FINISH SYSTEM GL BLK GLASS B�OCK MAX MAXIMUM PNT PAtNTEQ SC2 SQUARE VWC VCNYI. WALL COVERING EJ EXPANSlQN JOINT G� GLASS MECH MECNANICAL PPL PR4PERTY LINE SS STAINLESS STEEL � CIG CENTER TO CENTER ELEG ELECTRIGA� GMMU GLASS MESH MASONARY UNIT MED MEDIUM PR PA{R SSK SERVICE S(NK W WEST �""""1 /\ "�"` �� /� � �.� � �� = r r r ' CA� TREE GLlPER E�EV ELEVATION GND GROUND MEZZ MEZZANINE PREFAB PREFABRtCA7E STA STAINED WC WATER CLOSET 1 i Ll i � � � CFM CUBIC FEET PEF2 MINUTE E�EVR ELEVA70R GR GRANITE MFR MANUFACTURER PROJ PROJECTION STD STANDARD WD WOOD �"'� � � � '� �'� W � C I P C A S T i N P I A C E E M E M E R G E N C Y G R D G R A D E M H M A N H O L E P S F P O U N D S P E R S Q U A R E F O O T S T I F F S T I F F N E R. W L S W A L L S � �., CJ C(�NTROL JOINT EMBED EMBEDMENT GWB GYPSUM WALLBOARD MIN MINIMUM PSI POUNDS PER SQUARE INCH STL STEEL WP WATERPROOF � � C L C E N T ER LiNE EPS EXPANEQ POLYSTYRENE MISC MiSGELt�NEOUS PT POINT OF TANGENCY STMP STAMPED WPM WATERPROOF MEMBRANE �'" t� CLG CEILING EQ EQUAL H&V HEATING & VENTILAT(4N MLW MILLWORK PVC POLYVINYL CHLORIDE STN STONE WR WATER RESI57ANT � `�, C L O G L C�5 E T EQ UI P EQ U IPMEN T H B H O SE BI B MO M A S ON R Y O P E N i N G SfiOR S T O R A G E WWF W E L D E D W I R E F A B R I C REFERENCE EXISTING DRAWINGS F(�R THE LANDMARK BUILDING. ' � CLR G�EAR ESC ESCALA70R HC HOLLOW GQRE MR MARBLE QT QUARRY TlLE STRUGT STRUCTURAL ��.+. ��"`- � CM GflRRUGATED META� EXIST EXISTING HDW HARDWARE MTD MOUNTEQ QTY QUANTITY SUSP SUSPENDED XPS EXTRUDED POLYST(RENE � � C M P C t�R R U G A T E D M E T A L P I P E EXP EXPOSED HM NQl:LOW METAL MTL METAL YDS YARDS /r� � t } � I�w�r� � \.1 � � RAP H I � � Y � B C� I� � � = � � � ATERIAL � LE � E � D �.�, .� � <C �, > � � � t � „� = t � : � � €�. � � � �`"� � 1 's�� $ «.. �`,� ! F-.�� F �. �,„�,�' S��u*° �� v,3�� .> � MATERIAL NATCHES IN SECTION MATERIAL HATCHES IN ELEVATIQN � N E W S I T E P LAN �� ;~°� ` �� ' ��°° � �"� � �� ~�� _ � � - � � t� w�� ' �'� , A2 . 1 „ � ,_ „ � �� } � 1 FiLL MAT� GLAZING 1 /8 1 Q _. �, a., � ��,,� _ ,._ _. . , �,. , .._,� b . _ a._..� �� . � .�.�, u . , . � �� EARTH GRAVEL GLASS � �� "�� t� : . n. � .._� �.. �. �.� .� _ _� .�m.� w . .�._,_..� �. _ . � � l� �, • � � . .,�4;w,;��;,- f:,: ,: . �: rr° : � � ..' co�cR�-r�l � . �t '�. ° � � .' A a a FIRST FLOOR PLAN y CaNCRETE � }� k -. . • : :. >,'�.• . ;.�. :: .'.,. ,' . ::.', :: ..., A2. 1 A2 . 1 �� _ , �� . . � �;��,^;.`�::�� r ° .'' ';. ` . : PLASTER ,ti: ; A1 . 1 1i4 1 -p � r . L L�' • .• . ''• M1� .r . � , `. CONGRETE LTWT CcJNC CMU PI.ASTER QETAIUENLARGED PLAN DETAIL DRAWING TAGS �� BUBBLE BUBBLE BRiCK MASONRY P1 � 1 �4• QTl31/.Z014 �StNLDINGPFRAAtTSET <�\/� FA�E BR1GK FIRE BRICK BRICK CMU RUNNING STAGKED CEftAMiC INTERIOR CEILING WALL TAG TAG 4 ''� �i�i�i i�i i r i . . STONE ;1;�;�;;�;�;�; WQ4D :.::'.':.': . . . . . . . . CUTSTC,�NE SHAKES WDfiRIM PANEL ,•r = UP EL 114'-6" �� F � R �I � � FIN FLR ` META� METAL GRID DIMEN514N, STAIR NORTH ELEVATION EXTERI4R FLOt�R ROOF � BUBBLE LEADERS WALL TAG TAG TAG P11.1,.J� E �T lRQN , STEEL GORRUGATED CC�PPER FISHSCALE SPANISH ME7AL SHINGLES SHINGLES TILE ,��o� � � 1 N F C� RMAT 1 t� N FIMSH ROUGH BLQCKING PLYWOOD PLYWOOD USB PLYWOUD Di?UR TAG � � �T O 11 II It il IF 11 il H 11 /� II il 11 O il Il 11 tl 11 11 ("'y � � INSULATION �� ,� �� , �� ,. „ ,. ,, ,� „ „ ,. �� , KITCHEN �, „ „ ,� „ „ „ „ „ „ BATT' RIGIR RI I �� N ,� `� �� "ARD ,� O� j^\ A3. 1 A2. 1 � PRQIECT Na. DATE °� �: = BU LD NG F2EVISIQN REVISION BREAK � � �_J �� -. ROC3M NAME WINDQW TAG BUILDING 1 I 2a'� 42�2�i ��3 � 1� � MISG SEGTION ELEVATION CLOUD 7AG LlNE DRAWN BY CHK BY TRV BY "�� ACOUSTICAL. CARPET DRAINAGE � ,w p� ��' � T(LE & PAR MAT � :4� SHEET No. r� � �� # � �:�xw� � � �� : SC.1�LE AS '`JHC}WN � :n�� rtP� . . .. �� ` - �� . . . . . . iw�y"� 7 " -, . . . . . . . . . . . . . . . . . ..._ .. ._.. . . . . . ..... . . . . . . . . . . . . . .. .. _. . . . . . . ... .. . . .. . . . . . . . . . . .. _. . . . . . . . . . .. . . . . . . . .. . . . . . . .. . . . . . . . . u. . . . . . . . .. .. .. . . .. . . . . ... , . . . . . . . ._ . ..... . .�._ �...�:. . . .._ _ . .. . . .. . .. _ . _ ._ .. _ . . . . TOV STAMP . c�r � o WALKWAY � ..� F, ry O ,� Z T- � ' o crs � Z � n � �"�' — = an .. ❑ �r1 .z,� � �� °�.° V' a�"" ~ p 'eC Q _ = t� � G�G V � � d 4 . .�.� � � � ;q � _ � � � � � �- � .� � - � _ � � I � = � — m °' �� U cZ I I Zuz P � � - � - <C �c � �'' � � I 1 � o � ° I � ❑ � � vs � :� f� cu CZ 1 I ° ° '" o � c°d ^ M � p � � � � � ti a � 2'-4"` � � ` � ^ ( ` � d � o a � � � � � Q � , � � � m � � EXISTING CONC WALL ( � ,� � Z N ��,�� DClWN ( C"3 ' r. "' � � � � � � IBC CHAPTER 3404. 1 EXCEPTION 1 , WHICH I �� >' ,��'"y �'`� i,u � � STATES THAT SUCH STAIRS NEED NOT � Q w r Q � COMPLY WITH TME REQUIREMENTS OF I� o ' i L � �� m � ,� Z � r- SECTION 9009 WHERE THE EXISTlNG SPACE � - � � UP � � r` ',� �o ,,� (,7 � � AND CUNSTRUCTION DQES NOT ALLOW A 2v W O � Z REDUCTIQN �F PITCH OFt SL{JPE. � C� � a , ,��, �,t� � � �J C� i _ _ � � � Q EXISTING 9" TREADS RECONSTRUCTED � � � I � FOR EQUAL RISER HEIGHTS � _ c� Z�' � `� KITCHEN � Exis7ir�� corvc waL� LUFT � � �(} � ' ABLE TO BE REMOVED TO '11 �_5" x 7�-3" I INCREASE STAIR WIpTH , k 004 REF STRUGTURAL DWGS 11 '-5" x 7'-3`" � SEAI. . � � ' � — � � � � — � -- I LIVING RM � DlN1NG RM pqp� I 002 � a,_s�� x � ��-�� I � ,_ „ ,_ �� I i J � W � � � � /� � BALCQNY � ( ) � BALCONY �r.r% � � � � °� � �'-� �, � � � � � z ��; � � �� v�� .�� - �, ��= � �-k�� ...� �� x �, � � �� - � '' u�� '� Q > � � � �� a � � �.� -� .� � . .� �.. � � tV �� ..,_. � . � ., . sa .ar_� ., ....�«.r� �� d _�„-� �, � � t � . �� _� � �,,,,,,,,, ,� � �� µ u� �� n � � � � � F- �� ° NQTE: EXISTING FLt�OR PLANS DRAWN NQTE: EXISTIt�G FLOC7R PLANS DRAWN � FRC3M RECC)RD ARCHIVES AND ARE FROM R�GQRD ARGHIVES AN17 ARE FOR GENERA� REFERENCE ONLY. F4R GENERAL R�FERENCE ONLY. CONTRACTOR SHALL VERIFY ALL FIELD CON7RACTaR SHALL VERIFY ALL FIELD � EXISTING FLt� C1R PLAN COND1TfONS AND DIMENSiONS PRIOR 2 EXIST1f� G LQFT P �AN C�NDITIONS AND DIMENSIC}�15 PRI4R R'1 . 'I SCALE. 1 /4" = 1 '-0'� T4 CONSTRUGTIC?N START. A1 . 1 SCALE: 1 /4° = 1 ,_0" TO CONSTRUCTION START. ISSUED F4R: No. �A7'E COMMEM' OT/31I2014 BtjM.GINGP�AAtt'SET � � � �� F L (� C} R PI.A � S PROJEGT Na. DA7E �C1142326 07/31 /14 DRAWN BY CHK BY TRV BY JSW DK DK SHEEt No. � � � � SCAt.E: "� �t�,n�� x_Qa _ _ .� _ _ _ _ �...�.� ?OV STAMP � � WALKWAY � Z W N ♦ Z Q � � � � � Z � M � � � � � � � .... z � .E � C� � � fl � z � '��}' � o�c V � Gl 0 � � � � � � � _ I I � � � -� m Z °° � °° f I (� M- t„ +a. �, �c Z Z 1I ZV � r', � ,�^n � V V c �� I f � � � ° xn � � dw � II � � � � N � � � � � � c�n � p � ( � � � h C_ i � Q � +'�D � � � ° �.1..� � U ° � ❑ ❑ � �, -- I � � �-- ''� o U ( � .� � Z � - � � � p 1 yhN CG ii�i� v� tta Q � — o - - � � � C� r — � - - - - - � _ �� ma '� z � � � � � �' � C� � (� � o ° � � �� tt i3. ... � f� > r11 �- - - - - - - : � z � _ � � ��— �1j- - - - - � � ,� � p .L �-�r ��—__�= � � _ c� �' � � � KITCHEN � � LOFT II � � �_��X ��_�� i oo� _ � I 0 � � �_s�� X ��_�„ �- � .= .� — — — — �==--� 1 I �� I s�u. 1 L-� � - - - r` � �� I I � ��;,� �;�� . � ��;� �'� �i LIVING RM j I I ��,d � �� `'S'�°d� aIS�C°�.�.+ DINlNC RM pd�� I � NOTE: ALL AREAS UF DEMOLITION ARE 7•�A'1�-' 002 13'-6" x 1Fi'-9"' � � � HIGHLIGHTED IN GRAY � �� n �� r� � I � � I ' � I � ) J W � � � � � � BALCONY BALCONY � � � �v 0 � � � � °2� � w � � �,,,/ � � � t"?�� x �:�'g ��f� i � il. � ^� .� r �.. ` � y�, .....� N xM} � �� ,� �� .t; �C� '� �� D.Frz � � � � ; � , `� �� ' � �a � � � �� ti �� ;. � � b, �.� �� ° ,�' °� � � °°- � c..�" � o �� .�� .� ..,. , � � .:.� � � � `�� ° � � W � . -� � � , � �..� .�� . .,.�f,� .� a� , ..i� � _■ � Nt�7E: EXISTING FL.00R PLANS DRAWN NOTE: EXISTING FLC)OR PLANS DRAWN � � � FROM REGC}RD ARCHIVES AND ARE DEMOLITION FL04R PLAN GENERAL NOTES : FR(�M RECtaRD ARCHIVES ANC7 ARE � FOR GENERAL REFERENCE ONLY. FOR GENERAL REFERENCE UNLY. .� GONTRAGfiC}R SHALL VERlFY ALL FIELD CQNTRAC70R SHALL VERIFY ALL FIELD DEMU FLC� UR P �AN CONDITIONS AND �{MENSIQNS PRIOR 1 . AL50 SEE NEW FLOOR PLANS FOR ADDITIQNAL 2 DEMC.� L{JFT PLAN CONDiTi4NS AND DIMEN810NS PRIQR A1 .2 SGALE: 1 /4" = 1 '-Q" TO CONSTRUC710N S7ART. REQUIREMENTS RELATED TO DEM{3LlTION . A1 .� SCALE: 'i /4'" = 1 "_0" TO CONSTRUCTIC?N START. 