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Home My WebLink AboutBuilding Plans� � _1 �'� . . \•� SY M B 0 LS COLUMN REFERNCE BUILDING SECTION & WALL SECTION REFERENCE � A1 SHEET NUMBER WHERE LOCATED SHEET NUMBER WHERE LOCATED A1 1 � INTERIOR ELEVATION REFERENCE TITLE SCALE: 1/8" = 1'-0" ��i� �� ■■■■■■■■■■■■■ �� I �� '..�.......��. DOOR & WINDOW DETAIL REFERENCE SHEET NUMBER WHERE LOCATED COMPACTED STONE THICKENED CONCRETE EIFS (DRIVIT) 1�1�1� RIGID INSULATION 1 2 � - I I � � ('�__ 7 IPROPERTY LINE I BREAK LINES OWINDOW/ DOOR TYPE Q REVISION MARK /�ijij�iji�l, �� ■ ■�� I�� 1 ■�� . s� � �� REVISION CLOUD INSULATION BRICK (ELEVATION) CONCRETE COMPACTED EARTH ARCHITECT: KJG ARCHITECTURE, INC. 527 SAGAMORE PARKWAY W. WEST LAFAYETTE, IN (765) 4J7-4598 ABV ABOVE AFF ABOVE FINISH FLOOR ASC ABOVE SUSPENDED CEILING ACC ACCESS AP ASPHALT PAVEMENT ACT ACOUSTICAL TILE ADH ADHESIVE ADJ ADJACENT ADJT ADJUSTABLE AGG AGGREGATE A/C AIR CONDITIONONG ALT ALTERNATE ALUM ALUMINUM AB ANCHOR BOLT ANOD ANODIZED APX APPROXIMATE AD AREA DRA�N ASPH ASPHALT AT ASPHALT TILE AUTO AUTOMATIC BSMT BASEMENT BRG BEARING BPL BEARING PLATE BM BENCH MARK BEL BELOW BET BEfWEEN BVL BEVELED BIT BITURNIOUS BLK BLOCK BLKG BLOCKING BD BOARD BS BOTH SIDES BW BOTH WAYS BOT BOTfOM BRK BRICK BRZ BRONZE BLDG BUILDING C CONCRETE CAB CABINET CPT CARPET CSMT CASMENT CI CAST IRON CB CATCH BASIN CLG CELING CHT CEILING HEIGHT CHAM CHAMFER CIR CIRCLE CLR CLEAR COL COLUMN COMB COMBINATION CONC CONCREfE CONST CONSTRUCTION CONT CONTINUOUS CJ CONTROL JOINT CORR CORRUGATED CP CONCRETE PAD CRS COURSE CF CUBIC FOOT CY CUBIC YARD DL DEAD LOAD DEMO DEMOLISH DTL DETAIL DIAG DIAGONAL DIA DIAMEfER DIM DIMENSION DIV DIVISION DR DOOR DH DOUBLE HUNG DS DOWNSPOUT D DRAIN DWR DR,4WER DF DRINKING FOUNTAIN DW DUMBWAITER EA EACH EF EACH FACE E EAST ELEC ELECTRIC EP ELECTRICAL PANEL EL ELEVATION ELEV ELEVATOR EMERGENCY EQ EQUAL EST ESTIMATE EXCA EXCAVATE EXH EXHAUST EXTG EXITING EB EXPANSION BOLT EXP EXPOSED EXT EXTERIOR EXS EXTRA STRONG FB FACE BRICK FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FF FACTORY FINISH FAS FASTEN, FASTENER 47J06 ABBREVIATIONS FGL FIBER GLASS fIN FINISH FF FINISHED FLOOR FA FIRE ALARM FE FIRE EXTINGUISHER FPL FIREPLACE FP FIRE PROOF FRT FIRE—REfARDANT FLG FLASHING FLX FLEXIBLE FLR FLOOR FD FLOOR DR,41N FPL FLOOR PLATE FLUR FLUORESCENT FTG FOOTING FND FOUNDATION FR FRAME FR,4 FRESH AIR FS FULL SIZE FBO FURNISHED BY OTHERS FUR FURRED FUT FUTURE G GRASS ga GAUGE GALV GALVANIZED GI GALVANIZED IRON GP GALVANIZED PIPE GL GLASS, GLAZING GLB GLASS BLOCKGD GRADE GVL GRAVEL GT GROUT GYP GYPSUM WALL BOARD HBD HARDBOARD HDW HARDWARE HWD HARDWOOD HDR HEADER HTG HEATING HVAC HEATING/VENTILATION/AIR—COND. HT HEIGHT HC HOLLOW CORE HM HOLLOW MEfAL HOR HORIZONTAL HB HOSE BIB INCIN INCINERATOR INCL INCLUDE ID INSIDE DIAMETER INT INTERIOR INV INVERT IP IRON PIPE JC JANITOR'S CLOSET JT JOINT JF JOINT FILLER JST JOIST KIT KITCHEN KO KNOCK OUT LBL LABEL LAB LABORATORY LB L4G BOLT LAM LAMINATE LAV LAVATORY LH LEFT HAND L LENGTH LT LIGHT LW LIGHTWEIGHT LMS LIMESTONE LTL LINTEL LL LIVE LOAD LVR LOUVER LPT LOW POINT MH MANHOLE MFR MANUFACTURER MAS MASONRY MTL MATERIAL MAX MAXIMUM MECH. MECHANICAL MED MEDIUM MBR MEMBER MMB MEMBRANE MEf MEfAL M METER MM MILLIMETER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MULL MULLION NAT NATURAL NOM NOMINAL . `', , . 16�0 V�. MAIN S�REET CARMEL INDIANA 46032 � PTD PAPER TOWEL DISPENSER PAR PARALLEL PK PARKING PBD PARTICLE BOARD PTN PARTITION PVMT PAVEMENT PED PEDESTAL PERF PERFORATED PERI PERIMEfER PLAS PLASTER P.L. PLASTIC LAMINATE PL PLATE PG PLATE GLASS PW PLYWOOD PT PAINT PVC POLYVINYL CHLORIDE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAL FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PCC PRECAST CONCRETE PFB PREFABRICATED PFN PREFINISHED RAD RADIUS REF REFERENCE REFR REFRIGERATOR REG REGISTER REINF REINFORCE RESIL RESILIENT RET REfURN RA RETURN AIR RH RIGHT HAND ROW RIGHT OF WAY R RISER RD ROOF DRAIN RFG ROOFING RM ROOM RO ROUGH OPENING SFGL SAFEfI' GIASS SCH SCHEDULE SCN SCREEN STG SEATING SECT SECTION SHTG SHEATHING SHT SHEEf SG SHEET GLASS SIM SIMILAR SLDC SOLDIER COURSE SP SOUND PROOF S SOUTH S STONE SPEC SPECIFICATION SQ SQUARE ST PARKING LOT STRIPPING STD STANDARD SD STORM DRAIN SUSP SUSPENDED SYS SYSTEM TEL TELEPHONE N TELEVISION THK THICK THR THRESHOLD TOL TOLERANCE T TREAD 1YP TYPICAL UNFIN UNFINISHED UR URINAL VB VAPOR BARRIER VAR VARNISH VNR VENEER VERT VERTICAL VIN VINYL VB VINYL BASE VT VINYL TILE WSCT WAINSCOT WTW WALL TO WALL WH WATER HEATER WC WATER CLOSEf WP WATERPROOFING WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH W WEST W/0 WITHOUT WB WOOD BASE WI WROUGHT IRON N NORTH SYMBOLS USED AS ABBREVIATIONS NTS NOT TO SCALE OC ON CENTER ANGLE [ OPG OPENING PERPENDICULAR 1 OPP OPPOSITE CENTERLINE � OD OUTSIDE DIAMEfER CHANNEL C OH OVERHEAD ROUND, ALSO DIAMEiER� PNT PAINT PENNY d PNL PANEL PB PANIC BAR PROPERTY LINE R ENGINEER: KJG ENGINEERING, INC. 527 SAGAMORE PARKWAY W. WEST LAFAYETTE, IN 47�06 (765) 497-4598 N PROJECT LOCATION SCALE: NONE ION INDEX SYMBOL DATE BY SHEETS REVISED DESCRIPTION OF REVISION SHEET INDEX SHEET TITLE GUARDSHACK ARCHITECTURAL ' TITLE SHEET INDEX & VICINIIY MAP A001 ARCHITECTURAL SITE PLAN - GUARDSHACK A100 GUARDSHACK PLANS & SCHEDULES A101 GUARDSHACK EXT. ELEVATIONS, SECTIONS & ROOF PLAN GUARDSHACK STRUCTURAL S000 STRUCTURAL NOTES S100 FOUNDATION PLAN S200 FRAMING PLAN GUARDSHACK MECHANICAL M110 MECHANICAL PLANS & SCHEDULES GUARDSHACK PLUMBING P100 PLUMBING PLANS GUARDSHACK ELECTRICAL E100 ELECTRICAL PLANS ��,. � ��'11� BUILDING DATA �d;, HAMILTON COUMY BUILDING USE GUARDSHACK / BONA FIDE SERVANT QUARTERS AREA INFORi�lATION: PROPOSED AREA: 594 S.F. BUILDING H�GHT: 15'-11 1 /2" CONSTRUCTION IYPE: TYPE V-B C� Z Q �Z wo �Q �� w m� �jz F� Z Zg FW�— o oz�J �z a Q O w J �� W C� � o � Ua �Q v U c� Q DISCLAIMER: This Is an wiginal design, created by KJG Architec[ure, Inc. The concepts, Ideas, plans and details are the sole property of KJG Architecture, Inc. None ot the atorementloned shell be used by or disclosed to any person, tirm or organizatlon for any purpose witlwut the prlor wrltten permisslon ot KJG Archlteclure, Inc. PROFESSIONAL SEAL: `��u�u��,,� .��` J OHIy ''%, `��'�.,;�y ��STf,� � ''�--. � �� No. Fo�� ' - �I 9 600148� = � � �."� i � ;*4� ATE OF �; �C; �'.,� ��11DIA�'C,` \`�.`� �''��q,'�H I TE ��,,�', PROJECT DATE: 05-12-2015 No. DESCRIPI'ION: DRAWN DA1'E BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 DRAWING TITLE: SHEET INDEX & VICINITY MAP SHEET NUMBER: 15�� e� �� w PROPERTY LINE �.._._ -- -- -- -- -- --� � i I - ------- --- _ _ - _ __ __ - - - -- - --� i � " I � � II i, � � � �� _,,�� = I i :� I � , , � }_� �. I: ��I � � . a?"m :--a+a°'d%_ I � '� � I /. . . ,�-a�*�w. ( '" a�� I I, � . . . / .,. :�`a- I _� PROPERTY LINE _ - - - - - - - - - - - - , ; � i EXIST. � ,;; I �_ �� ' , �--- -- -- -- -- ,,�� i � � � � ( i i ��., '_ � I POOL ,,,, � � _ ' � �'� � � % � , , ---- ---- — __ , �'°Y• — - :\, _- i ,� . =��— ---�----------------------- � � __ — — ��. � » '� ,�< I � - - � „� .��: � ; 15 -0 REAR SETBACK �',. i - �-'� , f EXISTING � � ,� � r<; �,s„. � -,, ,< �' :;: ,�� ' i �� ,`: , , � � E ; y� �;�� -�. , ^, �� , � ! POOL HOUSE ,,,, , _ ,� � ,, ��. �� '_ ,.. .a � � ( = ,� ,, ,�;�, � ;� . � i r :. � , '� �r� � _ - , rF _ ,,^ ; s r ;' %'z, � : �, /, L - i . - t'% - / � � Vr, � i /: a9`�� ,�. i I t t r, : �- _ �. �'° `'' / ., ." , ... ._�; .; '�#io ��r . . � " -., �.i . ; ,, ;. / , ,� y . .. .ti ;. ,� . • r , . ��,. � . < , ,� A�.. � �:: � � � l � � v,, . . , rh Y. > . � . - , "" , i \ '_ .c� -, � ; i� � � - .y . 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I � � � � / . � i �. . : � ';i� / j/ , '/// ' � . � .... � . i . � , , �. . . . � � ... _. ._ .. ._ .. .. . . . � ', . .. . . t \ . � %:� , �" ' � 9t�; - � � . � � � �//� � - - " � � . � - _ - � . ' ' . t' � �.^7,"", � , - � ��- � I ,/ ,� % ,; . __ ' ,, , � � � ,� ,. , � , , � ,`, , , _ _ _ I �` ;, _ , ; , , i ,;: � ;,, � : _. , / _ , , , , �,,:. � :, � ��. , : �� . , , _ ., , � . _ ._ _ _ __. __ � = � . . ._ . . .. . �'.. . " ;. / ..-�\ \, Y /l � / ' ' .� \ .. . NOTE: ,! 1680 W. MAIN STREET = ��/r�.� i FUTURE BUILDING � / I ' � ,,.. - ' FUTURE WORK SHOWN ON ' . ' EXISTING RESIDENCE ' � " '� � '. WEST LOT IS NOT INCIUDED ; ;" „ ,,; � . � , _ w , ,,,, : I IN SCOPE OF THESE i ,, �> °,�: � I � ,. , ,.; � A , -;�,�F - _ I ' CONSTRUCTION DOUMENTS ,, '; I , ; i , „�, - . , � � � ,-_ i 3 ,i�', I . 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I ; ` ` � _ = - _ \ � _ o I ; '' � . � �� l � ,y a !`: � ,_, i � �. � �; �� r � � �J �;;;� t� WEST LOT �; : _ �� ,� �_ , � � �� ` '� ; t �� ` ' � ' TI IV �� I � I ` � � > ... ,� I EXIS NG DR EWAY ' PROPOSED - : I I I �� ; ,�,�� , ,: , Y , � � � . . � � ' , GIJARDSHACK � � � m „ , LOCATION � l i � ��,�� N ' ' � � I�I I � I ' o : `� NEW . . _ : ,, � � I �°-� o. �. ' .. CONCRETE i W � �. ': ,, DRIVEWAY ::: . f72'-t t" n O , y . O � .� ; � '.' ` ; I �I o � NEW LANDSCAPING � e � ' ° �� . D(ISTING DRIVEWAY TO ADJACENT RESIDENCE �. ,, ,';_ ,,, , �� : �� a� : �� R - a .,u � N <. ., � . , f j I � � � TO SCREEN MECH. ,-- � �; , I i URE SECURIIY GATES �,��, . � y' � h�,e, � �.>,, � , . _tiY � �`.,, .. .� /. .. � . . .. . � . . F �- __ , � � � � -: � " EQUIPMENT ; " (NOT IN SCOPE OF WORK) '` � � _ ` ;, I � ��" . . f�/( / . ,. _ k2F_ ' . . - � � " ��; Yj �/ 9 %�� I �`�>. T� J , � . � r'" l , I �, � k. � c,� ,�, � ; �� ,;; � � — �� \, \ / �� i � �� : � � � � � � � � , ,. �,. . . li i ! � ' �:- I . �. . � . � . . . ' �� , h ) � * � ��, . � � ' �� I '� �+2 ��' ' ' � .� / � . .. l , / � .� � � � � I \ i i i —� _ - � � , � � _ �_� . , . . . � � .. \ .. .. > f _ � _ _ I ��f � / 1 ' —�,_ � x ao � ��i�lr - I _ : ` _ _ _ .. ... �. � ,: � ;� � �� `� � '� � .�, , ;c, � � ,� � - I � � � � . J �I �./ / \':� .� ' . . . �I ..A ; , � ;�' EXISTiNG CREEK '; ` j i ' '`�;,a, ,c� � , � � � I � �;�� - I � ,' _ <' _ — I , � � � � � — — � � � ` _ '.i i«\ � � �� I —�__�� _ — r ,; , � ;; ,� 40'-0' FRONT SETBACK _ �'�' ` , :�';` , , , L ' , -------- ----- --- --- � ----------=---------.--=-------�--=--------- -- - -- -- -- -- - }. a � 1 -� �-" ' � � I' �� FUTURE CURB CUT 'NOT IN " �` �' �`, � , <� � - �.� THE SCORE OF THESE .. �- � ' ! , CONSTRUCTION DOCUMENTS. _ ,� � ,, ' _ — , — ' 1 - -- -- -- -- -- _- �_ --- - -- - -- -- `-�O�ER1Y UNE - -- - -- -- -- -- -- -- -- PROPERIY LINE W. MAIN STREET ARCHITECTURAL SITE PLAN - GUARDSHACK SCALE: 1 "=40'-0" �� SITE PLAN GENERAL NOTES: 1 THIS SITE PLAN IS FOR DESIGN INTENT ONLY. REFER TO CIVIL ENGINEERING DRAWINGS FOR ALL SITE LAYOUT AND ENGINEERING DATA. 2 ALL FINAL GRADES FOR PAVED AND EARTN SURFACES AND BUILDING FINISHED FLOOR ELEVATION SHALL BE ESTABLISHED BY CIVIL ENGINEER IN COORDINATION WITH ARCHITECT'S PLANS. ALL FINISHED GRADES AND ELEVATIONS INDICATED ON THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFlED BY THE CONTRACTOR AND CIVIL ENGINEER. CONTRACTOR OR CIVIL ENGINEERING SHALL NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND IN THE FIELD REGARDING FINISH FLOOR ELEVATIONS. 3 EXISTING GRADES FOR THE PROJECT ARE NOT KNOWN AND THE DESIGN HAS BEEN ASSUMED TO BE PLACED ON A FLAT SITE. REVISIONS REQUIRED IN FOOTING ELEVATIONS, FLOOR ELEVATIONS, RAMPS, STEPS, ETC., REQUIRED DUE TO EXISTING OR FlNAL GRADES SHALL BE COORDINATED BETWEEN THE CONTRACTOR, CIVIL ENGINEER AND THE OWNER. 4 THE CfIY ENGINEER'S OFFICE SHALL BE CONTACTED PRIOR TO POURING ANY RAMPS OR SIDEWALKS LOCATED ON THE ACCESSIBLE ROUTE TO ASSURE COMPWWCE WITH HANDICAP AND CITY REQUIREMENTS. THIS PROJECT MUST MEET THE REQUIREMENTS SEf FORTH BY THE UNIFlED SUBDIVISION ORDINANCE OF TIPPECANOE COUNTY. 5 THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL WATER COMPANY AND SHALL PROVIDE ALL MATERIALS AND LABOR AND PAY ALL COSTS NOT BORNE BY THE LOCAL WATER COMPANY TO PROVIDE A COMPLETE NEW WATER SERVICE. 6 THE PLUMBING CONTRACTOR SHALL CONSULT WITH THE LOCAL GAS COMPANY AND SHALL PROVIDE ALL MATERIALS AND LABOR AND PAY ALL COSTS NOT BORNE BY THE LOCAL GAS COMPANY TO PROVIDE A COMPLEfE NEW GAS SERVICE. 7 THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL POWER COMPANY AND SHALL PROVIDE ALL MATERIALS AND LABOR AND PAY ALL COSTS NOT BORNE BY THE LOCAL POWER COMPANY TO PROVIDE A COMPLETE NEW UNDERGROUND ELECTRICAL SERVICE. 8 THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL TELEPHONE COMPANY AND SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED THAT ARE NOT PROVIDED BY THE TELEPHONE COMPANY TO PROVIDE A NEW TELEPHONE SERVICE. 9 10 EXTERIOR SANITARY SEWER PIPING SHALL BE APPROVED PIASTIC. SLOPE SHALL BE IN ACCORDANCE WITH CODE. UNDERGROUND WATER SERVICE SHALL BE TYPE "K" SOFf COPPER WITH NO JOINTS FROM WATER METER P(T INTO BUILDING. 11 THE INCOMING WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM OF 54" OF COVER. 12 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT UMITED T0: SITE UT1LITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, EfC., DESCRIBED AS PART OF A COMPLEfE SYSTEM ON CML ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILIlY COMPANIES TO DEfERMINE WHICH C O M P O N E N T S A R E P R O V I D E D B Y THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AND LABOR NOT PROVIDED BY UTILJIY COMPANIES AND SHALL PAY ALL COSTS NOT BORNE BY THE UTILmES. 