2. DEMi�LITION OF AFFECTED MEP COMPOIVENTS PER �U�� CQIVTRACTOR'S DESIGN-BUILD MEP DRAWINGS . Na. DATE CC)MMENT 3. DEMULfSHED DOORS, LIGHTING, AND FL.00R, WALL, AND "��; �� CElLWG FINISHES NOT SHOWN FQR CLARITY. 4. REMOVE EXISTING CQNSTRUCTiON 1NDICATED BY SHAQED AREAS, TYPICAL. DO NOT bEMC�LISH MORE THAN NECESSARY FOR CORRECT CONSTRUCTION OF NEW ASSEMBLIES AND COMP�NENTS. 5. PATCH AND REPAIR EXtSTING CONSTRUCTION THAT IS DAMAGED BY DEMQLITION. PATCH AND REPAIR i'O MATCH ORIGINAL CONSTRUCTiON AND FINISH, UNLESS NUTED OTMERW(SE. 6. REPAIR t�R REPLACE WALL, FL04R, AND CEILING � E � � ASS�MBLIES TO MAINTAIt� THE WTEGRITY OF FIRE RATiNGS, S4UND RATINGS, AND CONTINUITY OF EXTERIUR THERMAL � � � �� AND VAPOR ENVELOPES. ALL CQMPLETED WORK SHALL � RESULT 1N A CONTINUOUS, UNBROKEN, AND OVERLAPPED THERMAL AND VAPOR RETARDANT ENVELOPE AT NEW � �� EXTERIOR WA�LS, AT NEW GElL1NGS , AND WHEF2E THEY TRANSITION TO THE EXIST, PRQJECT No. DfITE 2014232b o7I� 1114 DRAWN BY CHK BY TRV BY )SW D►K DK sH��r ►vn. � � s I:. sc.n�: 1 /4"-1 ,_U�' ; � ......��..� TUV STAMP WALKWAY . u� FACE OF EXISTING WALL � � � � oG NEW HANDRAIL AND GLASS � h- p ( � GUARDRAIL ASSEMBLY *. � �"" I I � � ,_ ao t� cn ' I WI H WOO GAP $LC7PED � Z � � � I I ,,� � a, ,.. I I ALL TREADS TO BE ° a� � Z .�„) � � REPLACED WITH fVEW 8/4'" (� � E.�., � `'" WOOQ TREADS a. _ :� � 2'-5f" I FACE OF EXISTING WALL � � � U � G� L1 r � � � � � � � � V.I .F . � � EXISTING 8" CONC. BL.00K � � � �" � "� 1'ri G� BEL4W TO BE MODIFIDED � � � � � '� � Z � ,,. � � ❑ � _ v, �- ,� Z Z � Q I I I � � NEW GLASS GUARDRAIL � Z V Z � +� � � V �J � � � � ( � a, �4WN � � � O �a � � � _„i �+ � I II I I I a '� � � �. �" .... � Ct � � _ _ I I 1 � � '' � � � �- - - - - � M � � �*+' �.r.f Q _� � � � � r o Q � ' ��.�.JJJ � � `ri �► ° ot! 5 M I � ( I � ��:... � �D � �t I I � ": o �, o �� .� — , „ � ( � L.� "'_°> c° ° .o 3l2 I \ / w m �. � EXI TING 9"' TREARS ( � �� \ / � � .,x p � — — — — --. — — — RE UNSTRUCTED FOR ( � °� j M � � C~� > � Z 0 EQI�A�. RI5ER HEIGHT5 � 1 \ 4 — � � � � — � � � K�tchen ' ' � �' � �.� FT �� ' � � LtJ CN: I OP� ( � q�j e- �i Li�i I � � � ( , 91 "-5�'axT�3" NEW GLASS HANDRAIL AND �� C � Z � � � N ALCQVE {W! 10 � GUARDRAIL ASSEMBLY � � � W I I � ( � RECESS TO CONCEA� r � � � Z • � �t t�. � W � � � ELECTRONICS) J Z � � T � ^ ' — � — — — — — — — — — a�— — fi ) NEW 48° FIREBQX RECUNNECTED �� NEW BEAM ABOVE � ( ' � ,� = 0 � � T{� EXISTING RATED FL.UE LOFT ABOVE I STC?NE MANTEL SUPPURT U � � � KIfiCHEN WALL� Tfl � BEL4W 4 BE REMOVED AND I NEW STQNE FACE /�� .� LOFT' TO BE FLUSHED I NEW STONE MANTEL FRAMED INTO NEW A�QV� NEW GLASS HANDRAIL Ah�D g�� NEW STONE HEARTH GUARDRAIL A�SEMBLY s� SOFFIT ABOVE I BEL4W NEW BEAM, SEE STRUCT DWG NEW WINQ�W SEAT �ACE t�F SCJFFIT ( ' � ( STONE HEARTH AND WINDdW SEAT SUPPORT BELOW � ��'`? M � NEW WINDQW SEAT �� .�;�� i� W/ BRAGKET BELflW �'�� s��,,'� BALCaNY �.�•�4M BA�CONY � � � � � � � NEW FLC) t� R P �AN 2 NEW LOFT PLAN � ° � � � .� A1 .3 SCALE: 1 /4" _ � '-0"' A1 .� SCALE: 1 /4" = 1 '-Q" s� � � � � °?� � '-`'" c� � � � � � � � �c �� .�C � > � � � � r�. � w � NEW FLfJOR PLAN GENERAL. NQTES . �:.�� ; � „ �: �i,�� .�o 5.2 GONTRAGTOR TC} SUPRLY AND INSTALL AL� WOOD 5TAiR TREADS. DIVISION 11 - EQUIPMENT: NQT USED. � , �� . �. �� ; ,,...., � DIVISION 1 - GENERAL: �`� `�° � � °� ,�'� � �f ,� �"" .� �� ,� �. , � o �IVISION 6 - W04D AND PLAST# C: DIVISION 12 - FIJRNfSHINGS: NOT USED. � �,� �� a �° �"��, �� '°� �n � I� U 1 . 1 . SEE QWNER'S SCCIPE, KITCHEN GQN�llLTANT'S D4CUMENTS, AND � ��.� P � {2y .� INTERIt7R DESIGN DQCUMENTS FOR ApDITIJNAL REQtJIREMENTS OF 6. 1 . REPLACE AL� WO�D FRAMING OR FURRING MEMBERS WlTHIN NEW OR DNISIC3N 13 - SPEGIAL C4NSTRUCTION: NOT USED. .� n. ..w� � °y#_ t� �«-xt p},p,��', REL.00ATED WALLS WITH ME7AL FRAMING MEMBERS. ALL NEW S4FFITS WILL � �� m � B E C 4 N S T R U C T E D O F M E T A L. F R AMING MEMBERS. D1VISft7N � 4 - CONVEY[NG SYSTEMS: NOT USED. `W�` °��- ---� �---- � � � �4�. m.__.,,�, 1 .2. REFER TO SHEETAQ. '1 FQR PROJECT DIREGTORY, GENERAL NQTES, �� .� ' _.__,n M �� 6.2. PROVIDE FIRE-RETARDANT BLOCKING IN AREAS AS REG2UIRED FQR DIVISION 15 - MECNANICAL: �q�� ` �°��° � -~~ DATUM REFERENCE , GRAPHlC SYMBC3LS, AND ABBREVIATICINS. pRQPER INSTALt_ATION . �� ISSUED FOR: 1 .3. ALL NEW WALL ASSEMBLIES SNA�L MATGH EXISTING UNLESS NQTED 15, '1 MECHANICAL. SYSTEMS ARE DESIGN-BUILD BY 4WNER'S CONTRACTUR. No. DATE CCIMMENT DIVISION 7 - MUISTURE AND THERMAL PR(3TECfilt'7N �� . UTHE�WISE, TYPICAL. DIVISION '16 - ELECTRICAI.: DiVISl4f� 2 - EXlSTING Gl}ND1710N5: 7. 1 REPLAGE AL.L DISTURBED C3R REMOVED MQISTURE OR THERMAL GQMPONENTS TC? ENSURE UN1T IS EQUIPPED WITH A GdNTINUOUS, 16. 1 ELECTRIGAL. SYSTEMS ARE DESIGN- BUILD BY OWNER'S CONTRACTOR, 2. 1 . PER�ORM SELECTNVE pEMOLITIQN AS SHOWN AND AS OTHERWISE UNBR4KEN THERMAL AN� M{�ISTURE RESISTANT ENVELOPE. REQUIRED T(7 CQMPLET� PRUJECT T4 MEET DESIGN INTENT lNDCCATED. REPAIR AND PATCH AQJACENT AREAS TO NEAREST GHANGE JN FLt.70R, WALL, 1��SEON 8 - 4PENINGS; NUT USED OR CEILING PLANE AS REQUIRED TO FINISH PhOJECT IN "AS-NEW° CUNDtT10N A8 FAR AS PRAGTIGAL. ALSO SEE REQUIREMENTS QN DEMC}LITIQN FLOOR DNISION 9 - FINISHES; PLANS. 9. 1 . PROVIDE NEW GYPSUM WALLBOARD TO MATCH EXISTING, UNLE�B DIVISION 3 - CaNCRETE: NOT USED. N{7TED OTHERWISE. � �'�� DIVISIC}N 4 - MAStJNRY: NOT USED. DIVISION '10 - SPECIALTIES; F L V � � DIVISIQN 5 - METALS, REFER A�SCt TQ STRUCTURAL DRAWINGS. 10. � - CbNTRAGTOR Tt� SUPPLY AND (NSTA�L NEW FIREPLACE TO REPLACE E7GISTING FIREPLACE, FIREPLACE XTRORDINAIR 4415. � �� 5. 1 G(�NTRACTQR TO SUPPC.Y AND INSTALt� GLASS HANDRAII. AND GUARaRA1L ASSEMBLIES. GOC?RQINATE F1NAL �ELEGTION W1TH ARCHITEGT BEFC}RE W STA�.LATI C?N . PRC�1� Na. DATE 2U142326 07/31 /14 DRII,WN BY CHK BY TRV BY �SW DK DK sN�r M�. � � � � ��, � �4��^1 •_0�� i I �� I 70V STAMP � NEW BEAM TO CARRY LQFT FLOOR, CASED IN WC?OD � � I BOTTOM OF EXISTING SOFFIT I NEW 4" STQNE VENEER � NEW 4'" STUNE MANTEL I NEW FIREBOX BEYaND � � � � � ( � �..� (7 1 '-3" � f � .� �; � � � � � .... � � L/—�—`�--� --"� � �_� �Y�Y�� 1l_ _ --- 1 � � %" _ a! L_t�____f `�� --� \ t�_� ______� r� _ ' � -- o � •^ � � � � � �_--_____ �-_ ------� �- � � w � '��G M C�! 1 � � � � —� � � � .°'`4,, � � t� �_�_�� .�. Q �`-____=-� � __ ' ; v , ____-1 � _ � _v � � � � E � I��___-- `_�' �_____ ! � �� --------� � _ I so � NEW MT� STUD FRAMING f �_�____-.—� � �l � L—_____ _�f �_. _ _ � � � � � � WI %" GWB ONE SlDE ;i% 40 TV MOUNTED ON , (�- � //. , MQUABLE ARM I �I �� I `_v�� v� � G� C� N�W 4'" STC3NE VENEER ''�! ---� ��=-- -. ; ,�L� �, �.. .�—� ------ .+� � � ti,p �? � � � � l_� _�!�_ _ '_�______--�--------', ` E � � � .� � m � m � � � ------ �� = J u�., � °�' Z Z NEW 4" STC3NE HEARTH S � (_____ � [ _ ��, __________ � u � U V NEW 4" BRICK VENEER � �._--- - 1 � �,�r Z *— � �u SUFPORT BELQW � I �_��A__ / � � � � _ �� _ __ w�� I �`�+�., � � '.—t"�' c� � W � 'J � NEW 4" STONE MANTLE, I , .__._ :._� I -----, � i`--, ,- --, T�.� � � � Q u.� L� C _ __ =��__ _ � ______._ �1��________� , � .- � ABC3VE M � O 1�, NEW PRE - FAB FIREB�X, � c�i � p � FlREPLACE XTRt�DtNAIR 4415 �� S— — -` Ij M — — — — — — i .� _ ----__ � /�....� � o '"` h �.�,.�..__� � �� __-'__"_ � �' � S�_ L____-_-----� ��____ �� ____ ��__— I � ___ _ � va z, �, .-. r � . c p _ I� _� �_�. �_— �� _ � I -f �' --- � �■i�i -o 0 o c•, I � � I � � �� ___ _� ----�.--� � - � � I m v °= � I � �._ _ -- �� .__ _ ( N EW 4" X 80" X 26" STON E C�� 'Y � � U I I ► ��r� �--i �_ _ ____� � __ __ ► " �, � �- � � Jt �� WWDOW SEAT Wi 4 CUSHION � -- � �I— � ��-.�___ ( NEW FIREBC?X OPENING 4 �,p � ` LINE OF STflNE VENEER, v� ABQVE _ �7/ � I � � �' u�t � f/ � /j/ ( � NEW 4° STON� HEARTH �� m X ,� ? I � -- s f/ — �-- i � � � � �u o Z NEW FIREBOX TC7 BE � I � � [� �.__ ( NEW METAL BRACKET FUR O t� � W F�ECONI� ECTED TO �-�_ __ �� EXISTING RATED FLUE ' ( WfNDOW SEAT SUPPORT � a: .�.' � u� I w_�` —_ � ( - � � Z_ ______---� � _ _.� � � _____ � ---------_- , �� ____ i _ __---- .. �'��+;�.� � ��_� � I � I � 4 _ � NEW 4" STQNE VENEER i�� ) ' L- __ _.�J �_ ��.__ � � � V � � OG �_____ --� �, EXISTING PR�-CAST f -- _ I� �----� �C�_A_ .. _.�� . _ __._ ._ ( � ` � GONG WA�L � � �`� �1 �� ,� � � f �� `�---------1 ,-------� r-----� � — _ ---�-°----� �-- --� � ( SEAI. _ �-- -- ----, �_ . ' � �------ i ;- I _---� �--- � , , ___ `' ��__--� �______� m ;� _ � �_� i-j � ��____�_�� ;� I � �� ;�----------�� __ _----_—i 1 +o° �.