13 ELEVATION OF FINISHED FLOOR TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE UNLESS NOTED OTHERWISE. ANY WOOD WITHIN 8° OF FINISHED GRADE SHALL BE PRESSURE-TREATED. SITE PLAN INFORMATION: ZONING CLASSIFICATION: S-1 (PER HAMILTON COUNTY G.I.S. INFORMATION) MINIMUM BUILDING SETBACKS: (PER CIiY OF CARMEL ZONING ORDINANCE� FRONT YARD SEfBACK = 25'-0� BEHIND FRONT SEfBACK LJNE OR 25'-0" BEHIND FRONT LJNE OF HOUSE, WHICHEVER IS GREATER. SIDE YARD SEfBACK = 20'-0' (FOR ACCESSORY BUILDINGS) REAR YARD SEfBACK = 15'-0" (FOR ACCESSORY BUILDINGS) PROJECT SCOPE: THE PROPOSED GUARD HOUSE WILL BE LOCATED IN THE SOUTH-EAST QUADRANT OF THE EAST LOT. A DEVELOPMENT STANDARDS VARIANCE APPLICAT10N HAS BEEN FILED TO ALLOW CONSTRUCTION OF THIS ACCESSORY BUILDING IN FRONT OF THE PRII�IARY RESIDENCE. V z � �Z wo �Q �� ~Zw � F � Z Z Q �, W � o oz�� z a Q O W . J � � � W � � O � W Q � Q UU c� Q DISCLAIMER: This is an original deaign, er�ted by KJG Architecture, Inc. The concepts, ideas, plans and details are the sole property of KJG Nchllecture, Inc. Norre of the eforementioned shell be used by a diseloaed to any peroon, tlrm or organization fa any purpoae wlthout the prlor wrltlen pertnlsslon o1 KJG Architecture, Inc. PROFESSIONAL SEAL: ```��u�u��u��,� ,.��` J OHN ''�,, `.��'y G1STF �' �%�� ; �/� �,��`�.,�'o =, = �960014� _ ; �k �. STA OF � j� �' �'. �k�,��bDIA�'C,` �.`� ��'' � �q ,' Q C H i � T E � � � , , � `�`. PROJECT DATE: 05-12-2015 No. DESCRIPTION: DRAW:�i DA1'E BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 ACS/BVG DRAWING TITLE: ARCH ITECTU RAL SITE PLAN - GUARDSHACK SHEET NUMBER: DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE MARK ROOM SET REMARKS FIRE ELEV. SIZE �yPE FINISH GLAZING ELEV. TYPE FINISH NUMBER �TING WIDTH HEIGHT 100 LIVING D1 (2) 2'-9" 7'-0" WD ST G1 F1 WF P1 1.0 101 R.R. D2 3'-0" 7'-0" WD P1 - F2 WF P1 2.0 103 MECH. D2 3'-0" 7'-0" WD P1 - F2 WF P1 3.0 104A GARAGE D2 3'-0" 7'-0" WD P1 - F2 WF P1 4.0 1046 GARAGE D3 9'-0" 7'-0" OHD PRE - F3 WF P1 5.0 0 i � DOOR ELEVATIONS 2'-9" 2'-9" � 0 � � ;� 3'-0" � ❑ ❑ 0 i � ^ 9'-0" ELEV. D1 ELEV. D2 ELEV. D3 DOOR & FRAME SCHEDULE LEGEND: DOOR TYPES: FINISH TYPES: WD WOOD DOOR ST1 1 STAIN COAT, SHERWIN WILLJAMS, 3 SEALER OHD OVERHEAD GARAGE DOOR TO MATCH MAIN COATS, SHERWIN WILLIAMS. HOUSE p� PAINT , 1 PRIMER COAT & 2 FlNISH COATS FRAME TYPES: MANUFACTURER: SHERWIN WILLIAMS, COLOR: WF SOLID WOOD, FIELD FRAMED AS SELECTED BY OWNER PRE PREFINISHED BY MANUFACTURER GLAZING TYPES: G1 1" INSULATED TEMPERED SAFETY GLAZING FRAME ELEVATIONS WINDOW SCHEDULE MARK ELEV. SIZE FRAME G PIEG REMARKS WIDTH HEIGHT TYPE FINISH A W1 2'-6" 3'-8" ACW PRE G2 B W2 5'-0" 3'-8" ACW PRE G2 WINDOW ELEVATION� � i � � i ih I5'-0° � � ELEV. W1 ELEV. W2 WINDOW SCHEDULE LEGEND: FRAME TYPES: ACW ALUMINUM CLAD WOOD CASEMENT WINDOW BASIS OF DESIGN: PELLA ARCHITECT SERIES GLAZING TYPES: G2 LOW-E INSULATED GLASS FINISH TYPES: PRE PREFINISHED BY MANUFACTURER. COLOR AS SELECTED BY OWNER ELEV. F1 ELEV. F2 ROOM FINISH SCHEDULE ROOM ROOM FLOOR WALLS CEILING N0. NAME NORTH EAST SOUTH WEST FINISH BASE MTL. FIN. MTL. FIN. MTL. FIN. MTL. FIN. MTL. FIN. 10 LIVING STC WD GB1 P1 GBt P1 G61 P1 GBt P1 GB1 P1 101 R.R. STC WD GB2 P1 G61 P1 G61 P1 GB1 P1 GB1 P1 102 KITCHENETTE STC WD G61 P1 G61 P1 G61 P1 GB1 P1 GB1 P1 103 MECH. STC WD GB1 P1 G61 P1 GB1 P1 G61 P1 G61 P1 104 GARAGE SC VCB GB1 P1 GB1 P1 GB1 P1 G61 P1 G61 P1 INTERIOR FINISHES: FLOOR MATERIAL STC - STAINED CONCREfE, COLOR AS SELECTED BY OWNER SC - SEALED CONCREfE BASE TRIM VCB - COMMERCIAL GRADE, 4° VINYL COVE WALL BASE, ROLL MANUFACTURER: JOHNSONITE, COLLECTION: TRADITIONAL WALL BASE COLOR: 40 BLACK WB - 6" WOOD BASE TRIM, PROFILE & COLOR AS SELECTED BY OWNER WALL MATERIAL GB1 - 5/8" GYPSUM WALL BOARD GB2 - 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD WALL FINISH P1 - WALL PAINT , 1 PRIMER COAT & 2 FINISH COATS PAINT MANUFACTURER: SHERWIN WILLIAMS, COLOR: AS SELECTED BY OWNER CEILING MATERIAL GB1 - 5/8" GYPSUM BOARD CEILING FINISH P1 - WALL PAINT , 1 PRIMER COAT & 2 FINISH � COATS PAINT MANUFACTURER: SHERWIN WILLIAMS, COLOR: AS SELECTED BY OWNER FIRE RATING : u:: `� �c i � DOOR HARDWARE SCHEDULE: ET: 1.0: DOOR 100 6 HINGE 2 FLUSH BOLT 1 DUST PROOF STRIKE 1 HANDLESET 1 HANDLESET (DUMMY) 2 DOOR STOP 1 THRESHOLD 1 GASKETING 2 SWEEP 2 ASTRAGAL SET: 2•0: DOOR 101 3 HINGE 1 CYLINDRICAL LOCK (PRIVACY) 1 WALL STOP 3 SILENCER TA2314 4-1/2" X 4-1/2° 555 570 926 PED X PALLADIAN X MATCH EXISTING KEY SYSTEM 98 PED X PALLADIAN 528 171D ES14L S773D 315DN 305DN iA2714 4-1/2" X 4-1/2" MO 4302LN 406 / 409 (TYPE AS APPLICABLE) 608 / 609 (TYPE AS APPLICABLE) US10B MK US106 RO US10B RO 613 YA 613 YA ANT RO PE PE PE PE US26D MK 626 YA US32D RO RO SET: 3.0: DOOR 103 3 HINGE TA2714 4-1%2" X 4-{d`2" US26D MK 1 CYLINDRICAL LOCK (STOREROOM) MO 4305LN X MATCH EXISTING KEY SY�TEM 626 YA 1 DOOR STOP 528 ANT RO 3 SILENCER 608 / 609 (TYPE AS APPLICABLE) RO - � � � I I,'' , � � i �! � �I � � ❑ � SET: 4.0: DOOR 104A 3 HINGE TA2314 X NRP 4-1/2" X 4-1/2° US26D MK 1 CYLINDRICAL LOCK (ENTRY) MO 4307LN X MATCH EXISTING KEY SYSTEM 626 YA 1 SURFACE CLOSER PR3301 689 YA 1 WALL STOP 406 / 409 (TYPE AS APPLICABLE) US32D RO 1 THRESHOLD 171A ES14L PE 1 GASKETING 303APK PE 1 SWEEP 315CN PE SET: 5.0: GAR,4GE DOOR 1 GARAGE DOOR OPENER W/ DOOR SAFETY SENSORS 2 REMOTE OPENERS 1 WALL-MOUNTED DOOR OPENER SWITCH MK - MCKINNEY RO - ROCKWOOD YA - YALE PE - PEMKO �o a� - . __ - - - _ _ ---- _ _ . � � � I � -J GARAGE 104 GB1 +9'-0" RCP LEGEND �c2 +�e'-0 � MATERIAL/CEILING HEIGHT (A.F.F.) � 0 RECESSED LIGHT FIXTURES. SEE ELECTRICAL PLANS. � VANITY LIGHT FIXTURE. SE� ELECTRICAL PIANS. __��__� � RECESSED EXHAUST FAN OR GRILLE WITH LIGHT. SEE MECHANICAL PLANS. � HVAC SUPPLY AIR DIFFUSER. SEE MECHANICAL PLANS. '�a HVAC RETURN AIR GRILLE. SEE MECHANICAL PLANS. 0 � MECH. 103 GB1 +9'-0" ; • � �., � .. � KITCHENETTE � io2 � G61 +9 -0 ��, u .. . G61 +9'-0' � � LIVING SPACE 100 .. 0 � N 2 REFLECTED CEILING PLAN A100 SCALE:1/4"=1'-0° �'_R" �'_R° ❑� � � N � BUILDING PLAN A100 SCALE: 1/4"=1'-0" GROSS AREA: 594 S.F. GENERAL NOTES: 1. WRITTEN DIMENSIONS OF THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS, THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ON THE JOB SITE. THIS OFFlCE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DOCUMEMS. 2. ALL DIMENSIONS ARE TAKEN TO THE STUD LINE AT OUTSIDE WALLS, CENTERS OF POSTS, AND CENTERS OF DOOR AND WINDOW ROUGH OPENINGS. 3. ALL FEDERAL, STATE, LOCAL AND SUBDMSION CODE, ORDINANCES, REGULATIONS, COVENANTS, EfC. SHALL BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED OR IMPLIED WHERE SAME ARE AT VARIANCE. 4. ALL ELECTRICAL WORK, EQUIPMENT, MATERIALS, INSTALLATIONS, AND SYSTEMS SHALI. BE FURNISHED, INSTALLED, AND COMPLEfED IN STRICT ACCORDANCE WITH ALL PROVISIONS SEf FORTH IN THE NATIONAL ELECTRICAL CODE, CURRENT EDITION, AS PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION. 5. ALL PLUMBING FIXTURES, WORK, EQUIPMENT, MATERIALS, INSTALLATIONS, AND SYSTEMS SHALL BE FURNISHED, INSTALLED,AND COMPLEfED IN STRICT ACCORDANCE WfTH ALL PROVISIONS SEf FORTH IN THE PLUMBING RULES AND REGULATIONS, CURRENT EDmON, AS PUBLISHED BY THE INDIANA DEPARTMENT OF FlRE PROTECTION AND BUILDING SAFEfY. 6. THE FLOOR SHALL HAVE A FLAT FLOOR FINISH AS FOLLOWS: HARD CLOSED SMOOTH SURFACE THAT HAS A MAXIMUM OF 1/8" GAP UNDER A 10'-0° STRAIGHT LJNE. 7. PROVIDE SLEEVES FOR ALL OPENINGS, SUCH AS BUT NOT LIMITED TO GAS, WATER, SEWER, ELECTRIC, EfC. IN FOUNDATION WALL TO SEPARATE PIPE FROM MATERIAL. 8. IT SHALL BE THE CONTRACTORS RESPONSIBILIIY TO INFORM KJG ARCHITECTURE, INC. OF ANY UNSAFE ITEMS OR CODE VIOLATIONS, BOTH STATE AND LOCAL PRIOR TO THE START OF CONSTRUCTION. 9. THE CONTRACTOR SHALL VERIFY ALL PLUMBING, MECHANICAL, ELECTRICAL, REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY PROBLEMS PRIOR TO THE START OF CONSTRUCTION. 10. IF FlELD CONDITIONS EXIST THAT REQUIRE ALTERATIONS TO THESE PLANS, KJG ARCHITECTURE, INC. MUST BE NOTIFIED AT ONCE AND BEFORE ANY FURTHER CONSTRUCTION TAKES PLACE. 11. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 12. ALL WORK MUST COMPLY WITH THE 2005 INDIANA RESIDENTIAL CODE (2003 INTERNATIONAL RESIDENTIAL CODE WITH 2O05 INDIANA AMENOMENTS) 13. ALL D(TERIOR WINDOWS AND DOORS SHALL BE SEALED AND WEATHERSTRIPPED. SHEET NOTES: 1. PRODUCT MANUFACTURES LISTED ON DRAWINGS ARE DEfERMINED TO BE FOR BASIS OF DESIGN. 2. ALL COLOR SELECTION ARE TO BE SUBMITTED TO THE OWNER FOR FINAL APPROVAL. 3. SEE SHEET A100 FOR GENERAL CONSTRUCTION NOTES. 4. SEE MECHANICAL SHEET FOR SUPPLY AIR AND RETURN AIR GRILLE PLACEMENT. 5. SEE ELECTRICAL LIGHTING SHEET FOR ELECTRICAL FlXTURES AND PLACEMENT. 6. ALL LIGHTING SHOWN ON THIS SHEET WAS TAKEN DIRECTLY FROM ELECTRICAL PLANS, DESIGNED AND ENGINEERED BY OTHERS. IT SHALL BE ELECTRICAL ENGINEERS RESPONSIBILIIY TO MEEf ALL CODES AND LIGHTING REQUIREMENTS. WALL TYPES FIBER CEMENT BOARD SIDING 3-5/8" STONE VENEER W/ 1-1/2° XPS (R7.5) CONTINUOUS MASONRY TIE 0 16" O.C. EA. WAY INSULATION 1" AIR GAP MIN. HOUSEWRAP 1-1/2" XPS (R7.5) CONTINUOUS OVER 7/16" OSB INSULATION SHEATHING HOUSEWRAP OVER 7/16" OSB 2x4 WOOD STUD EXTERIOR SHEATHING � 16" O.C. 2x4 WOOD STUD R-13 (3 1/2") � 16" O.C. BATT INSUL. R-13 (3 1/2'� 5/8" GYP. BD. BATT INSUL. BRICK LEDGE (BELOW) � 5/8" GYP. BD. 5/8" TYPE 'X' GYP. BD. ONE SIDE (WARM SIDE) 5/8" TYPE 'X' GYP. BD. ONE SIDE (WARM SIDE) OF 2x4 WOOD STUD � 16" O.C. w/ R-13 (3-1/2'� OF 2x4 WOOD STUD � 16" O.C. w/ R-13 (3-1/2'� BATf INSULATION w/FIBER CEMENT BOARD SIDING BATT INSULATION w/STONE VENEER w/ MASONRY OVER 1-1/2" XPS CONTINUOUS INSULATION OVER TIES � 16" O.C. HORIZ. & VERT., 1" MIN. AIR GAP, BUILDING WRAP OVER 7/16" OSB EXTERIOR 1-1 /2" XPS CONTINUOUS INSULATION OVER BUILDING SHEATHING ON OPPOSITE SIDE. WRAP OVER 7/16" OSB EXTERIOR SHEATHING ON OPPOSITE SIDE. W� WALL KEY W2 WALL KEY � EXTERIOR WALL -� DCfERIOR WALL 2x4 WOOD STUD � � �i„ O.�/. ACOUSTIC BATT INSUL. 5/8" GYP. BD. 2x4 WOOD STUD � � Vp O.�/. 5/8" GYP. BD. /8" GYP. BD. BOTH SIDES OF 2x4 WOOD STUD � 5/8° GYP. BD. BOTH SIDES OF 2x4 WOOD STUD � 6" O.C. w/ ACOUSTIC BATT INSULATION 16" O.C. WALL KEY INTERIOR WALL 2x6 WOOD STUD � 16" O.C. ACOUSTIC BATT INSUL. 5/8" GYP. BD. 5/8" GYP. BD. BOTH SIDES OF 2x6 WOOD STUD � 16" O.C. w/ ACOUSTIC BATT INSULATION INTERIOR WALL -� ill :fI�C�T:T,7:n� V z � �Z Wo �Q �� w � � (j Z F� Z ZQ H �, w � o oz� J �z aQ � W . J �� o� � U a � Q U v r U Q DISCLAIMER: This is an aiginal deslgn, created by KJG Architecture, Inc. The concepts, Ideas, plans and defalis are the sole property of KJG Architecture, Inc. None M the ffiorementioned shell be used by or disclosed to any person, tirm or organizetion for any purpose without the prlor written permisslon oi KJG Architeeture, Ine. PROFESSIONAL SEAL: ��,,, � � � � � � � �,,,,,, ,,.��` J OHIy '��%, y„�..� , `.��V�° G1STF,4� `C+�,�''. ��;�NO.FO��; = � 9 60014�j = __ __ ;�k�. STA OF fl�; .� . �'.,�� .,,�NDIAl1�r'` .`�� ,,,�q�,�H ��TE��,. PROJECT DATE: 05-12-2015 No. DESCRIPITON: DRAWN DA1'E BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 ACSIBVG DRAWING TITLE: GUARDSHACK PLANS & SCHEDULES SHEET NUMBER: FIBER-CEMENT HORIZONTAL IAP SIDING 12" DECORATIVE ROUND GABLE LOUVER VENT, PAINT TO MATCH ADJACENT SIDING �, 9'�-�.1 1/8" A.F.F. R S BEARING ALUMINUM DOWNSPOUT TO MATCH GUTTERS �� 0'-0" �ISHED � i M 12 12� � � N �'� .� � �, �� . ::::::::::::::::.►� :::::::::::::::::::::: I�;� eos��o�� t��•��1%�� 5 1/2° FIBER --� CEMENT BOARD TRIM WINDOW PER SCHEDULE 5 EAST EXTERIOR ELEVATION A101 SCALE:1/4°=1'-0° FIBER-CEMENT HORIZONTAL LAP SIDING 12" DECORATIVE ROUND GABLE LOUVER VENT, PAINT TO MATCH ADJACENT SIDING 9'-1 1/8" A.F.F. �S BEARING � ��-��n �FINISHED � i cV 12 �12 0 i � ALUMINUM DOWNSPOUT ��CONCREfE I 9�-On ,� � GARAGE DOOR TO MATCH GUTTERS SPLASH BLOCK PER SCHEDULE 3 WEST EXTERIOR ELEVATION A101 SCALE:1/4"=1'-0" 30 YR. MIN. WARRANTED CLASS A RATED ASPHALT ROOF SHINGLES OVER - CONTINUOUS RIDGE VENT 30 YR. MIN. WARRANTED - CLASS A RATED ASPHALT ROOF SHINGLES CONTINUOUS 4" K-STYLE - ALUMINUM GUTTER 9 1/4" FlBER-CEMENT � TRIM BOARD FIBER-CEMENT BOARD SIDING WITH VERTICAL BATTEN STRIPS � 12" O.C. 10" DECORATIVE PVC COLUMN W/ 12" BASE - BRICK SILL TO MATCH EXISTING HOUSE -� STONE BASE TO MATCH EXISTING HOUSE ALUMINUM DOWNSPOUT - TO MATCH GUTTERS CONCRETE SPLASH BLOCK, - TYPICAL AT ALL DOWNSPOUTS 30 YR. MIN. WARRANTED CLASS A RATED ASPHALT ROOF SHINGLES OVER - CONTINUOUS RIDGE VENT 30 YR. MIN. WARRANTED - CLASS A RATED ASPHALT ROOF SHINGLES 9 1/4" FlBER-CEMENT -� TRIM BOARD CONTINUOUS 4" K-STYLE- ALUMINUM GUTTER FIBER-CEMENT BOARD SIDING WITH VERTICAL BATTEN STRIPS � 12" O.C. 10" DECORATIVE PVC COLUMN W/ 12° BASE - BRICK SILL TO MATCH EXISTING HOUSE � STONE BASE TO MATCH EXISTING HOUSE ALUMINUM DOWNSPOUT � TO MATCH GUTTERS CONCRETE SPLASH BLOCK- 1 �'-�' ��: ��^ -- h '12" �.C. � �-L � 1-I �I _� ..,I � �_�'. _ . �'.. . I.L. �I. i �� _ ��-I�i� J-� I �I l--'1-�I I�� !�i � I .�� _ � _._I.� �� _ _ _ , �,- ' �-, �� , � �� I -I � _ ,�-��;��! '�L�--�� i , � ` �:.� �� L � �, i _ _l I _� �� I � i I � 1� I� - � � 1� � _ _ _ _ , ' , _ '��_ �, �_I ! � _ {,'. �� . .- , - u , ��;L �,� ' � �� U�� ' ' . � ��,�i 1 __�1 �_i� ' ' �_ � �� '� - -- , -- ' � ;JyJ L��I ��11��_�I__llJ1 � i , , � i ' I � I I � � � �I ; ' _L _ _ � `a � � I� �� _l�_1� ' � I ' ; , �� i i � - � _ � . ; i� � I � _ �� :_L�.l_ iLL_� ,�_Li� _��-v . . --- -- i'- � i I I I i' i i I - -_ - -- __ - - - � � t I i � . " �� -_ ---_-� -�__-- - - - - -- i - � - � � - �� - ;� i� , I i �� i II �� Ii � � � �; �� i� � � � � �� ' �il � � , � il� II, � i I i � � � � � Ii III i ! �� i i �I - - I I � � r I _ �� '' i ' '�'' ' , ' �' ! �� ' � i i I� li �i i� ;' �� i � , i , � � i Ii ; I � � ;II � � � � � I � � �,� � �� . � � I � � i i � _ __ .. _ .-�� =_ -�-- - , - �-�- - - - � �'<� _ rt,;_ _ _ - �� - I� � � �� r - - J � � _ �!_ , -' - _ - � _; �f , ,�,� �� ( � � , J,_ - �-� - -_ - ii �r h i �� , � (� � � � � � `��' � � �� _ � � ��:,� �� a - ��, - - - � � � - - - � �� - - - - - - _ _ _ _ � � _ _ , �,_ �---� �,� �� , _ -,�� ; = � --� � ._� ALUMINUM DOWNSPOUT ALUMINUM DOWNSPOUT CONCRETE SPLASH BLOCK, WINDOW PER 5 1/2" FIBER TO MATCH GUTTERS TO MATCH GUTfERS TYPICAL AT ALL DOWNSPOUTS SCHEDULE CEMENT BOARD TRIM �� ! I �� ' i�J---' / ; i' ,� , i ;' �I FIBER-CEMENT HORIZONTAL LAP SIDING 12° DECORATIVE ROUND GABLE LOUVER VENT, PAINT TO MATCH ADJACENT SIDING DECORATNE COLUMN TO � ENTRY DOORS MATCH EXISTING HOUSE PER SCHEDULE CONTINUOUS K-STYLE � � � � � ALUMINUM GUTTER ^ �- - - -=� LINE OF FRIEZE BOARD AT COLUMNS. DOWNSPOUT W/ CONTINUOUS K-STYLE A�o� -��, DOWNSPOUT W/ I � DOWNSPOUT W/ SEE ELEVATIONS SPLASH BLOCK ALUMINUM GUTTER SPLASH BLOCK o� '•- SPLASH BLOCK ,12/12 12/12� i r �-��. - - - - - - - - . - c° - - �'- - � - - - - -,�� -�--- --- - ---- _ �, ,� _ �� ,:. _ . � _. _.. � , � , _ � , � 3'-1 1/2° . _. __ _.. - - -- - --- --- -- -- _- � , _ __- - -- -- - ,� � �- � .. i � �, _ �'}� �/z° � � o ��, ,;� � �'-� aX2' f..: i 412/12 CONTINUOUS A�oi �� 'y � ; RIDGE VEM � .\ , �. , � i � , . _ � _... . i_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� MAKE-UP � }. .. i AIR VENT, �. {. i 12/12 SEE MECH. 7 � 3'-1 1/2": i � A'i 01 �. �.. . i MECHANICAL � L -. .- _ . -.- -.T _ _ EXHAUST VENT. .- T _ -. .-4° VTR.- t.T -. .- . _.T . . . . T T - T . _ _ _ j � � : : T.T.-. T . . . . . . . - T.T _ T . - - _ _ _ _ T. . T.T. . __ /4101 _ _... � .. . _. _ .. _ _ __ _ _ /. l . .... _ _ 11 r 1� n, o, �"'-�------- - -------µ -- - - --.----.-_----�".... � ..F r� . . .. .... .. . . .. ... . .. . - .. ..... ....f� ... . . ... ...... . .... .. ... . .. ... ..W . . ... H . . ._ �DOWNSPOUT W/ SPLASH BLOCK ROOF PLAN SCALE: t/4"=1'-0" CONTINUOUS K-STYLE ALUMINUM GUTTER �� I� DOWNSPOUT W/ SPLASH BLOCK ILDING FOOTPRINT DOWNSPOUT W/ SPLASH BLOCK 4 SOUTH EXTERIOR ELEVATION A101 SCALE: 1/4"=1'-0" BRICK SOLDIER COURSE � i1_ u�' C��_� I- ��` i i� .-��- ', � � �__ � � �� i�L � �_ L � � , � I� _ � ', ' � �� - L - � � � _��_ I I � � � I� � � '� _ ��__� l�_,1 �'��i _ :.i�-� , � , � � ! ` ' ' , ! j ' �i,!�! U_�� , �_1�_� ,1 �_�_ i '_; _;- � _, lll�lU �' i_ i I�! � i_ �' '� !�, � i� ��_ - - - � � , - �� , � � � , � �� _ � ;�� - � -� � � � 1 - _ �, � � , � _ �T � �� '� �-!i', � I,I � �� I � ��``� � ' �``1 �� '�� I ��-� � � � �� (� � ,' � � i � � i �/i ,�'� � ' � � i �, � � ,� � � , _ C1L_.__ �i I �i ��I �� _ _-�� I �� r �� '� �' �' � � � � � , � � I �� I' I i � ��1� � -� �� _ � , ,� I ,i. � , � a �� . � �� E �� __J� � _ � _ � _ _ � � i , ,_ �- _ - - - _ _ � , _, -��. ��-; � �� .,� =` - - - � , � � �� _ -_ _ � , � �--� - _ � - - - � ; _� � T-�� ' `,�--��,� � � ��. s �� 1 �- � , .. _ , ,� � - - I- - � - _ _ _ -BRICi( STACK WINDOW PER 5 1 f2" FIBER CEMENT BOARD WINDOW PER CONCRETE SPLASH BOND SCHEDULE IRIM, TYPICAL AT ALL WINDOWS SCHEDULE BLOCK, TYPICAL AT ALL DOWNSPOUTS 2 NOF�TH EXTERIOR ELEVATION A101 SCALE: ?,14°=1'-0" 11 RAKE DETAIL A101 SCALE: 1/2"=1'-0" KEEP NAILS ��- 6" MIN. FROM CENTERLINE � � OF VALLEY 36" ROLL OF o 0 ICE & WATER / SHIELD CENTERED � ON HIP ; EXTEND ' SHINGLES 12" MIN. BEYOND � ; a- CENTERLINE , �'" OF VALLEY ' �� , ALTERNATE LAP --� OF COURSE FROM EACH SIDE QF VALLEY ' EAVE FLASHIING � ' � FASCIA - � �� o �fALLEY DETAIL A101 SCALE:3/4"=1'-0" 9'-1 1/8" ,` TRUSS BEARING 1'-7 1/2" -1 1 /2" - _ 0'-0" FINISHED FLOOR ALUMINUM DOWNSPOUT TO MATCH GUTTERS _ 9'-1 1/8" � TRUSS BEARING 12" DECORATIVE ROUND GABLE LOUVER VENT, PAINT TO MATCH ADJACENT SIDING 0'-0" ,� FlNISHED FLOOR ALUMINUM DOWNSPOUT TO MATCH GUTTERS �2 � 12 �0 23 ,/?� 24 �� 9 33 \ n�c ' 2° s'-> >/s° � � g TRUSS BEARING ' 18 6 1/2" 17 9 ROOF EAVE DETAIL A101 SCALE:3/4"=1'-0" ROOFING 30# FELT WOOD TRUSS� EXHAUST/VENT STACK ON BACK SIDE OF BUILDING PIPE BOOT WITH RUBBERIZED COLLAR OSB SHEATHING....,% % � //%%%%%///�i'.�%/y%/%%rl'//,G//%rl�'%//y%%%%%%%%%%%%%%%%%%% . � , � , j . , �. � , � � � � � � � � . . CORRUGATED PLASTIC RIDGE VENT FOLDS OVER RIDGE, CONFORMING TO SLOPE OF ROOF. �6" OSB � SHEATHIN6 ��Y// MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH PLASTIC VENT, MATCH SHINGLE COLOR. f ROOFING �,� 30# FELT / � WOOD TRUSS � � RIDIGE VENT DETAIL A101 SCALE:3/4"=1'-0" 6 TY. WALL SECTION A101 SCALE:1/2"=1'-0" GENERAL NOTES: 1. PRODUCT MANUFACTURES LISTED ON DRAWINGS ARE DETERMINED TO BE FOR BASIS OF DESIGN. 2. ALL COLOR SELECTION ARE TO BE SUBMITTED TO THE OWNER FOR FlNAL APPROVAL. 3. SEE SHEET A100 FOR GENERAL CONSTRUCTION NOTES. 4. SEE MECHANICAL SHEEf FOR SUPPLY AIR AND REfURN AIR GRILLE PLACEMENT. 5. SEE ELECTRICAL LIGHT1NG SHEE7 FOR ELECTRICAL FIXTURES AND PLACEMENT. 6. ALL LIGHTING SHOWN ON THIS SHEEf WAS TAKEN DIRECTLY fROM ELECTRICAL PLANS, DESIGNED AND ENGINEERED 8Y OTHERS. IT SHALL BE ELECTRICAL ENGINEERS RESPONSIBILJTY TO MEET ALL CODES AND LIGHTING REQUIREMENTS. 7. VENTING REQUIREMENTS ARE 1/150. CONTRACTOR TO VERIFY RIDGE VENT SELECTED WILL PROVIDE ADEQUATE VENTING. OTHERWISE, ADD BOX VENTS AS REQ'D. ON BACKSIDE OF BUILDING. 8. ALL WOOD IN CONTACT WITH CONCREfE SHALL BE PRESSURE TREATED. 9. TAPE ALL HORIZONTAL AND VERTICAL JOINTS PER MANUFACTURERS RECOMMENDATION, INCLUDING PENEfRATIONS AND AT OPENINGS. SECTION KEYNOTES: 1.❑ CONCREfE FOOTING/FOUNDATION, SEE STRUCTURAL DRAWINGS. 2�. WELL COMPACTED OR UNDISTURBED SOIL. 3�. 2" RIGID INSULATION 4�. R-7.5 (1 1/2'� XPS CONTINUOUS RIGID INSULATION 5�. 4" MIN. GRANULAR FILL OVER 10 MIL. VAPOUR BARRIER 6�. CONCRETE SLAB, SEE STRUCTURAL DRAWINGS. 7�. BASE BOARD TRIM. STYLE BY AS SELECTED BY OWNER. 8�. 2x SILL PLATE, ANCHOR PER STRUCTURAL. 9❑. 2x FRAMING � 16" O.C., REFER TO STRUCT. 10. 2x DOUBLE TOP PLATE 11. 5/8° GYP. BD. 12. BUILDING WRAP OVER 7/16" SHEATHING 13. R-13 MIN. (3 1/2") BATT INSULATION 14. 5/8" GYP. BD. CEILING 15. FlBER-CEMEMT BOARD SIDING WITH VERTICAL BATTEN STRIPS � 12° O.C., HARDIEPANEL OR APPROVED EQUAL 16. HARDIEfRIM BOARD NT3 OR APPROVED EQUAL 17. EAVE OVERHANG SOFFfT: PROVIDE HARDIESOFFIT VENTED PANEL OR APPROVED EQUAL AT ALL EAVE OVERHANGS W/REQ'D. CHANNELS & ACCESSORIES FOR COh�PLETE INSTALLATION AS SPECIFIED BY MFR. COLOR SELECTED BY OWNER. 18. 2X8 ALUMINUM CIAD FASCIA BOARD 19. CONTINUOUS 4" K-STYLE ALUMINUM GUTTER AS INDICATED ON ELEVATIONS. COLOR SELECTED BY OWNER. 20. CONT. ALUM. DRIP EDGE. COLOR SELECTED BY OWNER. 21. INSULATION BAFFLE: MAINTAIN 1 1/2° MIN. AIRSPACE BELOW ROOF DECK AT ALL EAVES, TYP. 22. FLASHING PER STONE MFR. STANDARDS. 23. PRE-ENGINEERED ROOF TRUSS, REFER TO STRUCTURAL 24. 30 YR. MIN. WARRANTED CLASS A RATED ASPHALT ROOF SHINGLES OVER 30# FELT PAPER, OVER 3/4" OSB ROOF DECKING. 25. R-38 MIN. INSULATION 26. BRICK ROWLOCK SILL 27. 3" STONE MASONRY OVER 1" MIN. MORTAR CAVITY, INSTALL PER STONE MFR. STONE TO MATCH EXISTING HOUSE. 28. THROUGH WALL FLASHING, INSTALL PER STONE MfR. 29. 4X4 COLUMN. SEE STRUCTURAL 30. NOT USED. 31. 2X4 OUTRIGGERS PER STRUCTURAL 32. 10" DECORATNE PVC COLUMN WRAP 33. ATTACH WOOD 2X4 TO ADJACENT ROOF TRUSS TO ACHIEVE SLOPE SHOWN. 34. GROUT SOLID UP TO FlNISHED FLOOR. 35. WEEP VENTS � 24" O.C. 36. MORTAR NET 37. CONCRETE SPLASH BLOCK 0 DOWNSPOUT 38. FlBER-CEMEMT BOARD SIDING (HARDIEPANEL OR APPROVED EQUAL) OVER 7/16" SHEATHING OVER 2X BULKHEAD FRAMING � 16° O.C. V z � �Z Wo �Q �� m � � Z w � H z zQ H �, W � p o z � J � z a � O W . � t�� o� � U a � Q v U c� Q DISCLAIMER: This fs an original design, created by KJG Architeeture, Inc. The concepts, idas, plans and details are the sole property of KJG Archftecture, Inc. Norre of the aforementioned shell be used by or disclosed to any person, firm or oiganizetlon for any purpose without the prlor written permisslon o1 KJG Archlteclure, Ine. PROFESSIONAL SEAL: ��u��,,,, ,,.��`� J OHN '�%,, yr G , ;,��,�.�'��sTF �...Cb'-,; ; �c; � No. �O �� . - � 9 60014�: - ; �k 4 STAI'E OF f' �k � •�. : .��i �/�A�,�,C� ```�. �'' � �q ,� H I � T E � � �,. � ``. PROJECT DATE: 05-12-2015 No. DESCRIP'fION: DRAWN DA1'E BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 ACS/BVG DRAWING TITLE: GUARDSHACK EXT. ELEVATIONS, SECTIONS & ROOF PLAN SHEET NUMBER: GENERAL STRUCTURAL NOTES 1.0 GENERAL ........................................................................................................................................................................ 1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE SAFEfY PRECAUTIONS OR REGULATIONS DURING CONSTRUCTION. THE STRUCTURAL ENGINEER WILL NOT ADVISE NOR ISSUE DIRECTION ON SAFETY PRECAUTIONS. 1.2 THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR PROCEDURES REQUIRED TO PERFORM WORK ON THIS PROJECT. SUPERVISION OF ALL WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.3 NO STRUCTURAL MEMBER SHALL BE NOTCHED, CUT, OR OTHERWISE REDUCED IN STRENGTH WITHOUT WRfITEN AUTHORIZATION BY THE STRUCTURAL ENGINEER. 1.4 DRAWINGS INDICATE TYPICAL DETAILS OF CONSTRUC110N. WHERE CONDmONS ARE NOT SPECIFlCALLY SHOWN, SIMILAR CONSTRUCTION TYPE AND STYLE SHALL BE USED AND SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. 1.5 STRUCTURAL ELEMENTS ARE NON-SELF SUPPORTING AND REQUIRE INTERACTION WfTH OTHER ELEMENTS FOR STABILIT( AND RESISTANCE TO LATERAL FORCES. FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR AND ROOF DECKS, OR WALLS HAVE BEEN INSTALLED AND PERMANENT CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN I�ADE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SUPPORT AND STABIUlY OF STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 1.6 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY D(ISTING TOPOGRAPHY, AND GRADE ELEVATIONS, AND SHALL NOTIFY KJG ENGINEERING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT. 1.7 IT SHALL 8E THE CONTRACTOR'S RESPONSIBILIlY TO INFORM KJG ENGINEERING OF ANY UNSAFE ITEMS OR CODE VIOLATIONS, BOTH STATE AND LOCAL, PRIOR TO THE START OF CONSTRUCTION. 1.8 THESE PLANS ADDRESS STRUCTURAL ENGINEERING PORTIONS OF THIS PROJECT ONLY. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING FlNISHES NOT SHOWN. 1.9 IF FlELD CONDITIONS IXIST THAT REQUIRE ALTERATIONS TO THESE PLANS, KJG ENGINEERING MUST BE NOTIFlED AT ONCE AND BEFORE ANY FURTHER CONSTRUCTION TAKES PLACE. 1.10 DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. 1.11 ALL CONSTRUCTION MATERIALS AND INSTALLATION MUST COMPLY WITH CODE REQUIREMENTS OF THE INDIANA ADMINISTRATNE BUILDING COUNCIL, THE STATE FlRE MARSHALL, AND THE LOCAL GOVERNING AUTHORITY. 2.0 COORDINATION WITH OTHER TRADES .............................................................................................................................. 2.1 THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF THE MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SEf IN THE STRUCTURAL WORK. 2.2 THERE SHALL BE NO VERTICAL OR HORIZONTAL HOLES CUT OR DRILLED IN ANY BEAM OR COLUMN UNLESS IT IS EXPLIC(fLY SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED IN WRmNG BY THE STRUCTURAL ENGINEER. 2.3 ANY OPENINGS THROUGH SUPPORTED SLABS AND WALLS THAT ARE 8" IN DIAMEfER OR LARGER AND NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED IN WRmNG BY THE STRUCTURAL ENGINEER. 2.4 THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE PROJECT AND SHALI. NOTIFY KJG ENGINEERING OF ANY STRUCTURAL INTERFERENCE PRIOR TO THE START OF CONSTRUCTION. PENEfRATIONS THROUGH THE STRUCTURE SHALL BE SUBJECT TO APPROVAL BY KJG. REFER TO MECHANICAL., ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 2.5 PROVIDE SLEEVES FOR ALL OPENINGS, SUCH AS BUT NOT LIMITED TO GAS, WATER, SEWER, ELECTRIC, ETC. IN EXTERIOR WALLS OR FOUNDATION TO SEPARATE PIPE FROM MATERIAL. 2.6 DO NOT INSTALL CONDUIT IN SUPPORTED SLABS, SLABS ON GRADE, OR CONCREfE WALLS UNLESS SPECIFlCALLY SHOWN ON THE STRUCTURAL DRAWINGS. 2.7 DO NOT SUSPEND ANY ITEMS, SUCH AS DUCTWORK, MECHANICAL OR ELECTRICAL FlXTURES, CEILINGS, EfC. DIRECTLY FROM STEEL DECK, UNLESS SPECIFlCALLY SHOWN ON THE STRUCTURAL DRAWINGS. 3.0 SPECIALIY ENGINEERING ................................................................................................................................................ 3.1 A SPECIALTY ENGINEER IS DEFlNED AS A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA, WHO IS NOT THE STRUCTURAL ENGINEER OF RECORD, AND WHO PERFORMS STRUCTURAL ENGINEERING FUNC110NS NECESSARY FOR THE STRUCTURAL INTEGRITY OF THE PROPOSED WORK. CONTRACTORS ARE REFERRED TO THE STRUCTURAL DRAWINGS FOR ELEMENTS REQUIRING SPECIALTY ENGINEERING, AND EXAMPLES OF THESE COMPONENTS INCLUDE, BUT ARE NOT IJMITED T0: • WOOD TRUSS SYSTEMS 3.2 IT IS THE SPECIALTY ENGINEER'S RESPONSIBILIlY TO REVIEW THE CONSTRUCTION DRAWINGS AND SPECIFlCATIONS TO DEfERMINE THE APPROPRIATE SCOPE OF ENGINEERING. 3.3 IT IS THE INTENT OF THE STRUCTURAL DRAWINGS TO PROVIDE SUFFlCIENT INFORMATION FOR THE SPECIALIY ENGINEER TO PERFORM HIS OR HER DESIGN AND ANALYSIS. IF THE SPECIALTY ENGINEER DETERMINES THAT THERE ARE CONFLICTS WITH THE PROJECT AS INDICATED IN THE PROJECT DOCUMENTS, THE SPECIALTY ENGINEER SHALL CONTACT KJG ENGINEERING FOR THE RESOLUTION OF CONFLICTS. 