�, �� °� ��,�« r.�:�a "�" :�: ��e �� _� ,� iq � dY yV��tl� .. �5n"f �r s! �,r�C� j #�'�'��? 7'��'"`S ' 6" 1 Q" ...� 7.�•1� 3'-6" 5'-0" 1 '-$° � � FIREPLAC � PLAN � FIREPLACE ELEVATlt� N � �; � � A5. 1 '1 " = 1 '_0" A5. 1 1 ,� = 1 '_Q,� �,�i � � Ini.� ,�; f! � � � �� f t� �w �� STUNE VENEER � ' � � NEW MTL STUD HEADER HALLWAY �--'� E��TING WALL TU REMRIN � .ir ' .�i�R''� .�� NEW MTL STUD FRAMING W � � GLASS GUARDRAIL � � � W1 f'" GWB ONE StDE MOUN7ED TQ FACE C}F � � � — NEW MTL ASSEMBLY J LOFT FLdt7R J �j . � � I� — � %! PROVIDED BY F[REBOX � ff MANUF a p� � � GLASS GUARDRAIL WITH � � � ,% � Q r � �`� ATTACHED HANDRAiL � Q p � � Q ��' NEW 4" STONE MANTLE t� r' z '/.'; O O r � ' y., �= � �TAIF�S TREADS AND RISEFtS Tt� EXTEND �■�� (_ "�� '�� OVER E7CISTlNG �TAIR WRLL WtTH GLA85 .� I �fl�/� � �j�.''/.�''��% �� GUARDRAIL MOUNTED 70 FACE O� � � ` �� TREADS H �� U � �� j„ �/2" � `� , . . � �` � �, � � ° � � � � %�f $t �� i =� � � � . . ��' � � � . � �' � � p `�.. ''�� . ,��% � �`°3 �� , �� , �=- . . /. o , 3 � �. � � � a �� . :a ' + � �; x � ` � $��' �. • NALLWAY � rs � � � �� ' � �� n C.� '"� � t , � ^ � k' t � � , � {r' (� Q ,�, ,� � ` � `` � � ~� � � " . = ti._:� � .s�,..z ��, Issu�nFa�, �� . — NEW STL �tNTEL FQR - • j �� . 4m, No. DA`i"E COMMENT • STQNE SUPPC>RT, REF � // i r . . STRUCT DWGS � _ .. N � �;� . m�tt�m� e��wi�c �rrsEr / �.� �"�� `� � . ��. �,, NEW PRE - FAB FIREBOX ` � �� / / _. �.,� ww. _ _ �_ �_ . - - • . • {� (� � � � � z N S � � • e NEW STONE VENEER, r � p BEYOND ~ NEW STAIR CURB ALONG (NSIDE �F FIRST NEW 4" RAISED STONE FLIGHT TO WCREASE WINDER WALKLINE � �� NEARTM TO 6" . . �7�8, jf. j : , %'/. � f/. • .� .� � � �� f/.� //.�,�/./ / . � �; NEW � PLY WOOD OVER REC7 CE TRIP �HAZARD L TC? //. 'l./. %/'.� //./ � ,/. � - • i/ � ,/./ ;�/.�' � NEW MTL STUD FRAMING j/, NOTE: TREADS Tt7 MATCH LJ E�� BASED UPON FEE�D MEASUREMENTS, THE E��T�N � -�---- NEW STONE VENEER EXISTING STRIRS HAVE �g'" 7READS AND VARYiNG // RISER MEIGHTS AVERAGWG 8�'. THE NEW STAIRS FINISH FL.00R, REF ID WILL BE RECQNSTRUCTEp F4R UNiFC3RM RtSER %� HEIGHT FRC7M FL(70R TO FLObR. %j/1 C�NSULTANT PRC3)ECT No. DA'i'� $° DES GN UI D AND MUST CUNiF4RM O THE ARE �o� �2�z6 U7/31 /14 MIMMUM DIMENSIQNS SET FORTM IN 7HESE DRAWN BY CHK BY TRV BY ,� '-3„ DRAWING� 1W DK st�E�r r�o. � FIREPLACE SEGTI (� N 4 HAi� DRA1L SECTION 5 TREAD , RI � ER , GUARD AN �3 HANDRAIL � ECTIC? N ,f�, ,, '� ,� � A5. 1 � �� _ ,� ��,�,� A5. 'I 6" = 1 �-0�� a5. � ��si� = � ,_o,� s�i.�: AS SHtaW�1 _ _ _ _ _ _ . _ _ _ _ TOV STAMP � � � � RAL � �T� � 1 . GENERAL I . THE CQNTRACTOR AND STRUCTURAL STEEL SUPPLIER 5HALL ADD A�L NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL P�ATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, PORTION QF THE WORK. CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANGE WITH �SHA REGULATIONS. B. ARCHITECT' S APPROVAL MUST BE SEGURED FOR A�L SUBSTITUTIONS. J. FIELD WELD ANY E�EMENT THAT CAN BE CONSIDERED A TRIP HAZARD AS w C. CHECK A�� DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST AftCHITECTURAL QEFINED BY aSNA. V Q DRAWINGS. K. THE GENERAL CONTRACTOR AND STRUCTURAL STEEL SUPP� IER SHALL � � o Q. UERIFY OPENINGS TNR4UGH FLOORS, ROOFS AND WALLS WITH COORDINATE ALL WORK WITH TNE STEEL JOIST AND JOIST GIRDER ` Z .- �,..�_ .. =AR�H I=TECTURRL;�==�1E�t�At�-I�C�L�, � C I V I L AND E�ECTR I CAL REQU I REMENTS. SUPP� I ER. �',/j � a � W C� �.+ ,- �o 2. y G4VER__N,��._.BllZLDING C4DE: IBC 2009 9. TIMBER � � _ �`�', °' � �"�4��..�.� � '� Z �s o 3. LIVE LOADS USED IN DESIGN A. FLL TIMBER PRQDUCTS SNA�L BE IN ACCORDANCE WITH THE NATIONAL � � � "� � OREST PRODUCTS ASSOCIATIQN, NATIONAL DESIGN SPECIFICATI4N, `o A. LOBBIES & STAIRS. . . . . . . . . . . . . . . . . . . . . . 100 PSF ( NOT REDUCEd} LATEST EDITION . � � _ � � � tj u" B. LIVING AREAS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF B. AL� �UMSER SHA�L BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CJ'� � '`� c� rn Q CONTENT OF 19°6. e� � � �s ,� U � 4. RISC4VERY AND FIELD VERIFICATI4N ua � c� -� c+�, Z V C. FRAMING LUMBER: DOUGLAS FIR-I.ARCH IN THE FOLLQWING GRADES: C� ~' vx °- m `° T � A. DURING CONSTRUCTI4N, THE CONTRACTOR MAY ENGOUNTER EXISTING 1 . ) GENERA� FRAMING: STANQARD AND BETTER OR STUQ. Z 0 � ,� � CONDITIONS WHICH ARE NQT NOW KNOWN OR ARE AT VARIANCE WITH 2. ) STUDS: NQ. 2 aR BETTER � � � Q � � w � PROJECT DOCUMENTATI4N ( DISCOVERY) . SUCH CONDITIONS MAY INTERFERE 3. FLOOR JOISTS AND RaOF RAF"TERS: N4. 2 4R BETTER. � `� � �- � �-- � ua WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF 4. � BEAMS, STRINGERS, POSTS AND TIMBERS: N0. 1 OR BETTER. � � EXISTING WORK QURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR � .- DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH CQULD D. BRIDGING: BRIDGE BETWEE�! JOISTS OR RAFTERS WHERE NOMINAL DEPTH- o � c°Q � JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING( S� . TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEI.-CUT DOUBLE- CROSSED WOOD `�' 0° � ' BRACING, OR WITH SO� ID BRIDGING 2 " THICK BY DEPTH OF J4IST. END /�� *' Q � �'* � � B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE NAIL SO� ID BRIDGING TO JOISTS, NAI � BOTH ENDS OF CROSS-BRIDGING. c�n :� �, ,� BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE W4RK OR SPACE BRIDGING AS REQUIRED BY C4DE. PRaVIDE SOLID BLOCKING � � .-. � JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUI �DING{ S) PRIOR TO BETWEEN JOISTS AND RAFTERS AT SUPPORTS . > tj �' � PROCEEDING WITH WORK RE�ATEQ TO SUCH DISCOVERIES. m �- � ""y E. STUD WALLS: � o � C. THE STRUCTURAL QOCUMENTS MAY SPECIFY DIMENSIONS, E�EVATIONS AND 1 . ) FRAME STUD WALLS WITM 2X STUDS @ 16" ON CENTER AS CA�LED FOR ,,.. � cL CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL QN THE DRAWINGS, CONTRACTOR SHAL.L BE RESPONSIBLE FOR FIE�D VERIFICATION OF A�L 2. PROVIDE A MINIMUM OF 3 STUdS AT CORNER�. 1 c`u � � w��W� > � � SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH 1'HE CONSTRUCTION OR 3. � SHIM FOR BEARING ON CONCRETE SUB5TRATES. GROUT WITH 1 : 3 � r„ C> FABRIGATION OF ANY STRUCTURAL GQMPONENTS RE�ATED TO SUCH PQRTLANQ CEMENT-SAND GROUT FQR FULL BEARING. m x ,� ,� GONDITIONS. THIS FIE�D VERIFICATION SHALL BE MADE IN A TIMELY 4. ) WNERE MULTIPLE TpP PLATES ARE CAL�ED FOR IN THE CONTRACT � � cr� r,� MANNER SQ AS TO CAUSE NO DE�AYS IN EXECUTION OF THE WORK. DOCUMENTS, STAGGER SPLICES AND �ACE NAIL PLATES TOGETHER. w • p^ ,--��. � 5. } PRQVIDE STUDS AT OPENING JAMBS AS FOLLOWS : �, � � n? � 5. STRIJCTURA� STABILITY dURIN6 CONSTRUCTIQN a . 2 STUDS AT QPENINGS LESS TNAN 5 -0 WIDE _ _ b . 3 STUDS AT OPENINGS BETWEEN 5' -0" AND $' -0" WIDE �'j C�G A. THE STRUCTURA� DRAWINGS ILLUSTRATE THE COMPLETEO STRUCTURE WITH c . 4 STUDS MINIMUM AT OPENINGS 6REATER THAN 8' -0" WIDE � _ � ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND 6. ) BEAR QPENING HEADE�S QN MULTIPLE JAMB STUQS AS FOLLOWS: � � -- BRACED. a . 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE U � � b . 2 STUDS MINIMUM AT QPENINGS GREATER THAN 8' -0" WIDE B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CQNSTRUGTION MEANS 7. ) REFER TO DRAWINGS FOR SPECIAL STUD CONDI7IQNS AND METHOQS. F. ALL MULTIP�E MEMBER NEADERS, BEAMS AND POSTS MADE FROM FRAMING C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHAL� PROVIDE PRQPER LUMBER SNA�.L BE C4NNECTED TOGETHER TO FORM A SINGLE, G4MPOSITE SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO UNIT USING NQ L.E5S THAN TWO ROWS OF SIMPSON SdW 5CREWS AT 12" SEAt. ACNIEVE THE FINAL COMP�ETED STRUCTURE. O. C. D, TNE CONTRACTQR SHAL� BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS G. COMPLY WITN MINIMUM STANDARDS FOR FRAMING C�NNECTIONS AS SET MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. TNE FOR7H IN IBC TABLE N0. 2304. 9. 1 AND AS DETAILED. CONTRACTOR SHAL� EMPLOY A ? COMPETENT PERSON? AS DEFINEO IN OSHA REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL H. LAMINATED VENEER LUMBER ( LVL) AND PARALLEL STRAND LUMBER ( PSL) ; EMPLOY A ? 