3.4 THE SPECIALTY ENGINEER SHALL SUPPLY THE STRUCTURAL ENGINEER DOCUMENTS FOR REVIEW THAT SHALL BEAR THE STAMP OF THE SPECIALTY ENGINEER AND INCLUDE: A. DRAWINGS INDICATING THE CONFlGURATION OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS. B. CALCULATIONS, EITHER MANUAL OR COMPUTER GENERATED, THAT ARE ACCOMPANIED BY SUFFICIENT DESIGN ASSUMPTIONS AS WELL AS INPUT AND OUTPUT INFORMATION. 3.5 ANY MODIFlCATIONS PROPOSED TO ELEMENTS DESIGNED BY THE SPECIALTY ENGINEER SHALL BE SUBJECT TO THE APPROVAL OF THE SPECIALTY ENGINEER, AND SHALL ALSO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO PERFORMING THE PROPOSED MODIFlCATIONS. ATI NS .................. 4.0 FOUND 0 ............................................................................ . .................,,.................. . .. .. .. .... .............. . . . , 4.1 ALL DCfERIOR FOOTINGS OR PIERS SHALL BEAR ON UNQfS"I�URBED SO1L AT OR BELOW LJCAL FROST LINE �IINII�UM. LOCAL FROST LINE IS 30" BELOW GRADE. WHERE FOOTINGS ARE REQUIRED TO BE STEPPED, STEP DOWN IN VERTICAL INCREMENTS OF 2'-0" FOR EVERY 6'-0" MINIMUM OF HORIZONTAL DISTANCE. iNTERIOR FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT THE ELEVATIONS INDICATED ON THE FOUNDATlt�lJ PLAN. 4.2 COLUMN AND WALL FOOTINGS ARE TO BEAR ON FIRM NATURAL SOILS OR WELL COMPACTED ENG9N��ERED FILL WITH AN ASSUMED NET ALLOWABLE BEARING PRESSURE OF 2000 PSF FOR SPRE4C FOOTINGS, ANG 1500 PSF FOR CONTINUOUS WALL FOOTINGS. CONTRACTOR SHALL PROVlDE ON-SITE TESTING TQ C�NFIRM ADEQUATE SOIL BEARING CAPACITY. 4.3 FOUNDATION WALLS SHALL HAVE ADEQUATE TEMPORARY �RAi;itJG INSTALtE� 5Y TNt COi��'�;�:: -:�' �EFORE BACKFlLL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED U"J� i� WALL IS PERIdANENTLY BRACED. 4.4 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT CL�AN�I�[I�S C�F C�;T AND F!L! F02 E�T!�i"TiNG AND CONSTRUCTION. 4.5 ALL ENGINEERED FlLL BENEATH SLABS AND OV�R FOOTINGS SHOl1i__G �F CO��P�G7��7 T� �, C'�'x` C3rti:;lTY Or AT IFAST 95� OF THE MODIFIED PROCTOR MAXIMUM DRY DENSIlY ,;A�i�� D-15571. ALL FlLL 4VHICH Ni��_. SC STRESSED BY FOUNDATION LOADS SHALL BE APPROVED GRANU�AR 4!A?ERIALS �Ok��'ACTEG �0 A. �hY �?ENSITY OF AT LEAST 98% (ASTM D-1557). COORDINATE ALL FILL AND COP��iGN O�t�Aiii3NS '�'ITH Tt��. SPECIFlCATIONS AND THE SUBSURFACE INVESTIGATION. 4.6 COMPACTION SHALL BE ACCOMPLISHED BY PLACING FILL IN APPROXIMATELY 8" LfF7S ANI3 MtCHANICALLY COMPACTING EACH LJFf TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. FOR LARGE AREAS OF FILL, FlELD DENSfTY TESTS SHALL BE PERFORMED FOR EACH 3000 SQUARE FEET OF BUILDING AREA FOR EACH LIFT AS NECESSARY TO INSURE ADEQUATE COMPACTION IS BEING ACHIEVED. 4.7 RAKE D(CAVATED �IATERIALS BACK 12° MINIMUM FROM EDGES OF ALL EXCAVATIONS TO PREVENT LOOSE SOIL FR01� FAWNG BACK INTO TRENCH. 4.8 PIACE FOOTINGS THE SAME DAY THAT THE EXCAVATION IS PERFORMED. IF THIS IS NOT POSSIBLE, THE FOOTINGS SHALL BE ADEQUATELY PROTECTED AGAINST ANY DETRIMENTAL CHANGE IN CONDITtON SUCH AS FROM DISTURBANCES, RAIN, OR FREEZING. 5.0 CONCREfE ...................................................................................................................................................................... 5.1 ALL EXTERIOR CONCRE7E WORK SHALL BE 6 BAG, IIMESTONE AGGREGATE, 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL INTERIOR FLAT WORK CONCRETE SHALL BE 6 BAG, GR,4VEL AGGREGATE, 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL FOOTINGS AND FOUNDATION WALLS SHALL BE GRAVEL AGGREGATE> 28 DAY COMPRESSNE STRENGTH OF 3000 PSI. 5.2 CONCREfE FLOOR SLABS SHALL HAVE A FLAT FLOOR FINISi� AS FOLLONiS: HPRD CLOSED SM�t�TH SURFACE WITH A MAXIMUM 1/8" GAP UNDER A 10�-0" STRAIGHT EDGE. 5.3 PROVIDE DEFORMED REINFORCING BARS PER ASTM A-615, GRADE 60, AND �h"E! DED WIRE FABRIC PER ASTM A-185, UNLESS OTHERWISE NOTED. SUPPORT REINFORCING BARS WITH CONCr�r��E BRICKS OR METAL CHAIRS AS REQUIRED TO ACHIEVE CLEARANCES SHOWN ON DRAWINGS. 5.4 MINIMUM CONCREfE COVER OVER REINFORCEMENT STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCREfE CAST AGAINST EARTH 3° FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2" INTERIOR CONCRETE SLABS 3/4" INTERIOR BEAMS AND COLUMNS MAIN REINFORCEMENT 1 1/2" 5.5 ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH APPLICABLE PROVlSIONS OF ACI 301, �SPECIFlCATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS°, ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCREfE°, AND "CONCRETE REINFORCING STEEL INSTITUTE (CRSI), MANUAL OF STANDARD PRACTICE.' 5.6 COLD WEATHER CONCREfING SHALL BE IN ACCORDANCE WITH ACI-306 AND HOT WEATHER CONCREfING SHALL BE IN ACCORDANCE WITN ACI-305. 5.7 ALL CONCREfE D(POSED Td WEATHER SHALL BE AIR-ENTRAINED. 5.8 FlNISH ANY SURFACES EXPOSED TO PUBLIC VIEW WITH A SMOOTH FORM FINISH. ALL OTNER FORM FINISH MAY BE ROUGH. 5.9 SEE ARCHfTECTURAL DRAWINGS FOR CHAMFER REQUIREMENTS FOR CORNERS OF CONCREfE. WHERE NOT INDICATED, PROVIDE 3/4" CHAMFER ON EXPOSED CORNERS OF CONCRETE EXCEPT THOSE ABUTfING MASONRY. 5.10 PROVIDE CONTROL JOINTS AND CONSTRUCTION JOINTS IN CONCREfE SLABS AS INDICATED ON PLANS. "C.J." INDICATES CONTROL JOINTS WHICH SHALL BE SAW CUT WiTHIN 24 HOURS MAXIMUM AFTER CONCRETE IS PLACED. "CONST. JT." INDICATES CONSTRUCTION JOINTS WHICH SHALL BE DOWELED JOINTS (1/2" DIAMETER SMOOTH BARS AT 24" OC) BETWEEN SEPARATE StAB POURS. NO FILLER SHALL BE PLACED IN INTERIOR CONTROL JOINTS, D(CEPT IN AREAS RECEIVING VCT. ALL EXTERIOR CONTROL J�ItJTS SNALL tiP,`✓E SEALANT APPUED TO JOINT. EXTERIOR SIDEWALKS SHALL HAVE CONTROL JOINTS AS SHOWN ON PLANS OR A MAXIMUM OF 10'-0' O.C. 5.11 CONCREfE StABS-ON-GRADE SHALL HAVE A 10 MIL, CLASS A, NON-PERMEABLF VAPOR BARRiER OVER 6" I�INIMUI� GRANULAR FILL PER GEOTECHNICAL REPORT. 6.0 WOOD ..................................................................................................................................................................... 6.1 DIMENSIONAL LUMBER, WITH THE EXCEPTION OF NON-B�ARING WALL STUDS, SHALL MEEf THE MINIMUM PROPERTIES OF SPRUCE-PINE-FIR #2 UNLESS A HIGHER RATING IS INDICATED ON THE DRAWINGS. NON-LOAD BEARING WALL STUDS SHALL BE SPRUCE-PINE-FIR STUD GRADE. 6.2 PROVIDE SIMPSON WOOD CONNECTORS (OR EQUNALENT APPROVED BY ENGINEER) AS INDICATED ON DRAWINGS OR OF AN APPROPRIATE SIZE AND CAPACITY FOR EACH PARTICULAR CONNECTION. CONTRACTOR SHALL INSTALL CONNECTORS ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND COORDINATE CONNECTOR FINISH WITH PRESERVATIVES USED IN PRESSURE TREATED WOOD. 6.3 CONTRACTOR SHALL COORDINATE NAIL AND FASTENER FINISH WITH PRESERVATIVES USED IN PRESSURE TREATED WOOD. FOR PRESSURE-TREATED WOOD WITHOUT AMMONIA, USE ZMAX/HD6 GALVANIZED CONNECTORS WITH GALVANIZED FASTENERS PER ASTM A153. FOR ALL OTHER PRESSURE-TREATED WOOD, USE STAINLESS STEEL CONNECTORS AND FASTENERS. 6.4 ROOF SHEATHING SHALL BE APA RATED EXTERIOR O.S.B. SHEATHING WITH A SPAN RATING OF AT LEAST 32/16. REFER TO DRAWINGS FOR FASTENER SIZE AND SPACING. ORIENT LONG DIRECTION OF ROOF SHEATHING PERPENDICULAR TO TRUSS SPAN. 6.5 EXTERIOR WALL SHEATHING SHALL BE APA RATED EXTERIOR O.S.B. SHEATHING WITH A SPAN RATING OF AT LEAST 24/0. REFER TO DRAWINGS FOR FASTENER SIZE AND SPACING. SPLICES IN CONTINUOUS DOUBLE 2x TOP PLATE PERMITTED ONLY ABOVE WALL STUDS, AND ONLY AT ONE PIATE AT ANY LOCATION. 6.6 FLOOR SHEATHING SHALL BE APA RATED EXPOSURE 1 TONGUE AND GROOVE WITH A SPAN RATING OF AT LEAST 32/24. 7.0 MASONRY ........................................................................................................................................................................... 7.1 MASONRY DESIGN IS BASED UPON A MINIMUM COMPRESSNE STRENGTH OF f'm = 1500 PSI, ESTABLISHED IN ACCORDANCE WITH THE UNIT STRENGTH MEfHOD. 7.2 MASONRY UNITS SHALL HAVE A NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. 7.3 GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. 7.4 MORTAR SHALL BE TYPE "S" MORTAR, EXCEPT TYPE "N" AT INTERIOR NON-LOAD BEARING PARTITIONS. 7.5 MASONRY CELLS BELOW GRADE SHALL BE NORMAL WEIGHT UNITS GROUTED SOLID. MASONRY UNITS ABOVE GRADE SHALL BE NORMAL WEIGHT OR MEDIUM WEIGHT UNITS AND SHALL BE GROUTED SOLJD ONLY AT REINFORCING LOCATIONS. 7.6 ALL MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 7.7 HORIZONTAL JOINT RE�NFORCING SHALL BE 9 GAGE GALVANIZED LADDER-TYPE WIRE SPACED AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOW GRADE AND IN PARAPEfS. DESIGN PARAMETERS 1. BUILDING CODE 2003 RESIDENTIAL BUILDING CODE W/ 2005 INDIANA ADDENDUM 2. RISK CATEGORY II 3. DEAD LOADS ROOF 4. LIVE LOADS ROOF 5. SNOW LOADS GROUND SNOW LOAD SNOW IMPORTANCE FACTOR 6. WIND LOADS DESIGN WIND SPEED EXPOSURE CATEGORY 7. SEISMIC LOADS SPECTRAL ACCELERATION (SHORT PERIOD) SPECTRAL ACCELERATION (1-SEC PERIOD) SEISMIC IMPORTANCE FACTOR SOIL SITE CLASS SEISMIC DESIGN CATEGORY 20 PSF 20 PSF 20 PSF 1.0 115 MPH (3-SECOND GUST) A�R 0.199 0.130 1.0 "D" (ASSUMED) .B. V z � �Z Wo �Q �� w �� (jZ F� Z ZQ �, W � p oz�J �z a Q O w j J C� � o � � UQ `�Q VU �c� Q DISCLAIMER: This is an orlginal design, created by KJG Architecture, Inc. The concepts, ideas, plans and detalls are the sole property ot KJG Architecture, Inc. None of the aforementioned shell be used by or disclosed to any person, tlrm or organization tor any purpose wlthout the prlor wrltlen pertnisslon of KJG Archltecture, Inc. PROFESSIONAL SEAL: \ ��„��,,,,� .�`'�� N �F,/� ,��'�% `�)j � ISTF,Q ,'i¢,_%/ _ = No. ��`��/_ _ .�� 11100391 ; = � =�0� STATE OF jr�� %'�F`*� �!bDI�N�' : G�: , s, �..,,, .... . �'%,,S�OIVAL ��`� �-�y-15 PROJECT DATE: 05-12-2015 No. DESCRIPITON: DRAWN DATE BY: [SSUED: PROJECT NUMBER: DRAWN BY: R2015.006 ASH DRAWING TITLE: STRUCTURAL NOTES SHEET NUMBER: � n � � 0 0 ❑ � � 0 0 u 0 � CMU LAP SCHEDULE BAR LAP LENGTH SIZE SINGLE REINF. DOUBLE REINF. #3 19" 19" #4 25" 25" #5 31" 36" #6 57" 82" STANDARD ACI 90° HOOK e�e�5 � � O`°� N ¢ o� � ° �� ., � WALL BEYOND 3/4° RAIN CUT FOR OVERHEAD DOOR CAULK JOINT WITH EXPANSION MATERIAL 1/2" DIA. x 2'-0" SMOOTH � DOWELS AT 24" O.C., GREASE ONE END (3 MIN. AT OPENINGS) 100.00' (0'-0" F.F.) �FINISH FLOOR d STOOP, DRIVEWAY OR SIDEWALK, SEE SITE PLAN 2" RIGID INSULATION, � EXTEND 1'-0" BEYOND EACH SIDE OF OPENING �,_ �30" BELOW GRADE MIN. �OM OF FOOTING CONCRETE LAP SCHEDULE B,� LAP LENGTH SIZE TOP REINF. OTHER #3 28" 22" #4 37" 29" #5 47" 36" #6 56" 43� #7 81" 63" #8 93" 72° � .�':� a� a� a � !a ° • � ��.. �n 2'-0" FOUNDATION AT GARAGE DOOR SCALE: 3/4°=1'-0° WALL BEYOND 3/4" RAIN CUT FOR OVERHEAD DOOR 1/2" DIA. x 2'-0" SMOOTH DOWELS AT 24" O.C., GREASE ONE END (3 MIN. AT OPENINGS) 100.00' (0�-0° F.F.) �NISH FLOOR a STOOP, DRNEWAY OR � SIDEWALK, SEE SITE PLAN 2" RIGID INSULATION, EXTEND t'-0" BEYOND � EACH SIDE OF OPENING - °� � ° a •d a • r �30" BELOW GRADE MIN. � BOTTOM OF FOOTING 3» . 2�_On FOUNDATION AT WALL OPENING SCALE: 3/4"=1'-0" WALL SHEATHING, SEE - SHEARWALL SCHEDULE CONTINUOUS INSULATION, SEE ARCHITECTURAL MASONRY VENEER, SEE - ARCHITECTURAL APPROXIMATE GRADE � 10" CONCRETE —� MASONRY UNIT (CMU) GROUTED SOLID, TYP. #5 REBAR AT 32" O.C. TERMINATED INTO FOOTI WITH 12" 90' HOOK 30" BELOW GRADE MIN. �TfOM OF FOOTING •� �;�.� , �, � � � ►;�� Q�� _ !.�:. - -ei;: ��;. � �� (1) #5 REBAR SEE FOUNDATION PLAN FOR SLAB SPECIFICATIONS •/ � 4 �J �...� �a� .� � � � �.� � 0 i EXTEND VERTICAL REBAR 4" INTO SLAB 2" RIGID INSULATION 24" WIDE CONCRETE TRENCH FOOTING W/ (3) #4 REBAR CONTINUOUS (29" MIN. LAP) (1) #5 REBAR SEE FOUNDATION PLAN FOR SLAB SPECIFICATIONS a d. � � . �� '�/ �� 4^' � EXTEND VERTICAL REBAR 4° INTO SLAB 2° RIGID INSULATION 24" WIDE CONCREfE TRENCH FOOTING W/ (3) #4 REBAR CONTINUOUS (29" MIN. LAP) 0 .' 2x4 P.T. WOOD SILL PLATE WITH t/2" DIA. ANCHOR BOLTS EMBEDDED 12" AT 32" O.C. SEE FOUNDATION PLAN FOR SLAB SPECIFICATIONS 100.00' (0'-0" F.F.� FlNISH FLOOR . ,_ �. °,_ � � _. _ o 6° CMU GROUTED SOLID AT ANCHOR BOLT LOCATIONS 2" RIGID INSULATION z4" WIDE CONCRETE TRENCH FOOTING N/ (3) #4 REBAR COMINUOUS (29" uIIN. LAP) TYPICAL FOUNDATION WALL SCALE: 3/4"=1'-0" 1 �2,> TYPICAL COLUMN DETAIL SCALE: 3; 4"=1'-Q" 4x4 P.T. WOOD POST SIMPSON ABU44 POST — BASE WITH (1) �° DIA. THREADED ROD EMBEDDED 5" INTO CONCRETE WITH HILTI HY-200 ADHESIVE 4° CONCREfE S(AB ON GRADE REINFORCED WITH 6x6 W2.9xW2.9 W.W.F. � �--�-� g�--� �� .-=� � e ` 9 = .i �, -� �—� .---� .-`°�^ f� \�2-� 1 ° a �� r�� Y? r�,r'��,Y�`` '`� �, �—'' � ` `��-'^� 3��r� �� ` �_�� _ _ �r , "`°e `�� ° ' e a , � � . „ a a ��- APPROVED STRUCTURAL FILL � . � -- (4) �5 VERTICAL REBAR �° ` ° �J!TH #3 TIES AT 1 C�" O.C. ,a� . a a� � 30' BELOW GRADE MIN. ` � _ �TfOM OF FOOTING I � (3) #5 REBAR EACN WAY L'-O" I � /X ^�_oin` _—_—�._ l � ) �COLUI�N FOUNDATION DETAIL SCALE: 3/4"=1'-0" �� z �� 8" - � APPROXIMATE GRADE. VERIFY THAT � GRADE IS 30" MINIMUM ABOVE BOTTOM OF FOOTING. (2) #5 REBAR CONTINUOUS. SEE LAP SCHEDULE FOR REQUIREMENTS 4" CONCRETE SLAB ON GRADE REINFORCED WITH 6x6 W2.9xW2.9 W.W.F. 1/4" PER FT. g.._ °-� �-�, a �.° �� APPROVED STRUCTURAL FlLL TYPICAL SLAB TURNDOWN SCALE: 3/4"=1'-0" CAULK JOINT WITH EXPANSION MATERIAL APPROXIMATE GRADE 2x4 P.T. WOOD SILL PLATE WITH 1 /2" DIA. ANCHOR BOLTS EMBEDDED 12" AT 32° O.C. SEE FOUNDATION PLAN FOR SLAB SPECIFICATIONS 100.00' (0'-0" F.F.) � FINISH FLOOR a a �. �� .�_. .-_� � 14"x14"x8" DEEP CONCRETE PAD 10" CONCRETE MASONRY UNIT (CMU) GROUTED SOLID, TYP. GROUTED CAVITY SOLID a a � a ° �� ° a �a � a • ° a i �, 30" BELOW GRADE MIN. a° a 0 M OF FOOTING 3r L . 