4UALIFIED PERSON? AS DEFINED IN OSHA REGU�ATIONS TO 1 . ) LV� 4R PS� PRODUCTS SHAL� BE PLANT FABRICATEO IN A SPECIFY THE RESOLUTION OF 5AFETY ISSUES. CONTINt10US PRESS WITH AL� GRAIN ORIENTED PARAI.I.EL TO THE LENGTH 4F THE MEMBER. E. THE CONTRACTOR SHAL� BE RESPONSIBLE FOR IDENTIFYING AND 2. ) ALL LVL QR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH SPECIFYING ANY M4DIFICATIONS TO THE STRUCTURE REQUIRED FOR REFERENGE TO TNE APPLICABLE CURRENT NATIONAI. EVALUATION ' COMPLIANCE WITH OSHA REGULRTIONS AND GENERALLY ACCEPTED REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT PRINCIP�ES OF CONSTRUGTION. THE CONTRACTOR SHALL PROPQSE AL� PREPARED BY ICBO. SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURA� ENGINEER FOR 3. } LVL MEMBERS SHALL NAVE THE FOLLOWING ALI.OWABLE STRESSES: REVIEW PRIOR TO CONSTRUCTIQN. p . F�EXURA� TENSION OR COMPRESSION. . . . . . . . . . 26QQ PSI b . HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 285 PSI � 6. SUBMITTALS c . COMPRESSION PARALLEL TO GRAIN, . . . . . . , . . . . 2460 PSI d . COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI .� � A. FURNISH ONE SEPIA AND ONE PRINT OF SHOP AND ERECTI (�N DRAWINGS TO e . MODUI�US OF ELASTICITY. . . . . . . . . . . . . . . 1 , 800, �00 PSI � STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRiCATION. SUBMIT IN A 4 . ) PSL MEMBERS SHALL HAVE THE FOLI�OWING A�LOWASL� STRESSES: � TIMELY MANNER TO PERMIT 10 WORKING DAYS F4R REVIEW BY STRUCTURAL a . FLEXURAL TENSION Of� COMPRESSION. . , . . . . . . . 2900 PSI ENGINEER. b . HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 29f1 PSI � � c . COMPRESSION PARALLEL TO GRAIN. . . , . . . . . . . . 2900 PSI B. GENERAL AND SU8-CONTRACTOR NOTES: d . COMPRE5SION PERPENDICU�AR TO GRAIN. . . . , . . . 750 PSI - �� 1 . ) THE GENERAL CONTRACTOR SHALL REVIEW AL� SUBMITTALS PRIOR TO e , MODULUS OF ELASTICITY. . . . . . . . . . . . . . . 2 , OQO, OQO PSI SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. I . BUILT-UP f�VL AND PSL MEMBERS. C4NNECT MULTIPLE MEMBERS USING 2 � � � 2. ) THE STRUCTUftAL DRAWINGS SHA�L NOT BE USED AS BACKGROUNDS FOR ROWS OF SIMPS4N SDW SCREWS SPACED AT 12" O. C. HOLES SNALL BE � SHOP OR ERECTION DRAWINGS. DRAWINGS PftEPARED IN THIS MANNER LOCATED 2" FROM THE TOP AND BOTTOM OF THE MEMBERS, STAGGER ROWS � ` AND 5UBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE AND PROVIDE A MINIMUM OF 2 SCREWS AT EACN END OF MEMBERS. '""� RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE � � WITH THE PROJECT SPECIFICATIONS, J. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE "''� � NOMINA�. � � 7. SPECIAL INSPECTIONS K. SHEATHING: A. SPECIAL INSPECTORS SHAL�. BE EMPLOYED BY THE OWNER TO INSPECT 7HE 1 . } CONFQRM TO AMERICAN PLYWOOD ASSOCIATION ( APA} DESIGN � H WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CNAPTER SPECIFICATION, LATEST EDITION. SHEATHING SMALL. BE � 17 . SPECIAL INSPECTIONS SHAL� BE MADE OF TNE F4��OWING CONTINUOUS OVER TFIREE ADJACENT SPANS MINIMUM, ■� STRUCTURAL WORK: 2. ) FL.00R SHEATHING: 3/4" THICK TON�UE AND GROOVE APA RATE� 1 . ) 2704. 3 STEEL CONSTRUCTION SHEATHING 32/16, EXPQSURE 1 . NAIL TO SUPPQRTS WITH 1Qd @ 6 `` � 2. ) 17fl4 . 6 W44D CONSTRUGT I ON I NCHES 0. C. AT A�L PANEL ED6ES AND 10d C 10 I NCHES Q. C. AT .� INTERIQR OF PANEL. G�UE FLOOR SHEATHIN� TO SUPPORTS WITN $. STRUCTURAL STEEL " TITE-BOND" ( OR APPRaVED EQUIVA�ENT) . CONSTRUCTION ADNESIVE SHALL MEET APA AFG-01 . A. STRUCTURAL STEEL: MINIMUM YIELQ STRENGTH 50 KSI FOR WIDE 3, ) REFER TO ORAWINGS FOR SPECIA� SHEATNING OR NAILiNG FLANGES; 35 KS I ( ASTM A53) FOR P I PES; 46 KS I F4R TUBES; 36 KS I REQU I REMENTS. tSSU�D FoR: AL� ELSE, UNLESS NOTED OTHERWISE. L. ALL TIMBER CQNNECTQRS SHAL� BE " STRON6-TIE" CONNECTORS AS No. UATE COMMENT B. AL� A325 OR A490 64LTS USED IN COLUMN SPLICES, CONNECTIQNS OF MANUFACTURED BY THE SIMPS4N STRONG-TIE CONNECTQR COMPANY. FOLLQW BEAMS AND GIRDERS TO CQLUMN5, AND WHERE NOTED ON THE DRAWINGS AS SUPP� IER' S INSTALLATION RECOMMENDATIONS. TYPE " SC" OR OTHER TYPE FO�LOWED BY " T" , SHALL BE TENSIONED TO THE VALUES IN TABLE 8. 1 OF RCSC ? SPECIFICATIONS FOR STRUCI'URAL M. LAG SCREWS: JOINTS USING NIGH STRENGTH BOLTS" , 20Q9. �THER HIGN STRENGTH 1 . COhlFORM TO ANSI /ASME STANDARD 618. 2. 1 -2413. BQLTS MAY BE INSTAL�ED SNUG TIGHT AS DEFINED BY AISC. 2 . � CLEARANCE HOLE FOR SHANK SNALL HAVE TNE SAME DIAMETER AS THE SHANK AND THE SAME DEP7H OF PENETRATION AS THE LENGTH dF C. MINIMUM WELDS: AISC SPECIFICATION, NOT LE5S THAN 3/16" FILLET> UN7HREAqED SHANK. CONTINUOUS UNLESS OTHERWISE NOTED. 3. ) LEAD HOLE FOR TNREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70% OF DIAMETER QF UNTHREADED SNANK, D. ALL GROOVE WELDS TO BE FUL� PENETRATION UNLESS NOTED. 4. } THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD HOLE BY TURNING WITH A WRENCH, N4T BY DRIVING WITH A HAMMER. � E N E RAL N C.�TES E. WELDERS: HAVE CURRENT EVIDENCE OF PASSING TNE APPROPRIATE A. W. S. 5. ) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO QUALIFIGATION TESTS. FAGI � ITATE INSERTION ANQ PREVENT DAMAGE TO LAG SCREW, F. SEE ARCHITECTURAL DRAWINGS FQR NAILER HOLES; ATTACHMENTS, ETC. G. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCQRDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTIGE AND WI TH OSNA REGULAT I qNS, LATEST ED I T I ONS. pRQ Nn� QRt DA.I.E H. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND TEMPORARY 1 4O 0 7j31 �� 4 BRAC I NG SHALL BE CONNECTED TO ANGLES, PLATES OR OTNER MEMBERS pRp'y�txy gY CHK BY TRV BY DESIGNED AND DETRI �ED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL BE SHOP WELDED TO STRUCTURAL MEMBERS, DO NOT PROVIDE NOLES IN `'' AF � � STRUCTURA� MEMBERS FOR THE C4NNECTION OF RIGGING CABLES, LIFTING DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE gHEETI�o, STRUCTURAL DRAWINGS. CONTRACTOR SNALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ADDED MEMBER5 WHERE THEY INTERFERE WITH OTHER WORK �\ � OR ARE EXPOSED TO VZEW. �.�� i�; AS NC}TED . _ _ _ ��.. _ _� _ _ N TOV STAMP � (E) 6" PRECAST WALL 2 1 f�,� 1 " 1 » PL3/8"x7"x1 '-4 3 j4" W/ (4)5/8" x5" TITEN HD � � � 1 » q.,� q.n � ^ SCREih'S � � � � . �,. (E) 6„ PRECAST / PL1 /4°x6" W/ (2)3/4"� ,/ � WAL� PL3/8"x9 1 /2"x0'- 10n {.,� {�j BOLTS ._ � W� (4) 5/8°� x5" 3/4" PLYWOOD y, � � '� TITEN HD SCREWS � � � T.O.PLY r! � � T.O.S, = T.O.PLY T.O.S. - z •, � aa � � � � 162'-2`8" _______._.__ �'� '� T.4. (E) 2x JOISTS � �' � � � o � ,�, o T.4. (E) 2x JQISTS PL1 /4"x3 1 /2xQ'-6'" a (2) 3/4"e BOLTS TO "' ,,,� z � � ,� B.O.S. STEEL BEAM F ,~ Z ��... �s o �'— � ��r, j � �2�� ` � � -=` Z �V •� co W8x STEEL BFAM W8x STEEL BEAM 3 16 ,- �"� � — � � � _ � � (E) PRECAST CONC DOUBLE �,/'� � aG V a ,,,,,� 3 16 TEE FLOOR � � '°� � o� �Q SECTION �l��l�.4N �€� .�1�� ,�� '�'w'� � � '� �n Z V (E) PRECAST CONC WALL � � = p ,,;,, ,� � °,' _ � {E) PRECAST CONC WAL� � � Z � � � � �j A aS ECTI C� N B �LO FT B EAM C� EAST .,� � � � � � � � S2 �f�.,� _ � ' —a,� S2 3��„ _ � r —o°' . .. . .. � o n .a . ,e . ' r . . •a " ' ' , . ; F : a ,A .. . . . .. ;� . O 'F�r� .r. ' ., a . , a . e Q n \ m � Q (�. u � _ -,,._.......�.. r�C� � � � � I`ti s,_o„ � . � � � ,�.. --� � ° � . o c� -o �o r^,�,� a MC7x19. 1 � m � � � SISTER 2x8 DF 2 TO E � (2) 1 3/4"x7 1 /4" LVL N �� # t ) coN� w/ (�} Rows siM�so� �- � �- » 2x8 FLaOR JO1S7 N CONN -- SpW22338 SCREWS � 16" O.C. � ' r. (E) 6 PRECAST CONC WALL � '- WJ (2) ROWS SIMPSON ..,_,_ j r`°,, � � � SDW22300 SCREWS @ 24" O.C. � �s � p (2} 0 e HILTI KWIK-BOLT 3 INSTALL TEMP SHORING AS REQ p a� r- � / , � � / EXP ANCHORS W/ 4" EMBED (2) LVL EDGE BEAM W/ (E) SHEATNING TO REAMIN N DEMO (E) BRNG WALL °° � � � � /� � � N 1YP EA END OF BEAM 5DW SCREWS C� PLYWOOD IF P4SSIBLE W8x15 N RE: S1 � � o� / TO PLYWOdD CONN C� FIELD SP�ICE w � p —� � ` / /� EA SIDE> EA TAB � a= �' � � �. / L V� B E A M R E M O V E (E) F L O O R S H E A T H I N G � �g 2 = � � � `� � A S R E Q D T O W E L D H A N G E Rt� '- F T.O.S. �- _ � T.Q. (E) 2x JOISTS� N BREAK t� JOIST " � � � d- (E) PRECAST CONC SPANDREL � � � o BLOCKING @ BEAM ABOVE �:.. � 1 /4" STEEL WELDED BUCKEf BLOCKiNG 4 24'� O.C. MAX ,_ � / HANGER W/ (2) SDS25300 FOR FINISH � � ,f SCREWS EA SIDE W8x STEEL BEAM � ,,� MC7x W/ FLAIJGES TRIMMED SISTERED 2x JQISTS SIMPSON lBV3,56/7.25 HANGER � @ BUGKEI' / � / � SEAL ' i� �"°_° � �STEEL CHANNEL � PRECAST � t� NC WALL D �LVL BEAM Q STEEL BEAM S� 3fq.,, - 1 ' -0" �� 3 f4„ _ 1 ' _0>, NEW LVL EDCE BEAM ---�,�...f . ._---- (E} 6" PRECAST SPNDREL f,r ;�� ------ MAINTAIN FULL BRNG @ � SPANDREL , / � // / � . LC} FT FF�AM I N G P LAN �� /�/ �f j/�/j � ��,� J 1 ' -0" � NEW MG7x CANT'L BEAM �/�� ,%��f ....,�--- SAW-CUT & REMOVE PORTION , �� F1.04R SHFATNING `� ,/ /�f� OF {E) PRECAST CONC WALL �,�r+ � (E) 6n PRECAST GONC WALL , , �,, ��j��, I.i Ef� �� DOUBLE LVL EDGE BEAM -��`r� .,/� /�� ,! /� ,/�- "'� � � v.i.F. � a ;,i%,' ///,!//,/� a a � ' �� • / �� i rl:,,,, r!'�. SDW SCREWS fl LVL TO ,%/. �`� /�jj/� W C.) 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SYMBt7L DESCRIPTI4N Install heat mat and thermostat ( I j j 4 \ / i � y� ^ � i �.,, _ �, / i �..°C ( o < � I � � � � �. 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( < ; =n� � -. ; � � � , � approve thi � d raw� nc� for the production and � € ' � � � � �-3 � � � � � k �=g � � g �� :� � � � �sb �� °� �:, in �talCatian c�f my cab � n�t� . I under�tand that � � $� ��.� ��'` �_.. f �� `�� h�; chan � e� made �r� th � � drawing after th ► s date , ,�� .�,� _ � �, � � �... , cc� uld incur add �t � onal co5t� to me . . � � � �� rw.A... e :. .�w x �. � o��e:, ar _h� �� .�. � .�-�a� . �� . . � � ��. � R .� �.� � � n1t1 � � : � c� � C; : �,.� �r�� . . ._. �_,� .v k .� . , � _w, �� . ,�, � _� ., �, .�.�x � � 11 � tmen � � c� n � are � II� I � N � D ur� le � � no� ed c�therw � 5e � �� 1 � � �1 �: 1'i � � � �� : �`�lood : �. � �� cu -� wh � � e c� � k � � n � � h : � �. � � r� e r � � n� I � � Da r _ _... �� :�� ,�� .��., ��:�►��.� �� Doar � �yle : .� I � b � c� or w � -� I� wc� od ed � � � ��.��. � �, � �� : �.�; C; � b � ne � � on � � ru � � « n : � r� � ele � � _ '�/ � � horten � ap � drawer depth � � 2 � Drawer front�f ta ailvw room C� one drawer for Qutlet t� n � � ide of � � land �' '!`�' � _ �� c� � � Wood cutlery div � I � C� ( � � I <9 — � Waod cutlery div � —�.�= m �9 �j <q -- IN � ( _ 3 � c�ual � � ze � _ =� � �� a a Q =� � r�. �: � , � � d ra we r� _., c�"} � � � � ' � � � � � _ = � � �� m� � � � C} � � � � O �`�� -- � I Dee � 1 Dee -- ' � � � � � �11 � ( � � � II � � li I� � T � . 5 -� � II ta � k � ck -� a m � ke �. � b � n e � � � 7 " � � I I ! 4� � � � � � ��, � z Elevation � l eva � ion D � ScaCe : I / � ' � = I , _ 0 � � � on I I x I 7ar NT� } �"�oor�2: K,itchen S�ie e �; � Uri in�c� iss�,�ce �aCc�te ; _ _=f� � - 5 I � � - - -=, �, �. _., � �'rint c��e : � � � � c� c� - - f � �'Z�+E ��L�2� : I � i _ _ , ' � �C'ie�2t c��a��oval: � � �i � � � � i 1 have rev� ewed �hi � drawinc� � nd f� nd it con � i5ten� with my need � � nd �xpectation5 . I 3 � � � � � approve thi � drawinc� far the production and � _ in �tallat� on of my cabinet� . I understand that � I i � � , i ° � .�� •� � � �° ��. � x ch� nc� e� made to thi � draw� nc� after thi5 date � � � - � � � � � ,� � g � ��°°� �� # � � �'�'° �� _ , � ��, �� c� uld incur add �t►� nai co�t� to me . �.. � � �'� �.,a ? � �� " �rr.:' , .� � ,� � ta � , 3. ., e , � r, �s�� a �. �_._ � � � .� °� �. �� In � t ► al : C� � � e : _� .� ��.. � .. � , , � .�« � Ievatron Elevation ::� M�� ,�.ti._..�� . _��.r.. ��..��. �a �� .�.�_ � n�9_�r�a F � E r,�� v � � ;�� a ��.uti ti. .4:av. A11 d � men � ion � � r � � INl � M � D unle � � no� ed a� h � rw � � e � ' �� „� ��1 � � . - . �� . � � ��.� �� 4 i(' ��v � � � ��Rii��ik� ��:��, � l � � �- 3 �� r � � � � � � � � � � � � � � � � � � � � � � Extend face frame 2 " � �� for filler to d � e ir� tv � � � 3 � „ � ' ► 4 � " I 2 „ � � �� - _ � _c� �� , � _ �- � F � n battom o a C,, � i o � � � � Sc �C�e : � � � I / � " = I � _ C� " �c� n I I x I 7c� r NT� ) � i (�,� .�l� C��: —� K,� tcl� en tY} Cantractor- pfea � e ver � fy w ► � h � � S�L� et: � � awner on locat � on and t�pe of � outlet on thi5 wall =-f � Ori ��taC iss�t,ce d�c�te : t� -_� �'' � - � - I 4 �r%n � d�ate : 4 egu � l sEZe � drawer� - - �..0 1 � '" � c� �'ZCe �2�me : CCi�r�� ►��QVr�C I have rev� ewed th � 5 drawing and find � t con � � sten� with my need � and expectation� . i a �prvve th � � drawinc� for the �roduction and � � ii � � ii � � ii a R , � �, �� : � r in �t� llation of my cabinet� . I under5tand tl�at , �� €- �� G `Q� � � �: `4�� °�� ,�� . char� ge� made ta this drawit� g �f�er th � � date � ii 3 � � � 3u � �� s�� , , ; ,�� :-� could in � ur additional c�a�t� to me . 4 4 I � � 4 ��. �- . � � '� � °;�� . ,.� � a.� . , .. _ .. � �Jq- ;� �� _ � _ . . ,� � .r,�.� ��. � �..�ti�w � �i1 � f � � : � � ��; : � ��.,uw � � � � � . . : �� _ � � ,��..� ,�,�� ^,�e � �y� - . � .. _...� . _�. All dfinen � ► on � � r� � I �l1 � �1 � D QPTiC� N # I unle �� no� ed �� herwi � e � � 3 � _ � �I//'� • � . . . . . . ',.. . ... . . � . . ' � ' . .. � . . . . . .. ,�.. .�.,... �� `�� a� ��1a� � �' ��'�� '��. �. �. � �`+��'�'�.� �: ��' � � 11 � � � � � � box detail box det� � l ► n � ide � Gor� tractor : � � extend d w � Verify � f hood 2 � � � � 5 vent � n � ar � rec � rcul � t � n � � � 3ii � * � I 32 � Q� c� � � � � � �� i � ii ii � � i � i � � � i 8 � trap door5 � � � � � � � �" � �" together to o en a5 one . �: � � � � = Ex�end door� � � - �'�� f ^�� .,`v, d own 2 " to ` hide I - I / 2 " �� j tall I � � ht rafl � / � z / � � iNood panel o 0 ; f�� Ad� . � helve � Z � Ad� , � he ve5 ' " o �_-�� ; , � � c� � � � Qoo � _ � Waad � helf / �oo harp '� �.- � � � �- `�`� / °°�° ~� � n � i de � _ - ° extend down � SC ,G� �� ; Wood tr � m 2 " -=ic� 1 � ' � = I ' _ � � � r� n I i x 1 � or NT� � / { } � � ��oom: Under cabinet I � � ht � ~` 3C� " Coaktop an Elevatian A K� t � hert GE - PN �' 9Qt� DM ^ � � �`�iee �: Fal �e —` � Dri ��2�C issue c�c�te : Drawer notched =� � � � � � _ � � for p { umbi g - Verify � � E - PT� a5C? � � t'� � �'Y'i�2t d�ct�� : Doub{ e Drawer no he _ _ Pull out tra � h b� n� for plumbing V rify � ' . 3C� " oven/cooktop � � nk Ex � �trn DW ��' Yt�Zm.e . g 4" panei and CCien..� GL�J�►YO'V �cC � 5 " 3 a " 2 4 " � � " 2 4 " filler to the � 3 � ► � in � � hed filler d � m . � � u � IOUr - 5E' nGI I have rev� ewed th � � drawinc� and f� r�d it �. 8 c�n� istent w� th my need � � nd expectation5 . I 5eparate appr�ove th � � draw� nc� for the prQduct� on and � � � �i � in�talfat �c� n of my cabinet� . f ur►der�t� nd that � , �� Drawer� will be cut ; � £� � �� ~' � � �' a� �� : chanc� e� made tc� thi5 drawmc� after this date � U� � � �� ,� �� r � �� cou ( d � ncur additional �o�� to me . C� PTION # I o n � � �e t o f � t a r o u n d � � ; �,�� ` � �� / �_ �.� _. . e� � 3. , s" �f"} �,.n�, � .....>� � A ?,.3 � �� .. . . . . .ma> . .«.,��..��.. �wfi°".. . . plumb � nr� . PT prea5e �u«��. �� m.. Ir� � t � � 1 : D � � e : � � ��.�N � end extra � id e fi � §� .� . r�..�� ._. u _ K1�._ � .. ..�. �. � � ��n� �, ��y . _ _w ��- �- AII d � m � n � sor� � � r� � INI � �1 � D � � � �.. : � � � � a l I toe k � ck � o material �o ad� u5t on � � � � � �e unle � � noted o� herwl � e 1'1'1 � �G�-; Cr� � I �1 F� � S � � � � � ( . 3 � � �� : . _ �� t� �� _ �� ,� ._ .._.�. _ :��:, ��.� �� E � � ii � � � � � � bax de �ail box deta � l � n � � de � Gontractar : extend d w � � Ver � fy � f haod 2 � � � i5 vent � nc� or .� recircul � tin � � � � � � �� ` � ( 4u � i ii � i �^ u � � � � � � trap daor� �., I � � � I � � � � � � b . � � tOr� �� ler �O � open a � one . �; � � � � ^.i � �xtend �d oors "C� �, down 2 to �'�� h � de I - i / 2 " (�..� ! � � t� l ) li � h � rail t � t � � / \ , � ; I l ,,�-- wa � � p � � � i a ° � � � � ) Ad� . � hel ve � � ) Ad� . she ue � � _ � � � � i I � � � � ' \ Wood � he1 �F / � oao }� � � � oQQ ha rr � f�- ! 5 I 4 �, '�,�. �,�` � °°°°° � w n 5 i de � _ I ° extend down � Scr� C�e ; Waad tr � m 2 " =i � _ O� I / 2 " — I � _C.� � � �on I I x I 7vr i� T:� ) ` - �� 4 1/l./ Y / / V4 3Q " Cooktop � Under �abine-� li � ht5 � � � - �' N F' � � � Q � U �1 � � � Vati4n � �,1tGhUi� �. , �, S;�ee �: � False °" �' Drawer natched �� '�� x-�-S�'�'�'' '�'��'' ' for plumbing - Verify _ � `_IC1l �, � -.L�' _ ` .�' � � � E - PT705a5F � �'ri�2� G�t��e : Dovble Qrawer na he T'"�y5 Pull out trash bins for plumbmg V rify � � 30 " oven/cooktop � ink Ex � �t � ng DW ,�'��e �2t��'Le : u ii i � i � � i ii �� pa nel and ��1��2� +GZ�'�IYO'V GZ�: 25 � C) 7 I � � � � �- filler to the I � " � � ni � hed fill � r d � m . � 5 � � floor- 5end i have revEewed thi � drawing and f� nd it � � e �arate con� r �tent with my need � and expectat � on� . I approve thi � drawing far� �he �raductic�n and � � � .