3�_�„ �COLUMN FOUNDATION DETAIL SCALE: 3/4°=1'-0" 0 _� 6° CMU GROUTED SOLID AT ANCHOR BOLT LOCATIONS 2" RIGID INSULATION 36" WIDE CONCRETE TRENCH FOOTING W/ (4) #4 REBAR CONTINUOUS (29" MIN. LAP) iv � FOUNDATION PLAN S 100 SCALE: 1 /4"=1 '-0" OPENING WIDTH S 3'-4" S 7'-6" S 12'-6" TYPE EXTERIOR BEARING INTERIOR BEARING INTERIOR NON-BEARING H EADERS SIZE (2) 2x8's (2) 2x12's (3) 2x12's WALL STU DS STUD SIZE 2x4 2x4 2x4 SPACING 16" O.C. 16" O.C. 16" O.C. SHEATHING MINIMUM BEARING (1) 2x6 (1) 2x6 (2) 2x6 WOOD SPECIES SPF #2 SPF #2 SPF STUD GRADE SHEATHING BLOCKING FASTENERS (� FASTENERS LOCATION THICKNESS REQUIRED � PANEL EDGES ��NTERIOR & TYPE PANEL EDGES SUPPORT ROOF 7/16" OSB NO Sd NAILS 8d NAILS � 6" O.C. � 12° O.C. ROOF TRUSSES: WOOD ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED FOR THE LOADS SHOWN IN THE LOAD SUMMARY BELOW. TRUSS DESIGN SHALL BE CERTIFIED BY THE FABRICATOR AND THE TRUSS DRAWINGS SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF INDIANA. ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 20 PSF ROOF TOTAL 40 PSF LIMIT ROOF LIVE LOAD DEFLECTION TO L/240. LIMIT ROOF TOTAL LOAD DEFLECTION TO L/180. SH EET NOTES: A. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. B. ALL DIMENSIONS ARE TAKEN FROM OUT TO OUT OF WOOD STUD WALL OR TO CENTER OF BUILDING COLUMN UNLESS OTHERWISE NOTED. DIMENSIONS WITH +/- ARE TO BE FlELD VERIFlED BY CONTRACTOR. C. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT OR BELOW LOCAL FROST LINE MINIMUM. WNERE FOOTINGS ARE REQUIRED TO BE STEPPED, STEP DOWN IN MAXIMUM VERTICAL INCREMENTS OF 2'-0' FOR EVERY 6'-0° MINIMUM OF HORIZONTAL DISTANCE. D. PROVIDE CONTROL JOINTS (C.J.) AS SHOWN ON THE FOUNDATION PLAN. CONSTRUCTION JOINTS MAY BE USED WHERE SEPARATE SLAB POURS ARE REQUIRED, E. REFER TO ARCHITECTURAL SITE PLAN FOR EXTERIOR CONCREfE SIDEWALKS, STOOPS, EfC WHICH SHALL HAVE BROOM FlNISH PERPENDICULAR TO UNE OF TRAFFlC, UNLESS NOTED OTHERWISE. RAMPS AND OTHER INCLINED CONCREfE SURFACES TO HAVE COARSE, NON-SLIP STIFF-BRISTLED BROOM FINISH, PERPENDICULAR TO LINE OF TRAFFIC, UNLESS NOTED OTHERWISE. F. IF GRADE IS LESS THAN 8° BELOW FINISH FLOOR, TREAT ALL WOOD MEMBERS AND SHEATHING WITH BORATE-BASED INSECIICIDE AND FUNGICIDE FOR 1'-0" MIN. ABOVE FINISHED GRADE G. REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS H. REFER TO ARCHITECTURAL FOR DIMENSIONS AND LOCATIONS OF ALL WALLS. KEYN OTES: 1�. 4" CONCREfE SLAB ON GRADE REINFORCED WITH 6x6 W1.4xW1.4 W.W.F. OVER 10 MIL. VAPOR BARRIER OVER 6" MIN. GRANULAR FILL. 2❑. 3/4" RAIN CUT 3�. WOOD ROOF OVERFRAMING 4�. MATCH TO EXISTING DRNEWAY 5❑. 4" CONCREfE SLAB ON GRADE REINFORCED WITH 6x6 W1.4xW1.4 W.W.F. OVER 6" MIN. GRANULAR FlLL 6�. SLOPED SLAB SHALL BEGIN AT OUTSIDE EDGE OF WALL STUD. LINE KEY: — — — — — = NEW CONCRETE FOUNDATION WALL = WOOD STUD BEARING WALL ----- __ _ _ __ _ _ = CONCREfE TURNDOWN = CONTROL JOINT (C.J.) ■ = FLOOR DRAIN - = ROOF TRUSS = ROOF LINE — — — = ROOF TRUSS/FLOOR JOIST V z � � z W 0 �Q �� Q ��°°Z `�Q H w � — Z 0 oz�J �z a � O w . J Cn ��/ o � LL U a � Q vU �c� Q DISCLAIMER: This is an original design, created by KJG Architecture, Inc. The concepts, ideas, plans and details are the sole property of KJG Architecture, Inc. None of the atorementioned shall be used by or dixlosed to any peroon, ilrtn or organization tor any purpose without the prlor wrltlen pertnlsslon o1 KJG Archltecture, Inc. PROFESSIONAL SEAL: ��uuiiiuiii� `��\\\\\ f�`,.:..«..•�.:,,�r ,1//��i /� _ �'�Q'�G,��FO = ; = = 11100391 = = �p�+�kSTATE OF r�� ;,, Fs;.,!!ra��,.�- �,?: �''%,,S�ONAL ��`'� ��llllllll\\\\\ Oy-2y-15 PROJECT DATE: 05-12-2015 No. DESCRIP'fION: DRAWN DATE BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 ASH DRAWING TITLE: FOUNDATION PLAN SHEET NUMBER: Y . . .. •. . .., . �. . , ... .. . , . , V z � � Z W o JQ �� m� c�z ��z z � Q "W�F p o z � J � z aQ � W . J Cn � o � � U � � Q UU �c� Q DISCLAIMER: This is an original design, created by KJG Archltecture, Ine. The concepts, ideas, plans and details are the sole property of KJG Archflecture, Inc. Nane ot the atorementioned shall be used by or disclosed to any person, finn or organlzatlon for any purpose wlthout the prlor written permisslon of KJG Architectu2, Inc. PROFESSIONAL SEAL: \\��. ��\' � � IS�"''.. ///��' ; Q- �� ; _ � N0. : _ = ' 11100391 =f� = �p��STATE OF t�"i;� . =,, Fss.:,��...�-�G? �''%,,, �ONAL \\�,.�'. ��,��„�� Oy-2y-15 PROJECT DATE: 05-12-2015 No. DESCRIPITON: DRAWN DATE BY: [SSUED: PROJECT NUMBER: DRAWN BY: R2015.006 ASH DRAWIlVG TITLE: FRAMING PLAN SHEET NUMBER: BRANCH DUCT W � � 45' � AIR FLOW W= WIDTH OF BRANCH DUCT L = W/4 (4" MIN.) RECTANGULAR TO RECTANGULAR RECT TAKE-( TRANS RECTANGULAR TO ROUND TYPICAL DUCT TAKE-OFFS N.T.S. MECHANICAL EQUIPMENT - AIR HANDLERS MARK MANUFACTURER MODEL # TYPE TRAN PL ROUND TO ROUND AH-1 I GOODMAN ARPT18614 ( COILTIAND ELECTR CN RESIS ANCE �TC00� LING SEE PLAN FOR DUCT SIZES FLEXIBLE DUCT WITH MAX. LENGTH PER GENERAL MECHANICAL NOTES MAY BE LOCATED IN VERTICAL DROP TO DIFFUSER RIGID METAL ELBOW FOR CHANGE IN DIRECTION MANUAL VOLUME DAMPER. LEAVE LEVER CLEAR FOR BALANCING. EXTEND BLADE SHAFT AS NEEDED TO PREVENT DAMAGE FROM LEVER TO EXTERNAL INSULATION. DIFFUSER - SEE PLAN FOR TYPE AND SIZE. FASTEN TO CEILING GRID OR BUILDING STRUCTURE. TYPICAL CEI�ING DIFFUSER DETAIL N.T.S. HEATING COIL COOLING BLOWER CFM ELECTRICAL (SINGLE-CIRCUIT WIRING) MODEL � COIL (NOMINAL, 0.20 iwg) STAGES KW (208V) NOM. HEATING COOLJNG FAN MOTOR VOLTS (1�) HEATER AMPS UNIT MCA UNIT MOCP TONS ONLY HP 1H/1C HKS*10XC 1.5 605 605 605 1/3 220/240 34.7 46 50 7.2kW VERIFY ALL SPECIFICATIONS WITH SYSTEM SUPPLIER/MANUFACTURER AND COORDINATE INSTALLATION W/ ELECTRICAL CONTRACTOR. SUPPLY AND INSTALL AIR HANDLER CONFIGURED FOR UPFLOW INSTALLATION UNLESS NOTED OTHERWISE. PROVIDE AND INSTALL ALL AIR HANDLERS WITH FILTER RACK FOR 1" DISPOSABLE FILTERS AT THE RETURN AIR PLENUM. CONTRACTOR SHALL INSTALL PLEATED FILTERS IN ALL AIR HANDLERS PRIOR TO SYSTEM STARTUP. UPON SUBSTANTIAL COMPLETION, CONTRACTOR SHALL REPLACE ALL FILTERS WHICH WERE IN PLACE DURING CONSTRUCTION WITH NEW FILTERS. AIR HANDLERS SHALL BE INSTALLED WITH FACTORY-SUPPLIED SINGLE-POINT WIRING KIT #SPW-01. ELECTRIC HEAT COILS SHALL HAVE FACTORY-INSTALLED CIRCUIT BREAKERS ACCESSIBLE FROM FRONT OF CABINET. COORDINATE CONDENSATE DRAIN PIPING TO SANITARY DRAIN W/ PLUMBING CONTRACTOR. INSTALL SECONDARY (OVERFLOW) CONDENSATE DRAIN PAN W/ DRAIN FITTING UNDER UNIT AND PIPE OUTLET TO DRAIN. SECURE ALL PIPING TO STRUCTURE AND ARRANGE SO AS TO PREVENT TRIPPING HAZARD. COOLJNG CAPACffIES (BTUH) ELECTRICAL PHYSICAL MECHANICAL EQUIPMENT - A/C CONDENSING UNITS s5' AMBIENT, 6T EWB MARK MANUFACTURER MODEL # npE NOM. SEER* EER* STAGES TOTAL* SENSIBLE* VOLTS PH RLA (A) MCA (A) MOCP (A) WEIGHT DIMENSIONS TONS (LBS) (INCHES) RCU-1/2 GOODMAN GSZ 13018-2 R410A, AIR-AIR REMOTE CONDENSER 1.5 13.0 11.0 1 17400 12900 220/240 1 9.0 12.4 20 145 23x23x26 SUPPLY AND INSTALL CONDENSING UNITS ON HOUSEKEEPING PAD. M.C. SHALL DETERMINE TOTAL INSTALLED LINESET LENGTHS AND SHALL PROVIDE AND INSTALL LONG LINE SETS AND ASSOCIATED ACCESSORIES WHERE APPLICABLE. COORDINATE ELECTRICAL REQUIREMENTS AND INSTALLATION WITH ELECTRICAL CONTRACTOR. ALL ELECTRICAL FEEDS, DISCONNECTS, AND CONNECTIONS SHALL BE BY E.C. * VALUES SHOWN ARE MANUFACTURER-PUBLISHED COMBINATION RATINGS WITH THE SCHEDULE D AIR HANDLER. ** PROVIDE AND INSTALL W/ MANUFACTURER'S LOW-AMBIENT KIT AND ALL REQUIRED/RECOMMENDED ACCESSORIES FOR LOW TEMPERATURE OPERATION. GRILLES, DIFFUSERS AND WEATHERCAPS MARK MANUFACTURER MODEL/SERIES FUNCTION FA�WXH�ZE NECK SIZE FACE STYLE MATERIAL COMMENTS SD1 HART & COOLEY 631 SUPPLY 14 X 6 -- 3-WAY LOUVER STEEL RG1 HART & COOLEY PFG RETURN 12 X 16 -- PERFORATED STEEL CONTRACTOR SHALL REVIEW MOUNTING MATERIALS AT EACH DIFFUSER OR GRILL LOCATION AND SHALL PROVIDE AND INSTALL APPROPRIATE FACTORY ACCESSORY TRIMS AND/OR MOUNTING FLANGES FOR ALL PRODUCTS. GRILLE AND DIFFUSER FINISHES SHALL BE SELECTED BY OWNER FROM MANUFACTURERS' STANDARD FINISHES. ALL GRILLES AND DIFFUSERS INSTALLED IN APARTMENT UNITS SHALL HAVE FIRE DAMPERS. COORDINATE REQUIREMENTS WITH MECHANICAL PLAN NOTES AND WITH ARCHITECTURAL DRAWINGS. � �❑ C' 0 MECHANICAL PLAN SCALE: 1 /4"=1'-0" � _1 �'� � MECHANICAL LEGEND �2 ---v i� 1� � � �� SD2 � HSW RG2 .. � HSW � '�l 16x12 16x12 THERMOSTAT OR ZONE TEMPERATURE MONITOR/SENSOR - SEE GENERAL MECHANICAL NOTES. MARK (IF PRESENT) INDICATES ZONE OR AIR HANDLER/FURNACE TO BE CONTROLLED. CEILING SUPPLY AIR DIFFUSER - MARK INDICATES DIFFUSER TYPE AND CFM REQUIRED. DIFFUSER TO BE 4-WAY PATTERN UNLESS INDICATED OTHERWISE. CEILING RETURN AIR GRILLE, SIZED PER SCHEDULE OR AS MARKED. SIDEWALL OR DUCT-MOUNTED SUPPLY AIR GRILLE, SIZED AS INDICATED OR PER SCHEDULE. LSW = LOW SIDEW.ALL, HSW = HIGH SIDEWALL. SIDEWALL OR DUCT-MOUNTED RETURN AIR GRILLE, SIZFD AS INDICATED OR PER SCHEDULE. LSW = LOW SIDEWALL, HSW = HIGH SIDEWALL. SUPFLY AIR DUCT SEC710N, SIZED AS MARKED. RET�!RN AIR DUCi �tCTION, SIZED AS MARKED. SlJ?P!_Y hiP DUC� - FI��T (VU�IBER iS SIDE SHOWN REI��'��N AIR D�JCT - FIRSi NU�iBER IS SIDE SNOWN � DUCT TRANSITION, RECTANGULAR TO ROUND � DUCT TRANSITION, CONCENTRIC � DUCT TRANSITION, RECTANGULAR TO RECTANGULAR ,;� TURNING VANES , � EXHAUST AIR DUCT SECTION EF-1 �F� EXHAUST FAN PER SCHEDULE _ 4� _ EXHAUST AIR DUCT- SIZED AS MARKED � MANUAL VOLUME DAMPER . BDD_. gACKDRA�f DAMPER - - - - - HVAC ZONE BOUNDARY OUNDERFLOOR RADIANT HEATING ZONE DESIGNATION VEN?i�A� �i;�iv _��.iir�'��c � � S_�IMC 401, 402., 4Q3.3� AND ASHRAE STANDARD 62: Ei i HER �v'AT� '.,� f� ?v �-�ti"J�C �'?t�F' (�:.'TS!DE; VEN?ILAl10N AIR SHALL BE SUPPLIED TO OCCUPIED SPACES PER IMC 401. NH.TURAL Vti��': � ��.1N �tiA�' -�F �-'ER ih,�C 402. OCGUPANTS AND O�A RATES ARE CALCULATED PER IMC TABLE 403.3 USING THE MOST AFPROPRIATE OCCUPANCY C�ASSirICATION. OCCUPIED AREA IS CALCULATED PER IMC 403.1. VEN (IL•"iTl(i�! Ni?l �_`.�: TOi! �� ROG�:?`- r�RE NO? LISTED AND ARE VENTILATED BY 100� EXHAUST TO OUTDOORS PER IMC TABLE 403.3. AIR IS NOT RESTRICTED OR PREVENTED FROM MOVING BETWEEN ROOMS OR ZONES WITHIN EACH LISTED AREA. THE ENTIRE QUANTITY OF OUTSIDE AIR REQUIRED FOR EACH AREA IS SATISFIED. EXHAUST 8e VENTILA i ION FANS MARK MANUFACTURER MODEL/SERIES FUNCTION TYPE (0.25 WG) (0.0 IWG/0.25 IWG) ELECTRICAL COMMENTS EF1 GREENHECK SP-B80-FL EXHAUST CENTRIFUGAL 68 2.0/2.5 .60A � 120V RECESSED CLG MT W/ CFL LIGHT KIT ExriAUST rANS SHALL HAVE BACKDRAFT DAMPERS AND MANUFACTURER'S DECORATOR GRILLE SUITABLE FOR MOUNTING IN CEILING MATERIAL PER DRAWINGS. TERMINATIONS SHALL HAVE WEATHER AND BIRD-PROOF CAPS AND SHALL BE LOCATED 3' MINIMUM FROM BUILDING OPENINGS OR INTAKES PER IMC 501.3(3). SEE GENERAL MECHANICAL NOTES, PLAN AND PLAN NOTES FOR SPECIFIC TERMINATION REQUIREMENTS. ROOFTOP INTAKE OPTION: ROOFTOP EXHAUST WEATHERCAP WITH BIRD/INSECT SCREEN, BACKDRAFT DAMPER, FLASHING FLANGE FOR PITCHED ROOF. GREENHECK #RJ-6X9 OR APPROVED EQUAL. FINISH TO BE POLYESTER POWDER COAT, COLOR AS SELECTED BY OWNER. COORDINATE ALL REQUIREMENTS AND INSTALLATION W/ ROOFING CONTRACTOR FOR WEATHERTIGHT INSTALLATION. THERMOSTATS: ALL THERMOSTATS SHA,LL B� SEVEN-DAY °ROGRAMMABLE THERMOSTATS WITH AUTO SETBACK AS RECOMMENDED BY HVAC EQUIPMENT MANUFACTURER. THERMOSTATS SHALL COMPLY W/ INDIANA ENERGY CONSERVATION CODE. DUAL-MODE (HEAT/COOL) THERMOSTATS SHALL BE MANUAL CHANGEOVER OR SHALL HAVE 5° DEAD BAND UNLESS OTHERWISE NOTED OR APPROVED. PROVIDE AND INSTALL REMOTE 7HERMOSTAT TEMPERATUP.� SENSORS IF INDICATED, PER THE DRAWINGS AND NOTES. GENERAL NOTES: A) DUCT SIZES SHOWN ARE CLEAR INTERIOR DIMENSIONS, SIZED FOR ROUND OR RECTANGULAR ME�AL DUCTWORK. SEE MECH. GENERAL NOTES.. B) UNLESS NOTED (�THERWISE, ALL DUCTWORK IS ROUTED ABOVE CEILINGS WITHIN UNCONDITIONED ROOF FRAMING/ATTIC SPACE AND SHALL BE F�1LLY SUPPORTED AND ANCHORED TO BUILDING STRUCTURE PER CURRENT SMACNA INSTALLATION STANDARDS. ALL DUCT t�?vF_TRATIONS THROUGH CEiLING GYPSUM BOARD SHALL s3E MADE WITH RIGID METAL DUCT, SLEEVE, OR COLLAR. C) ALL DUCT4VORK iNCLUDING FRESH AIR AiVD EXHAUST DUCTS SHALL �3E I�lSULATED FULL LENGTH PER THE GENERAL MECHAN4CA� �OTES. SEAL AL� PENE�RAT!ONS THROUGH CEILING GYPSuM B�A�e�J T�J FRC1/ENT L�:AKAGE /�ND DRAFTS. D) INSTALL ALL VOLUME DAMPERS AND CONTROLS ALLOWING EASY ACCESS TO THEM. E) ALL ELECTRICAL POWER FEEDS AND CONNECTIONS SHALL BE BY ELECTRICAL CONTRACTOR. EXCEPT WHERE NOTED OR SCHEDULED OTHERWISE, EQUIPMENT DISCONNECTS SHALL BE BY ELECTRICAL CONTRACTOR. COORDINATE REQUIREMENTS W/ E.C. F) M.C. SHALL BE RESPONSIBLE FOR ALL EQUIPMENT CONDENSATE DRAINAGE. COORDINATE WITH PLUMBING CONTRACTOR AS NEEDED. G) VERIFY ALL THERMOSTAT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. ME � L �� YED NOTES: � CU�fDENS;��C� 3J�i� �"� :;i�PNCRvot i�Ai�. 5�.�. �v;;HANICAL 3.� DUCT RESTROOM EXHAUST FAN UP ABOVE CEIUNG INTO ATTIC E�`UiPME�� 5�-;-i�C`uE_E. �i�OR�fiVAT` ��C7RiLA�_ RF�t;IREMENTS SPACE AND THRU ROOF W/ WEATHER AND BIRD-PROOF CAP W/ �_�ECTR�=.:^,L ':'�NT�i1C�OR P,� �ir�DtD. WITH BACKDRAFf DAMPER. RESTROOM EXHAUST FANS ARE TO BE SWITCHED WITH ROOM LIGHTING CIRCUIT AND OPERATE WHEN 2❑. PROVIDE �9A�UF;�t;1uR�_� �G�GES?ED CONC�NTRIC VENT FROM/TO ROOM IS IN USE. CONTROLS & ELECTRICAL CONNECTIONS BY FURNACE Uf' lNTO AITI��, AND UP THRc�l1GH ROOF. E.C. 4.� ROUTE FURNACE CONDENSATE DRAINS TO FLOOR DRAIN AND SECURE SO AS TO PREVENT TRIPPING HAZARD. MAINTAIN AIR GAP AT DRAIN PER INDIANA PLUMBING CODE. CUT-OUT IN ROOF SHEATHING, 14"0 lYPICAL. DO NOT ] CUT INTO TRUSSES. SELF-FLASHING ROUND OR SQUARE ROOF VENT INSECT SCREEN ALL AROUND ��n '�6� ..�OFi � � ' `- ROOF TRUSS � �� ROOFING CEMENT APPLIED TO � ALL SHINGLE EDGES AND NAIL � _ r' HEADS. CONNECT TO RETURIV MAKE UP AIR INTAKE VENT SCALE: 3/4"=1'-0" MECHANICAL GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS IN ALL DUCTS WHICH PENETRATE FIRE-RATED WALLS, FLOORS, CEILINGS, OR OTHER PROTECTED CONSTRUCTION, WHETHER INDICATED EXPLICITLY ON THE DRAWINGS OR NOT. DIFFUSERS AND GRILLES WITHIN PROTECTED SPACES SHALL HAVE FIRE DAMPERS AND/OR BOOTS APPROVED FOR SUCH USE AND SHALL BE PER ALL APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESAFING ANY PENETRATIONS OF FIRE-RATED WALLS, CEILINGS, FLOORS, SHAFTS, CHASES, OR OTHER PROTECTED CONSTRUCTION REQUIRED BY HIS WORK. 3. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, TOOLS, AND EQUIPMENT NECESSARY TO COMPLETE THE INSTALLATION OF THE HEATING, COOLING AND VENTILATING SYSTEMS. THE MECHANICAL CONTRACTOR SHALL FURNISH THE HEATING AND COOLING EQUIPMENT, TEMPERATURE CONTROLS, ELECTRICAL CONTROLS, STARTERS, RELAYS, EXHAUST FANS, ETC. ELECTRICAL ROUGH-INS AND FINAL ELECTRICAL POWER CONNECTIONS SHALL BE BY ELECTRICAL CONTRACTOR. 4. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, CLEAN, AND PROTECTED FROM WEATHER AND FROM DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER, AND SHALL BE AS SPECIFIED FOR EACH ITEM. ALL PRODUCT SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH THE WORK. ALL MANUFACTURED PRODUCTS SHALL CARRY APPROVALS OF PERTINENT STANDARDS AND TESTING AGENCIES. 5. WORKMANSHIP SHALL BE OF FINEST QUALITY AND ALL EQUIPMENT, PIPING, DUCTS, ETC., SHALL BE INSTALLED IN A NEAT AND PROFESSIONAL MANNER, SECURED, SUPPORTED, LEVELED, AND WITHOUT SAG OR VIBRATION. 6. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS EMPLOYEES OR WORK. AT THE COMPLETION OF THE WORK HE SHALL REMOVE ALL OF HIS TOOLS, SCAFFOLDING, SURPLUS MATERIALS, AND ALL RUBBISH GENERATED BY HIS WORK FROM THE BUILDING AND PROPERTY. 7. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF THE HVAC SYSTEMS AND SHALL PERFORM ALL WORK TO THE SATISFACTION OF THE ARCHITECT. 8. THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL FUEL GAS PIPING AS NECESSARY FOR ALL OF HIS EQUIPMENT. ALL FUEL GAS MATERIALS AND WORK SHALL COMPLY WITH 2O08 INDIANA FUEL GAS CODE 675 IAC 25-2 (2006 INTERNATIONAL FUEL GAS CODE W/ 2008 INDIANA AMENDMENTS) AND PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. PIPING SHALL BE SCHEDULE 40 BLACK STEEL W/ STEEL FITTINGS. PIPING 2" IPS OR SMALLER SHALL HAVE THREADED FITTINGS. PIPING LARGER THAN 2" IPS SHALL BE WELDED ONLY. ALL PIPING SHALL BE SUPPORTED PER IFGC SEC. 404.7, 407, AND RELATED SECTIONS. ALL STEEL PIPING BELOW GRADE SHALL BE IN WATERTIGHT CONDUIT TO PREVENT CORROSION. CSST MAY BE USED WHERE ALLOWED BY CODES FOR CONNECTION TO EQUIPMENT AND APPLIANCES. ALL GAS PIPING SHALL BE PRESSURE TESTED AND SUPPLY LINES PURGED PRIOR TO PLACING THE SYSTEM INTO SERVICE PER IFGC 404.16, 406, AND RELATED SECTIONS. PROVIDE UNION, DIRT LEG, AND AGA-APPROVED FULL-PORT GAS COCK AT ALL APPLIANCES. GAS COCK SHALL BE IN AN EASILY ACCESSIBLE LOCATION AND VISIBLE FROM THE EQUIPMENT. 9. FUEL GAS PIPING SHALL BE PAINTED W/ CORROSION-RESISTANT PAINT WITH LABELING FULL LENGTH PER ANSI/ASME A13.1-2007, BLACK LETTERING ON YELLOW BACKGROUND. 10. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO CONTACT ALL JURISDICTIONAL AUTHORITIES PERTINENT TO HIS WORK AND TO COMPLY WITH ALL OF THEIR INSPECTION REQUIREMENTS. 11. UNLESS OTHERWISE NOTED OR APPROVED, FLEX DUCT SHALL BE USED ONLY FOR DIRECT SUPPLY FROM BRANCH DUCT TO DIFFUSERS OR GRILLES (MAX. LENGTH 5'). ALLOWABLE FLEX DUCT SIZES: 110 CFM OR LESS: 6"DIA. 111-200 CFM: 8"DIA. 201-300 CFM: 9"DIA. 301-400 CFM: 10"DIA. ALL FLEX DUCT SHALL BE STRETCHED TAUT AND SUPPORTED AND ROUTED SO AS TO AVOID BENDS. ALL BENDS SHALL BE MADE WITH METAL DUCT ELBOWS. 12. DUCTWORK SHALL BE EXTERNALLY INSULATED RIGID DUCT, CONSTRUCTED, REINFORCED AND SUPPORTED PER CURRENT SMACNA STANDARDS FOR LOW-PRESSURE DUCTWORK. UNLESS OTHERWISE NOTED OR APPROVED, ALL DUCTS SHALL BE METAL. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS AND SHALL NOT BE REDUCED. 13. ALL DUCTWOR K S H A L L B E S E A L E D I N A C C O R D A N C E W I T H I N D I A N A E N E R G Y C O N S E R V A T I O N C O D E 6. 4. 4. 2. 1. A P P R O V E D SEALANTS ARE FLEXIBLE RUBBER/ELASTOMERIC GASKETS, FIBER-REINFORCED MASTIC, OR MASTIC APPLIED WITH MESH T A P E, A N D S H A L L C O M P L Y W I T H U L 1 8 1. P R E S S U R E- S E N S I T I V E A D H E S I V E T A P E S S H A L L N O T B E U S E D E X C E P T A S A COSMETIC COVERING OR SECONDARY SEALING METHOD. 14. DUCT INSULATION SHALL COMPLY WITH INDIANA ENERGY CONSERVATION CODE REQUIREMENTS AND SHALL BE R-8 MINIMUM, .75 PCF, 1-1/2" THICK W/ VAPOR BARRIER FACE, OWENS-CORNING SOFTR 75 OR EQUAL. 15. INSULATE ALL SUPPLY AND REfURN AIR DUCTS AS NOTED ON PLANS AND DEfAILS - IF NOT NOTED OTHERWISE, INSULATE FULL LENGTH. INSULATE ALL SUPPLY AND RETURN AIR DUCTWORK WITHIN ATTICS, CRAWL SPACES, OR ANY OTHER UNCONDITIONED SPACES. PLENUMS WITHIN CONDITIONED SPACES DO NOT REQUIRE INSULATION UNLESS NOTED OTHERWISE ON THE DRAWINGS. INSULATE ALL FRESH AIR AND EXHAUST DUCTWORK FULL LENGTH. ANY DUCTWORK EXPOSED TO WEATHER SHALL HAVE WATERPROOF AND UV-RESISTANT JACKETING. 16. ALL HVAC PIPING INCLUDING REFRIGERANT LINESETS, CHILLED WATER, DOMESTIC HOT WATER, HYDRONIC SUPPLY AND RETURN LOOPS, AND STEAM (SUPPLY AND CONDENSATE/REfURN) SHALL BE INSULATED PER INDIANA ENERGY CODE 6.4.4.1.3 AND TABLE 6.8.3, W/ ARMAFLEX AP OR EQUAL. RADIANT FLOOR OR CEILING HYDRONIC PIPING, INCLUDING MANIFOLDS, SHALL BE INSULATED FROM THE SOURCE (BOILER, CHILLER, COIL) TO THE POINT WHERE PIPING ENTERS THE FLOOR OR CEILING SYSTEM, AS APPLICABLE. INSULATION THICKNESS SHALL BE PER IEC TABLE 6.8.3 UNLESS A GREATER THICKNESS IS SPECIFIED ON THE PLANS OR NOTES. t/2" SHALL BE THE MINIMUM THICKNESS ALLOWED FOR ANY PIPING REQUIRING INSULATION. 17. INSTALL VOLUME DAMPERS OR VOLUME EXTRACTORS AS APPLICABLE AT ALL BRANCH TAKE-OFFS AND WHERE INDICATED ON THE DRAWINGS. 18. ALL DIFFUSERS SHALL HAVE INTEGRAL VOLUME DAMPERS. 19. COORDINATE DIFFUSER AND GRILLE LOCATIONS WITH LIGHT FIXTURES, SPRINKLER NEADS, AND OTHER CEILING-INSTALLED ITEMS. 20. DRAWINGS INDICATE REQUIRED SIZES AND POINTS OF TERMINATION FOR DUCTWORK. DRAWINGS SHOW SUGGESTED ROUTING, BUT ALL NECESSARY OFFSETS MAY NOT BE SHOWN. CONTRACTOR SHALL INSTALL HIS WORK IN A MANNER THAT WILL CONFORM WITH STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND MAINTAIN MAXIMUM CLEARANCES. 21. ALL DUCTWORK, PIPING, AND VALVES IN FINISHED AREAS SHALL BE CONCEALED BENEATH FLOORS, ABOVE CEILINGS, AND WITHIN WALLS UNLESS OTHERWISE NOTED OR APPROVED. 22. ALL VALVES, COILS, DAMPERS, ETC. SHALL BE INSTALLED ALLOWING EASY ACCESS TO THEM. AREAS ADJACENT TO ACCESS PANELS SHALL BE KEPT CLEAR OF OBSTRUCTIONS. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ASPECTS OF HIS WORK WITH THE WORK OF OTHER TRADES PRIOR TO INSTALLATION. M.C. SHALL COORDINATE WIRING REQUIREMENTS AND OVERCURRENT PROTECTION FOR HIS EQUIPMENT WITH ELECTRICAL CONTRACTOR. 24. ALL EQUIPMENT SHALL BE AND CONSIST OF NOT LESS THAN SIZES AND CAPACITIES SCHEDULED. 25. THERMOSTATS, HUMIDISTATS, AND SIMIIAR SYSTEM CONTROLS INSTALLED IN PUBLIC AREAS SHALL BE INSTALLED WITHIN LOCKABLE, TRANSPARENT ENCLOSURES. SENSORS AND CONTROLS IN NON-PUBLIC AREAS OR WITHOUT ADJUSTMENT FEATURES OR WHICH ARE PASSWORD OR OTHERWISE PROTECTED AGAINST CASUAL OR UNAUTHORIZED ADJUSTMENT DO NOT REQUIRE LOCKABLE ENCLOSURES. INSTALL THERMOSTATS AND HUMIDISTATS APPROXIMATELY 4'-8" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. 26. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN REfURN AIR DUCTS FOR ALL AIR HANDLERS OR COMBINED SYSTEMS OF GREATER THAN 2,000 CFM CAPACITY PER IMC SEC. 606., AND FOR ALL SYSTEMS INSTALLED IN BUILDINGS WITH FIRE DETECTION SYSTEMS. M.C. SHALL COORDINATE REQUIREMENTS FOR DUCT SMOKE DETECTORS WITH OTHERS AS NEEDED. 27. COORDINATE A/C CONDENSATE DRAINAGE WITH PLUMBING CONTRACTOR. 28. M.C. SHALL SIZE REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS FOR THE ACTUAL LINE LENGTHS AND VERTICAL LIFTS REQUIRED. 29. ROUTE REFRIGERANT LINE SETS THROUGH WALLS, FLOORS, CHASES, AND ATTIC SPACES. LINE SETS MAY BE LEF7 EXPOSED WITHIN UNFINISHED OR SEMI-FINISHED, NON-PUBLIC SPACES - HOLD TIGHT TO WALLS AND PROTECT FROM INCIDENTAL DAMAGE. PROVIDE LONG LINE SETS AND ALL ASSOCIATED EQUIPMENT AND ACCESSORIES WHERE RECOMMENDED OR REQUIRED BY MANUFACTURER. PROVIDE APPROVED PIPE SLEEVES FOR WALL PENETRATIONS. ALL REFRIGERANT LINESETS SHALL BE INSULATED. INSUlATION EXPOSED TO WEATHER SHALL HAVE APPROVED WEATHER AND UV-RESISTANT PROTECTIVE COVERING. 30. DO NOT ALTER, CUT, OR MODIFY FLOOR JOISTS, ROOF TRUSSES, OR OTHER STRUCTURAL COMPONENTS WITHOUT WRITTEN APPROVAL FROM ARCHITECT/ENGINEER AND JOIST/TRUSS FABRICATOR. 31. CLOTHES DRYER EXHAUSTS SHALL BE ROUTED DIRECTLY TO OUTDOORS PER IMC SEC. 504, 504.4, AND RELATED SECTIONS. ALL CLOTHES DRYER EXHAUST DUCT SHALL BE RIGID METAL DUCT, 26 GA. MIN. TERMINATION SHALL BE WEATHERPROOF WITH BACKDRAFT DAMPER AND SHALL BE LOCATED 3 FEET MINIMUM FROM OPENINGS PER IMC 501.2 AND 401.4. PROVIDE DUCT CLEANOUT CONNECTION AT APPLIANCE OUTLET PER IMC 504.3. 32. CONTRACTOR SHALL, WITHIN 90 DAYS OF SUBSTANTIAL COMPLETION, PROVIDE THE OWNER WITH COMPLETE HVAC SYSTEM AS-BUILT DRAWINGS AND OPERATION & MAINTENANCE MANUALS. CONTRACTOR SHALL ALSO PROVIDE AIR AND/OR HYDRONIC SYSTEM BALANCING REPORTS FOR ANY HVAC SYSTEMS SERVING MORE THAN 5,000 SQUARE FEET. 33. GUARANTEE: THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLEfION AND AFTER ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL REPLACE OR CORRECT, WITHOUT COST TO THE OWNER, ANY DEFECTS FOUND OR OCCURRING DURING THIS PERIOD. V z � OZ Wo �Q �� m� c)Z ��Z z H Q � z� J Q z � O W � - aQ�� w � � O � W Q � Q vU c� Q DISCLAIMER: This fs an origlnal deslgn, created by KJG Arehitecture, Inc. The concepts, idas, plans and detalls are the sole properry of KJG Architecture, Inc. None of the aforementloned shall be used by or diselosed to any person, flrm or organizatlon for any purpose without the prlor wrltlen pertnisslon oi KJG Archltecture, Inc. PROFESSIONAL SEAL: \`\�auiiinu�,,,�� ,.��` J OHN ''�% .��i'' G1ST f� p� ��'��'�, ' �� No. `O�� - �19 600148� = _ � � _ - _ --- _ - % *' � STATE OF % * � : .: , . : �'., �`• �NDIA�'.�� • ��''�q'�H TE� ��`�� ''��,,, � � � � � � � �+��`` PROJECT DATE: 05-12-2015 No. DESCRIPTION: DRAWV DA1'E BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 DRAWIl�iG TITLE: MECHANICAL PLANS & SCHEDULES SHEET NUMBER: ADJUSTABLE CLEANOUT ZURN #Z1400 -� 2'-6" SQ. X 6" DEEP CONCREfE BY P.C. POUR FLUSH WITH FINISHED GRADE. - CLEANOUT PLUG. 5'-0" MAX. TO BLDG. 6" X 6" N0. 10 MESH. CONNECT TO EXIST. SANITARY EIGHTH BEND Y-BRANCH CLEANOUT TO GRADE SCALE: N.T.S. SAME SIZE AS BUILDING WASTE LINE, 4" MIN. PLUMBING FIXTURES MARK DESCRIPTION CW HW WASTE VENT FLOOR-MOUNTED, 2-PIECE TANK-STYLE, A.D.A.-COMPLIANT WATER CLOSET W/ PRESSURE ASSIST WC-1 1.6 GPF, FULLY GLAZED TRAP, ELONGATED BOWL, 17" BOWL HEIGHT, 12" ROUGH-IN. EQUAL TO t/2" -- 4" 2" KOHLER "HIGHLINE" #K-3493 WITH OPEN FRONT ANTI-MICROBIAL SEAT, "LUSTRA" #K4650 A.D.A.-COMPLIANT WALL-MOUNT VITREOUS CHINA LAVATORY W/ CAST-IN OVERFLOW, PIPING L-1 SHROUD, & 8" CENTER DRILLING. KOHLER PINOIR #K-2035-8 OR EQUAL W/ BRACKET MOUNT. 1/2" 1/2" 1-1/2" 1-1/4" INSTALL W/ CHROME PLATED BRASS P-TRAP. INSTALL W/ RIM OF FIXTURE 34 A.F.F. U.N.O. FAUCET: WIDESPREAD LAV FAUCET W/ (2) A.D.A. LEVER HANDLES, CERAMIC DISC VALVES, GRID DRAIN AND .5 GPM FLOW RESTRICTOR. KOHLER CORALAIS #K-15265-4-CP W/ #K-7129-A GRID DRAIN W/ OVERFLOW, OR APPROVED EQUAL. ON-GRADE ADJUSTABLE FLOOR DRAIN, 3" SCHEDULE 40 HUB CONNECTION W/ 5" SQUARE „ FD-1 NICKEL BRONZE RING AND STRAINER. ZURN #FD2254-PV2-S5. 3 WH-1 POINT OF USE ELECTRIC WATER HEATER, 6 GALLON COMPACT, 2000W HEATING ELEMENT. GENERAL 3/4" 3/4° -- -- ELECTRIC MODEL #GEO6P06SAG OR EQUAL VERIFY ALL WASTE, VENT, AND SUPPLY SIZES WITH PLANS AND DETAILS AND WITH MANUFACTURERS' CURRENT SPECIFICATIONS. CONTRACTOR SHALL VERIFY ALL REQUIRED CLEARANCES FOR COUNTER-MOUNTED SINKS AND LAVATORIES WITH CABINET AND COUNTERTOP SUPPLIER(S) PRIOR TO ORDERING FIXTURES. � 4" VTR „I � `� � = 3 � ��-� �I � � �� I � i � I f SK-1 WCO i 1-1/2" �, 2„ WASTE & VENT ISOMETRIC SCALE: N.T.S. � _ __ � � � � ', GARAGE 104 �� PLUMBING PLAN SCALE: 1 /4"=1 �-0° PLUMBING PLAN KEYED NOTES: 1❑. PROVIDE 90' FULL-PORT SHUT OFF VALVES FOR ROUTINE MAINTENANCE OF PLUMBING EQUIPMENT. 2�. CONNECT BUILDING SANITARY WASTE TO D(ISTING SEPTIC SYSTEM. VERIFY LOCATION, SIZE AND FLOW DIRECTION. 3�. POINT OF USE ELECTRIC WATER HEATER. 110' DOMESTIC HOT WATER FROM WATER HEATER TO ALL PLUMBING FIXTURES, HAND SINKS & LAVATORIES. - SEE PLUMBING SCHEDULE. ELECTRIC WATER HEATER TO BE INSTAI.LED ABOVE WATER SOFfENER (ON SHELF STRUCTURE TO SUPPORT FULLY LOADED WEIGHT OF TANK WITH WATER). POWER CONNECTIONS SHALL BE BY ELECTRICAL CONTRACTOR. 4�. TRAPPED FLOOR DRAIN FOR FURNACE CONDENSATE DRAINAGE TO SANITARY DRAIN -- COORDINATE W/ MECHANICAL CONTRACTOR. ROUTE AND SECURE CONDENSATE DRAIN LINES TO PREVENT TRIPPING HAZARD OR DAMAGE TO LINE. MAINTAIN AIR GAP AT DRAIN. 5�. 3" VENT STACK UP W/ 4" VENT THROUGH ROOF. FIXTURE VENT PIPING UP WITHIN WALL, IYPICAL. 6❑. PC. TO PROVIDE ROUGH-INS AND BY-PASS ARRANGEMENT FOR THE FUTURE WATER SOFTENER CONNECTION. WATER SOFTENER TO BE PROVIDED BY OWNER. PIPING LEGEND NEW SANITARY WASTE PIPING VENT PIPING CLEANOUT (COTG = CLEANOUT TO GRADE, �� WCO = WALL CLEANOUT, FCO = FLOOR CLEANOUT) f �� !