�^JI ! ; " t ' t , � �� a ` 8 � , � � � �� _� � � �: � n ��allataon af my cabinet� . I under�tand �ha� ,� � � � � $ � �, �� <� �, � � °a � ; � `; . = ki � �� : change5 m � de to thi � drawinr� after thi � da�e � raWerS WV � � (� � GU � �� ' °:� cou � d rncur additional �o�t� to me . C� PTIC� �I # � an � � te to f� t around �� : ' � . � : .� � � � . �_Kx �4�a � � . � � ., T� � �,..x�� ._.�k_ �� . A plumbrn � . PT plea � e �� . In � � � � l .• Da �e : �� , 5end extra side �. ��.� � n .. ,_� .Pr. . �__ ..�� .�� m� .....� ��. � � � � : � � � � c� � � � C� E; � ICk � � mater � al to ad ju �t on All d � men � ior� � � r� � I NI � F1 � D � � � 5 � te__ unle � � no� ed o � l� erw � � e n� � ke c � b � n �-; � � � � � � II . � � �� ' �� ._ �� c�� _ �,�� ._ ._... _ ��! �� 1� � § 4 i } ,J *} _ ,. . 4s5 9- .].'i��:n'{ w�i{�z1 tp� �Y7 4 �. u'3 1 F�esidential Standard Calculatiott srz�ris�r 1.ackey Residence �„x;�, Version26i4 P�1 Art�te 22fi.42 &220 52 Ameramex Etcctric LLC L' !. �Q00 General L2ghtin�Tstad 9,D4b 1/A P:O. 9rnt 2155 ' 2 Sma11 14ppiiarrCe �;060 VA Eagie, t,o 8i 637 ;2 Laundtyciretut s;000VA 976�7&-6455 ; Geti.L.gT,-Sm'ApP-& taun. l,�ad 15,060 V,4 �r�otaia2g 3.QpQ YA @ 10Q°!o= 3,OOQ Y/# i2,0U0 VA @ 35�0:= 4,2b0 VA �y,� VA � � �"25'�fa = Vl�� -"' P 2 Ari�cie 2,2Q=5U & 220;51 0 Generat 1:Sghting I7emarid Load 7,20d VA Q� :ondenser & �i�d Electri�S� Ffeatirsg QTY � '*` YA AHU i se#ecz � VA QH '+�' He�fing Loatl VA *► � � VA ANU 2 select '+' VA �Y "'� � CU.U>ad� VA � VR AHk13 "� � yq t�e�t �► m '+' VA AFSU 4 `�� *' VA QIY ' T GYeater.a#Neat fg� 100%vs.AlC @ 10p% VA � �A AHU 5 5dec� r VA �v �` Description QTY Watts Tatai Incandecem � � ��fi�` ��w�� A�apliant� �t;mahd taad 4,250 VI# Watks "+ Waterfleater VA � 1 Fiafrigeraka' �1,4d0 VA 4rYer Demand �.oad S,OOD 1/A � �R 4 " recessed can LED trim 12 watts y 1 y 2 132 e ��` �� Q *r Y Dishwash� t,204 VA flange Demand Laad $,OOO VA iietrofiit existing cans �ith IER. Instai! Kabie traek IighNng in bedroom. � �' 3 Dispas2l 1 $271lIS � Instali new hydronic heater inside Move switch and rece tacies to the cabinat Ch.ner provided fi�lures 60 W 1 60 240 ' r--+ Ski cioset p ` +' 1 Range`Hood 54Q VA Service 13etttand 24,45{11CA � Install new puck lights t t✓�ictow�va 1 40Q VA � zees � ChBndeier 240 VJdttS Y 240 240 +► ' Gelt{taf VaC VA [�eitfend 1.08d � 20$1r,.yph 118 A � _T _ ____ __._�_._.------__.______,_ _____ . _ ____� ._ �__._��._ ._�_ �_____ .r,� __ ____ _ _ __ ._�_�_________ _ __ _ _._____ ___.___.____ __ __ ., ._---. ___.___.., �----___ _ _.d . _-.. ______-_.� m __� _ � � € � � � � � � LED tapa. 3 wattsl ft 16 3 48 U Mirii R�frig VA � ? .� Gompac#w YA Neukra� T�mand 991# y�{ 7ankle�h�ter V1� � � � �''�. �� ( ( 1 � � : f ( � � I ' �.:( 6 " recessed can lED trfm 12 watts ��► � Z � � ; w YVine CoWer WA� � � # j setei.t �r JacuZZi 1`�da uq MiRt.`3�rv3ce Rieq, 'i25 A Z _ � ; � Puck �ghts� 3watt5 ¢ 3 i2 `[( sefe� w'� Sp�`inkler V!� � � �� ' � ;{� selett w; W eII Pamp VA � L' m '• �� saect �`� �ourita�n Pum V 3 � _ �_ �, � p i , � 9 MR-16, 50 w halogen 8 50 400 � � , � E ._,_ Y � _ �._ . ; � a ' se�rtct +►' � Elsvator� V� '� Instaii Kabie track IlghUng in bedroom. � � � -" Move sw1tch and raceptac1es to the cabinet � � ' I '� Pool Equip• P�ne1 VR 1809'� t?emand /'MK tnatail new puck iights i � I 47thet load VA No Dem�nd � 1d � � � " Retrofit 6 reoessed cans 6 " wtth LED >(� Ot1YeY loati VA Na.Demar�d `fotal Appliaz�cer Lo�d 5,66�` YA. ��y� " 1T1 ! � Upgrade aii devices _ ._ � 4 or ttfOC� clentc�ld C� 7� /o"piGS i 401� demar3ci 14ad5 4,25t111A �•+t• � / ' � ` u``TEP 4 At�ic1� 220.SQ � � �_ �---- _ � 3 � Electric C[othes #7ryets 5>000 VA � �} .-w --- �_ � _ T -' � � E S'�P 5 Artiele 2�p.�5 � — — — — — — — _ �_ v r- � � � RetroQt 5 reoessed cans 6 " wHh LED j �� >� '� � �.�em� � ■ �.. � � � ^" � � � Upgrade all deviCes I ^ Numb�tof �pp��nCes� ,� � � � � sao sso Co�tct�s Gd e demand t � � �t k [� a,edc ecrz fw cas Rar+s�e C,00tctop Gol B demand Use ttiis area for yQUr own noters: -0458 2668 � J^(� { , . . . . . . . . . . �. � ". f�VBT1�9� � �� $ t1Blt'1871CT V � , � � Totai Praposed vvatts 1240 w. ' p„�,�� g-;�,�„� • -- i ��$ z,b$ , ! � (45 energy efficient light fi�tures/ 60 total light fixturesj x 100 = 75 % of the fi�ures are ; r�umt�er o� ap�ance� � o+�,. F�i�r o°�: --� � T F � � � � � j efficient. ` Gooktop & CSven Ltemand toad W � � imbl` �neast.nek `� " m ( ` ��»»»�>»»»a>��»s�»y�»>y�s»�iya»c«�«�c«t�r�l<a<e�z�t<ea«««ee�<K��««s<ac�ca � 1 � � � 3 � � E � xsas I Poot Pa[tef Feeder Gai�Ulatiat (Ses No1ei A B N CoKllintrCx�s NorrCOntinU�,S (x} � � ELEGTRICAL - DATA - AUDIO LEGEND �oh�unuo�sMotors o _ . . . o ,___,,,,,�; o � t� t�t�ors �otas . . } __ � . Move vaniry light and GP! receptacie { �+L �i P ( � � � \ 3 � /� i ' Npr?-conUnuoUS 0 , , , . 0 0 Q � T �'! select *r [' 2aov �-1 ��y to allow ne bench (n the haiiwa ' I - - - , I - � W ' "°`°°"� � J New axhaust fan and rscessed light LED � 1� . ` E ^ \ '�----' � � Sq�h9ater 'E 1 kVA , . . . . . 0 t1 � �' �'+ �? "� � ��Q!' ti ��j"` I�stali fieat mat and thermastat l � � . � � / � SYMBOL � DESCRIPTION � p�q( h�#er 3�t4r� � p � � s�t. ,�, �� ' s� � ,� I — . , CY�a+� F— O � � � Q 'v � ! S3Ge "^"�. �.. ""/� 1 F�DO� �.1�6i �J.�� . . : (� . ;. . . . . � 0 : . Q . � . . Q �le!tt`.. w �� SCC4Ck � �'2AtH �"' � � � � k � � • Ceiling Fan L7 zz�i� W � ( • � E ` BJuwer se�ct '*� �� Q Cl ,iaa,r 0 � Q � � 1 � � { 1 R uw ' � ` attrer'road 0 CI z4ov 0 0 6 0.0 Motor Neutrai Laad � � � � F alha�k�ad q [� 7Aa�' 0 D 0 — • --'" � � � ! � � Ventilatian Fans: Geiling Mounted, Wall Mounted � � � � � Ceiling Mounted Light Fi�ures: Surface/Pendant, � �in. � �r �o� F�r kw� � A � A � ►��.1��ro�ut� � � � a �� { I�� - - - - - r � Minirnum Panet-Raq A Phase Am as Ne�t, iaad (� i � � � (�o p l ea �_ � 1 � � � � Recessed, Heat �am , Low Volta e ' e � � . , O t � � r � � Wali Mounted L(ght Fixtures: Flush Mounted, � E i� � — � � � relocate devices ff the wall get dele#ed � ! j � � Wall Sconce �� — — — — � � , � �� Chandelier Light Fixture � �� i � y� � � � � � � new recessed can and switch � � � � � � � Flual'esCeqt Light �Ixtul'e �"�" '�,� � �`� �� above the bench � . ,----" " - ,.-' " ' ---- � ' , . t '+�; � �„�. E -�.._. _ ._--- _ _. - E � 240V Receptacle ,�, New devlces and ifghtiog to accomodats new cabinat t ' L, ` � .� and appliances lay out F ��i 'Q(7 ' Instal! new li hti i � � g ng in the lofl � ( � WP� pFO� 110V Raceptacles: Duplex, Weather Proof, GFCI i � � � E � � ,_.. _ _ _ _ _ _ _ .T _ _ _ _ _ � , G � w"$ 9� `� Switches: Single Pale, Wea#her Proof, 3-Way, 4-Way � ,,�' � ( \ Y";S �,.,�!4-- � `"'- J;;C....— " `) "' ^-.,7;';S � � ( I oM r o a j � 1 I wP � $ � $ Switches; Dimmer, Timer � t , ; � � k__�_______.� � � t - - - - - - Retrofft existing cans with LED tdm � � avcanaa � Audio Viden: Cantrai Panei, SW11Ch � � i Add rsceptacte and TV {ack for new N �ocation � i � � ; ' ny lv � � i � sQ SP Speakers: Ceiling Mounted, Wal! Mounted � � � r' CAT5 + N, NJCab10 Y p~„ („� � � � � �g °� Q Wall Jacks: CATS, '� � � � 7&78103 C � � � � � � � ; g Telephone Jack � E k E i � lntercom p �,,,( � Living F�aam � � � � � � C;7 Thermostat � � 1 � � O � i � ! o Q Door Chime, Daor Beli Buttan t� � � � j � $R a Smoke Detectors: Ceiling Maunted, Wall Mounted � i � Y � � � EP Electrical Breaker Panei ' 1 f � : i Delete reoeptacie located � { � � � � � abaut 6 &bove the fioor t � � � .o i j ' �� —Ju I � � � � �� } ; � � _��.� �.� � , x l__.�. _ �_ _ �w _ � �_____ ._� __�__._._.� _ _ � _� _.�._. �M�4� .>�� <-: ; _ � 3��oN a�,�N 3�,daH 6�� 3PWDN aa7oDH Not Architecturai Plans, Only for electrical illustration and tighting cour�. "' � Not Architectural Plans, Qniy fflr electrical illustration and iighting caunt. ' �: '��;�cv �� . "� �, ;o '�=? ' �.w .�,p ,�,: LIVING AREA �; �" '"'' � ° `u � 1196 sq ft � t �1 ' � W � `�.y'` ,�y > H4MEOWNER WILL TAKE NECESSARY > �� <a. �ev tr's �' � PREGAUTIONS TO REMOVE dR � � '� � REL4GATE ITEMS OF VALUE TO BE , , r � _ � � 3 ��"" � ' a- ° °' �' REUSED AND/ OR �AVED OR (N ANY � �� M � � DANGER C}F BEING DAMAGED DUE Tr} � � � '� � � ' � ; ; ��' � � �;�� . �� €� � �,�� ., �; � Propased Main Level � ighting Plan Proposed Lawer Level Lighfiing Plan C{�NSTRUCTIONPRQCESS. ° � �a�� 3�.