� NOTE: INSTALL WATER & SANITARY PIPING WITH 6" MIN. GRANULAR FILL ABOVE & BELOW PIPE. TOP OF PIPE MUST BE VISIBLE AT TIME OF INSPECTION, ALONG WITH MAIN CONNECTIONS PLUMBING GENERAL NOTES 1. GENERAL: THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION OF THE PLUMBING WORK AS SHOWN ON THE DRAWINGS AND AS HEREINAFTER SPECIFIED. 2. SCOPE OF WORK: THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, TOOLS, EQUIPMENT AND SERVICES TO COMPLETE THE INSTALLATION OF THE SANITARY WASTE & VENT AND DOMESTIC WATER SYSTEMS. THE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY EXCAVATIONS FOR STORM AND SANITARY SEWERS, DOMESTIC WATER LINES, SUMPS, ETC. BACKFILL WITH CLEAN FILL SAND OR PEA GRAVEL INSIDE THE BUILDING, BELOW SIDEWALKS OR DRIVEWAYS, OR AS DETAILED ON THE DRAWINGS. ALL BACKFILL MATERIALS SHALL BE VIBRATION COMPACTED IN LIFTS OF 12" OR LESS. FUEL GAS PIPING, FITTINGS AND OTHER COMPONENTS OF FUEL GAS SYSTEMS SHALL BE BY MECHANICAL CONTRACTOR. PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF HIS EQUIPMENT WITH MECHANICAL CONTRACTOR AND OTHERS AS REQUIRED FOR A COMPLETE AND SAFE FUEL GAS SYSTEM COMPLIANT WITH CURRENT INDIANA FUEL GAS CODE AND WITH ALL OTHER APPLICABLE CODES, STANDARDS, AND REGUTATIONS. THE PLUMBING CONTRACTOR SHALL FURNISH THE PLUMBING FIXTURES AND WATER HEATERS, PIPE, FITTINGS, TRAPS, STRAINERS, GAUGES, PRESSURE REGULATORS, FLEXIBLE CONNECTIONS, STOP VALVES, UNIONS, PIPE INSULATION, ETC. INSULATE ALL WATER LINES ABOVE GRADE. MATERIALS: A. DOMESTIC SEWER: PVC DWV SCH 40 B. VENT STACKS & PIPING: PVC DWV SCH 40 C. DOMESTIC HOT WATER PIPING: TYPE L DRAWN COPPER OR PEX D. DOMESTIC COLD WATER PIPING: TYPE L DRAWN COPPER OR PEX E. SUBGRADE WATER SERVICE PIPING: TYPE K DRAWN OR ANNEALED COPPER (CONTINUOUS) F. STORM SEWER: PVC SDR 35 (GLUED JOINTS) ALTERNATIVE MATERIALS, WHERE APPROPRIATE AND IN COMPLIANCE WITH THE CURRENT INDIANA PLUMBING CODE, MAY BE APPROVED BY THE ARCHITECT AND ENGINEER. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT PRIOR APPROVAL. 3. THE PLUMBING CONTRACTOR IS REFERRED TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS AND MATERIALS OF BUILDING CONSTRUCTION, ETC. DRAWINGS FOR PLUMBING WORK ARE SCHEMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT AND EQUIPMENT REQUIRED. REFER TO MANUFACTURERS' STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS, FITTINGS, VALVES, OFFSETS, ETC., AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. 4. SPECIFICATIONS INDICATE QUALITY OF MATERIALS AND WORKMANSHIP DESIRED. ITEMS SHOWN ON DRAWINGS AND NOT SPECIFIED, OR VICE VERSA, SHALL BE FURNISHED EVEN THOUGH NOT SHOWN ON THE DRAWINGS OR SPECIFIED. 5. WORKMANSHIP SHALL BE OF FINEST QUALITY AND ALL EQUIPMENT, PIPING, ETC., SHALL BE INSTALLED IN A NEAT MANNER, SECURED, LEVELED AND WITHOUT SAG. ALL PLUMBING WORK SHALL BE IN STRICT ACCORDANCE WITH CURRENT INDIANA PLUMBING CODE AND WITH ALL APPLICABLE LOCAL PLUMBING CODES AND ORDINANCES, INCLUDING ALL ADOPTED AMENDMENTS. COORDINATE WORK WITH OTHER TRADES. 6. EXAMINATION OF SITE: THIS CONTRACTOR SHALL VISIT THE SITE AND FULLY ACQUAINT HIMSELF WITH THE I CONDITIONS AS THEY EXIST, SO THAT HE MAY FULLY UNDERSTAND THIS CONTRACT. 7. QUALITY OF MATERIALS AND MANUFACTURE OF EQUIPMENT: ALL MATERIALS USED SHALL BE NEW, FREE FROM DEFECTS, CLEAN AND PROTECTED FROM THE WEATHER AND FROM DAMAGE BEFORE AND AFfER INSTALLATION, AND SHALL BE AS SPECIFIED UNDER THE BASE BID FOR EACH ITEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND MATERIALS EXACTLY AS SPECIFIED, EXCEPT AS HE MAY ELECT TO FURNISH ALTERNATE MATERIAL OR EQUIPMENT AS APPROVED BY THE ARCHITECT. 8. FIXTURES DESIGNATED FOR HANDICAP ACCESSIBILITY (A.D.A.) SHALL COMPLY WITH ANSI A177.1, LATEST EDITION, INCLUDING ADOPTED INDIANA AMENDMENTS. 9. PROVIDE BACKFLOW PREVENTION DEVICES (BPD) IN WATER LINES AS SHOWN ON PLANS AND ELSEWHERE AS REQUIRED BY LOCAL AUTHORITIES. USE DEVICES OF APPROVED TYPE AND MANUFACTURER (ATMOSPHERIC VACUUM, PRESSURE VACUUM, DOUBLE CHECK AND REDUCED PRESSURE PRINCIPLE). 10. PROVIDE & INSTALL PREFORMED PIPE INSUlATION ON ALL EXPOSED PIPING IN FINISHED SPACES. PROTECTIVE COVERING MEETING THE REQUIREMENTS OF ASTM E-84 SHALL BE INSTALLED ON ALL LAVATORIES WITH EXPOSED SUPPLIES & WASTE TRAPS. 11. INSULATE ALL ABOVE-SLAB DOMESTIC COLD WATER PIPING WITHIN 50' MINIMUM OF THE BUILDING SERVICE ENTRANCE AND ALL DOMESTIC HOT WATER PIPING W/ 1/2" MINIMUM ARMACELL ARMAFLEX AP OR EQUAL (1" MINIMUM FOR PIPES LARGER THAN 1-1/2" IPS). COORDINATE W/ LOCAL INSPECTOR FOR VERIFICATION OF INSULATION OF SUBGRADE OR CONCEALED HOT WATER PIPING PRIOR TO CONCEALMENT. 12. PROVIDE & INSTALL EXPOSED OR READILY ACCESSIBLE CHROME-PLATED SUPPLY STOPS IN ALL SUPPLY PIPING AT EACH FIXTURE. SUPPLY STOPS SHALL BE SAME SIZE AS FIXTURE SUPPLY PIPING. 13. SUPPLY PIPING AT ALL QUICK CLOSING VALVES INCLUDING BUT NOT LIMITED TO WATER CLOSETS, URINALS, LAUNDRY EQUIPMENT, DISHWASHERS, EfC., SHALL HAVE APPROVEq WATER HAMMER ARRESTORS. 14. SUBGRADE WASTE PIPING SHALL BE SIZED NOT LESS THAN 2" IPS. 15. ALL PIPE PENEfRATIONS THROUGH INTERIOR WALLS AND CEILINGS SHALL BE TRIMMED WITH CHROME-PLATED ESCUTCHEONS. DO NOT USE SPLIT-RING ESCUTCHEONS IN NEW CONSTRUCTION. 16. CONCREfE SLAB AND EXTERIOR WALL PENETRATIONS SHALL BE METAL PIPE SLEEVED W/ ANNULAR SPACE FILLED AND SEALED. ANY PENETRATIONS THROUGH PROTECTED CONSTRUCTION SHALL MAINTAIN OR EXCEED THE FIRE RATING OF THE ASSEMBLY. 17. WHERE NOT OTHERWISE SPECIFIED OR DETAILED, WASTE CLEANOUTS MAY BE CLEANOUT WYES IN FIXTURE DRAIN PIPING. CLEANOUTS SHALL BE THE SAME SIZE AS THE WASTE PIPE CONNECTED T0, MINIMUM 1-1/2", MAXIMUM 6". PROVIDE WALL CLEANOUTS WITH METAL COVERS WHERE FIXTURE DRAIN PIPING IS NOT EXPOSED OR WHERE OTHERWISE APPROPRIATE. 18. WALL CLEANOUTS SHALL HAVE COATED CAST METAL BODY WITH GAS- AND WATER-TIGHT THREADED PLUG AND BRUSHED OR POLISHED STAINLESS STEEL COVER. FINISH SHALL BE APPROVED BY ARCHITECT ❑AND/OR OWNER. FLOOR CLEANOUTS SHALL BE ADJUSTABLE WITH COATED CAST MEfAL BODY, ANCHOR O FLANGE, THREADED PLUG, AND CAST METAL COVER - PROVIDE CARPET FLANGE WHERE APPROPRIATE. 19. VERIFY SERVICE CONNECTION POINTS, SIZES, ELEVATIONS AND METERING LOCATIONS WITH LOCAL UTILITY COMPANIES, CIVIL ENGINEER, OR OTHER AUTHORITY AS NECESSARY. � 20. WATER PRESSURE: PLUMBING CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY, PRIOR TO ALL LOCALLY REQUIRED DEVICES SUCH AS WATER MEfER, BACKFLOW PREVENTION DEVICES, ETC, IS LESS THAN 55 PSIG STATIC, CONTACT OWNER'S REPRESENTATIVE. IF PRESSURE IS IN EXCESS OF 80 PSIG STATIC, INSTALLATION OF PRESSURE REDUCING VALVE IS REQUIRED. 21. CLEANING: THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS EMPLOYEES OR WORK, AND AT THE COMPLElION OF THE WORK HE SHALL REMOVE ALL HIS RUBBISH AND ALL OF HIS TOOLS, SCAFFOLDING AND SURPLUS MATERIALS FROM AND ABOUT THE BUILDING. 22. CUTTING AND PATCHING: THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE INSTALLATION OF THE PLUMBING SYSTEMS AND SHALL PERFORM ALL WORK TO THE SATISFACTION OF THE ARCHITECT. 23. IT SHALL BE THE RESPONSIBILIlY OF THE PLUMBING CONTRACTOR TO CONTACT ALL JURISDICTIONAL GOVERNMENTAL BODIES AND TO COMPLY WITH ALL OF THEIR INSPECTION REQUIREMENTS. 24. WARRANTY: THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND AFTER ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALS AND CORRECT ANY DEFECTS THAT OCCUR DURING THIS PERIOD WITHOUT COST TO THE OWNER. PITCH OF HORIZONTAL DRAINAGE PIPE PIPE SIZE MINIMUM PITCH (IPS) (INCH PER FOOT) SANITARY PIPING 2 1/2" OR LESS 1/4" (IPC TABLE 704.1) 3" TO 6" 1/$�� 8" OR LARGER 1/16" STORM PIPING ALL SIZES 1/8" (IPC TABLE 1106.3) V z � �Z Wo �Q �� p�p� c�Z ��z z H Q �, w � o oz�J �z a Q O W J �� w � � O � UQ `flQ U v r U Q DISCLAIMER: This is an orlginal desfgn, created by KJG Architecture, Ine. The concepts, ideas, plans and details are the sole property ot KJG ArchNecture, Inc. None of the eforementioned shell be used by or disclosed to any person, tirm or organlzatlon tor any purpose wtthout the prlor wrttten pertnlsslon of KJG Architecture, Inc. PROFESSIONAL SEAL: ``��uunu�i,,� .��` J OHIy ''%, . y _ , ,� ...�c, ,�� ;.-f ��srFR�.. '--, � �� , Faq'o ; - �960014� " ;'*'� STA OF f'*; '-., q,!NaA�.�� ,.�' ��'' � %, , ,' Q C H I T E � , , � � `' �� PROJECT DATE: 05-12-2015 No. DESCRIPTION: DRAWN DATE BY: [SSOED: PROJECT NUMBER: DRAWN BY: R2015.006 DRAWING TITLE: PLUM�ING PLANS SHEET NUMBER: ELECTRICAL GENERAL NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY TO COMPLEi�E THE WORK AS SPECIFIED HEREIN, SHOWN ON DRAWINGS, OR INCLUDED IN SEPARATE SPECIFICATIONS. E.C. SHALL BE RESPONSIBLE FOR ALL EXCAVATION AND ALL CUTTING AND PATCHING NECESSARY FOR THE COMPLETION OF THE ELECTRICAL WORK. 2. ALL EQUIPMENT SHALL BE COMPLETE WITH ALL REQUIRED APPARATUS, DEVICES, CONTROLS, LAMPS, ACCESSORIES, HARDWARE, SUPPORTS, ETC. AND INSTALLED COMPLETE WITH ALL REQUIRED DISCONNECTS, CONNECTORS, WIRING, ETC. 3. ALL ELECTRICAL WORK SHAL� BE PERFORMED IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION, WITH ADOPTED INDIANA AMENDMENTS, AND SHALL BE PERFORMED IN A GOOD WORKMANLIKE MANhER. 4. ALL MANUFACTURED MATERIAL AND EQUIPMENT SHALL BE TESTED IN ACCORDANCE WITH LATEST EDITIONS OF THE U.L., NEMA, ANSI, ASA, IEEE, AND IPCIA STANDARDS, AND SHALL BEAR THE U.L. LABEL OF APPROVAL WHERE APPLICABLE. UNLESS SPECIFICALLY INDICATED OTHERWISE ON DRAWINGS OR DETAILS, ALL MATERIALS SHALL BE NEW. 5. EQUIPMENT, WIRING ETC. SHOWN ON DRAWINGS IS SCHEMATIC IN NATURE. TYPICAL DETAILS ARE SUBJECT TO MINOR VARIATIONS TO SUIT SPECIFIC PRODUCTS UTILIZED AND TO MATCH THE JOB CONDITIONS. ACTUAL WORK REQUIRED WILL DEPEND UPON EXISTING CONDITIONS AND EQUIPMENT MANUFACTURERS' STANDARDS, INSTRUCTIONS, DIAGRAMS, DRAWINGS, ETC. 6. ALL PORTIONS OF THE ELECTRICAL SYSTEMS SHALL BE IN OPERATING CONDITION SATISFACTORY TO THE OWNER AND ARCHITECT BEFORE THE WORK OR MATERIALS WILL BE ACCEPTED. 7. THE OWNER WILL OBTAIN APPROVAL FROM THE APPLICABLE AGENCIES, PRIOR TO INSTALLATION AT A LATER DATE, ANY EQUIPMENT OR ITEMS NOT IDENTIFIED IN THESE DOCUMENTS. 8. THIS CONTRACTOR SHALL FULLY GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND AFTER ACCEPTANCE BY THE OWNER. 9. E.C. SHALL VERIFY ALL ELECTRICAL LOADS, WIRE SIZES, CONDUIT SIZES, QUANTITIES, MINIMUM CIRCUIT AMPACITIES AND OVERCURRENT PROTECTION REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT INCLUDED IN THE PROJECT PRIOR TO BEGINNING WORK. E.C. SHALL SUPPLY BREAKERS, CONDUCTORS, SWITCHGEAR, ETC. IN KEEPING WITH EQUIPMENT MANUFACTURERS' REQUIREMENTS AND RECOMMENDATIONS. 10. THE ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE LOCAL ELECTRIC UTILITY AND SHALL PROVIDE ALL MATERIALS AND LABOR AND PAY ALL COSTS AND FEES NOT BORNE BY THE LOCAL UTILITY AS NEEDED TO PROVIDE A COMPLETE ELECTRICAL SERVICE TO THE SPACE AS REQUIRED. 11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL CODE—REQUIRED CLEARANCES AND WORKING SPACES AROUND HIS EQUIPMENT, AND SHALL COORDINATE WITH OTHERS AS NEEDED TO MAINTAIN THESE SPACES. EXISTING METER BASE (V.I.F.) • EXISTING UNDERGROUND SERVICE FROM UTILITY TRANSFORMER NOTE: ELECTRICAL CONTRACTOR SHALL VERIFY LENGTHS OF SERVICE FEED TO ALL PANELS AND OF ALL CIRCUIT FEEDS AND SHALL INCREASE CONDUCTOR AND CONDUIT SIZES AS NEEDED TO MAINTAIN A VOLTAGE DROP OF NO MORE THAN 2� OF THE SOURCE VOLTAGE, ACCORDING TO THE FOLLOWING: VD=(2xKxIxD)/CM OR: CM=(2xKxIxD)/VD, WHERE: VD = VOLTAGE DROP (VOLTS) K= DC CONSTANT FOR COPPER, 12.9 OHMS I = AMPERAGE D = DISTANCE (FEET) CM = CONDUCTER SIZE, CIRCULAR MILS. 240V, 200A, 1 � FUSIBLE SERVICE DISCONNECT 12. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESAFING ALL PENEIRATIONS OF HIS WORK THROUGH OR INTO PROTECTED CONSTRUCTION, AND SHALL MAINTAIN THE REQUIRED FIRE RATING OF THE PROTECTED CONSTRUCTION. 13. WIRES AND CABLES SHALL COMPLY WITH UL STANDARDS 83 AND 486A, NEMA/ICEA STANDARDS PUB. #WC-5 AND WC-30, IEEE STANDARDS 82 AND 241, AND ASTM B1, 2, 3, 8, AND D753. PROVIDE COPPER CONDUCTORS WITH CONDUCTIVITY OF NOT LESS THAN 98% AT 20' C. ALL ELECTRICAL WIRING SHALL BE 100� COPPER, #12 MINIMUM, RATED AT NOT LESS THAN 600V. BRANCH CIRCUIT AND FEEDER CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQUIRED. 14. ELECTRICAL BOXES AND FITTINGS SHALL COMPLY WITH UL STANDARD 514—SERIES AND 886 AND NEMA STANDARDS PUBLICATIONS #051, 052, AND PUBLICATION 250. 15. PROVIDE GALVANIZED STEEL OUTLET, DEVICE, AND WIRING BOXES OF DEPTH AND SIZE ADEQUATE FOR LOCATION AND FUNCTION (RAIN TIGHT WHERE SUBJECTED TO RAIN OR MOISTURE). 16. WIRING DEVICES SHALL COMPLY WITH NEC, UL 20, 486A, 498 AND 943, IEES STANDARD 241 AND NEMA STANDARDS PUBLICATION #WDI, WD2 AND WD5. 17. UNLESS NOTED OR SCHEDULED OTHERWISE, RECEPTACLES SHALL BE GENERAL DUTY DUPLEX TYPE, 2—POLE, 3—WIRE, GROUNDED, 20 AMPS, 125 VOLTS. GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE DUPLEX FEED—THRU TYPE, CLASS A, GROUP 1, 20 AMPS, 125 VOLTS. ALL EXTERIOR RECEPTACLES SHALL BE WEATHER—RESISTANT AND GFCI—PROTECTED TYPE. 18. ELECTRICAL CONTRACTOR SHALL PROVIDE A MINIMUM NUMBER OF 120V CONVENIENCE RECEPTACLE OUTLETS AS REQUIRED BY NEC 210.50 THROUGH 210.63 AND OTHER APPLICABLE SECTIONS, AND IN ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS, AND DEfAILS. E.C. SHALL COORDINATE LOCATIONS OF ELECTRICAL BOXES, RECEPTACLES AND OUTLETS WITH FURNISHINGS AS NEEDED TO MAINTAIN USABILITY OF ALL ELECTRICAL DEVICES. 19. SWITCHES SHALL BE GENERAL DUTY, 20 AMPS, 125 VOLTS. INCANDESCENT LIGHTING DIMMERS SHALL BE 120/277 VOLTS, POWER RATING 125% MINIMUM OF CONTROLLED FIXTURE(S) TOTAL WATTAGE, SLIDE STYLE WITH ELECTROMAGNETIC FILTERS. 