� � �� 4�. :s � � a �-� ��p� � _� ; �` �° � �.— � ,. . � �° ��.,_ , � � . _ ,e . a �� , �x_ u�� .�� .�.,. , . Scale 1l4 in 1 ft Scale 1 /4 in - 1 fit � � n�.� .F _ m �� _� _� m �.. v�� r�, � � , �:� � '; :� � t�;'�� .� �� ° t.. � ._ _ � �. ��,_� _.�.� r � � �� . �.3� , s1 � s12o �. 4 SCALE : . SHEET . � � � . Tov srnMP � � � � RAL. NOT� � 1 . 6ENERAL I . THE CQNTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL ADD A�L NECESSARY B4LTS, ANCHOR B0�1'S, STIFFENER PLATES, STABILIZER A. THESE NOTES SHALL SERVE AS THE SPEGIFICATIONS FOR THE STRUCTURA� PLATES, BRIDGING, BRAGING, BEARII�G SEATS, GOLUMN 5P� ICES, PORTION OF TNE WORK. CLOSURE5 FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS. B. ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIQNS. J. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP HAZARD AS • C. CNECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL DEFINED BY OSHA. C,.� (,� DRAWINGS. � � K. THE GENERA� CONTRAC70R AND STRUCTURAL STEE� SUPPLIER SHALL �... Q D. VERIFY OPENINGS THROUGH FL40RS, ROOFS AND WALLS WITH COORDINATE ALL WORK WITH THE STEEL JOIST AND JOIST GIRDER Z �- ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. SUPPLIER. �"j � � M W Z � m � 2. GQYERNING BUILDING CODE: IBG 2012 9. TIMBER �- � Z ��- � � 3. LIVE �OADS USED IN RESIGN A. ALL TIMBER PRODUCTS SHA�L BE IN ACCORDANCE WITH THE NATIONAL � � u�.� '� � FOREST PRODUCTS ASS4CIATI4N, NATIONAL DESIGN SPECIFICATION, � � ~' o . . . 100 PSF ( NOT REDllCED) �ATEST ED I T I ON. � � � '� � A. LOBBIES & STAIRS. . . . . . . . . . . . . . . . . . . � � taG U B. LIVIhlG AREAS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4Q PSF B. ALL �UMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE tJ'7 � `� � �rn � 4. DISCOVERY AND FIELD VERIFICATI4N CONTENT OF 19%. � � � � � � V � w � "� cr, Z U C. FRAM I NG LUMBER: DQUGLAS F I R-LARCH I N THE FQL.LOWI NG GRADES: C� �'=' cn �- m `° "� ��-. A. QURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING 1 . GENERAL FRAMING: STANDARD AND BETTER QR STUD. _ � � � CONQITION5 WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH 2. STUDS: N0. 2 OR BETTER � � � �, � ,�o� w � PROJECT DOCUMENTAT I ON ( D I SCOVERY) . SUCH COND I T I QNS MAY I NTERFERE 3. FLOOR JO T STS AND ROOF RAFTERS: N0. 2 QR BETTER. �` "`� � �- '� �-�- '� c� WITH NEW CONSTRUCTIQN OR REQUIRE PROTECTION ANDfOR SUPPORT OF 4. BEAMS, STRINGERS, POSTS AND TIMBERS: N0. 1 OR BETTER. p � EXISTIN6 WORK DURING CONSTRUCTION, 4R MAY CONSIST OF �AMAGE OR �"� 1- DETERIORATION TO 5TRUCTURAL MATERIALS 4R COMPONENTS WNICH COULD D. BRIDGING. BRIDGE BETWEEN JOISTS 4R RAFTERS WHERE NOMINAL DEPTM- o � o°� � JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING( S} . TQ- THICKNESS RATIO EXGEEDS 5 WITH BEVEL-CUT DOUB�E- CROSSED WOOD "'�' °° �' ' BRACING, OR WITH SOLID BRIDGING 2 " THICK BY OEPTN OF JOIST. END ��:�. *�` -� Q, � B. THE GONTRACTOR SHA�� NdTIFY TNE ENGINEER OF ALL DISCQVERIES NE NAIL 50LID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS-BRIDGING. cn a � � BE� IEVES MAY INTERFERE WITH PROPEft EXECUTION QF THE WORK OR SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING .-. JEOPARDIZE TNE STRUCTURAL INTEGRITY OF THE BUIL.DING( S) PRIOR Tfl BETWEEN JOISTS AND RAFTERS AT SUPPQRTS. � #,j ��,, co PROCEEQING WITH WORK RELATED TO SUGH DISCOVERIES. m � � " E. STUD WALLS: C�� -x o Q C. TNE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIQNS AND 1 . ) FRAME STUD WA�LS WITH 2X STUDS @ 16" ON CEN7ER AS CA�LED FOR � d u. CONSTRUCTION C4NDITIQNS TO BE FIELD VERIFIED. THE GENERAL ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL 2. PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. �i�r� � h' c�nv SPECIFIEQ CONDITIONS PRIOR TO PROCEEDING WiTH THE CONSTRUC7ION OR 3. � SMIM FOR BEARING 4N CONCRETE SUBSTRATES. GftOUT WI7H 1 : 3 � �,' t� FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUGH PORT�AND CEMENT-SAND GROU7 FOR FULL BEARING. �� ca x � ,� CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMEL.Y 4. } WNERE MULTIPLE TOP PLATES ARE CAL�ED �OR IN TNE C4NTRAGT � � o� �� MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. DOCUMENTS, STAGGER SPLICES AND FACE NAIL P�ATES TOGETHER. ua • j � � 5. } PR�VIDE STUDS AT OPENING JAMBS AS F'OL�4WS: �o � � 5. S T R U C T U R A L S T A B i L I T Y D U R I N G C O N S T R U C T I Q N a . 2 S T U D S A T O P E N I N G S L E S S T H A N 5' -0" W I D E � °' ''' � � b . 3 S T U D S A T O P E N I N G S B E T W E E N 5' -0" A N D 8' -0" W I D E �j t� A. THE STRUCTURA� DRAWINGS ILLUSTRATE TFiE COMP�ETED STRllCTURE WITH � . 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE J E' ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED ANQ 6. ) BEAR OPENING HEADERS ON MUI.TIP�E JAMB STUDS AS FOLLOWS: > � � BRACEa. a . 1 STUD AT OPENINGS �ESS THAN 8' -0" WIDE (} � � b . 2 STUDS MINIMUM AT qPENINGS GREATER THAN 8' -4" WIDE B. TNE CONTRAGTQR SHALL BE RESPONSIB�E FOR ALL CONSTRUCTION MEANS 7. ) REFER TO DRAWINGS FOR SPECIA� STUD CONDITIONS AND METHODS. F. ALL MUL7IP�E MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER �UMBER SHALL BE CONNECTED TOGETHER T� FORM A SINGLE, COMPOSITE SHORING AND BRACIN� AS MAY BE REQUiftED DURING CONSTRUCTION TO UNIT USING NO LE5S THAN TWO ROW5 OF SIMPSON SDW SCREWS AT 12 " SFA1. ACHIEVE THE FINAL COMPLETED STRUC�URE. O. C. y �� D. TNE CONTRACTOR SHALL BE RESPONSIBLE FOR AL� SITE SAFETY ISSUES AS G. COMPLY WITH MINIMUM STANDARDS F(7R FRAMING CONNEGTI �NS A5 SE1' ��``'��`"'��'� MANQATED BY FEDERA�, STATE AND �OCAL LAWS AND REGU�ATIQNS. TNE FORTH IN IBC TABLE N0. 2304. 9. 1 AND A5 DETAILED. �«#�' '. CONTRACTOR SHALL EMPLOY A ? COMPETENT PERSON? AS DEFINED IN OSHA �`�°� �� ; � REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHAL� H. LAMINATED VENEER LUMBER ( LVL) ANQ PARA��EL STRAND LUMBER ( PSL) : � ; � �� EMPL4Y A ? QUALIFIED PERSON? AS DEFINED IN OSHA REGULATIONS TO 1 . ) LVL OR PS� PRQpUCTS SHAL.L BE PLANT FABRICATED IN A � �� ,�� SPECIFY THE RES4LUTION OF SAFETY ISSUES. CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLE� T4 THE � `'�� °�� ;�`�"� ' � LENGTH OF THE MEMBER. `��*�```��.�4�•.•+•"�#v � E. TNE CdNTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND 2 . ) ALL LVL 4R PSL PRODUCTS SHA�L BE SUBMITI'ED FOR APPROVAL WITH ��1��`� � SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUTRED FOR REFERENCE TO THE APPLICABLE CURRENT NATI4NAL EVALUATION � COMP� IANCE WITH OSHA REGULATI4NS AND GENERA��Y ACCEPTED REPORT PREPARED BY CABQ, OR CURRENT EVALUATION REP4R1' PRINCIPLES OF CONSTRUCTION. THE CONTRAGTOR SHALL PROPOSE A�� PREPARED SY ICB4. SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR 3, } LVL MEMBERS SHA�L HAVE THE FQLL4WING A�LOWABLE S7RESSES: REVIEW PRI4R TO CQNSTRUCTION. a . FLEXURAL TENSION OR COMPRESSION. . . . . . . . . . 2600 P5I b . H4RIZONTAL. SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 285 PSI � 6. SUBMITTALS c . COMPRESSION PARA�LEL TQ GRATN. . . . . . . . . . , . 2460 PSI d . COMPRESSION PERPENDI �ULAR TO GRATN. , . . . . , . 750 PSI �i. W A. FURNISH ONE SEPIA AND ONE PRINT OF SNOP AND ERECTION DRAWINGS TO e . MQDULUS OF ELASTICITY. . . . . . . . . . . . . . . 1 , 800, 000 PSI � STRUCTURAL ENGINEER FQR REVIEW PRIOR TO FABRICATION. SUBMIT IN A 4. ) PSL MEMBER� SHA�L HAVE THE FOLLOWING ALL4WABLE STRESSES: � TIME�Y MANNER T4 PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL a . FLEXURAL TENSI4N OR COMPRESSION. . . . . . . . , . 29�0 PSI ENGINEER. b . HORIZONTA� SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 290 PSI � � c . COMPRESSION PARAL.LEL TO GRAIN, . . , . . . . . . . . 2900 PSI B. GENERAL AND SUB-CONTRACTOR NOTES; d . COMPRESSION PERpENDICULAR TO GRAIN. . . . . . . . 750 PSI �� 1 . ) THE GENERAL C4NTRAC70R SHALL REVIEW A�� SUBMITTALS PRIOR TO e . MODU�US QF ELASTICITY. . . . . . . . . . . . . . . 2, OQ0, 000 PSI ��► SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATiQNS. I . BUIL7-UP LVL AND PSI. MEMBERS: CONNECT MULTIPLE MEMBERS USING 2 � W � 2. ) THE STRUCTURAL DRAWINGS SHALL NOT BE USED A� BACKGROUNDS FOR ROWS OF SIMPSON SDW SCREWS SPACEQ AT 12" O. C . HUL.ES SHA�� BE �,,,,) SHOP Oft ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER LOCATED 2"' FROM TNE TQP AND BOTTOM OF THE MEMBERS. 5TAGGER ROWS � ` AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE AND PROVIDE A MINTMUM OF 2 SCREWS AT EACH END OF MEMBERS. """ RETURNED REJECTED AND CONSIDERED AS N4T BEING IN �4NFORMANCE � � t�1"� WITH THE PROJECT SPECIFICATIONS. J, LAMINATED MEMBER SIZES SHQWN ARE NET, OTHER MEMBER S3ZES ARE � �- NOMINAL. � 7. SPEGIAL INSPECTIQNS � K. SHEATH I NG: A. SPECIAL INSPECI'ORS SHA�L �E EMPLOYED 8Y THE OWNER TO INSPECT THE 1 . ) CONFQRM TO AMERICAN PLYW04D ASSOCIATION ( APA} DESIGN I.�..� � W4RK DURING CONSTRUCTION AS DEFINED AND REQUIRED SY ISC CHAPTER SPECIFICATION, LATEST EDITION. SHEATHING SHAL� BE .� 17. SPECIRL INSPECTIONS SHA�L BE MADE OF THE FOL.LOWING CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. """' STRUCTURAL WQRK: Z ) FLOOR SHEATHING. 3j4'� THICK TQNGUE AND GROOVE APA RATED � /� 1 . } 1704. 3 STEEL CONSTRUCTION SHEATHING 32j16, EXPOSURE 1 . NATL TO SUPPQRTS WITN 10d @ 6 2. } 1704. 6 W04D CONSTRUCT I ON I NCHES 0. C. AT AL� PANEL EDGES AND 10tl @ 10 I NCHES 0. C. AT � INTERIOR OF PANEL . GLUE FLOQR SHEA7HiN� fi0 SUPPORTS WITH $. S T R U G T U R A L S T E E L " T I T E-B O N D" ( O R APP R�VED EQUIVALENT} . CONSTRUCTION ADHESIVE SHALL MEET APA AFG-01 . A, STRUGTURAL STEEL: MINIMUM YIE�D STRENGTN 50 KSI FOR WIDE 3. ) REFER TO DRAWINGS FOR SPECIAL SHEATHING QR NAILING FLANGES; 35 KS I { ASTM A53) FOR P I PES; 46 KS I FOR TUBES; 36 K5I REQU I REMENTS. ��Ep � ALL ELSE, UN�ESS N�TED OTHERWISE. �. RL� TIMBER CONNECTORS SNALL BE " STRONG-TIE" CQNNECTORS AS Na. DA7E CCC:tMMMENT B. ALL A325 OR A49Q BOLTS USED IN COl.UMN SPLICES, CONNEC7IONS OF MANUFAC7URED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY. F4C.LOW 1 oe,rtsC�t>ta pt�ra �n�r BEAMS AND GIRDERS TO COLUMNS, AND WNERE NOTED ON THE DRAWIN�S AS SUPPLIER' S INSTALLATIQN RECOMMENDATIDNS. TYPE " SC" OR OTHER TYPE FOLLOWED BY " T" , SHAL.L BE TENSIONED TO TNE VALUES IN TABLE 8. 1 OF RCSC ? SPECIFICATI4NS FOR STRUCTURAL M, LAG SCREWS: JOINTS USING HIGN STRENGTH BOLTS" , 2049. OTHER HIGH STRENGTH 1 . CONF'QRM TO ANSI /ASME STANDARD 618. 2. 1 -2013. BO�TS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. 2. � CLEARANCE NOLE FOR SHANK SHALL HAVE THE SAME DIAME7ER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF C. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, UNTHREADED SHANK. CONTINUOUS UNLESS OTHERWISE NOTED. 3. ) �EAD HO�E FOR 7HREAOED PORTIdN SHALL HAVE A DIAMETER EQUAL TO 70� OF DIAMETER OF UNTHREADED SHANK. D. A�L GR44VE WELDS TO BE FULL PENETRATION UNLESS NOTED. 4. ) THREADE6 PORTION aF �AG SCREW SHALL BE INSERTED INTQ LEAD � E � � R,e�L N �TES HOLE BY TURNING WITM A WRENCH, NOT BY DRIVING WITH A NAMMER. E. WELDERS. HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A. W. S. 5. ) USE SOAP OR OTHER LUBRICANT ON LAG SGf�EW 4R IN I.EAD HOLE T4 QUALIFICATION TE5TS. FAGI � ITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. F. SEE ARCHITECTURAL QRAWINGS FOR NAILER HQLES; ATTACHMENTS, ETC. � . Ab �u„J # %4 � Ai G. STRUCTURAL STEE� SNALI. BE DETAILEa AND FABRIGATED IN ACCORDANCE t ° � WITH THE AISC SPECIFICATTONS AND COC?E OF STANDARD PRACTICE AND � � �� " �� ,�� WITH OSHA REGULATIONS, �ATEST EDITIONS. � � �•� � �� °� �. . � � �� "� �� ' PROJ�T N4. ORIGIN DATE H. AL.L R I GG I NG FOR SAFETY CABLES, L I �'T I NG DEV I C�S AND TEMPORARY � � � �� °�� - � . - � � ��.',�� ' � ` � "� s�Q'� ]'�(j 07 f� � f'( t�. BRAC I NG SHA�� BE CONNECTED T4 ANGLES, PLATES OR OTHER MEMBERS �� ,� �' �� '��°�`" DESIGNED AND DETAILED BY THE STRUCTURAL STEE� SUPPLIER AND SHALL ' m ~� D R�►W N B Y C H K B Y T R V B Y .�, BE SHOP WE�DED TO STRUCTURAL MEMBERS. DO NOT PRt}VIDE HOLES IN � ��' �� u. �_ � � � �� A� ,� R STRUCTURAL MEMBERS FOR THE CONNECT I ON OF R I G6I NG CAB�ES, L I FT I NG � �� u V ��`°� �°� �°�°� DEVICES AND TEMPORARY BRAGING UN�ESS 5PECIFICA�LY DETAILED ON THE SHEEfNo. STRUCTURA� DRAWINGS. CONTRACTOR SHAL� BE RESPONSIBLE FOR fiHE REMOVAL 4F ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTHER WORK �� OR ARE EXPOSED TO VIEW. ��; ,f�$ �{�T��} TOV STAMF � (E} 6" PRECAST WA�L 2 11��, 3 �, � � PL3/8"x7"x1 '-4 3/4" W/ (4)5f$" x5" TITEN HQ � fi , � " 4" 4„ � " SCREWS � � � . � e (E) 6 PRECAST / PL1 /4 x6 Wj (2}3/4 e ,/ , ,� WALL Pt�3/8nx9 1 /2"x0'- 10" {,,,,,� � BOLTS ` 3 f 4" PLYWOOD o � f TIT�EN�HD SCREWSn � � Q T.d.PLY � � �, = T.O.PLY T.O.S. _ � T,-�-,-,-,--�-,- � .� T._O�__._S�_.�� ,+, z •, - ay 162'-2' 8" ,�, T.O. (E) 2x JOISTS �- o T.O. (E} 2x JOISTS » s „ �' � " c> rn PL1 /4 x3 1 j2x0 -6 - LlJ V � � � B.O.S. Q (2) 3�4"a BOLTS TO _ "' - STEE� BEAM � t� Z � � � � �2 � � f�„ W8x STEE� BEAM W8x STEEL BEAM � E Z � `- I-- 3 16 .- �+"'� � � p �{ (E) PRECAST CONC DOUBLE � � � tj � � �f� g TEE FLOaR � � � � � V � $��11QN F�.E,YATION ��iIl2 ��Y� ��" � � � -� � Z U E PRECAST CONC WALL � � '— `�' � '�' � � A �S E � TI Q N B LO FT B EAM � EAST � � (E) PRECAST CONC WALL � � � � � � � � S� 3jq.�� — 1 ' -0 " �� 4,t _ 1 ' -0 " �G C� r.0 uu �C �c � ° � � � � . . .'. .' . . � � , . ., . .. .r r �y C� � . /� �� p a 4 ' d ,� � � � ! �: d ' .� e ' � .� �yy /� ��H ,\ ____ __"_ � M\ � V / � � � � �� 6�_p" � d�� c�n ----''� � 1�� a � c�'n > �,jC� M MC7x19. 1 � �� m � � `�. (2) 1 3 j4"x7 1 f 4" LVL N � o SISTER 2x8 QF�2 TO {E) � CONN W/ (2) ROWS SIMPSON L '� u- � 2 x 8 F L Q O R J O I S T � C O N N � �" S D W 2 2 3 3 8 S C R E W S t� 1 6" O.C. � ' r. (E} 6 PRECAST CONC WALL W/ (2) RQWS SIMPSON �� > r` c�v C , „ SDW22300 SCREWS i� 24" O.C. � c� � o — 2) 0 � NILTI KWIK-BOLT 3 `------ IhlSTA�L TEMP SNORING AS REQ D cu *- � / , f �,/ / EXP ANCHORS W/ 4" EMBED (2) LVL EDGE BEAM Wj (E) SHEATHING TO REAMIN � � � D�MO (E) BRNG WALL �� °° Q �t ` � � N lYP EA END OF BEAM SDW SCREWS C� PLYWOOD !F POSSfBLE W$x15 rv RE: S1 � � u� / � TO PLYWdOQ CONN � FIELD SPLICE w � ^p '-� � � /� EA SlDE, EA TAB �� a: ?.' � � �, � / LVL BEAM REM4VE (E) FLOQR SHEATHING � fg � � � � 1 4 6 AS REQ D TO WELO HANGER tyG -- T.O.S.� N BREAK t� JOiST �" . " � � cn T.O. (E� 2x JOISTS > p� �+- (E) PRECAST C4NC SPANDREL - i- � � BLOCKING � BEAM A�OVE U sn oG �. �� 9 /4" STEE� WELDED BUCKEf B�OCKING C� 24" O.C. MAX � � /� HANGER W/ {2} SDS25300 FQR FINISH � ,,/� ,i� SCREWS EA SIDE tM8x STEEL BEAM / SISTERED 2x JQISTS / ,/� / MG7x Wf FLANGES TRIMMED SIMPS�N LBV3.56/7.25 HANGER / / / C� BUGKEf / � / / SEAI. �- i � �„�� `"� � �M9 iP}k qq g�� V }/�y.�y, Q��A�� E� j � �,S � °$ SA ��4�P G'Yk � �STEE � � HANNE � C� PRECAST � ONC WA � � D �LV � BEAM Q STEEL BEAM ��(j�' j* � ($"{(��.{ � ��`� �( y � �� 3fq.,, — 1 , _fl•, �� 31q.�� _ 1 ' -0" � � j yy �. k�Jj y �x"a�{ 9 � �' � p� ei W � +n..F �d,��+ �� t�f� � 4+Y � a m � x #%�`�� , '.. � �n'Y ��y�� ll( � ��'�Y4AApkbyE�� {y� � ��W4��; T . . � . NEW LV� EOGE BEAM � {E) 6" PRECAST SPNDREL �,f� MAINTAIN FUL� BRNG t� �/ .� �� SPANDRE� ,�r � f� ,/ � . LC7FT FRAM I NG P �AN ,�/�/ ,/��,�`/ , ra� - , _o � FLOOR SHEATHING NEW MC7x CANT'L BEAM /�/�� /�� SAW—CUT & REMQVE PORTIQN , �"� W ��/� j,�/'� OF (E} PRECAST CONC WALL �/ � (E) 6" PRECAST CONC WALL , /�j ��j � i.i� (E) LOFf DOUBI.E LVL EOGE BEAM _��x` � �� /� � ,+, �,/�� /��//�' � v.i,F. � � // // /�,� �� a � ��,!�� /��,//� � .�,�. sow scR�ws � �v� jo �/�j /�;j/-!j L1..1 � NEW 2x8 SiSTERED TO E LVL CONN N RE: PLAN /�� ,� /�,� / � � FLOOR JOIST N C4NN WI SIMPSON U26-2 NANGER �'�/�` ��f/`/ � "` � SDW SCREWS PER PLAN N EA J41ST �j�.!/� ��j�� . � f''�� /� //�� /,� ��f%�/��,%/ � � � ,/� ,r � //� ,f'/ // � /� ....� //�� i�/�j//�j/�!j j /j/��,i �`�., �/,/ , ,�/�i//�i/�f�i'% � /�i/� W � (E) 6" PftECAST WALLS .� r.w. E �F �Q {� R JOIST t� EDGE BEAM F �DEMO Q E PRECAST WALL �"�' '�� 2 3f q.,, � 1 ` -Q» �2 �f�,� _ 1 � _0" .� SPI.ICE LQCATION PER CONTRACTOR N 3'-0" MIN FROM POINT LOAD ISSUED Ft�R: 14 14 Na. DATE CC3MMENT �� .3 4 r ?' �' � £ fi� ; ... . ' � ; �� »-� { k a P �`� v / a P � . '{ $ e5 4 k 5 � .� � . < V 5 � �. �'st� � � ` sv' '�p44 + , a } n % � �� 1 /2" MAX GAP ;Y, � �. <� �t`+?� �� `�� : , 3-SIDES 1 4 � 1 4 3-SIDES , .. � . _ �x� . . ._3 � � . .� .� ..�z �� = w �,'. 2w:.� �� $TRUt�TUftAL �� _ ��.� PLAN 8c DETAILS � �� _� �: '`"" �; 3—SIDES � � � 1 � 3— _�_�, . �t.� .� b . ,� � � � . .� �. �. ,� 3—SIDES 1 4 1 /4 V \3—SfQES W8x STEEL BEAM PRO�EG"T No. ORIGIN DA7E 7/� s"X�"x� '—s" COVER PL 14C11 ?.0 Q?J31 /14 TOP & BOTfOM DRAWN BY K;FiK BY TRV BY 1i4"x&"x6" SHEAR PL AF R G FILED SPLICE � STEEL BEAM �"� �°. �� 3 f$ ,. ^ � � _0„ �� SCAI.E; .AS NC�TED