2a. OCCUPANCY SENSORS FOR CONTROL OF LIGHTING OR OTHER DEVICES SHALL BE 120/277V WITH ADJUSTABLE SENSITIVITY, TIME DELAY, AND LIGHT LEVEL CONTROL, MANUAL ON AND OFF W/ AUTOMATIC OFF, AND SHALL OPERATE WITH ANY LIGHTING LOAD INCLUDING PL LAMPS, ELECTRONIC BALLASTS, AND EXHAUST FANS. SENSORS AND THEIR INSTALLATION SHALL COMPLY WITH CURRENT INDIANA ENERGY CODE AND ASHRAE 90.1-2007 REQUIREMENTS. LOAD REQUIREMENTS SHALL BE 1000W MIN. BALLAST LOAD � 1 ZOV, 800W MIN. INCANDESCENT � 120V, 1800W MIN. BALLAST LOAD � 277V, W/ NO MINIMUM LOAD REQUIRED FOR PROPER OPERATION. 21. WALL PIATES SHALL BE SMOOTH PLASTIC, COLOR IVORY UNLESS OTHERWISE SPECIFIED OR NOTED ELSEWHERE. SEE ELECTRICAL SYMBOLS LEGEND. � „ P-1 PANELBOARD 200A MAIN BREAKER NEMA 1 240/120V 1 �, 3W 42 SP 4" CONDUIT W/ (3) 500 MCM THHN CONDUCTORS AND (1) #3 CU GROUND, OR EQUIVALENT SERVICE FEED. BOND TO BUILDING WATER SERVICE PER NEC SEC. 250.52(A)(1) (IF AVAILABLE) BOND TO BUILDING STEEL FRAME PER NEC SEC. 250.52(A)(2) (IF AVAILABLE) BOND TO CONCRETE—ENCASED ELECTRODE PER NEC SEC. 250.52�A)(3) (IF AVAILABLE) BOND TO MADE ELECTRODE PER NEC SEC. 250.52(A)(4-7) (IF RE UIRED GROUNDING SYSTEM INSTALLATION SHALL BE PER NEC 250.53, 250.64, 250.81. 230.82, AND OTHER APPLICABLE SECTIONS. W/ INDIANA AMENDMENTS (IEC). 2 ELECTRICAL RISER DIAGRAM E100 SCALE: N.T.S. 22. CIRCUIT AND MOTOR DISCONNECTS SHALL COMPLY WITH NEC, UL 98, AND NEMA STANDARDS #KSI. PROVIDE GENERAL DUTY ENCLOSED DISCONNECT SWITCHES WITH EXTERNALLY—OPERATED SWITCH BLADE HANDLE AND WITH ELECTRICAL CHARACTERISTICS REQUIRED BY CONTROLLED EQUIPMENT. PROVIDE FUSES FOR SAFETY SWITCHES AS RECOMMENDED BY MANUFACTURER, UL CLASS RK5 DUHL—ELEMENT FOR MOTOR LOADS AND UL CLASS RK1 FOR RESISTIVE LOADS. INSTALL SWITCH WITHIN SIGHT OF EQUIPMENT CONTROLLED. PROVIDE AND INSTALL ENGRAVED PLASTIC NAME PLATE ON ALL DISCONNECT SWITCHES. PROVIDE 1 SPARE SEf OF FUSES FOR EACH FUSED DISCONNECT. 23. PANELBOARDS SHALL COMPLY WITH NEC A��TiCL� 3�4, UL 67, 50, 869, 486A, 4�s6B, AND 1053, AND NEMA STANDARDS #25G, f'BI AND �1.?. PANELBOA.RDS SHA�'. ��_ FACTORY ASSEMBLED, DEAD—FRONT W/ LQCKAQf_E I-�!NGED DUOR, SAFETY—CONSTRUCTED SERVICE ENTRANCE CIRCUI? 3REAKER TYPE PANE!_S C� �� t AND RATINGS SPECIFIED. PROVIDE WITH SOL!D :;�JPPER EUS BARS, INCLUDiN!; NEUTRALS AND GROUND, AND WITH PLUG—IN T`r'PE C�RCUI? BnEAKtiRS. �A�.A"�±�"��,`- PANELBOARD BUS LOADS TO WITHIN 10% A�'�U CO�Pi_�TE Ar�D I�iSI�`,L�_ F`��H PANELBOARD'S CIRCUIT DIRECTORY (lYPED ONLY) UPON COtiaPLE?lON GF WOR!%. PROVIDE AND INSTALL ENGRAVED PLASTIC NAME PiATE ON ALL FhP�ELBOI�R[iS. �vi��viMUb1 SHORT CIRCUIT RATINGS FOR PANELBOARDS AN!� ��1G CJ�JNFCTIQN� SHAL� RE �",�DO AIC FOR 120�208V PANELBOARDS, 14,OOC AIC F�� '�7;'1480V, �1ND 10`v',OOJ ,^,��: ��OR FUSED PANELS. � 24. MAINTAIN REQUIRED DEDICATED CLEAR WORKIi�G SPA�E ar PA�� S<;S i,�� ;��_ ��,�:fU DRAWINGS AND PER IEC 110.26, MIN. 30"W x 36"D, �i_GOR—TG—CEILING. N�� P:��ING, DUCTWORK, OR OTHER NON—ELECTRICAL ITEMS S�aA't�_ aE IPJS�a,LLEG IN T�:iS ��'H�,�. THIS SPACE SHALL NOT BE USED FOR STORAGE F�? i�"C' 1? G2G(Bj, ia"� C�� '�iY OTHER PURPOSE. COORDINATE W/ OTHER� AS NLEu�v. 25. CIRCUIT BREAKERS SHALL HAVE PERMANENT THERMAL ANG INSI��AN1;?Nt�US f�t��"�1E�1C TRIP AND FAULT—CURRENT LIMITING PROTECT!ON. PROVIDE HACR—RATED BREAKERS FOR AL! HVAC SYSTEM COti1PONF�TS. VERIFY ALL APPLIANCE LOADS WITH OWNER A��D EQUirf�1ENT SUPPLitRS. 26. LIGHT FIXTURES SHALL COMPLY WITH NEC, NEMA, UL AND IES (APP!_ICABLE ARTICLES). INSTALL MANUFACTURER'S RECOMMENDED LAMPS iti ALL �IXTURES AND PROVIUE SPA�E LAMPS (5% OR PER SPECIFICATIONS) TO OVVNER. AT SUB�TANTIAL �OMPLETION, CLFA,N ALL FIXTURES AND LAMPS, REPLACE ALL BUR�,tG—OL'T LAMPS, AND REPLACE ANl' LAMPS IN USE FOR MORE THAN 60 DAYS DURING CONSTRUCTION. WHERE APPLICABLE, PROVIDE RECESSED FIXTURES DESIGNED AND ,4PPROVED FOR INSTALLATION ADJACENT TO INSULATION, AND RATED FOR DAMP OR WET i_OCAT!ONS AS APPLICABLE WHERE SUBJECTED TO MOISTURE. LIGHT FIXTURE BALLASTS SHALL BE ELECTRONIC ENERGY—EFFICIENT TYPE, HIGH POWER FACTOR/RAPID—START AND SHALL BE SUPPLIED BY THE FIXTURE MANUFACTURER WITH THE FIXTURE UNLESS NOTED OR SCHEDULED OTHERWISE � .. � �- ' €� u'�— � — _ — � \ � , W \ �� i � �� , i 2'-0" � i �, /� � e. i �' ' \ ~ � _ \ � I� �� :° . GaRAGE �� j ' �o� / / �` . .� \ i �� --� i � �.� I\ _ � '�__� � . �e_ — i ' �� E i ',� €, U' O� c� w 27. FLOOR RECEPTACLES AND HARDWIRED INSTALLATIONS MUST BE COORDINATED WITH FURNISHINGS AND EQUIPMENT PRIOR TO ROUGH—IN. VERIFY EXACT LOCATION OF FLOOR BOXES WITH OWNER PRIOR TO FLOOR SLAB POUR OR CUTTING. 28. E.C. SHALL PROVIDE AND INSTALL WIRING, CONDUIT, AND ASSOCIATED REQUIRED ITEMS AND MAKE ALL CONNECTIONS TO MECHANICAL EQUIPMENT, WATER HEATERS, EfC., AND SHALL PROVIDE ALL REQUIRED D�SCONNECTS NOT INCLUDED WITH THE EQUIPMENT. COORDINATE WITH MECHANICAL, PLUMBING, AND OTHER CONTRACTORS. 29. UNLESS OTHERWISE APPROVED BY OWNER AND ARCHITECT, CONDUITS FOR BRANCH WIRING SHALL BE ELECTRICAL METALLIC TUBING (EMT) IN DRY LOCATIONS, RIGID NONMETALLIC (RNC) IN AND UNDER FLOOR SLABS OR SUBGRADE, AND RIGID GALVANIZED (GRMC) IN EXTERIOR ABOVE—GRADE INSTALLATIONS AND IN DAMP OR WET LOGATIONS AS DEFINED BY THE NATIONAL ELECTRICAL CODE. ARMORED CABLE (AC), METAL CLAD (MC) CABLE, AND TYPE NM ROMEX CABLE ARE ACCEPTABLE AT LOCATIONS PERMITTED BY N.E.C. AND BY LOCAL CODES. ALL SLAB AND WALL PENETRATIONS SHALL BE IN APPROVED METAL SLEEVES WITH WATERTIGHT SEALS. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF THE INDIANA ELECTRICAL CODE, UNLESS A LARGER SIZE IS INDICATED ON THE DRAWINGS. CONDUIT SHALL BE INSTALLED PARALLEL TO OR AT RIGHT ANGLES TO BUILDING STRUCTJRt AND SHALL BE SUPPORTED TO PREVENT SAGGING. PROVIDE FULL STRINGS IN ALL EMPTY CONDUITS. PROVIDE PULL BOXES AT 90 DEGREE BENDS AND EVERY 50 LIN. FT. MAX. 3u. PROVIDE AND INSTALL A COMPLEfE GROUNDWG CONDUCTOR SYSTEM AS REQUIRED BY NEC AND LOCAL CODES AND ORDINANCES. WHERE AVAiLABLE, BOND ALL DEVICES AND BOXtS TC THE CONDUIT SYSTEM. ALL ENCLOSURES AND NON—CURRENT CARRYING MEfAL COMPONENTS SHALL BE GROUNDED. CONDUIT SYSTEMS SHALL BE ELECTRICALLY CONTINUOUS AND GROUNDED -- PROVIDE AND INSTALL BONDING JUMPERS AS NEEDED. CONTRACTOR SHALL TEST FOR AND VERIFY GROUNDING OF ALL DEVICES AND GROUNDING CONDUCTORS. 31. ALL METAL WATER PIPING, INCLUDING SPRINKLER PIPING, SHALL BE BONDED PER IEC 250.104(A) AND RELATED SUBSECTIONS. ALL OTHER METAL PIPING INCLUDING FUEL GAS OR AIR PIPING SHALL BE BONDED PER IEC 250.104(B). 32. AS REQUIRED BY INDIANA ENERGY CODE SEC. 8.7, CONTRACTOR SHALL, WITHIN 30 DAYS OF SUBSTANTIAL COMPLETION, FURNISH TO THE OWNER COMPLETE RECORD AS—BUILT ELECTRICAL DRAWINGS AND AN OPERATION AND MAINTENANCE MANUAL INCLUDING SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT INSTALLED AND INCLUDING ALL EQUIPMENT MAINTENANCE REQUIREMENTS AND SCHEDULES. i � � ❑� ❑o� �I o-�-�_ \. 1 2 , \ „ �,�_� � �� R.R. ' � � � ;� 3 , ,� C \ —' J � __ �_ y ' 1 0, � C � .. _ � .J._ �� , `�� _. � ��`� �� \ % — � ELECTRICAL L��HTIN� PL,A� E10a SCALE: 1/4°=1'-0" ��9 �, rv�~.A 04� � . 1 i MECH.,: �� 103 ;:<�� — � ° �� 5'-0" � —�� KITCHENETTE 102 5'-0" � \\ % � LIVING �� SPACE � ioo _ _ i� ` �. NL 5'-0" �� 1 � 0 i � lo � � . d' � 2' g" ;; 0 w � • s \ , t .��- � ,��,-�� ELECTRICAL POWER PL.AN SCALE: 1 /4"=1 �-0° � � �� ❑O � ELECTRICAL PLANS KEY NOTES 01 COORDINATE LIGHT FIXTURE LOCATION WITH MECHANICAL DUCTWORK. 02 REST ROOM EXHAUST FAN INSTALLED BY M.C., ELECTRICAL FEED AND CONTROL BY E.C., SEE MECHANICAL SHEETS. 03 EXHAUST FAN TO BE SWITCHED WITH ROOM LIGHTING CIRCUIT AND OPERATE WHEN ROOM IS IN USE. 04 UNDERGROUND CONDUIT TO CONNECT TO EXISTING ELECTRICAL SERVICE AT MAIN HOUSE 05 MAINTAIN REQUIRED CLEAR WORKING SPACE AT PANELBOARDS AS INDICATED AND PER IEC 110.26, MIN. 30"W x 36"D. O6 POWER FEED TO WATER HEATER -- SEE PLUMBING FIXTURE SCHEDULE. COORDINATE LOCATION AND ELECTRICAL REQUIREMENTS W/ PLUMBING CONTRACTOR. E.C. SHALL MAKE ALL POWER CONNECTIONS. 07 SEE MECHANICAL AND LIGHTING PLANS FOR REST ROOM EXHAUST FAN AND CONTROLS. 08 OFFSET RECEPTACLES ON OPPOSITE SIDES OF SHARED WALLS 16° MINIMUM. lYPICAL. 09 NEMA 3R DISCONNECTS PROVIDED AND INSTALLEG BY E.C. FOR OUTDOOR HVAC CONDENSING UNITS BY MECHANICAL CONTRACTOR. COORDINATE REQUIREMENTS W/ M.C. 10 ROUGH—IN FOR A/C UNIT PER MECHANICAL EQUIPMENT SCHEDULE. VERIFY REQUIREMENTS W/ MECHANICAL CONTRACTOR. PLAN NOTES: A. DEVICE HEIGHTS INDICATED ARE TO CENTER OF BOX UNLESS NOTED OTHERWISE. B. LOCATIONS AND ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT FEEDS, INCLUDING THOSE FOR EQUIPMENT PROVIDED AND INSTALLED BY OWNER, MUST BE COORDINATED WITH OWNER AND OTHERS PRIOR TO ROUGH—IN. OWNER WILL NOT BE RESPONSIBLE FOR THE COST OF RELOCATING SUCH BOXES WHICH HAVE NOT HAD LOCATIONS VERIFIED PRIOR TO ROUGH—IN. C. ALL CONDUIT NOT WITHIN SLABS SHALL BE EMT OR GRC. D. E.C. SHALL BE RESPONSIBLE FOR ELECTRICAL POWER FEEDS AND CONNECTIONS TO ALL ELECTRICAL EQUIPMENT BY OTHERS, INCLUDING HVAC EQUIPMENT, WATER HEATERS, FANS, WATER COOLERS, ETC. UNLESS NOTED OTHERWISE, DISCONNECTS FOR ALL EQUIPMENT SHALL BE PROVIDED AND INSTALLED BY E.C. E. VERIFY ALL APPLIANCE AND MECHANICAL EQUIPMENT LOADS WITH OWNER AND MECHANICAL CONTRACTOR. F. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION, SLAB CUTTING, AND PENETRATIONS REQUIRED BY HIS WORK. COORDINATE W/ OTHERS AS NEEDED. G. MAINTAIN IEC—REQUIRED DEDICATED EQUIPMENT SPACE AND CLEAR WORK SPACE IN FRONT OF AND ABOVE ALL PANELBOARDS AND SWITCHGEAR. H. E.C. SHALL COORDINATE AND VERIFY LOCATIONS OF ALL POWER AND DATACOMM RECEPTACLES, JUNCTION BOXES, AND FLOOR BOXES WITH OWNER PRIOR TO ROUGH—IN. OWNER WILL NOT BE RESPONSIBLE FOR THE COST OF RELOCATING ANY SUCH OUTLETS OR DEVICES INSTALLED WITHOUT PRIOR APPROVAL. I. ALL RECEPTACLES AND COMMUNICATIONS DEVICES SHALL BE FLUSH (RECESS) MOUNTED UNLESS NOTED OTHERWISE. J. ALL APPLIANCES ARE PROVIDED BY OWNER -- VERIFY REQUIREMENTS W/ OWNER PRIOR TO ROUGH—IN. K. E.C. SHALL INSTALL DEVICE BOXES AND CONDUIT WITHIN WALLS FOR ALL DATA AND COMMUNICATIONS DEVICES. CONTINUE CONDUIT UP INTO ATTIC TO 4" MINIMUM ABOVE ADJACENT FRAMING AND TERMINATE IN AN ACCESSIBLE LOCATION. PROVIDE PULL STRING IN ALL EMPTY CONDUITS. L. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POWER FEEDS AND CONNECTIONS TO ALL EQUIPMENT BY ALL TRADES, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING, SYSTEMS FURNITURE, AND EQUIPMENT PROVIDED BY OWNER AND OTHERS. M. FIRE ALARM SYSTEM DESIGN (IF ANY) IS BY OTHERS. SYMBOL � O � �L „'` i'�' ,'. � or �3 � � GFI � WP � �� %%%%%%%i � • � ELECTRICAL LEGEN�J DESCRIPTION COMMERCIAL LED 6" RECESSED MEDIUM BEAM DOWNLIGHT, CALCULITE C6L1520DL30KMCLW OR APPROVED EQUAL COMMERCIAL WET LOCATION 6° RECESSED 32W CFL LENSED DOWNLIGHT, CALCULITE 8091 OR APPROVED EQUAL 24" FLUORESCENT VANITY LIGHT, (2) 17W T8 ELECTRONIC BALLAST, ACRYLIC DIFFUSER. LIGHTOLIER BELMONT OR EQ. DENOTES THAT FIXTURE IS TO BE USED AS NIGHT LIGHT — WIRE BALLAST TO NIGHT LIGHT CIRCUIT (ALWAYS ON). RECESSED EXHAUST FAN WITH LIGHT PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY E.C. SEE MECHANICAL SHEETS — COORDINATE W/ M.C. WALL—MOUNT TOGGLE SWITCH. 125V, 20A DUPLEX RECEPTACLE OUTLET, HUBBELL #5362 OR EQUAL. FLUSH MOUNT 16" A.F.F. U.N.O. PLASTIC TRIM PLATE TO MATCH RECEPTACLE COLOR. SEE GENERAL ELECTRICAL NOTES FOR ADDITIONAL REQUIREMENTS. 125V, 20A GFCI DUPLEX RECEPTACLE, HUBBELL #GFR5352 OR APPROVED EQUAL. — FLUSH MOUNT 16" A.F.F. U.N.O. PLASTIC TRIM PLATE TO MATCH RECEPTACLE COLOR. SEE GENERAL ELECTRICAL NOTES FOR ADDITIONAL REQUIREMENTS. EXTERIOR WEATHERPROOF GFCI—PROTECTED WEATHER— RESISTANT DUPLEX RECEPTACLE, 20A, 125V, GFCI, LEVITON #W7899—TRW OR EQUAL. INSTALL 24" A.F.G. WITH INTERMATIC DIE—CAST #WP1010HMC OR EQUAL "PROTECTED WHILE IN USE" HOUSING PER NEC 406.8(B)(1). 240V 2—POLE DEDICATED SINGLE RECEPTACLE, AMPERAGE AS REQUIRED BY EQUIPMENT TO BE CONNECTED. INSTALL CTR 16" A.F.F. UNLESS NOTED OTHERWISE. VERIFY LOCATIONS, VOLTAGE, AND CURRENT REQUIREMENTS W/ OWNER PRIOR TO ROUGH—IN. HARDWIRED EQUIPMENT CONNECTION — USE APPROVED JUNCTION BOX W/ COVER, 4" SQ. OR SIZE AS REQUIRED FOR EQUIPMENT FEEO. ELECTRIC PANELBOARD PER ELECTRIC RISER DIAGRAM AND/OR PANELBOARD SCHEDULES. TELEPHONE/DATA (ETHERNEf) RECEPTACLE IN RECESSED SINGLE—GANG BOX FOR UP TO 3 YOKED MODULAR DEVICES. COORDINATE DEVICE QUANTITIES, REQUIREMENTS AND SPECIFICATIONS W/ OWNER. FUSIBLE DISCONNECT SWITCH, NEMA 1 OR NEMA 3R AS APPLICAB�E. COORDINATE SIZE/RATINGS W/ EQUIPMENT AND SERVICE. NOTES: 1. SEE ELECTRICAL GENERAL NOTES AND PLAN NOTES FOR ADDITIONAL REQUIREMENTS NOT LISTED ON THE SCHEDULE. 2. VERIFY ALL LAMPING W/ OWNER AND LIGHTING SUPPLIER. 3. SOME SYMBOLS SHOWN MAY NOT BE USED ON ALL PLANS. V z � �Z Wo �Q �� w � � (j Z �� Z zQ F w >- o oz�J �z aQ�L�'J �J � W � � O � U � � Q V U � c� Q DISCLAIMER: This is an wiginal design, created by KJG Architecture, Inc. The concepts, ideas, plans and details are the sole property of KJG Architecture, Inc. None of the aforementloned shell be used by or disclosed to any person, firm or organization for any purpose wflhout the prlor wrltten permisslon oi KJG ArchltecNre, Inc. PROFESSIONAL SEAL: \��n�iuuriiii,,�. ,,.��`� J OHN •,,, y.v ;��.�•�G1STE,4 C�'-', ; �! � Np, FO �� 's = �960014� _ _ ---- _ ;'�k � STATE OF i �k � . : :�� ,�/�A�,�,�r. ``�. ��''��q�H I TE��°, ��ninnn��``� PROJECT DATE: 05-12-2015 No. DESCRIPTION: DRAWN DATE BY: ISSUED: PROJECT NUMBER: DRAWN BY: R2015.006 DRAWING TITLE: ELECTRICAL PLANS SHEET NUMBER: