The URL can be used to link to this page

Home My WebLink AboutB08-0154 Plans�Ty .t v- v �V.- METAL DECKING X XX.X 2 X 3 XX X 1 XX.X 4 aj EX) 5 0 X1 12 61 or b:12 1/4" TYP. r EARTH LB POUND AFF GRAVEL / DRAINAGE � CONCRETE AFG STUCCO / EIF5 or LTL GYPSUM WALL BOARD ABATT INSULATION ii r Weir ll • i i rarrwu ,O RIGID INSULATION ® MA50NRY � n STEEL / METAL METAL DECKING X XX.X 2 X 3 XX X 1 XX.X 4 aj EX) 5 0 X1 12 61 or b:12 1/4" TYP. r GLAZING / MIRROR SECTION OUT 5YMB0L ELEVATION REFERENCE ELEVATION 5YMBOL5 REVISION SYMBOL DETAIL OR PLAN ENLARGEMENT WINDOW REFERENCE WINDOW /DOOR 51ZE (FT. 'NJ DOOR REFERENCE WALL TYPE REFERENCE ROOF PITCH SYMBOL WELD SYMBOL DRAINAGE FLOW DESIGNATION ELEVATION KEYNOTE ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR � i i rrr AFG t LTL LINTEL AP r ii r Weir ll • i i rarrwu ,O ACOUSTICAL CEILING TILE �� - i i ii•iL`iLii ADJACENT MFR MANUFACTURER C MEN r " i MO MASONRY OPENING AL ALUMINUM MATL MATERIAL r r GLAZING / MIRROR SECTION OUT 5YMB0L ELEVATION REFERENCE ELEVATION 5YMBOL5 REVISION SYMBOL DETAIL OR PLAN ENLARGEMENT WINDOW REFERENCE WINDOW /DOOR 51ZE (FT. 'NJ DOOR REFERENCE WALL TYPE REFERENCE ROOF PITCH SYMBOL WELD SYMBOL DRAINAGE FLOW DESIGNATION ELEVATION KEYNOTE ABV ABOVE LB POUND AFF ABOVE FINISHED FLOOR LT LIGHT AFG ABOVE FINISHED GRADE LTL LINTEL AP ACCE55 PANEL LVR LOUVER ACT ACOUSTICAL CEILING TILE MH MANHOLE ADJ ADJACENT MFR MANUFACTURER ALT ALTERNATE MO MASONRY OPENING AL ALUMINUM MATL MATERIAL 2,512 GRFA MAX MAXIMUM APPROX APPROXIMATELY MECH MECHANICAL ADA AMERICAN DISABILITY ACT MG MEDICINE CABINET A/G AIR CONDITIONING MMB MEMBRANE ARCH ARCHITECTURAL MTL METAL BSMT BASEMENT M METER BRG BEARING MW MICROWAVE BFG BELOW FINISHED GRADE MM MILLIMETER BEAM BEAM MPH MILES PER HOUR BVL BEVELED MIN MINIMUM BIT BITUMINOUS MIR MIRROR BLK BLOCK M150 M15GELLANEOU5 BLKG BLOCKING MR MOISTURE RESISTANT BD BOARD MULL MULLION NAT NATURAL BO BOTTOM OF NR NOISE REDUCTION BOT BOTTOM NOM NOMINAL BLDG BUILDING N NORTH OPT CARPET NIC NOT IN CONTRACT G5MT CASEMENT NTS NOT TO SCALE GIP CAST IN PLACE O.G. ON CENTER CLG GELLING OP6 OPENING GTR CENTER OFF OPPOSITE GT CERAMIC TILE OPH OPPOSITE HAND CLR CLEARANCE 055 ORIENTED STRAND BOARD COL COLUMN Op OUTSIDE DIAMETER GONG CONCRETE OH OVERHEAD CMU CONCRETE MASONRY UNIT OA OVERALL (P) PAINT G CONDUIT PR PAIR CON5T CONSTRUCTION PKNG PARKING GONT CONTINUOUS PVMT PAVEMENT GJT CONTROL JOINT PED PEDESTAL CPR COPPER PLAM PLASTIC LAMINATE GUST CUSTOM PL PLATE DEPT DEPARTMENT PLUM PLUMBING D DEPTH PH PLYWOOD DTL DETAIL PT PRE55URE TREATED DIM PIMEN51ON P5F POUNDS PER SQUARE FOOT DW 1215H WASHER PSI POUNDS PER 50UARE INCH DR DOOR PG PRE -GA5T DWG DRAWING PROP PROPERTY QT QUARRY TILE OF DRINKING FOUNTAIN RCPT RECEPTACLE E EAST RE: REFER TO ELEG ELECTRICAL REF REFERENCE ELEV ELEVATIONS REFR REFRIGERATOR EL ELEVATOR REINF REINFORCING EMER EMERGENCY READ REQUIRED EQ EQUAL RE5 RESILIENT EQUIV EQUIVALENT REV REVISION EXH EXHAUST RH RIGHT HAND EXG EXISTING R RI5ER EXP EXPANSION R45 ROD AND SHELF EXT EXTERIOR RD ROOF DRAIN RFG ROOFING FOO FACE OF CONCRETE RM ROOM FOF FACE OF FIN15H RO ROUGH OPENING FOM FACE OF MASONRY R/5 ROUGH SAWN F05 FACE OF 5TUD5 55 SANITARY SEWER FIN FL FINISH FLOOR ELEVATION (5) SEALANT FE FIRE EXTINOU15HER 5HT SHEET FDC FIRE DEPARTMENT CONNECTION 5HT& SHEATHING FHC FIRE HOSE CONNECTION SM SHEET METAL FEG FIRE EXTINGUISHER CABINET SIM SIMILAR FPL FIREPLACE 5PM SINGLE PLY MEMBRANE FP FIREPROOFING 5G SOLID GORE FLG FLASHING 5 SOUTH FLG FLOOR SPEC SPECIFICATIONS FD FLOOR DRAIN 50. FT. SQUARE FEET 5.57E STAINLESS STEEL FO FOOTING 5TD STANDARD FRO FOUNDATION 5T S PPIN G F50 FURNISHED BY OTHERS 5TL STEEL FUR FURRING gD STORM DRAIN / SMOKE GA GAGE, GAUGE DETECTOR GALV GALVANIZED 5TR STRINGER GD GARBAGE P15POSAL STRUG STRUCTURAL GG GENERAL CONTRACTOR SW SWITCH CLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL GL GLASS, GLAZING TEL TELEPHONE GB GRAB BAR TV TELEVISION GNP GROUND THK THICKNESS GWB GYPSUM WALL BOARD THR THRESHOLD TBD TO BE DETERMINED HGR HANGER T80 TONGUE AND GROOVE HOW HARDWARE TOP OF SLAB HDR HEADER T51_ TOP OF STEM HTG HEATING TOW TOP OF WALL HVAG HEATING/VENTILATING/ AIR TS TOWEL BAR CONDITIONING TR TRAN50M HT HEIGHT T TREAD HG HOLLOW CORE T5 TUBE STEEL HM HOLLOW METAL TYP TYPICAL HORIZ HORIZONTAL UG UNDERGROUND INCL INCLUDED UL UNDERWRITERS ID IN51DE DIAMETER LABRATORIE5 UNO UNLESS NOTED OTHERWISE IBG INSTALLED BY CONTRACTOR VAPOR BARRIER ISO INSTALLED BY OWNER VIF VERIFY W FIELD !NS INSULATED V- VERSALAM INT INTERIOR VERT VERTICAL JT JOINT VCT VINYL COMPOSITION TILE J5T J015T V VOLTS JO JANITOR'5 OL05ET NO WASHER / DRYER KIT KITCHEN WC WATER CLOSET LAM LAMINATE WH WATER HEATER LVL LAMINATED VENEER LUMBER WAIF WELDED WIRE FABRIC LAV LAVATORY W WIDTH / WATTS / WEST LH LEFT HAND WF WIDE FLANGE L LENGTH / STEEL ANGLE WDW WINDOW WITH Ho WITHOUT WD WOOD WP WATERPROOF / WEATHERPROOF GENERAL NoTme 01. DO NOT SCALE DRAWINGS. 02. VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB 517E PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLI6T5 OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 03. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN TH05E AREAS. 04. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLE55 NOTED OTHERWISE. 05. PROVIDE ALL NEGE55ARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL- MOUNTED FIXTURES, TOILET5, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, 5HELVE5, CLOSET RODS, FAUX BEAMS, AND LIGHT FIXTURES. Ob. COORDINATE ALLRELEGTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN THE FLOOR AND /OR WALL 5PAGE5 AS SHOWN. 01. VERIFY ELECTRICAL ROUGH -IN LOCATIONS FOR ALL APPLIANCES AND LIGHT FIXTURES. IMMEDIATELY NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES WITH THE INFORMATION PROVIDED HEREIN OR AFTER DETERMINING EXISTING FIELD CONDITIONS. 0&. VERIFY PLUMBING ROUGH -IN LOCATIONS FOR ALL APPLIANCES AND FIXTURES. 0q. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF TH15 PROJECT, HE /SHE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE AMPLE NOTICE SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 5AT15FYINO ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. CODE COMPLIANCE 15 MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO RELEVANT CODES GOVERNING TH15 PROJECT. H. THE GENERAL CONTRACTOR AND SUBCONTRACTOR5 SHALL FIELD COORDINATE AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER BEFORE ANY CUTTING, NOTCHING OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. 12. ALL ELECTRICAL WORK IN THIS PROJECT 15 TO BE COMPLETED IN A WORKMANLIKE FASHION AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT VERSION OF THE NATIONAL ELECTRICAL CODE [NEC] ADOPTED BY THE GOVERNING MUNICIPALITY. 13, ALL PLUMBING AND VENTILATION WORK IN TH15 PROJECT 15 TO BE COMPLETED AS ADOPTED BY THE GOVERNING MUNICIPALITY IN A WORKMANLIKE FASHION AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT VERSION OF THE INTERNATIONAL PLUMBING CODE [11*01, INTERNATIONAL MECHANICAL CODE [IMO] AND NATIONAL FIRE PROTECTION ACT [NFPA]. 14. SUBSTITUTIONS OF "EQUAL" OR "EQUIVALENT" PRODUCTS WILL BE ACCEPTABLE ONLY WITH OWNER'S AND ARGHITEGT'5 WRITTEN APPROVAL. THE GENERAL CONTRACTOR SHALL SUPPLY SUBMITTALS DETAILING THE PRODUCTS SPECIFICATIONS, FEATURES, ETC... 15. IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC., TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. COORDINATE ALL CABINETRY CONFIGURATIONS WITH OWNER PRIOR TO ROUGH -IN. COORDINATE ALL TRIM PROFILES AND CONFIGURATIONS WITH ARCHITECT. COORDINATE ALL INTERIOR FINISHES WITH ARCHITECT, OR REFER TO FIN15H SCHEDULES 11. THE GENERAL CONTRACTOR AND ALL TRADES SHALL REFER TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND ANY /ALL OTHER SPECIALTY CONSULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON TH15 PROJECT. IF THERE ARE ANY CONFLICTS OR CM155ION IN THE PLANS OR SPECIFICATIONS IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND /OR THE OWNER TO RE50LVE THE ISSUE. 18. INSULATION SHALL BE EITHER PAPER FACED FIBERGLA55 BATTENS WHICH EQUAL THE R -VALUE STATED OR A COMBINATION OF FIBER6LA55 BATTENS AND RIGID FOAM WHICH 15 EQUAL TO THE SAME R- VALUE. DO NOT CREATE INTERMEDIATE DEW POINTS. ROOF SYSTEM = R -38 / EXTERIOR WALLS = R -11 / INTERIOR WALLS = R -13 / EXTERIOR FLOORS = R -38 19. WINDOWS SHALL BE DOUBLE OR TRIPLE PANE 'LOW E' AS RATED BY THE MANUFACTURER. ALL EXTERIOR DOORS SHALL BE IN50LATED AND /OR WITH INSULATED 6LA55 EQUAL TO THE WINDOWS. WEATHER STRIPPING AND FLASHING AT WINDOWS AND DOORS SHALL BE TIGHT TO THE WEATHER AND MADE 50 AS NOT TO ALLOW LEAKAGE AT ANY JOINTS, 20 ALL WINDOW5, DOORS, ROOF JOINTS AND OTHER AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE PROPERLY FLASHED AND COUNTER- FLA5HED WITH A NON - CORROSIVE FLASHING WHICH MEETS IBC STANDARDS AND SHALL NOT LEAK OR DETERIORATE FROM WEATHER. 21. THE CONTRACTOR SHALL FURNI5H TO THE OWNER, ALL WRITTEN d GRAPHIC MATERIALS WHICH MAY COME WITH ANY /ALL EQUIPMENT, APPLIANCES, HARDWARE AND SYSTEMS INCLUDING WARRANTIE5, INSTRUCTION MANUALS, AND THE INSTALLERS $ MANUFACTURERS NAME AND ADDRESS, ALL EQUIPMENT, SYSTEMS, FIXTURES AND APPLIANCES INSTALLED SHALL HAVE A MINIMUM OF A ONE (1) YEAR WARRANTY THE CONTRACTOR FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE (1) YEAR AFTER DATE OF FULL OWNER ACCEPTANCE. SEE ATTACHED PROJECT MANUAL AND CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. 22, PROVIDE NECESSARY TEMPORARY SHORING AND BRACING TO SUPPORT AND PROTECT PORTIONS OF THE EXISTING BUILDING DURING DEMOLITION OPERATIONS. LEAVE SUCH SHORING IN PLACE UNTIL PERMANENT 5UPPORT5 HAVE BEEN INSTALLED. BE 50LELY RESPONSIBLE FOR DESIGN, SAFETY AND ADEQUACY OF TEMPORARY SHORING AND BRACING AND ITS ABILITY TO CARRY LOAD OF WHICH INTENDED 23. NOTIFY ARCHITECT IMMEDIATELY IF 5AFETY OF EXISTING STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT THE STRUCTURE. 24. CONTRACTOR TO VERIFY ALL FLOOR 5UBSTRATE ELEVATIONS FOR LEVEL FINISHED FLOOR RELATION5HIP5 PRIOR TO CONSTRUCTION. 25. ALL CLOSETS TO HAVE ROD AND SHELF UNLE55 OTHERWISE NOTED. 26. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL REGULATIONS, CODES, AND REQUIREMENTS OF AUTHORITIES HAYING JURISDICTION. L A SMOKE DETECTOR 15 REQUIRED ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING AGCE55 TO EACH SLEEPING AREA. 2. A SMOKE DETECTOR 15 REQUIRED ON THE CEILING OR WALL IN EACH 5LEEPING AREA 3. A SMOKE DETECTOR 15 REQUIRED ON ALL STORIES. IF THE UPPER LEVEL CONTAINS SLEEPING ROOM(5), A SMOKE DETECTOR 15 REQUIRED IN THE CEILING OF THE UPPER LEVEL CLOSE TO THE STAIRWAY. NOTE: A SMOKE DETECTOR 15 REQUIRED IN THE BASEMENT. 4. SMOKE DETECTORS ARE REQUIRED TO BE WIRED TO THE BUILDING'S POWER SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. ALL SMOKE DETECTOR5 5HALL BE INTERCONNECTED. 5. SMOKE DETECTORS 5HALL 5OUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED. Cs BNrmR4L. 1. PROVIDE OUTLETS AT NO GREATER DISTANCE THAN 6' -0" APART (E3801.2.1) 2. AT WALLS ABOVE GOUNTERTOP5 GREATER THAN 12 ", PROVIDE OUTLETS AT A MINIMUM OF EVERY 24" 3. PROVIDE MINIMUM OF (1) &FI OUTLET IN BATHROOMS WITHIN 36" OF THE OUT51E EDGE OF LAVATORY BASIN. 4. ALL ELECTRICAL WORK SHALL BE ENGINWEERED ON A DESIGN MILE? BASIS U0411L L I *T ,+" E S: 1. ALL NEW INTERIOR WALLS TO BE 2X4 WOOD 5TUD5 a 16" D.C. UNLE55 OTHERWISE NOTED. 2. ALL NEW EXTERIOR WALL5 AND INTERIOR PLUMBING SHALL BE 2Xb WOOD 5TUD5 16" O.G. UNLESS OTHERWISE NOTED. GENERAL LIGHT ANC� VENTILATION I. ALL GUEST AND HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT THROUGH EXTERIOR GLAZED OPENIN&5 NO LESS THAN ONE -TENTH OF THE FLOOR AREA WITH A MINIMUM OF 10 SQUARE FEET. 2. ALL GUEST AND HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NO LE55 THAN 1/20 OF THE FLOOR AREA WITH A MINIMUM OF 5 SQUARE FEET OR PROVIDED WITH A MECHANICAL VENTILATING SYSTEM PER IBC REQUIREMENTS. 3. ALL BATHROOMS, WATER OL05ET COMPARTMENTS AND 51MILAR ROOMS TO BE PROVIDED WITH NATURAL VENTILATION THROUGH EXTERIOR OPENINGS OF NO LE55 THAN 1/20 OF THE FLOOR AREA WITH A MINIMUM OF 1 -112 SQUARE FEET OR PROVIDED WITH A MECHANICAL VENTILATING SYSTEM PER IBC REQUIREMENTS. 4. LAUNDRY VENTILATION INTERCONNECTED W/ LIGHT SWITCH DRAWING INDEX TH TITLE SHEET TI.2 GRFA SUMMARY / CALCULATIONS DPI EXISTING FIRST FLOOR DEMOLITION PLAN DP2 EXISTING SECOND FLOOR DEMOLITION PLAN DP3 EX15TINO ROOF PLAN ALL NEW FIRST FLOOR PLAN A1.2 NEW SECOND FLOOR PLAN A1.3 NEW THIRD FLOOR PLAN AI A NEW ROOF PLAN AILO NEW FIRST FLOOR REFLECTED CEILING PLAN AILI NEW SECOND FLOOR REFLECTED CEILING PLAN AI1.2 NEW THIRD FLOOR REFLECTED CEILING PLAN A2.1 NEW SOUTH AND SOUTHWEST EXTERIOR ELEVATIONS A2.2 NEW EAST AND NORTHEAST EXTERIOR ELEVATIONS A2.3 NEW NORTH AND WEST EXTERIOR ELEVATIONS A3.1 NEW BUILDING 5ECTION5 A3.2 NEW BUILDING SECTIONS A33 NEW BUILDING SECTIONS AND DETAILS Ab.l DETAILS Ab.2 DETAILS A1.1 DOOR, WINDOW AND ROOM FIN15H SCHEDULES 52.0 GENERAL NOTES 52.1 MAIN LEVEL FRAMING PLAN 52.2 UPPER LEVEL FRAMING PLAN 52.3 ROOF FRAMING PLAN 53.1 FRAMING DETAILS 53.2 FRAMING DETAILS MO.I MECHANICAL LEGEND MO.2 MECHANICAL 5PEGIFICATION5 MO.3 MECHANICAL SCHEDULES MOA MECHANICAL SCHEDULES M1.1 FIRST FLOOR MECHANICAL PIPING PLAN MI.2 SECOND FLOOR MECHANICAL PIPING PLAN M13 THIRD FLOOR MECHANICAL PIPING PLAN M2..1 FIRST FLOOR MECHANICAL DUCTWORK PLAN M2.2 SECOND FLOOR MECHANICAL DUCTWORK PLAN M2.3 THIRD FLOOR MECHANICAL DUCTWORK PLAN M3.J MECHANICAL DETAILS M3.2 MECHANICAL DETAILS P0.1 PLUMBING LEGEND 8 SPECIFICATIONS P0.2 PLUMBING SCHEDULES PI.I FIRST FLOOR PLUMBING PLAN PI.2 SECOND FLOOR PLUMBING PLAN P13 THIRD FLOOR PLUMBING PLAN P2.1 PLUMBING DETAILS RENOVATION AND ADDITION TO EXISTING RE5IDENGE. RENOVATION TO BE AT THE AREAS OF THE EXISTING SECOND FLOOR LEVEL AND NEW CONSTRUCTION, ADDITION OF A THIRD FLOOR LEVEL, WITH IN THE EX15TINO 5EGONO FLOOR VOLUME. CLJNER / DEVELOPMR: OERARDO SCHROEDER 11 TUNA PUNA LANE CORONADO, GA 12118 ♦ i � i► ` i • • i ► I ` i tL•� st i MONROE 4 NEWELL ENOINEERS, INC. HANNE5 SPAEH, P.E., M.5G, DIPL, INC 10 BENCHMARK ROAD, SUITE 204 P.O. BOX 1517, AVON, COLORADO 81620 PHONE: q7tO.014q.1168 / PAX: 110.1-141.4054 E -MAIL: avon®monroe- noHoll.Gom fi"I C1 -�.II LU1'�'1`S INS. MN(2INMERS; M -E ENOINEER5, INC. MIKE DAY P.E. - MECHANICAL / PLUMBINO 245 CHAPEL 5OUARE, SUITE 200 P.O. BOX 5740, AVON, COLORADO 81620 PHONE: 170.g41.6000 / PAX: g70.14q.1g5q EMAIL: mday @me- engineers.Gom I -BUILDING OCCUPANT LOAD; I,SOq 50. FT. / 30 GROSS = 60 OCCUPANTS LEVEL ONE: (ART GALLERY)(M). I,810 50. FT. l 200 GROSS = 10 OCCUPANTS LEVEL TWO: ( R- 2 ) .............................. 615 50. FT. / 200 OR055 = 4 OCCUPANTS LEVEL THREE: (R- 2) ......................... 4,314 50. FT. = 14 OCCUPANTS 41 GRFA OCCUPANCY LOAD 200 GROSS, PER TABLE 1004.1.2 GOVERNIN CODES: 2003 IBC, 2003 I FC, 2003 I MC, 2003 NEC, 2003 ]PC, A LOWABLE BUILDING AREA PER 2003 IBC TABLE 503 FOR VB CONSTRUCTION M = I / q,O00 R -2 = 2 / 1,000 -IS GRFA ACTUAL BUILDING AREAS 250 GRFA M = ONE FLOOR AT I,&cIO R -2 = TWO FLOOR AT 2,b65 568 GRFA FLOOR AREAS ABOVE ARE CALCULATED FOR BUILDING CODE REVIEW. SEE ZONING REQUIREMENTS BELOW AND ON SHEET TI.2 FOR G.R.F.A. S.F. CALCULATIONS ZONING 'E(2u1Rrmry I1T6: SPECIAL DEVELOPMNET DEI5TICT REQUIREMENTS ADDITION: 250 ORDNANCE, AND INTERIOR CONVERSATION OF 110 GRFA G.R.F.A. SUMMARY AREA ;f ADDITIONAL GRFA A= 114 GRFA B= 101 GRFA G= 41 GRFA TOTAL (250 ORDNANCE) + IS S.F AT FIRST FLOOR CONVERTED FROM RESIDENTIAL 268 GRFA GRFA CONVERTED FROM RESIDENTIAL TO COMMERCIAL AREA AT THE FIRST FLOOR -IS GRFA TOTAL 250 GRFA AT THE RESIDENTIAL AREAS 250 GRFA INTERIOR CONVERSION ALL INTERIOR CONVERSION AT THIRD FLOOR 568 GRFA GRFA CALCULATIONS EXISTING PROPOSED FIRST LEVEL FLOOR PLAN 114 GRFA 016 GRFA SECOND LEVEL FLOOR PLAN 1,580 GRFA 1,&01 GRFA THIRD LEVEL FLOOR PLAN - - - - - -- 615 GRFA TOTALS I bg4 GRFA 2,512 GRFA 250 ORDNANCE PLUS INTERIOR •r CONVERSION SQUARE FOOT TOTALS 818 GRFA \:J l!'1►J FOR :UILDER PERMIT AND PLAN REVIEW ONLY NOT FOR CONSTRUCTION fi TITLE SHEET • � •r i. s FOR :UILDER PERMIT AND PLAN REVIEW ONLY NOT FOR CONSTRUCTION fi TITLE SHEET co 1p La "A co ,:4F7 co o L6 C4 CO 00 E 0 0 13 CL tm r_ 0 ,c LL 0 00 C, **X EX15TINC- TO RES11 ABOVE "^IZJ I F J.-MIL11% ENTRANCE ENTRANCE TO COMMON AREA BASEMENT NEN FI LEVEL FLOOR PLAN � 1 50ALE: I / all - it - oil O.R.F.A. = qb ; HALL TO BE REMOVED ; STAIR TO BE REMOVED HATCH PATTE :.:NTRANCE TO NEN INDICATES Al ITIAL 5TORA(5E SQUARE FEEI 3TAIR5 ORDNANCE O.R.F.k TO BE TO L AREA EXISTINO FIRST LEVEL FLOOR PLAN 50ALE: 1/5" - 11 - oil O.R.F.A. = 114 NEN SEC,/OND LEVEL FLOOR PLAN 50ALE: I / a" -- I'- a" 6.R.F.A. = IWI EXISTING SEC.-OND LEVEL FLOOR PLAN 50ALE: I / 6" = V- 01- I,580 O.R.F.A. 5 HATC INDIC 5QUA ORDIS HATO PROF ,-^01, L-fl—jB-/114 /nfNL-/n 1EN THIRD LEVEL FLOOR PLAN SCALE- I / a" = 1' - 0" C7.R.F,A. = 615 O.R.F.A. SUMMARY AREA ADDITIONAL ORFA gt. 8,1441 -,qRw TOTAL (250 ORDNANCE) + 0 5.F AT FIRST FLOOR CONVERTED FROM RESIDENTIAL ORFA CONVERTED FROM RESIDENTIAL TO COMMERCIAL AREA AT THE FIRST FLOOR 8',,'6RFA, TOTAL 250 ORFA AT THE RESIDENTIAL AREAS 250 ORFA INTERIOR CONVERSION ALL INTERIOR CONVERSION AT THIRD FLOOR 568 &kFA ORFA CALCULATIONS EX15TIN(5 PROPOSED FIRST LEVEL FLOOR PLAN 114 ORFA % ORFA SECOND LEVEL FLOOR PLAN I,580 ORFA IWl ORFA THIRD LEVEL FLOOR PLAN ------- 615 GRFA TOTAL5 If084 ORFA 2,512 ORFA 250 ORDNANCE PLUS INTERIOR to CONVERSION SQUARE FOOT TOTALS z 00 0 THE h1FORMATION CONTAINEP ON TH15 SHEET "TI.2" 15 EXCLUSIVELY FOR PLANNINO ANP ZONINOREVIEVN4 IN T ( CURSE ♦ " BUILPIN6 PERMIT AND PLANNINO REVIEN PROCESS ONLY" FOR BUMBER PIERMW AND PLAN REVIEW ONLY NOT FOR Chi NSTRUMON In m lirk SUITE 207 BOX 5300 AVON, CO 81620 970.949.5200 vmda@vmda.com FAX 949.5205 @CO PYRII GHT Victor Mark Donaldson Architects N A r All Rights I Reserved 0• Z uj LLJ (0 F- F- 0 z z to o t z 00 0 C) MO 0 0 0 z LLI z 0 0 < -j w 0 < 040 -� CL > w UJ coo) > @CO PYRII GHT Victor Mark Donaldson Architects N A r All Rights I Reserved le EXISTINO CONCRETE L ANDING (NO WORK TH15 AREA) NSW ENTRY STAIR WELL 5EC.710N NEH CEDAR FASCIA (TYP) NEW HOOP 51DINO AND COLOR TO MATCH EX15TIN6 (TYP) NEW "VEX-O-TEX" WATERPROOFING SEE SECTION 01 / A6.1 -$ THIRD FLOO 112 NEW BALCONY H/ GUARD RAIL PER 2005 150 SECTION 1012.2 AND 1601.1.1. HOOP BALUSTERS AND RAIL AND C OLOR TO MATCH EX15TIN0 BALCONIES NEW HOOP 51PINO AND COLOR TO MATCH EX15TINO (TYP) -f$ SECOND FLOOR 103 NEW STUCCO FIN15H AND COLOR TO MATCH EX15TIN(9 il 01001111 Rq IL Ee 11 I 0 ��I� ��1� i! '"�, li l I��I ,� I,� li f1l M 11 i1 � �� I� j j� I i`.f 1 1L(�5 1 t � jj �[� j �_� -� I �� ° D NEW RIDGE ROOF VENT N/ "CERTAINTEEP GRAND MANOR" SLATE STYLE FISF-POLAS5 5HINOLE5 (TYP) "CERTAINTEED GRAND MANOR" SLATE STYLE 1`15EROLA55 5HINOLE5 (TYP) NEW COPPER METAL FI-A5HIN6 WW ; 0 *OK SEE DETAILS A&.I NEW BALCONY W GUARD RAIL PER 2003 113C SECTION 1012.2 AND 16071.1.1. HOOD BALUSTERS AND RAIL AND COLOR TO MATCH EX15TIN6 BALCONIES ---\ FIRST FLOOR (NO HORK TH15 FLOOR) EXCEPT AS NOTED ON FLOOR PLAN liI jj BASEMENT FLOOR (NO WORK THIS FLOOR) x-- t FAR 9 1 1 111 0 PER MIT A ME F A R 2111011 MA II I MIRM I I I WYA Nk' [MITI In w ARCHITECTS 0 0 4 8 E BEAVER CREEK BLVD SUITE 207 BOX 5300 AVON, CO 81620 97 0. 94 9 - 5201" vmda@vmda.com FAX 949.5205 •0 z I c w m LLJ co F- 1-- z 2(o u') T o LAJ - -0 00 2 og • Z O z Lu 00 < Lu 4� < 0 CL > 2w w 0 co) ca g a ° d r - coi u o N00 ry E ca 7� w C � 4 0 Q �� -- X NEW RID( "GERTAIh SLATE S SHINGLE° "CERTAINI SLATE 5T SHINGLES ROOF JOI 5TRUCTUR "DUROVEN AT EACH I EXISTING STONE HE, DESIGNER EXISTING I EXISTING] MEETS ALI UL#U304 now 1-. 1 SCALE: I /4" = 1 " R -30 UNFAGED BATT INSULATION NEW "CERTIANTEED GRAND MANOR SLATE STYLE FIBHERGLA55 5HINGLE5 (TYP) OVER FULL COVERAGE UNDERLAYMENT H/ "GRACE ICE AND WATER SHIELD" 'DUROVENT " FOAM ATTIC ,/ENTILATION CHANNELS AT EACH 200F JOIST CAVITY (TYP) ROOF J015T AND EXTERIOR SHEATHING RE: STRUCTURAL ROOF J015T GUT BACK TO RECEIVE FASCIA / 5U5 FASCIA AS 5HOHN CONTINUOUS COPPER DRIP EDGE 2x8 R.5, CEDAR FASCIA AND =A5GIA 3" HIDE x CONTINUOUS VENT COPPER HIRE MESH INSECT '.EN PULLED TIGHT AND ENED TO UNDER 51DE OF EACH JOIST 3 /" T 4 G CEDAR SOFFIT ROOF FASC,IA DETAIL SCALE: I 1 ri NEW RIDGE ROOF VENT VV/ "GERTAINTEED GRAND MANOR" SLATE STYLE FIBERGLASS 5HIN6LE5 (TYP) "GERTAINTEED GRAND MANOR" SLATE STYLE FIBERGLASS SHINGLES (TYP) ROOF J015T AND EXTERIOR SHEATHING RE: STRUCTURAL HI "GRACE ICE AND HATER SHIELD" "DUROVENT" FOAM ATTIC VENTILATION CHANNELS AT EACH ROOF J015T CAVITY (TYP) OPEN AT BALCONY m EXISTING SECOND FLOOR 103' -10" NEW HAND RAIL PER 2003 IBC SECTIONS 1001..11.1,1001.11.3, AND 1001..11.6 UNFAGED BATT INSULATION R -11 (TY P) (2) LAYERS OF %" TYPE "X" GYPSUM BOARD TO MATCH EXISTING. UL # L541 NEW EXIT DOOR SEE DOOR SCHEDULE SHEET All EXISTING FIRST FLOOR 13' -6 2x12 STRINGERS AT BOTH SIDES OF STAIRS � y q F - m r 3" -O"" ENDING MIN EXISTING FIRST FLOOR LEVEL (NO WORK THI5 AREA) • W. 15 RISERS AT 10" EACH AND Al I" NOSING EXISTING BASEMENT LEVEL (NO HORK TH15 AREA) EXCEPT AS NOTED ON FLOOR .-h LONER FLOOR (: SE(�TIO S r • NOTE: PER THE 2003 IBC SECTION 1203.2 ATTIC, VENTILATION AS FOLLOWS. ENCL05ED ATTIC AND ENCLOSED RAFTER 5PACE5 FORMED HHERE CEILING IN APPLIED DIRECTLY TO THE UNDER 51DE OF THE ROOF FRAMING MEMBERS SHALL HAVE OR055 VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OD RAIN AND 5NOW. BLOCKING AND BRIDGING 5HALL BE ARRANGED 50 AS NOT TO INTERFERE HITH THE MOVEMENT OF AIR. A MINIMUM OF INCH (25mm) OF AIRSPACE SHALL PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING, NET FREE VENTILATING AREA SHALL NOT BE LESS THANyy OF THE AREA OF THE SPACE VENTILATED, HITH 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET (114mm) ABOVE PAVE OR CORNICE VENTS HITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. NEW RIDGE ROOF VENT H/ "GERTAINTEED GRAND MANOR" SLATE STYLE FIBERGLASS SHINGLES (TYP) "CERTAINTEED GRAND MANOR" SLATE STYLE FIBERGLASS SHINGLES (TYP) "ORACE ICE AND HATER SHIELD 2x2 R.5. CEDAR CONTINUOUS H/ CONTINUOUS COPPER FLASHING. BOTH 510E5 (TYP) 2x8 TOE NAILED AT EACH ROOF JOIST W EXTERIOR SHEATHING. RE: STRUCTURAL (TYP) NEW 3" HIDE COPPER HIRE MESH INSECT SCREEN PULLED TIGHT TO THE END OF 2X8 AND FASTENED. "PUROVENT " FORM ATTIC, VENTILATION CHANNELS AT EACH ROOF J015T CAVITY (TYP) " w i ! j �i C R EE K ! i i 1 i l SUITE 207 BO ! 1 AV ON , 1 8162 4 � •s • 0 r` ul .o L A w g i W 0 LAJ 4� < R LLJ 4 � 2x6 FRAME WALL W/ UNFACED R -Iq BATT INSULATIONA 5 /6" GYPSUM INTERIOR EXTERIOR PLYWOOD SHEATHING TO MATCH EXISTING RE: STRUCTURAL EXTERIOR FINISHES RE: ELEVATIONS CONTINUOUS COPPER FLASHING "CERTAINTEED GRAND MANOR" SLATE STYLE FIBERGLA55 51-1INGLE5 (TYP) ROOF J015T AND SHEATHING RE: STRUCTURAL COR -A -VENT ROOF -2 -WALL VENT 5HIN61 E ROOF APPLICATION 1G LE �7 ENHANCED 5NON SCREEN "LAMARITE" SHAKE COMP051TE SHINGLE BY "TAMKO ROOFING PRODUCTE5" EXTERIOR SHEATHING RE: STRUCTURAL "DUROVENT" FOAM ATTIC VENTILATION CHANNELS (TYP) WOOD LEDGER RE: STRUCTURAL ROOF RAFTER RE: STRUCTURAL NOTE: 1 PER THE 2003 IBC SECTION 1203.2 ATTIC VENTILATION AS FOLLOH5. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES FORMED WHERE CEILING IN APPLIED DIRECTLY TO THE UNDER SIDE OF THE ROOF FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED A6AIN5T THE ENTRANCE OD RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED 50 AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OF INCH (25mm) OF AIRSPACE SHALL PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. NET FREE VENTILATING AREA SHALL NOT BE LE55 THAN)(so OF THE AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET N14mm) ABOVE EAVE OR CORNICE VENT$ WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. ROOF / NALL VENT D ETA I L Fixture Protection Cover: Constructed of a proprietary high - temperature fiber matrix and having FO4) I " ! V- 0" an intumescent feature. Two sizes of covers are recognized within this Listing. The smaller cover has a base diameter of 14 -1/2" and an overall height of 9" The larger cover has a base diameter of 17" and an overall height of 11 -1/4" Covers are centered over openings up to 8 " in diameter that are cut into the gypsum ceiling for the purpose of installing a recessed fixture. The cover may be slit to fit over obstructions in order to allow the cover to fit flush to the gypsum wallboard. When this occurs, caution is to be used to not damage the cover. The covers may be installed in the floor with the following provisions: • Max. 1 opening within 16 sq.ft. ceiling area • Min. on center fixture spacing of 40" within same truss cavity. • Min. center - to - center fixture spacing of 40 " for adjacent truss cavities. • A min. 1/4" gap space must be maintained between the top of the cover and the underside of the subfloor (1 A). Recessed Fixture: (Not Shown) Installed in accordance with manufacturer's instructions. The fixture can be installed in an opening having a max, diameter of 8" The fixture must be secured to the framing of the floor, and may not be supported by the gypsum wallboard. Electrical wiring leading to and from the fixture may penetrate the cover. When this occurs, caution is to be used to not damage the cover, and the wiring is to fit snugly through any opening. Testing Standard(s): ASTM -E119. 1-2115 M • • : :: �L�' SIT■ d d q q q d d d d (2) LAYERS OF la" TYPE "X" GYPSUM BOARD TO MATCH EXISTING. (TYP) UL # L541 NEW BEARING HALL RE: STRUCTURAL a EXISTING EXTERIOR WALL H/ PLYWOOD 5HEATHING. SEE ELEVATIONS FOR FINISH MATERIALS NEN CONCRETE TOPPING RE: STRUCTURAL ! f' NEW WARM BOARD AT NEW AND EXI5TING FLOOR AREAS RE: q ---- STRUCTURAL - NEW TGI TO MATCH EXISTING RE: STRUCTURAL r NEW RIM J015T RE: STRUCTURAL NEW EMERGENCY STAIR WELL SE FLOOR / C.,;EILINO ASSD�BL)"` 50ALE: 3" = 1' - O" (THIS A55EMBLY AFF'LIE5 TO FLOOR / CEILING 5EPARATION BETNEEN OCCUPANT 1 E5 "M" AND "R-2") — NEW FRAME WALL N/ EXTERIOR GRADE PLYWOOD RE: STRUCTURAL AND FIN15H MATERIALS. (5EE ELEVATIONS) f ' NEW CONTINUOUS GALV CANT / FLA5HING NEW EXTERIOR GRADE PLYHOOD RE: STRUCTURAL NEW CONCRETE TOPPING RE: STRUCTURAL NEW DEX -O -TEX WATERPROOFING 5Y5TEM CONSISTING Of METAL LATH, A61 POLYMER MODIFIED CONCRETE, BARRIE GUARD, RESI5TITE, AND TWO COATS OF POLYESTER URETI SEALANT ALL SUPPLIED BY "DEX -O -TEX ". (SLIP COEFFICIE TO BE 0.8 WET OR DRY) 5LOPE DEX -O -TEX il6" MIN PER FOOT AWAY FROM BUILDING SLOPE DECK I 16" PER 12" d d .14 q a a d' d .. .d q .q a 4. .a M1N 'd 4 O. d 4 a 1 b q WOOD JOIST RE: STRUCTURAL BUILDING 5TRUCTURE RE: STRUCTURAL DRAHIN65 N1 NEN E3ALC.1ON" NATER PROOFING DETAIL (T"� 5CALE: 3" = 1'- O" NEW DOOR. RE: DOOR SCHEDULE SHEET A1.1 NEW WOOD OR STUCCO FINISH. RE: ELEVATIONS NEW FRAME HALL N/ EXTERIOR GRADE PLYNOOD 5 5TRUCTURAL NEW CONTINUOUS GALV THRESHOLD FLASHING DOOR THRESHOLD TO COMPLY WITH THE 2003 IBC SECTION 1005.1-b NEW EXTERIOR GRADE PLYHOOD RE: STRUCTURAL NEW DEX -O -TEX WATERPROOFING SYSTEM CON515TI1' METAL LATH, A61 POLYMER MODIFIED CONCRETE, Bl GUARD, RE515TITE, AND TWO COATS OF POLYESTER SEALANT ALL SUPPLIED BY "DEX -O- TEX ". (SLIP COEI TO BE 0.8 HET OR DRY) SLOPE VEX-O -TEX Il6" Mir FOOT AWAY FROM BUILDING SLOPE DECK Ilb" PER 12" NEN BALC. NATER PROOFING DETAIL (7'rP 5CALE: 3" = 1'- O" E i I I I DEX -O -TEX WATERPROOFING SYSTEM CON515TINO OF AL LATH, AV POLYMER MODIFIED CONCRETE, BARRIER RD, RE515TITE, AND TH0 GOATS OF POLYESTER URETHANE LANT ALL SUPPLIED BY "DEX -O -TEX ". (SLIP COEFFICIENT 3E 0.5 NET OR DRY) SLOPE DEX -O -TEX I /6" MIN PER T AHAY FROM BUILDING EW EXTERIOR GRADE PLYWOOD RE: 5TRUCTURAL EW CONCRETE TOPPING RE" STRUCTURAL ONTINUO COPPER METAL FLASHING 000 JOIST RE: STRUCTURAL NEW BALCONY GUARD RAIL PER 2005 IBC SECTION 1012.2 AND 1607.7.1. WOOD BALUSTERS AND RAIL AND COLOR TO MATCH EXISTING BALCONIES NEN EXTERIOR GRADE PLYWOOD RE: STRUCTURAL NEW DEX -O -TEX WATERPROOFING SYSTEM GONSI5TIN6 OF METAL LATH, A81 POLYMER MODIFIED CONCRETE, BARRIER GUARD, RE515TITE, AND TWO COATS OF POLYESTER URETHANE SEALANT ALL SUPPLIED BY "DEX - TEX ". (SLIP COEFFICIENT TO BE 0.6 WET OR DRY) SLOPE DEX -O -TEX 1i6" MIN PER FOOT AWAY FROM BUILDING NEW CONTINUOUS COPPER METAL FLASHING W00D JOIST. RE: STRUCTURAL WOOD JOIST RE. STRUCTURAL Fri (� : IJILDER PERMIT AND PLAN REUIEiN ONLY Nei T FA C�NSTR IJCTIaN 0 W ARCHITECTS t f � BEA C B LVD SUITE 207 BO ! AV ON , 81 i 0 i t i 1 1 vmda@vmd F 949 -5205 EXI5TING GYPSUM BOARD TO BE REPLACED •• W/ (2) LAYERS OF %g" TYPE "X" MATCH NEW FLOOR CEILING ASSEMBLY UL # L541 (FIRRE PROTECTION UNDER I i SEPARATE PERMIT) THROUGH PENETRATION FIRE STOP AS PER UL # F -0-2116 I HOUR F -C -2111 (I HOUR RATING) AND F -C- 1023 (1 HOUR RATING) tt4 V- NOTE: �- L ALL CEILING / FLOOR THROUGH PENETRATIONS SHALL COMPLY WITH 2003 IBC SECTIONS 112.4.1.1 AND 112.4.1.2 2. ALL EXI5TING FIRST FLOOR CEILING FIXTURES (ELECTRICAL "J" BOXES, HIGH HAT LIGHT ETC) TO HAVE "TENMAT FIRE COVERS, OR EQUAL, INSTALLED PER MANUFACTURERS SPECS AND SEALED WITH "051" FLAME SEAL CAULK. 4 00 0 � 1 EXISTING EXTERIOR WALL H/ PLYWOOD 5HEATHING. SEE ELEVATIONS FOR FINISH MATERIALS NEN CONCRETE TOPPING RE: STRUCTURAL ! f' NEW WARM BOARD AT NEW AND EXI5TING FLOOR AREAS RE: q ---- STRUCTURAL - NEW TGI TO MATCH EXISTING RE: STRUCTURAL r NEW RIM J015T RE: STRUCTURAL NEW EMERGENCY STAIR WELL SE FLOOR / C.,;EILINO ASSD�BL)"` 50ALE: 3" = 1' - O" (THIS A55EMBLY AFF'LIE5 TO FLOOR / CEILING 5EPARATION BETNEEN OCCUPANT 1 E5 "M" AND "R-2") — NEW FRAME WALL N/ EXTERIOR GRADE PLYWOOD RE: STRUCTURAL AND FIN15H MATERIALS. (5EE ELEVATIONS) f ' NEW CONTINUOUS GALV CANT / FLA5HING NEW EXTERIOR GRADE PLYHOOD RE: STRUCTURAL NEW CONCRETE TOPPING RE: STRUCTURAL NEW DEX -O -TEX WATERPROOFING 5Y5TEM CONSISTING Of METAL LATH, A61 POLYMER MODIFIED CONCRETE, BARRIE GUARD, RESI5TITE, AND TWO COATS OF POLYESTER URETI SEALANT ALL SUPPLIED BY "DEX -O -TEX ". (SLIP COEFFICIE TO BE 0.8 WET OR DRY) 5LOPE DEX -O -TEX il6" MIN PER FOOT AWAY FROM BUILDING SLOPE DECK I 16" PER 12" d d .14 q a a d' d .. .d q .q a 4. .a M1N 'd 4 O. d 4 a 1 b q WOOD JOIST RE: STRUCTURAL BUILDING 5TRUCTURE RE: STRUCTURAL DRAHIN65 N1 NEN E3ALC.1ON" NATER PROOFING DETAIL (T"� 5CALE: 3" = 1'- O" NEW DOOR. RE: DOOR SCHEDULE SHEET A1.1 NEW WOOD OR STUCCO FINISH. RE: ELEVATIONS NEW FRAME HALL N/ EXTERIOR GRADE PLYNOOD 5 5TRUCTURAL NEW CONTINUOUS GALV THRESHOLD FLASHING DOOR THRESHOLD TO COMPLY WITH THE 2003 IBC SECTION 1005.1-b NEW EXTERIOR GRADE PLYHOOD RE: STRUCTURAL NEW DEX -O -TEX WATERPROOFING SYSTEM CON515TI1' METAL LATH, A61 POLYMER MODIFIED CONCRETE, Bl GUARD, RE515TITE, AND TWO COATS OF POLYESTER SEALANT ALL SUPPLIED BY "DEX -O- TEX ". (SLIP COEI TO BE 0.8 HET OR DRY) SLOPE VEX-O -TEX Il6" Mir FOOT AWAY FROM BUILDING SLOPE DECK Ilb" PER 12" NEN BALC. NATER PROOFING DETAIL (7'rP 5CALE: 3" = 1'- O" E i I I I DEX -O -TEX WATERPROOFING SYSTEM CON515TINO OF AL LATH, AV POLYMER MODIFIED CONCRETE, BARRIER RD, RE515TITE, AND TH0 GOATS OF POLYESTER URETHANE LANT ALL SUPPLIED BY "DEX -O -TEX ". (SLIP COEFFICIENT 3E 0.5 NET OR DRY) SLOPE DEX -O -TEX I /6" MIN PER T AHAY FROM BUILDING EW EXTERIOR GRADE PLYWOOD RE: 5TRUCTURAL EW CONCRETE TOPPING RE" STRUCTURAL ONTINUO COPPER METAL FLASHING 000 JOIST RE: STRUCTURAL NEW BALCONY GUARD RAIL PER 2005 IBC SECTION 1012.2 AND 1607.7.1. WOOD BALUSTERS AND RAIL AND COLOR TO MATCH EXISTING BALCONIES NEN EXTERIOR GRADE PLYWOOD RE: STRUCTURAL NEW DEX -O -TEX WATERPROOFING SYSTEM GONSI5TIN6 OF METAL LATH, A81 POLYMER MODIFIED CONCRETE, BARRIER GUARD, RE515TITE, AND TWO COATS OF POLYESTER URETHANE SEALANT ALL SUPPLIED BY "DEX - TEX ". (SLIP COEFFICIENT TO BE 0.6 WET OR DRY) SLOPE DEX -O -TEX 1i6" MIN PER FOOT AWAY FROM BUILDING NEW CONTINUOUS COPPER METAL FLASHING W00D JOIST. RE: STRUCTURAL WOOD JOIST RE. STRUCTURAL Fri (� : IJILDER PERMIT AND PLAN REUIEiN ONLY Nei T FA C�NSTR IJCTIaN 0 W ARCHITECTS t f � BEA C B LVD SUITE 207 BO ! AV ON , 81 i 0 i t i 1 1 vmda@vmd F 949 -5205 •• WZ i n �IIr C#) LO M 00 0 � 1 a W i i . i LLJ 0 M i r < � < 0 i i BACKER ROD AND 5EALANT ALUMINUM $ILL WITH THERMAL ELA5HING CONTINUOUS 2 1 /2 "A/8" PRi ALUMINUM SILL EXTENSION. GONTINUOU5 SEAL AND FAQ U/5 OF THERMAL FLASHING BACKER ROD d CONTINUOU5 5EALANT CONTINUOUS COPPER FLA° STUCCO OR WOOD 510INO 5ILL 05 CALE: � 2x6" WOOD STUDS AT I6 " t INTERIOR - 5/8" GYPSUM I VAPOR BARRIER, R -11 P? PAPER BACKED BATT IN51 EXTERIOR - 1/2" EXTERIOI PLYWOOD. WRAP H/ TYVEI WRAP AND HARDI BOARD 51PINO HALL LINING RE: ROOM Flt SCHEDULE BACKER ROD AND 5EALAI 5TUCGO OR WOOD 51DING CONTINUOUS BEAD CASINO FOR STUCCO FIN15H CONTINUOUS 2 "xl "xl /8" PRE ALUMINUM ANGLE TERMINA' PROVIDE CONTINUOUS SEA CONNECTION WIRECEPTOR THERMAL HEAD RECEPTOR STUCC OR HOOD WALL LINING RE: ROOM Fit SCHEDULE BACKER ROD AND 5EALAt CONTINUOUS BEAD CA51N(5 2x6 " WOOD STUDS AT 16" t INTERIOR - 5/8 " GYPSUM I VAPOR BARRIER, R -Icl PA PAPER BACKED BATT IN51. EXTERIOR - 1/2" EXTERIOf PLYWOOD. WRAP H/ TYVD WRAP AND HARDI BOARD 51DING CONTINUOUS 2 "xl "xl/8"' PRE! ALUMINUM ANGLE TERMINA' PROVIDE CONTINUOUS SEA CONNECTION W/RECEPTOR CONTINUOUS 1 1 /4 "xl 1/4 "1 PREF11415HED ALUMINUM FL) ANGLE. PROVIDE CONTINUO SEALANT 80TH FACES JAME) DETAIL 5GALE: 3 " -1'- FLOOR, WALL AND BASE FIN15H RE: ROOM FIN15H SCHEDULE ALUMINUM THRESHOLD (ANSI COMPLIANT). PROVIDE CONTINUOUS SEALANT BED TO LEADING EDGE AS SHOWN 100 -0 , SLOPE RE: CIVIL CAULKING AND COMPRE551BLE FILLER - - - --> STRIP AT FLOOR/WALL JUNCTION REIN, GONG. SLAB ON GRADE RE: 5TRUCT. ENG. RE: PLAN ALI FOR EXTERIOR MATERIALS. 5GALE= 3 " :l' -0" ALPINE SwwG A Dtvislon of Vermont Slate & Gopper Services, Inc. [SELECT DESIRED PIPE CONFIGUATION ❑ 2 PIPE HI -HOLE 1 PIPE (5HOWN) ❑ 5 PIPE d5ELECT DE5IRED FINISH ❑ MILL (STANDARD) ❑ POWDER COAT ❑ KYNAR 500 ALPINE SN OV40UARD S ♦ +I M 05656 iii ) 1 66 - 4 2 - ii a PH ONE: iii ) 1(06-4 i /I rrr FOR INSTALLATION PURPOSES SPECIFY: BASE PLATE LENGTH L BASE PLATE WIDTH W ❑ ANODIZED ❑I CUSTOM (CONTACT MANUFACTURER) d5ELEGT DESIRED OPTIONAL ACCESSORY ❑ ICE FLAG ❑ END GAP5 ❑ END GOLLAR5 ❑ ICE SCREEN ,/— BOLT OR / 5CREW HOLE HOLE FOR PIPE TO BE FED THROUGH 5NOWOUARD BRACKET DOWN SLOPE SIDE VIEW FRONT VIEW N I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. 00 NOT SCALE DRAWIN55. 3. AVAILABLE IN ALUMINUM WITH A STAINLESS STEEL BASE PLATE. GONTACT MANUFACTURER IF OTHER MATERIAL REO'D. 4. CONTACT MANUFACTURER FOR CUSTOM BASE PLATE5 TO MATCH LENG=TH AND WIDTH OF 5HINC -ALE. 5. CONTACT MANUFACTURER FOR DETAILED LAYOUT. #125 BRACKET 4 BASE PLATE — FOR SLATE, 5HINGLE AND FLAT TILE ROOF APPLICATIONS www.caddetails.com FOR : 111 10. PERMIT AND PLAN REUIEIN ONLY NOT FOR CONSTRUCTION w w Cs w w w �c NOTE: BASE PLATE AND FA57ENER5 MADE OF 5TAINLE55 STEEL. ACCESSORIES INCLUDE 1" O.D. ALUMINUM PIPE AND THREADED COUPLING5. 02 wk- SUITE BOX 5300 181620 ' 7 1 '4 9 5 2 11 ! t i M ! F 1 4 ! ARCHITECTS VARIES (SEE NOTE 4) PLAN •• • .. z CO) . • T- o LLJ 2 00 0 i 0 d 0 W a LLJ < � < Z> W LLJ ARCHITECTS VARIES (SEE NOTE 4) PLAN I1 -8" Hfi HEIGHT 13 -0 -0 HEAD HEIGHT _ Ak HEAD HEIGHT H EAD WEI GHT a' 4 "�_� HEAD HEIGHT -__ 61 -101. 1� ,L HEAD I�EIGWr FIN FL ELEV____- OIL HEAD HT H� _ 8' -O" HEAD HT - b F __ I f FIN FL ELEV Q O . .0 1 1 01 - all OIL LANDING EL 0' -O" H EAD l2' -I" _ HEAD HT \ q1 _ 011 3 N FAMM "qu u -- -- FIB N_ FL_ -EL EV _ �/y/ ___ M }y ------ - �01- Q " I V' (( I f+ V'4 FIN 7 �1 NEW R00 IN IBH SSHSD� ROOM NO. 4 � I NORTH t SOUTH j GEILING I MATL FIN MATL I i.__- _.- .._.__l MATL FIN -- -------- t \ - HT 201 KITCHEN WD WD t PTI ; PTI I PTI GWB PTI GWB PT2 8' -0" LIVING ROOM D 202 DINING ROOM WD WD GWB PTI 12 -0 101 NMI Lm 3 -0 I,1 -4 " 2 1_ 8 5! " TYP -� TYP TYP 2' -Q" I . 1 21 -6 .4 1 21 -011 i' 2 -011 L' 21 -011 I' ,2 -011 L 5' - 0" �_.___ r.mW111111 A , 2 1 - (y" 2- - 011 C G J J .G1/ ` R C i 1 MM 2" -4'" 2' -8" �Il TYP t 2" 2' -0" TYP TYP 0 mmm LOCATION NEW R00 IN IBH SSHSD� ROOM NO. 4 � I NORTH t SOUTH j GEILING I MATL FIN MATL FIN ------- --- _! i.__- _.- .._.__l 0 mmm LOCATION A NEW R00 IN IBH SSHSD� ROOM NO. ROOM NAME FLOOR MATL BASE MAT'L NORTH EAST SOUTH WEST GEILING REMARKS MATL FIN MATL FIN MAIL FIN MATL FIN MATL FIN HT 201 KITCHEN WD WD GWB PTI G W B PTI GWB PTI GWB PTI GWB PT2 8' -0" LIVING ROOM D 202 DINING ROOM WD WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 8' -Q" 6' -4' WD 203 P.R. CTI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 8' -O" G I 204 BEDROOM #2 GI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 8 1 -0" BI FOLD VAR 205 BATH 205 CTI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 8' -O" 5' -6" 206 W.I.C. GI WD GWB PTI GWB PTI GW B PTI GWB PTI GWB PT2 MASTER BEDROOM K ALUM /CLAD WD 201 MASTER BATH CTI WD GWB PTI GWB PTI GWB PTI GWB P GWB PT2 4' -0" WD WD 208 MASTER BEDROOM GI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 VARIES SEE SHEET AII.I FOR CEILING HT'S BEDROOM #2 20q LIVING ROM CI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 VARIES SEE SHEET Al1.1 F CEIL H T'S 5 -4 300 BEDROOM #3 GI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 VARIES SEE SHEE AI1. F CEI HT'S Q 301 BATH ROOM CTI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB P b' -Q" ALUM /GLAD WD BI PA55 302 BATH ROOM CTI WD GWB PTI GWB PTI GWB PTI GWB PTI G PT2 1' - WD b' -O 303 HALL GI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 VARIES I BEDROOM #4 U 304 LAUNDRY CTI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 8' -0" 305 BEDROOM #4 CI WD GWB PTI GWB PTI GWB PTI GWB PTI GWB PT2 VARIES SEE SHEET AI1.2 FOR CEILING HT'S LEGEND: PTI PAINT I (PER OWNER) WD WOOD (PER OWNER) CTI CERAMIC TILE I (PER OWNER) GWB fe'" TYPE "X" GYPSUM WALL AND CEILING BOARD CI CARPET I PER OWNS NW ANA C) 0 0 R SCHE YlINC�OW FRAME REMARKS ELEV. MATL TYPE`. WIDTH HEIGHT MATL FIN. HEAD WT. A 3 KITCHEN A ALUM /CLAD WD FX /GA 2' -0 3 - 0 " WD WD 6' -10" B 4 LIVING ROOM B ALUM /GLAD WD CA/FX/FX/CA 12' -0" 6' -4 WD WD b' -4 G 1 LIVING ROOM G ALUM /GLAD WD FX 11 -8 4' - WD WD 13' -0 TRANSOM WINDOW SEE ELEVATION D 1 LIVING ROOM D ALUM /GLAD NO FX 2 "- 4' -b" WD WD 6' -O" RADIUS TOP WINDOW SEE ELEVATION E I LIVING ROOM E ALUM /GLAD WD FX 2' -6" 6' -4' WD WD b' -10 RADIUS TOP WINDOW SEE ELEVATION F I LIVING ROOM F ALUM /GLAD WD FX 5' -6 6 -4" WD WD 6 -10 RADIUS TOP WINDOW SEE ELE VATI O N G I LIVING ROOM G ALUM /CLAD WD AA/FX VARIES 5' -4 WD WD 12 TRAN50M WINDOWS SEE ELEVATIONS H I LIVING ROOM H ALUM /CLAD WD BI FOLD VAR 6' -8" WD WD 6' -10 WEILAND BI FOLD DOOR SYSTEM 1 2 M. BEDROOM b EGRESS STAIR I ALUM /GLAD WD FX 3 -0 4' -0 WD WD 5' -6" J 2 MASTER BEDROOM J ALUM /GLAD WD GA 2' 4 4' -b" WD WD 8' -2 EGRESS WIDOWS K I MASTER BEDROOM K ALUM /CLAD WD FX 5' -O" 3 -1 WD WD 12 -I" RADIUS TOP TRAN50M WINDOW SEE ELEVATION L 2 MASTER BATH L ALUM /GLAD WD FX/AN 4' -0" WD WD 6-10" TEMEPERED GLASS M I BEDROOM #2 M ALUM /GLAD WD CA 2' -4" 5-0" WD WD 6-10" E6 RF55 WINDOW N 3 BEDROOM #2 N ALUM /CLAD WD BI FOLD ?' -O" 5' - 0 " WD WD 6' -10" O 1 STAIR WELL O ALUM /GLAD WD FX - 5 -4 WD WD 5 -6 RADIUS TOP WINDOW SEE ELEVATION P I STAIR WELL LANDING P ALUM /GLAD WD FX 2' -O" 3' -O" WD WD 6' -10" Q 1 BEDROOM #3 Q ALUM /GLAD WD BI FOLD 8' -0" 6' -8 WD WD 6 -10" WEILAND BNIFOLO DOOR SYSTEM R I BEDROOM #4 R ALUM /GLAD WD BI PA55 5 -0 6' -8" WD WD 6 -10" SLIDIN OL A 5 55 DOOR (EGRE55) 5 3 BEDROOM #4 5 ALUM /GLAD WD GA/FX 2 -0" 4' -O" WD WD b' -O TEMPERED GLASS T I STAIR WELL T ALUM /GLAD WD FX 5 -4 8' -O" WD WD 5' -1" RADIUS TOP WINDOW SEE ELEVATION U I I I BEDROOM #4 U ALUM /GLAD WD FX 4' -0" 1 -8"' I WD WD q' -0 RADIUS TOP TRANSOM WINDOW SEE ELEVATION GENERAL NOTES: GENERAL NOTES GONTINUOUED: WINDOW TYPE - ALL DIMENSIONS ARE FROM FACE OF FRAME TO FACE OF FRAME. WINDOWS SHALL BE DOUBLE PANE 'LOW E' AS RATED BY THE MANUFACTURER. WEATHER STRIPPING AND AN AWNING - THE DIMENSION INDICATED FOR THE HEAD MOUNTING HEIGHT 15 TO THE TOP OF WINDOW FRAME. FLASHING AT WINDOWS SHALL BE TIGHT TO THE WEATHER AND MADE 50 AS NOT TO ALLOW LEAKAGE OR GA CASEMENT - CONTRACTOR TO VERIFY ALL ROUGH OPENINGS 8 HEAD HTS W/ MFR PRIOR TO INSTALLATION. MOISTURE INTRUSION AT ANY JOINTS, FX FIXED GLASS - SAFETY GLAZING SHALL BE PROVIDE IN ACCORDANCE WITH SECTION 2406 OF THE 2003 IRO. WINDOWS NOT SHOWN ON TH15 SCHEDULE ARE EXISTING AND ARE TO REMAIN QTY. LOCATION DOOR FRAME HARDWARE REMARKS FIRST FLOOR FROM TO WIDTH HEIGHT THICK MATL FIN TYPE GLAZING ELEV TYPE FIN HEAD HT, GROUP 100 1 4 PLAZA ENTRIES VARIES (SEE PLAN) 3' -O" 6' -8" 1 -3/4" 50 5T 5W - I WD ST 6 -10" #2 1 . 203 1 HALL P.R. 2' -4" b' -b" I -3/4" 50 5T POCK - 2 WD 5T 204 1 HALL BEDROOM #2 2' -b" b' -b" 13/4 5C 5T 5W - 3 WD 5T b' -10 #3 205 1 BEDROOM #2 BATH 205 2' -8" b' -b" 1.3/4 50 5T POCK - 4 WD 5T 6' -10" - 205.1 1 BATH 205 OL05ET b' - 2' - 4 " 1 3/4" SC 5T POCK - 2 WD WD 6-10" - (5 �, } 205.2 1 BATH ROOM TUB/ 5HOWER ENGL05URE 5' -0" 4' -6 1/2" GLASS FACT BI -PA55 TEMPERED 6 ALUM FACT 6' -0" ' �-' 206 1 MASTER BATH W.I.G. 2 -0 b'-b" 1 -3/4 5C, 5T POCK - 5 WD 5T 6 -10" 2 01 1 MASTER BEDROOM MASTER BATH 3' - 0" 6-b" 1 -3/4" 5C 5T 5W - b WD 5T 6' -10 #3 207.1 1 MASTER BATH SHOWER 2 -0" 6 -0" 1/2" GLA55 FACT 5W TEMPERED q ALUM FACT 6-0 - 201.2 1 MASTER BATH W.G. AREA 2' -8" 6-8" 1 -3/4" 50 5T SW - 8 WD ST 6' -10 #3 2' -O" 208 1 LIVING ROOM MASTER BEDROOM 2' -8" 6' -8" 1 -3/4" 50/01- ST SW - 8 WD 5T 6 -10 11 #3 300 1 STAIR H ALL BEDROOM #3 2' -b" b' -8 1 3/4" 56 5T SW - 3 WD 5T 6' -10" #3 ,I TYP% 301 1 BATH W.G. AREA 2 -4 6' -8 1 3/4" 5C 5T 5W - 1 WD 5T 6' - lo ll #3 2 301.1 1 W.G. AREA SHOWER 5 -0" 4' -6" 1/2" GLASS - BI PASS TEMPERED 6 ALUM FACT 6 -0 - 301.2 1 BAH CLOSET 5' -0" b' -b "" 1/2" MIRROR FACT BI PA55 - 10 WD 5T 6' -10" - 301.3 1 BATH ATTIC. STORAGE 2' -0" 5' -O" 1 3/4" SG 5T 5W - 15 WD 5T 5' -2" #1 302 1 BEDROOM #4 BATH 302 2 -4 b' -b" 1 3/4" 50 5T SW - 1 WD ST 6-10" #3 302.1 1 BATH 302 LINEN 1' -6 b' -b" 1 3/4" 5C, 5T 5W - 12 WD 5T 6 -10 - 302.2 1 BATH ROOM SHOWER 2' -0 " 6 -0 1/2" GLA55 FACT 13I - PA55 TEMPERED 6 ALUM FACT 6 1 -0 1, - 304 1 HA LAUNDRY 2 -5" 6' -b" 13/4" 50 5T 5W - 3 WD 5T 6' -10 #3 305 1 HALL BEDROOM #4 2' -0" 6' -b" 1 3/4" 5C. 5T POGK - 12 WD 5T 6-10" - 505.1 1 BEDROOM #4 CLOSET 2' -0 6' -8 13/4 5C. ST POCK - (I 5 WD 5T 6' -10" - /� 306 1 EXTERIOR DECK MECHANICAL ROOM 3 -0" 3' -6 13/4" ALUM FACT 5W - 13 WD PT 4' -2" #2 301 1 LANDING ATTIC, STORAGE 2' -4" 5' -4" 1 3/4' 50 5T 5W - 14 WD ST 2' -b" #1 GROUP I DESIGNATION SIZE NOTES HINGE MATCH EXISTING 4Y2 "X 4,1 1. ALL LOGKSETS TO MATCH EXISTING DOOR MATERIAL DOOR TYPE GENERAL NOTES PASSAGE SET MATCH EXISTING 2. HINGES / PULL / PUSH PLATES TO MATCH EX15TINO 5C. SOLID GORE WOOD 5W SWINGING DOOR - CONFIRM KEYING CONFIGURATION WITH OWNER PRIOR TO INSTALLATION, FINISH MATCH EXISTING 3. VERIFY ALL HARDWARE WITH DOOR HARDWARE REPRESENTATIVE WD WOOD POCK POCKET DOOR - ALL DOORS ARE TO BE INSTALLED SHALL MEET AN51 d ADA REQUIREMENTS. 4. PROVIDE I Y2 ALUM ALUMINUM GLAD " PAIR HINGES PER DOOR SL SLIDING - MATCH EXISTING BUILDING STANDARI?5 WHERE APPLICABLE. GROUP 2 DESIGNATION SIZE 5C. / GL SOLID CORE / FULL BI -FOLD - CONTRACTOR TO VERIFY ALL ROUGH OPENINGS s HEAD HT5 W/ MFR PRIOR TO INSTALLATION, HINGE MATCH EX15TIN0 4 Y2 1 1 X 4)/2" BI -PA55 N LOCKSET MATCH EXISTING GLA55 LT MOUNT ALL DOOR ACCESS HARDWARE PER MFRS RECOMMENDED HEIGHTS. FINISH MATCH EXISTING DOOR FI PANT WEATHER STRIPPING AND BE MIN. BE TIGHT TO WEA HER BY THE MFR SET IN AND MADE 50 A5 BUIL STANDARD ALLOW FRAME. FOR �► B U � L D E R P E H M � u A� � P �� GROUP 3 DESIGNATION 51ZE 5T STAIN MOISTURE INTRUSION AT ANY JOINTS. � ONLY NOT ( (�} (� " ) :" T RU (� (�( (� HINGE MATCH EXISTING 4 Y2'X 4)/211 FACT FACTORY FIN15H ti ALL DOORS NOT SHOWN IN TH15 SCHEDULE ARE EXISTING AND ARE TO REMAIN, UNLESS NOTED OTHERW ll� �/ � LA (�n(j (� ISE u W O (ICJ L �( N O (I FOR D 1 ' lu! N � !J D 1 U t�' tl [1 0 N PRIVACY 5ET MATCH EXISTING FIN15H MATCH EXISTING 0 Lill l ARCHITECTS ! 1 '' ! BEAVER C l B LVD SUITE 207 BO ! AV ON , ! 81620 vmd FAX 949.5205 Lj r; L 3 1-011 � Ll 21 - 5" � 21 -511 � 2' -311 •s In M < wc i 0 < � < C` # 2w L 3 1-011 � Ll 21 - 5" � 21 -511 � 2' -311 N 0 N L0 0 00 co 0 0 N m 3 0 N v ti Lo 'n v m 0 0 0 s GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF 8:12 80 PSF B. TYPICAL FLOOR 40 PSF C. EXTERIOR DECK 100 PSF D. IMPORTANCE FACTORS CATEGORY I SEISMIC FACTOR IE 1 SNOW FACTOR IS 1 WIND FACTOR IW 1 E. WIND 3 SECOND GUST 90 MPH FASTEST MILE 75 MPH EXPOSURE B F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITION. 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1. STEEL FRAMING MEMBERS C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. 3. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING MRK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL. b PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. c CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 2 STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF MRK; PERIODIC INSPECTIONS ARE MADE OF MRK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. 2 WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. 3 WELDING OF STAIRS AND RAILING SYSTEMS. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. 3 FOUNDATIONS A THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3,000 PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL, APPROVED BY THE SOILS ENGINEER. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). D. CENTER ALL FOOTINGS UNDER COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. G. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 5. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I /II PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS 3000 psi STD - - - - - - INTERIOR STRUCTURAL COLUMNS 4000 psi STD 0.50 - - - EXTERIOR CONCRETE ( + +) 4500 psi STD 0.45 6 % -8% + + MAXIMUM SLUMP SHALL NOT EXCEED 4 ". B. SLABS, TOPPING, FOOTINGS, AND COLUMNS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. A 7. D. EXCEPT MERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11 - A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. MEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS - D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16 CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). H. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. 1. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. 8. LIGHT GAGE FRAMING A. LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE DRAWINGS. B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 PSI. C. FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI. D. ALL MRK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR LIGHT GAGE METAL FRAMING. 9. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 10. MOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X MOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL MOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AiTC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T &G STURD -I- FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI- JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. 1. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 11. NON -STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. REINFORCEMENT A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. • REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER CD 1. CONCRETE POURED AGAINST EARTH 3" ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS r♦ 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON �' 3. COLUMNS AND BEAMS (TIE BARS) 1-1 /2" 0 ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3 /4" i SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF ui HIS ITEMS. C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL CONTRACTOR. BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. E. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. STRUCTURAL STEEL F. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. WHICH SHALL CONFORM TO ASTM 992, (50 KSl) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. ARCHITECTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. H. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." ON ARCHITECTS 0 1 4 ! B EAVE R C B LVD SUITE 207 B OX 5300 AV ON , l 81 620 ' 7 1 9 4' 5 2 it vmda@vmda.com FAX 949,5205 Lu • • • CD •• • r♦ i �' • 0 i ui S ti v; 0 0D OD 0 N 3 N to 47 i LO r m 0 Q ° ¢ I S NEW FLOOR SHEATHING NEW FLOOR JOISTS RE: PLAN NEW 1 1/2" CONCRETE — TOPP I NG EXISTING FLOOR FRAMING . - A UP ONLY UP ONLY 51MPSON U HANGERS EXISTING RIM M fl -1 L 118" VERSA -RIM NEW 2X6 AT I' -4" BEARING HALL HITH GYPSUM SHEATHING Y SUITE 207 BOX 5300 A VON , CO 8 0 11 l rr vm da@vmda , co m FAX 949.5205 UP ONLY i i C@COPYRIGHT f _ Victor Mark. Donaldson Architects i NF L O� �� \vke �.. /15108 DID PRICING' 5/17/08 PERMIT �� uj 05/12/2008 s M &N 7547 U7 PLAN G w \.-` \` LLJ _ � l A 0 TOP OF Z EXISTING '` S�N M PLYHOOD ALL EXISTING CONDITIONS SHALL 0 �� 0 BE VERIFIED ON SITE. DIFFERENCES W \�P BETHEEN EXISTING AND NEW FRAMING SHALL BE BROUGHT TO THE ATTENTION �� r 00 OF THE DESIGN TEAM. UJ Z O w �\.� WOOD EFRA ''C11�G NOTEv: � C� O m 0 STAN A \�� 1• INDICATES BEAM 5UPPORTING HALL ABOVE. Z Q STE G LU pN 2. "L.V.L." INDICATES VER5A -LAM BEAMS, AS MANUFACTURED BY E3015E ?z u CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR �. GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. UJ -�-� -}�Q 5. ❑ INDICATES COLUMN DOHN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 4. 0 INDICATES COLUMN UP AND DOHN UNLE55 IT BEAR-5 ON ._..I EXISTING CONCRETE HALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. FLOOR 5. < > INDICATES TOP OF BEAM ELEVATION. JOISTS THIS NOTE DOES NOT APPLY TO ROOF BEAM. (RE: ROOF NOTES.) J 6. �—' INDICATES TOP OF STRUCTURAL FLOOR SHEATHING XISTING BEA -!. HEADERS SHALL BE (3) -2X8 UNLESS NOTED OTHERWISE. ALL rE HEADERS SHALL BE BUILT OUT TO 51/2" (51/2") HIDTH BY ADDING PLYH00D SPACERS AS REQUIRED. UP ONLY UP ONLY 8. ALL COLUMNS SHALL BE (5) -2X6 UNLESS NOTED OTHERHI5E. cf. HOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REQUIRED. 10, INDICATES INTERIOR BEARING HALLS. FLOOR JOISTS BEARING LOCATIONS SHALL LINE UP HITH STUDS BELOH. 11. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED U51NG 2X6 5TUD5. REFER TO EXTERIOR HALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE 5PACED 2' -0" FOR HALLS SHORTER THAN 10' -0 ". STUDS SHALL BE SPACED P -4" FOR HALL SHORTER THAN 14' -0" AND TALLER THAN 10' -0" 12. ALL BEAM/BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH 5IMP5ON STEEL PLATE CONNECTORS UNLESS NOTED OTHERHI5E. 15. RE: ARCHITECTURAL DRAHIN65 FOR LOCATION AND 51ZE OF ROUGH OPENING5 IN HOOD STUD HALLS. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. ALL EXTERIOR HALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE HALLS). [N MAIN LEVEL �RAI"IINCz PLAN C@COPYRIGHT f _ Victor Mark. Donaldson Architects All Rights Reserved Y /15108 DID PRICING' 5/17/08 PERMIT 1 05/12/2008 s M &N 7547 MAIN LEVEL FRAMING PLAN G w v �_tl 1 f. d. FAX 949,5205 w a a 0 co m 0 a N t!? Cfl fV A N h i <t i m 0 0 U R ALL EXISTING CONDITIONS SHALL BE VERIFIED ON SITE. DIFFERENCES BETWEEN FX15TINO AND NEW FRAMING SHALL BE BROUGHT TO THE ATTENTION OF THE DE51ON TEAM. WOOD FRA"ING NOTES: INDICATES BEAM SUPPORTING WALL ABOVE. 2. "L.V.L." INDICATES VERSA -LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL HAVE THE SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. S. ❑ INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 4. 0 INDICATES COLUMN UP AND DOHN UNLE55 IT BEARS ON CONCRETE HALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 5. < > INDICATES TOP OF BEAM ELEVATION. TH15 NOTE DOES NOT APPLY TO ROOF BEAM. (RE: ROOF NOTES) 6. 0 INDICATES TOP OF STRUCTURAL FLOOR SHEATHING ELEVATION. `I. HEADER5 SHALL BE (3) -2X8 UNLESS NOTED OTHERHI5E. ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" (S 1/2 ") HIDTH BY ADDING PLYHOOD SPACERS AS REG2U I RED. 8. ALL COLUMNS SHALL BE (3) -2X6 UNLESS NOTED OTHERHI5E. q. HOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS REG2UIRED. 10. INDICATES INTERIOR BEARING HALLS. FLOOR JOISTS BEARING LOCATIONS SHALL LINE UP HITH STUDS BELOW. 11. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED USING 2X6 STUDS. REFER TO EXTERIOR HALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2' -0" FOR HALLS SHORTER THAN 10' -0 ". STUDS SHALL BE SPACED 1' -4" FOR HALL SHORTER THAN 14' -0" AND TALLER THAN 10' -0 ". 12. ALL BEAM/BEAM AND BEAM /COLUMN CONNECTIONS SHALL BE MADE WITH 51MP50N STEEL PLATE CONNECTORS UNLESS NOTED OTHERHISE. 15. RE: ARCHITECTURAL DRAHIN05 FOR LOCATION AND SIZE OF ROUGH OPENINGS IN HOOD STUD HALLS. 14. RE: ARCHITECTURAL DRANIN05 FOR HANDRAIL AND STAIR FRAMING DETAILS. 15. ALL EXTERIOR HALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE HALLS). 6TEEL FRAMING NOTE&: (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION 2. ❑ INDICATES TUBE STEEL COLUMN (HHERE LABELED T5) DOHN ONLY. 5. 0 INDICATES TUBE STEEL COLUMN (WHERE LABELED T5) UP AND DOHN, UNLESS IT 15 LABELED UP ONLY. 4. � -- -- INDICATES TOP OF PLYWOOD ELEVATION. UPPED LEVEL F2AMING- PLAN 1/4" = 1' -0" ARCHITECTS ui �► i aoo) • � •o i •• 0 t ARCHITECTS 0 m ov" 2.2 'fib Il t 1 vm da@vmda.co m F AX t, 9 0 a°' �'' � a M �_.J C Q M W co 0 0 N M N ttT V m 0 I GC NEI AT 41-1. EXISTING CONDITIONS SHALL 3E VERIFIED ON SITE. DIFFERENGE5 3ETHEEN EXISTING AND NEW FRAMING SHALL BE BROUGHT TO THE ATTENTION aF THE DESIGN TEAM. ) OF FfR,4I G NC ! E6 ROOF 5HEATHIN0 5 1a " (40/20 SPAN RATING). 5TA00ER PANEL END JOINTS , NND FASTEN WITH IOd NAILS AT b" MAXIMUM ALL EDGE5 AND 1' -0" MAXIMUM DTHER SUPPORTS. RE: ARCHITECT FOR ROOF SLOPES AND BEARI PLATE HE I GHT5 '10T NOTED. ALL HEADERS SHALL BE (3) -2XIO UNLE55 OTHERWISE NOTED. ALL rfEADERS SHALL BE BUILT OUT TO 5 1/2" OR 5 1/2" WIDTH BY ADDING PLYWOOD SHIMS AS REQUIRED. oNLL HEADERS LONGER, THAN &' -0" SHALL REG2UIRE TWO TRIM 5TUD5 AND TWO KING STUDS EACH SIDE. Al L JOIST HANGER5 SHALL BE SIMPSON LUP, WP OR L55U TYPE JNLE55 OTHERWISE NOTED. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM 5HALL USE 51MP50N PLATE CONNECTORS UNLESS NOTED OTHERWISE ON DETAILS. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF (INCLUDING RAKE WALLS). a. < > INDICATES BOTTOM OF PLYWOOD 5HEATHING AT GENTERLINE OF ROOF BEAM. TH15 NOTE DOES NOT APPLY TO FLOOR FRAMING. (RE: FLOOR FRAMING NOTES) q. RE: ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 10. ALL COLUMNS SHALL BE (3) -2X& UNLE55 OTHERWISE NOTED. 11. ALL ROOF FRAMING JOISTS SHALL BE 2X12, DOUGLA5 FIR, STRUCTURAL #2 GRADE OR BETTER JOISTS. UNLESS NOTED OTERHI5E. 12. ALL HEAVY TIMBER BEAMS SHALL BE DOUOLA5 FIR LARCH GRADE NO. I. ROOF =RA1` iINCz PLAN Lu i r i i 0 a �R c `► C)<> > C sk @COPYRIGHT Victor Mark Donaldson „ Architects All Rights f; Reserved NOR k /15108 DD & PRICIN 5/12/08 PERMIT r 05/12/2008 f M &N 7547 ROOF FRAMING FLAN 2 . 3 t' �,� 9 m 00 co N cfl 3 M t!i V' L0 ti W ca 0 EXTERIOR STUD - WALL WITH SHEATH I NO 5/4" PLYWOOD — FLOOR SHEATHING METAL STUD JOISTS RE: PLAN WITH SIMP50N 5/6 HANGERS 5 1/2 " -3" CONCRETE TOPPING WITH 6X6 W2.1 X W2.1 W.W.F. WATERPROOF I NO RE: ARCH PLYWOOD DECK SHEATH I NO SLOPE �r a j x� X STEEL BEAM — RE: PLAN WITH (2) -2X8 TOP PLATES WITH 1/2"0 BOLTS AT 2' -0" 2X SOLID WEB - PACK WITH 1 /2 "fi BOLTS AT P -O" eE T f N 4. 1 1/2" = 1' - eEC TION e�. 1 1/2" = 1' -0" EXTERIOR STUD - WALL WITH SHEATH I NO 5/4 " PLYWOOD — FLOOR 5HEATHIN0 METAL STUD JOISTS RE: PLAN WITH 51MP50N 5/B HANGERS LVL DECK JOISTS WITH SIMPSON HU HANOER5 ' " -3" CONCRETE ING WITH 6X6 W2.1 W.W.F. RPROOF 1 NO ,RCH OOP DECK TH I NO BECK JOISTS 'LAN VERSA RIM RIOR STUD WALL SHEATHING 5 1/2 " -3" CONCRETE TOPPI NO WITH 6X6 1^12.1 X W2.1 W.W.F. WATERPROOFINO RE: ARCH PLYWOOD DECK 5HEATHINO SLOPE d . a �X A 5TEEL BEAM — RE: PLAN WITH (2) -2X8 TOP PLATES WITH 1/2 "4> BOLTS AT 2' -0" 2X 50LID WEB - PACK WITH 1/2 "4> BOLTS AT 1' -0" EXTERIOR STUD WALL WITH SHEATHING WITH TRIPLE BOTTOM PLATE 2X SOLID WEB - PACK WITH 1/2 "4> BOLTS AT I "-O" STEEL BEAM ` RE: PLAN WITH 1/2 "4> BOLTS AT I' -O " THROUGH PLYWOOD AND WALL BOTTOM PLATE &E T I ON - 1- 1 1/2" = I "-O" LVL DECK JOISTS WITH SIMPSON HU HANOER5 1 5/4" X q 1/2" LVL LEDOER WITH (2) -ROWS IOd NAILS AT 6" 5 1/2 " -3" CONCRETE TOPPINO WITH 6X6 1-42.1 X W2.1 W.W.F. WATERPROOFING RE: ARCH PLYWOOD DECK 5HEATHINO LVL DECK JOISTS RE: PLAN WITH 51MP50N HU HANOER5 EX15TINO 4 "4> STEEL COLUMN NEW PLYWOOD FLOOR SHEATHING; GLUE AND RAM5ET WITH HILTI EDSDX76 POWDER ACTUATED FASTENERS AT I '-O" ON CENTER AT BEAMS A1 R* IF* NEW STEEL BEAM RE: PLAN 3/8 " X 5 1/2" X 6" STEEL PLATE EACH SIDE OF BEAM WITH (2)- 5/4 "4> BOLTS (A525) 318" X 5 1/2" X 6" STEEL PLATE EACH SIDE OF BEAM WITH (2)- 3/4 "4> BOLTS (A525) SECTION ,4_,4 DOUBLE 8" IS OAOE CSX STUD JOISTS 5/4" PLYWOOD FLOOR 5HEATHINO OLUE TO JOISTS AND 5TEEL BEAM AND RAM5ET TO STEEL BEAM WITH HILTI ED5DX76 AT P -O" 8 OAOE SELF TOPPINO 50REW5 AT 6" ALONO PANEL EDOES AND I "-O" ON CENTER IN FIELD; TYPICAL SIMPSON S/B ` HANGER AT STEEL BEAM EACH JOIST RE: PLAN &EC, 2- 1 1/2" = 1' - 0 " DECK FINISH RE: ARCH BLOCK I NO WATERPROOF MEMBRANE - S /4" PLYWOOD PECK----\\ FLOOR 5HEATHINO 5HEATHINO DECK JOIST RE: PLAN METAL STUD FLOOR JOIST WITH VERSA -LAM E M BEAM I OUTRIOGER. WITH 5/4 "4> P RLAN RE: : PLAN THRU -BOLTS AT 1' -0 "; RIP VERSA -LAM TO 4" EXTERIOR STUD WALL AT EXTERIOR WITH SHEATHING _ �- i &E(�TION I- 1 1/2" = 1' -0" 0 Call ARCHITECTS 0! 4 1 BEA C B LVD B O X SUITE 207 AVON C O 8162 vmd FAX 949.5205 A� 4 ilia . @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved r R �� 11510$ DD & PRICIN 511210$ PERMIT 4T x 05/12/2008 ... s M &N 7547 FRAMING DETAILS �S3.1 eE T 1 ON 1 1/2" = 1' -011 i r ! 0! 9% �► •• i Lu Z �► uj @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved r R �� 11510$ DD & PRICIN 511210$ PERMIT 4T x 05/12/2008 ... s M &N 7547 FRAMING DETAILS �S3.1 eE T 1 ON 1 1/2" = 1' -011 1 114 0 00 00 <D C) T� N V) ti Nr Lo r 'T to NEW ROOF SHEATHING ROOF SHEATHING \/ER5A-LAM RIDGE NEW ROOF BEAM RE; PLAN ROOF JOIST RE: PLAN JOISTS WITH CONTINUOUS RE- PLAN BEVELED PLATE 1/4" STEEL PLATE BEAM SEAT WITH 1 1 4 X 4 X 10' STEEL 5IMP50N 51DE PLATE WITH L55U HANGER 5/4"4> X 4" LAO � �E� 12 BOLT K X a" X 31 LAG BOLTS a LAO -BOLTS PIP SIM h� ------ - - - - -- 1 1/2 1 1/2 1 1/2 FULL 1 1/2" PEN 1/4" STEEL PLATE NEW OL RIDGE 5 1/2 BEAM SEAT WITH BEAM RE; PLAN NEW OL RIDOE 5/8 "4> THRU BOLT BEAM RE: PLAN BENT H558X4X518 EX15TINO OL BEAM RIDOE BEAM 5ECTIOld E�- &ECTION I 5/4 = 1 NEH ROOF SHEATH INO NEW ROOF JO1STS RE: PLAN EX15TINO ROOF 5HEATHINO EX15TINO ROOF 'JO15T5 LI 1/2 3 1/2 NEW OL RIDOE- BEAM RE: PLAN 5/4 = 1' -O" 1/4 STEEL PLATE BEAM SEAT HITH 5/8 "4> THRU BOLT —EXISTING OL RIDOE BEAM x 5 LAO BOLTS Ins NEH OL RIDOE BEAM RE: PLAN 5/4 = 11-011 L&HRAr (5)-12 5ECTION =I- 5/4 = 11-011 3/4" = 1 1 - 0 11 NEW (3)-12" \/L RIP015- BEAM -4FATHINO �15T5 = BEAM R E. , P — NEW ROOF J015T5 RE: PLAN WITH SIMPSON L55UHANOER5 NEW ROOF 5HEATHIN0 NEW SIMPSON A55 CLIP TWO 51PE5 5 1/&" X 5 ]/&" &L COLUMN 5/4 = 11-011 1-1 NEW EXTERIOR BEARING STUD HALL HITH PLYHOOD 5HEATHINe � Z Nw-1 NEH EXTERIOR BEARINO STUD HITH PLYH000 SHEATHING E CTION 3. 5/4 = 11-01. NEW FASCIA NEH 5/4" T40 SOFFIT HITH 5" CONTINUOUS VENT NEW EXTERIOR STUD HALL HITH HEADER BEAM EX15TINO &L BEAM NEW 1/4" KERFED STEEL T-PLATE WITH (2)-1/2"4> X 4" LAO BOLTS IN BEAM AND 1/2"4> THRU BOLTS IN COLUMN SECTION 4. 5/4 = 1#-011 ROOF 'JOISTS PLAN BLOCKING ROOF 5HEATHINO (2)-2X8 FASCIA 5/4" T$ 0 SO FFIT WITH 5" CONTINUOUS VENT EXISTING ROOF SHEATHING EXISTINO ROOF J015TS NEH VL BEAM RE: PLAN ROOF 'JO15T5 PLAN BL OCK ROOF 5HFATHIN0 (2)-2X8 FASCIA 5/4" T40 SOFFIT 4 5" CONTINUOUS T NEH BLOCKING NEH ROOF SHEATHINO NEH LADDER FRAMINO RE: PLAN 5IMP50N U HANOER5 NEW DORMER IJOISTS " Diff ARCHITECTS 0! 4 8 E BEAVER CREEK BLVD SUITE 207 BOX 5300 AVON, CO 81620 9709 vmda@vmda.com FAX 9495205 ..Ilia Lu co LU • Lu 000 K- 0 0 0 < 0 LUZ -j g: z 0 LLJ 0 < . . . . . . . . . . . . . . @COPYRIGHT Victor Mark Donaldson Architects All Rights Reserved �� 115 /08 DID & PRICING fi 5/12/08 PERMIT [�;�'� 05112/20081 �(j�0 7x M&N 7547 FRAMING DETAILS �� d 'Ne .............. I S3.2 ISSUE / REVISIONS: 4 -15-08 DD / PRELIMINARY PRICING SET 5 -5-08 95% CD REVIEW SET 5 -1 6-08 PERMIT SET MECHANICAL LEGEND ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS ) I I RETURN DUCT DOWN Ilf� DUCT DROP L ABBR t Ml- EXHAUST DUCT DOWN +-- --(1 L)- , 4 DUCT W INTERNAL LINING 1L= 1" THICK 2L= 2" THICK ■ • •• r i t =® GALLONS PER TRAN - T. ROUND DUCT DOWN GRILLE --� T ROUND LOW PRESSURE ROUND DUCT UP Ilf� DUCT DROP L ABBR t Ml- (1 L) +-- --(1 L)- , 4 DUCT W INTERNAL LINING 1L= 1" THICK 2L= 2" THICK ■ • •• r i t =® GALLONS PER TRAN - T. T GRILLE --� T ROUND VANED ELBOW CAPPED DUCTWORK - - -- EXISTING -- - - - - -- DUCTWORK NO CHANGE V ABBR t EXISTING DUCTWORK TO BE REMOVED (1 L) +-- --(1 L)- , 4 DUCT W INTERNAL LINING 1L= 1" THICK 2L= 2" THICK �TT ABBR t FIRE DAMPER MCC ■ , 4 - -r (CONICAL TAP • ...... ♦ • r • .` ABBR SUPPLY SLOT • LU(;&ffW- , QUADRA NT MCC ■ , 4 - -r ■ ■ t MOTORIZED DAMPER GALLONS PER PROTECTION SUPPLY DIFFUSER - GRILLE (CONICAL TAP • ...... ♦ • r • .` ABBR SUPPLY SLOT • LU(;&ffW- , QUADRA NT MCC ■ , 4 - -r III I BA CK DRA FT r • - - (CONICAL TAP • ...... ♦ • r • .` Ef' I ABBR SUPPLY SLOT ► MCC SUPPLY DIFFUSER - , 4 (E) 4 -WAY THROW �� RETURN AIR EXISTING PIPING GALLONS PER PROTECTION SUPPLY DIFFUSER - GRILLE --� 3 -WAY THROW LOW PRESSURE PRE - FILTER (PNEUMATIC) �I► ® SUPPLY DIFFUSER- CEILING ACCESS L/D 2-WAY THROW PANEL BF SUPPLY DIFFUSER - HUMIDIFIER BO 1 -WAY THROW Ef' I ABBR SUPPLY SLOT PIPING: MCC DIFFUSER -- (E) -- (E) EXISTING PIPING �� RETURN AIR EXISTING PIPING GALLONS PER PROTECTION RA GRILLE --� CONTROL AIR LOW PRESSURE PRE - FILTER (PNEUMATIC) FLEXIBLE DUCT ® AP CEILING ACCESS L/D DOWN PANEL BF BOILER FEED HUMIDIFIER BO BLOW OFF CF FLEXIBLE DUCT CHEMICAL FEEDER — PCs. —. PCS CONNECTION SYMBOL ABBR DESCRIPTION PIPING: MCC GAL -- (E) -- (E) EXISTING PIPING �� • EXISTING PIPING GALLONS PER PROTECTION TO BE REMOVED p p CONTROL AIR GRAVITY VENTILATOR, PRE - FILTER (PNEUMATIC) BD BD BOILER BLOW HEATING C01L L/D DOWN BF BF BOILER FEED BO— BO BLOW OFF CF CF CHEMICAL FEEDER — PCs. —. PCS PROCESS COOLING 11 RPM WATER SUPPLY •—PCR — PCR PROCESS COOLING (R) REMOVE OR WATER RETURN —HWS— HWS HEATING WATER (E) EXISTING (PAREN- SUPPLY —HWR— HWR HEATING WATER T ITEM INDICATES RETURN —HTWS— HTWS HIGH TEMP. HOT ► �f NEW WATER SUPPLY —HTWR— HTWR HIGH TEMP. HOT =A ABOVE FIN. FLOOR WATER RETURN —CHS — CHS CHILLED WATER TOD TOP OF DUCT (AFF) SUPPLY — CHR — CHR CHILLED WATER TOP V RETURN —CWS CWS CONDENSER AF AUT WATER SUPPLY —CWR CWR CONDENSER WET -BULB FLOOR WATER RETURN LPS LPS LOW PRESSURE AL TEMP. CONTROL STEAM SUPPLY -+-MPS-j- MPS MEDIUM PRESSURE AP ACCESS PANEL STEAM SUPPLY 4/-HPST HPS HIGH PRESSURE BHP PR ESSURE STEAM SUPPLY RELIEF VALVE LOW PRESSURE ---LPR LPR STEAM CONDENSATE STRAINER RETURN - BLOW-OFF MEDIUM PRESSURE - �-MPR -f- MPR STEAM CONDENSATE CC EN D CONNECTIO RETURN CFH CUBIC FEET PER MEDIUM PRESSURE -4-/-HPR-* HPR STEAM CONDENSATE CFM ECTI RETURN -0 PR PUMPED CONDENSATE CH CHILLER RETURN RS RS REFRIGERANT DESIGNATION SUCTION RL RL REFRIGERANT RETURN UNIT LIQUID - ---RHG RHG REFRIGERANT dB r • HOT GAS DR DR EQUIP. DRAIN D D INDIRECT DRAIN V V VENT IW 1W INDUSTRIAL WATER —SCW — SCW SOFT COLD WATER FITTINGS: AIR DEVICE x•11 r oom, DP DISCHARGE PLENUM PRESSURE DWG P & T TEMPERATURE EA r PORT TAPS --�-- CR CONCENTRIC II III I EXIST. THERMOSTAT, REDUCER EER ER ECCENTRIC .• REDUCER EJ —�-- EJ EXPANSION EFF EFFICIENCY JOINT ENT U UNION ' THERMOMETER • , : - w W /THERMOWELL `F AV AIR VENT -��-- FC FLEXIBLE PIPE F.G. • - CONNECTOR Fs FS FLOW SWITCH Ps FULL LOAD AMP. PRESSURE FPI PS SWITCH j FEET PER MINUTE PRESSURE ERIC. PG GAUGE W /GAUGE FT I DIREC11ON OF a COCK 0 RISE IN DIRECTION ELBOW UP c OF AIRFLOW ELBOW DOWN �- r -•► I i � r 'i TEE UP .� OF • TEE DOWN w i i PIPE CAP OR PLUG NOTES 1. NEW DUCTWORK IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION SYMBOLS: MCC GAL GALLON CENTER UNDERCUT DOOR " • OUTSIDE STEM AND GALLONS PER PROTECTION Y D L D/L DRAIN GRAVITY VENTILATOR, PRE - FILTER H OSE END CO L D ® r i wk NO HEATING C01L L/D HEIGHT. (UNDER HORSEPOWER QTY. CHECK VALVE WITH HUMIDIFIER SECTION RETURN AIR IN DICATION OF • HERTZ RF r• • INCH WATER •- PR ESSURE 11 RPM RE D U CING ABBREVIATIONS: MINUTE S OLENO I D VALVE (R) REMOVE OR AUTO FLOW CONTROL r RELOCATE (E) (E) EXISTING (PAREN- .;. LEAVING THESIS AROUND CI SETTER OR T ITEM INDICATES BALA NCING MAXIMUM IT IS EXISTING) GLOB ► �f NEW SOUND TRAP DN DOWN . . =A ABOVE FIN. FLOOR GLOBE VALVE AFG ABOVE FIN. GRADE (ANGLE PATTERN) TOD TOP OF DUCT (AFF) NOTED BUTTERFLY BOT. OF DUCT (AFF VAV TOP V VELOCITY NTS NOT TO SCALE AF AUT VENT THROUGH AFF TEMP. CONT WB WET -BULB FLOOR ,r AH AUTOMA W/O AL TEMP. CONTROL AMB. VALVE, 3-WAY AP ACCESS PANEL B . ., BHP PR ESSURE RELIEF VALVE BTUH RISER STRAINER - BLOW-OFF : CAPPED HO CC EN D CONNECTIO CFH CUBIC FEET PER :• -SECTION No CFM ECTI HEET i TT CH CHILLER COP D ET A IL DESIGNATION CRU CONDENSATE RETURN UNIT CV E ® dB r • Q Em DB N DDC DIRECT DIGITAL CONTROL . • • DIA DISCONNECTION DN AIR DEVICE x•11 r oom, DP DISCHARGE PLENUM DWG D EVICES. EA r EDR O " II III I EXIST. THERMOSTAT, EER I NEW THE .• EF E •- EFF EFFICIENCY ENT r ` HUMI ' • , : - w `F SENS Q) FC CARBON DIOXID F.G. • - FF CARBON MONOXIDE FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE ERIC. A RROW IN D ICATES FT I DIREC11ON OF a FS RISE IN DIRECTION FT. W.C. OF AIRFLOW r -•► I i � r 'i OF • w i i SYMBOL ABBR DESCRIPTION SYMBOLS: MCC GAL GALLON CENTER UNDERCUT DOOR UC v UC (UNDER ARCH. GALLONS PER PROTECTION SECTION D L D/L DOOR LOUVER (UNDER ARCH. GRAVITY VENTILATOR, PRE - FILTER SECTION L D PSIG LOUVER DOOR FUL HEATING C01L L/D HEIGHT. (UNDER HORSEPOWER QTY. ARCH. SECTION HUMIDIFIER SECTION RETURN AIR RETURN/ EXHAUST HERTZ RF AIR FLOW SYMBOL INCH WATER RELATIVE HUMIDITY SUPPLY AIR COLUMN RPM FLOW SYMBOL ABBREVIATIONS: MINUTE (R) (R) REMOVE OR LBS POUNDS RELOCATE (E) (E) EXISTING (PAREN- LVG. LEAVING THESIS AROUND MA MAKE -UP AIR ITEM INDICATES MAX. MAXIMUM IT IS EXISTING) (N) (N) NEW SOUND TRAP DN DOWN TSP AFF ABOVE FIN. FLOOR PRESSURE AFG ABOVE FIN. GRADE UON TOD TOP OF DUCT (AFF) NOTED BOD BOT. OF DUCT (AFF VAV TOP TOP OF PIPE (AFF) VELOCITY NTS NOT TO SCALE AF AFTER FILTER VENT THROUGH AFF ABOVE FINISHED WB WET -BULB FLOOR WATER FILTRATION AH AIR HANDLING UNIT W/O AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE `F DEGREE FAHRENHEI FC FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE ERIC. FRICTION FT FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN SYMBOL ABBR DESCRIPTION ABBREVIATIONS: MIN. CIRCUIT AMPS. MCC GAL GALLON CENTER GPH GALLONS PER HOUR MOCP GPM GALLONS PER PROTECTION P.D. MINUTE GV GRAVITY VENTILATOR, PRE - FILTER PRESS GATE VALVE PSIG HC HEATING C01L INCH GAUGE HP HORSEPOWER QTY. HU HUMIDIFIER SECTION RETURN AIR HZ HERTZ RF IN. W.C. INCH WATER RELATIVE HUMIDITY RLA COLUMN RPM ISOL. ISOLATOR MINUTE KW KILOWATTS SA LBS POUNDS STANDARD AIR CUBIC LBS /HR POUNDS PER HOUR SF LVG. LEAVING SHEET MA MAKE -UP AIR S.P. MAX. MAXIMUM SQUARE MCA MINIM CIRCUIT ST SOUND TRAP AMP MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL OA CENTER MIN. MINIMUM MOCP MAX. OVER CURREN' P PROTECTION MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUARI INCH GAUGE PWL SOUND POWER LEVEL QTY. QUANTITY RA RETURN AIR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMP RPM REVOLUTION PER MINUTE RQD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TSP TOTAL STAIC PRESSURE TYP TYPICAL UON UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUME VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/O WITHOUT FOR BUILDER PERMIT AND PRICING ONLY NOT FOR CONSTRUCTION i T i ui i • • r !• •o 0 0 uj +o a � 0 k N c • DRAWN BY: KAP CHECKED BY: MPD DATE: 05/16/08 SCALE: AS NOTED OB NUMBER: VV 08007.00 SHEET INF ORMATIO N: MECHANICAL LEGEND SHEET NUMBER: ISSUE / REVISIONS: 4 -15 -08 DD / PRELIMINARY PRICING SET 5 -5 -08 95% CD REVIEW SET 5 -16 -08 PERMIT SET GENERAL MECHANICAL CONTRACT REQUIREMENTS: 1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL HVAC, FIRE PROTECTION & PLUMBING SYSTEMS. CONTRACTOR SHALL FURNISH THESE EVEN IF ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT SPECIFICALLY SHOWN. 2. DATA GIVEN ON THE DRAWINGS IS AS EXACTAS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE JOB. 3. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE SCALED. THEY SHOW CERTAIN PHYSICAL RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN THE DIVISION 15 WORK AND ITS INTERFACE WITH OTHER WORK, ESTABLISHING THIS RELATIONSHIP IN THE FIELD IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. THIS DIVISION SHALL COORDINATE ITS WORK WITH ALL DIVISIONS OF THE WORK AND ADJUST ITS WORK AS REQUIRED BY THE ACTUAL CONDITIONS OF THE PROJECT. A. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING A BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT. B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION DETAILS BY CONTRACTOR. UNLESS FULLY DETAILED IN THE CONTRACT DOCUMENTS, SUCH ENGINEERING IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHERE CLEARANCES ARE LIMITED, AND WHERE INSTALLATION DRAWINGS OR SCHEMATICS, "CONSTRUCTION DRAWINGS ", OR COORDINATION DRAWINGS MAY BE REQUIRED. THE CONTRACTOR SHALL PREPARE ALL SUCH COORDINATION DRAWINGS AS PART OF THE BASE CONTRACT. SUCH DRAWINGS MAY BE SUBMITTED TO THE ARCHITECT /ENGINEER FOR RECORD AND COMMENT (AT THE CONTRACTOR'S OPTION). NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 4. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, INTEGRATED AND EFFICIENT INSTALLATION. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (E.G., THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.). COORDINATE NECESSARY EQUIPMENT, DUCTWORK AND PIPING LOCATIONS SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES. AS NECESSARY, PREPARE SHOP DRAWINGS FOR INSTALLATION OF ALL NEW WORK BEFORE INSTALLATION TO VERIFY COORDINATION OF WORK BETWEEN TRADES. 5. REFER TO THE ARCHITECTURAL DIVISION FOR EXACT LOCATION OF ALL VISIBLE FIXTURES, EQUIPMENT AND AIR DEVICES. A. FINAL LOCATION OF ALL THERMOSTATS IN FINISHED SPACES AND ALL ROOM AIR SENSORS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. IF NOT SHOWN ON THE ARCHITECTURAL DRAWINGS, FIELD COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. 6. MAINTAIN A MARK -UP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. SURRENDER DRAWINGS TO OWNER UPON COMPLETION. 7. ALL CAPACITIES ARE SCHEDULED AT JOBSITE ALTITUDE OF 8150 FT. ABOVE SEA LEVEL. 8. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 9. PROVIDE HIGH EFFICIENCY MOTORS WITH 1.15 SERVICE FACTOR ON ALL EQUIPMENT, MOTORS SHALL BE CAPABLE OF OPERATING CONTINUOUSLY AT 105OF UNDER JOBSITE CONDITIONS AND ALTITUDE. 10. UNLESS NOTED OTHERWISE, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH HOA SWITCH AND STARTER COMPATIBLE WITH EQUIPMENT AND BMS SYSTEM. STARTERS SHALL BE PROVIDED BY DIVISION 15 UNLESS IN A MOTOR CONTROL CENTER. ALL DISCONNECTS SHALL BE FURNISHED BY DIVISION 16. SEE ALSO DIVISION 01042 OF THE SPECIFICATIONS. 11. THE ELECTRICAL POWER FOR CERTAIN EQUIPMENT PROVIDED UNDER DIVISION 15, HAS NOT BEEN SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS AND MUST BE PROVIDED BY AND FIELD COORDINATED BY THE DIVISION 15 TRADE REQUIRING SUCH POWER. SUFFICIENT POWER FOR THIS PURPOSE SHALL BE FURNISHED AS "SPARE ", DEDICATED CIRCUIT CAPACITY IN DIVISION 16'S PANELBOARDS. ALL WIRING, CONDUIT AND ELECTRICAL DEVICES DOWNSTREAM OF THE PANELBOARDS IS THE RESPONSIBILITY OF THE DIVISION 15 TRADE REQUIRING THE POWER UNLESS OTHERWISE SHOWN ON THE ELECTRICAL DRAWINGS. SUCH EQUIPMENT 1S HEREBY DEFINED AS: A. TEMPERATURE CONTROL PANELS, CONTROL AIR COMPRESSORS AND LINE VOLTAGE POWER FOR 24V CONTROL TRANSFORMERS. REQUIRED CONNECTION ARE INCLUDED IN DIVISION 15950 AND WILL BE SHOWN BY THAT CONTRACTOR'S CONTROL SUBMITTAL DRAWINGS. B. IT IS NOT PERMISSIBLE TO UTILIZE "SPARE" POWER FROM ADJACENT POWER CIRCUITS TO SERVE ANY OF THE ABOVE LOADS. ALL POWER MUST COME FROM DEDICATED CIRCUITS. 12, SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE STRUCTURE. DUCTWORK SHALL BE HELD TIGHT TO STRUCTURE EXCEPT WHERE OTHERWISE SHOWN. 13. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 14. PROVIDE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE ALL AROUND ALL EQUIPMENT REQUIRING SAME. 15. PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL AND DISPOSITION OF MATERIALS AND PROTECTION OF PROPERTY WHICH IS TO REMAIN UNDISTURBED. 17. ALL CURBS, ROOF JACKS, ROOF THIMBLES, SANITARY VENTS, ROOF DRAINS, ETC. SHALL BE COMPATIBLE WITH THE EPDM ROOFING SYSTEM TO BE PROVIDED. REFERENCE ARCHITECTURAL REVISION FOR REQUIRED FLASHING DETAILS. 18. WARRANTY: THE ENTIRE MECHANICAL SYSTEM SHALL BE WARRANTED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE OF THE SYSTEM BY THE OWNER. 19. DEFINITIONS: A. THE DEFINITIONS OF DIVISION 1 AND THE GENERAL CONDITIONS OF THIS SPECIFICATION ALSO APPLY TO THE DIVISION 15 CONTRACT. B "CONTRACT DOCUMENTS" CONSTITUTE THE DRAWINGS, SPECIFICATIONS, GENERAL CONDITIONS, PROJECT MANUALS, ETC., PREPARED BY ENGINEER (OR OTHER DESIGN PROFESSIONAL IN ASSOCIATION WITH ENGINEER) FOR CONTRACTOR'S BID OR CONTRACTOR'S NEGOTIATIONS WITH THE OWNER. THE DIVISION 15 DRAWINGS AND SPECIFICATIONS PREPARED BY THE ENGINEER ARE NOT CONSTRUCTION DOCUMENTS. C. "CONSTRUCTION DOCUMENTS ", "CONSTRUCTION DRAWINGS", AND SIMILAR TERMS FOR DIVISION 15 WORK REFER TO INSTALLATION DIAGRAMS, SHOP DRAWINGS AND COORDINATION DRAWINGS PREPARED BY THE CONTRACTOR USING THE DESIGN INTENT INDICATED ON THE ENGINEER'S CONTRACT DOCUMENTS. THESE SPECIFICATIONS DETAIL THE CONTRACTOR'S RESPONSIBILITY FOR "ENGINEERING BY CONTRACTOR" AND FOR PREPARATION OF CONSTRUCTION DOCUMENTS. D. "(N }" INDICATES "NEW" EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT. E. "(E)" INDICATES "EXISTING" EQUIPMENT ON SITE WHICH MAY OR MAY NOT NEED TO BE RELOCATED AS A PART OF THIS WORK. F. "(R)" INDICATES EXISTING EQUIPMENT TO BE RELOCATED AS PART OF THIS WORK. G. "FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN ITEM OF EQUIPMENT. H. "INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER ". 1. "PROVIDE" MEANS TO "FURNISH AND INSTALL ". J. "EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS." SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ARCHITECT /ENGINEER. K. "WORK BY OTHER(S) DIVISIONS "; "RE: DIVISION ", AND SIMILAR EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE APPEARS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS /HER SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT ARCH ITECTIENGINEER BEFORE SUBMITTING BID. L. BY INFERENCE, ANY REFERENCE TO A "CONTRACTOR" OR "SUB - CONTRACTOR" MEANS THE ENTITY WHICH HAS CONTRACTED WITH THE OWNER FOR THE WORK OF THE CONTRACT DOCUMENTS. M. "ENGINEER" MEANS THE DESIGN PROFESSIONAL FIRM WHICH HAS PREPARED THESE CONTRACT DOCUMENTS. ALL QUESTIONS, SUBMITTALS, ETC. OF THIS DIVISION SHALL BE ROUTED TO THE ENGINEER (THROUGH PROPER CONTRACTURAL CHANNELS). 20. CONTRACTOR REQUIREMENTS: SUBMIT A STATEMENT OF QUALIFICATION LISTING SIMILAR PROJECTS COMPLETED IN THE LAST FIVE (5) YEARS. CONTRACTOR SHALL HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THIS TYPE OF WORK, AND SUBMIT EVIDENCE OF THAT FACT WITH HIS BID. INADEQUATE EXPERIENCE AS DETERMINED BY THE ENGINEER SHALL BE CAUSE FOR REJECTION OF CONTRACTOR'S BID. 21. PROVIDE ALL REQUIRED PERMITS, INSPECTIONS AND COORDINATION WITH GOVERNING AUTHORITIES. INSTALLATION TO CONFORM WITH APPLICABLE PROVISIONS OF: A. APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. B. REQUIREMENTS OF FIRE DEPARTMENT, WASTEWATER DEPARTMENT, HEALTH DEPARTMENT AND STATE OIL INSPECTOR SERVICING THE PROJECT. C. INTERNATIONAL BUILDING, MECHANICAL AND PLUMBING CODES. INCLUDING THE TOWN OF VAIL AMENDMENTS TO THE INTERNATIONAL BUILDING CODE. D. APPLICABLE PAMPHLETS OF THE NFPA INCLUDING THE NATIONAL ELECTRICAL CODE. E. AMERICANS WITH DISABILITIES ACT (ADA). 22. KEEP DEMOLITION & CUTTING TO MINIMUM REQUIRED FOR PROPER EXECUTION OF WORK. BE RESPONSIBLE FOR ALL CUTTING AND PATCHING NECESSARY FOR THE COMPLETION OF THE WORK. NO CUTTING (NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL BE DONE WITHOUT THE APPROVAL OF THE ARCHITECT, OWNER & ENGINEER AS TO LOCATIONS, METHOD AND EXTENT OF THE CUTTING. 23. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN CONTINUITY, APPEARANCE OR FUNCTION. 24. IF UNABLE TO OBTAIN WITHIN 85 % OF THE REQUIRED CFM QUANTITIES IN ANY TERMINAL UNIT, AIR DIFFUSION DEVICE, BRANCH OR MAIN DUCT, NOTIFY ENGINEER IMMEDIATELY, THEN PERFORM A VISUAL INSPECTION AND /OR PITOT TUBE TRAVERSE TO IDENTIFY THE SOURCE OF THE OBSTRUCTION. REMOVE THE OBSTRUCTION AND RE- BALANCE. 25. SUBMIT EQUIPMENT CUT SHEETS AND CONTROL DIAGRAMS FOR REVIEW AND RECORD. SUBMITTALS MUST BE REVIEWED AND NOT REJECTED BEFORE WORK BEGINS. MANUFACTURER LISTED IS BASIS OF DESIGN. SUBSTITUTIONS MAY BE OFFERED DURING THE SUBMITTAL PHASE. JUDGMENT OF EQUIVALENCY SHALL BE MADE BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CLEARANCE, DIMENSIONS, ELECTRICAL AND OTHER UTILITY REQUIREMENTS AND CONNECTIONS TO OTHER WORK. 26. QUALITY CONTROL: A. QUALIFICATION OF PRODUCTS: WHEN PRODUCTS ARE SPECIFIED BY MANUFACTURER AND MODEL NUMBER, EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS LISTED MAY BE PROVIDED. PRODUCT EQUIVALENCY SHALL BE DETERMINED BY ENGINEER. B. IF A PRODUCT SUBMITTED AS AN EQUIVALENT IS DEEMED UNACCEPTABLE TO THE ENGINEER, THE SPECIFIED PRODUCT SHALL BE PROVIDED AT NO EXTRA COST TO THE PROJECT. D. SUBMIT CUT SHEETS ON ALL OF THE SPECIFIED EQUIPMENT. E. SUBMIT A WRITTEN BALANCE REPORT BY A NTF (NATIONAL TRAINING FUND OF SMACNA); CERTIFIED BALANCING CONTRACTOR. MEASUREMENTS SHALL INCLUDE SUPPLY AND EXHAUST FAN MOTOR AMPERAGE AND VOLTAGE READINGS; MOTOR AND FAN RPMS; STATIC PRESSURE AT INLET AND OUTLET OF ALL FANS, COILS, AND FILTERS; PITOT TUBE TRAVERSE OF SUPPLY, EXHAUST, RETURN, AND OUTSIDE AIR MAIN DUCTS, AT 0 % OUTSIDE AIR, MINIMUM OUTSIDE AIR, AND 100% (ECONOMIZER) OUTSIDE AIR; AIR INLET AND OUTLET QUANTITIES; WATER FLOW, TEMPERATURE DROP, AND PRESSURE DROP AT ALL COILS. THEY SHALL ALSO INCLUDE STATIC AND VELOCITY PRESSURE READINGS AT THE SUPPLY PLENUM, EXHAUST RISERS AND ALL BRANCH DUCTWORK; VELOCITY DISTRIBUTION ACROSS THE FACE OF THE SUPPLY AND EXHAUST FILTERS. (1) PROVIDE ALL REQUIRED SHEAVES, BELTS, TESTING EQUIPMENT, ETC. NECESSARY TO BALANCE THE HVAC SYSTEM IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. F. SUBMIT FOUR (4) COPIES OF ALL SUBMITTALS IN ADDITION TO ANY REQUIRED BY THE CONTRACTOR AND HIS SUPPLIERS. THESE COPIES SHALL BE RETAINED BY THE OWNER, ARCHITECT AND ENGINEER. 27. SUBMIT TWO (2) COPIES OF ALL OPERATING MANUALS AND WARRANTIES IN BOUND NOTEBOOKS TO OWNER. 28. FINAL PAYMENT SHALL BE ISSUED ONLY AFTER OWNER HAS ACCEPTED ALL WORK AND MANUALS, RECORD DRAWINGS, ETC. HAVE BEEN SUBMITTED SATISFACTORILY. 29. ACCESS PANELS: A. ACCESS PANELS: EQUIVALENT TO CESCO "HAD ", HINGED, (2) CAM LOCKS, GASKETED. 30. PIPING: A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) PROVIDE MANUAL AIR VENTS AND CAPPED HOSE -END DRAINS WITH ISOLATION VALVES AT PIPING HIGH AND LOW POINTS. (4) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. (5) FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. PRESSURIZE PIPING AT 100 PSIG. IF LEAKAGE IS OBSERVED OR IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS 1 %o OF TEST PRESSURE, REPAIR LEAKS AND RETEST. (6) PLASTIC PIPE: AIR PRESSURE TEST ALL PLASTIC PIPE AND PEX PIPE SYSTEMS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. a. DO NOT USE AIR PRESSURE TO TEST PVC OR CPVC PIPE. (7) ALL STRAINERS SHALL BE FURNISHED WITH A "ROUGHING" SCREEN AND TWO (2) SCREENS FOR NORMAL OPERATION. INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF (1/2) HOUR. REMOVE ROUGHING SCREEN AND INSTALL NORMAL SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION INSTALL NEW NORMAL SCREEN. B. PIPE AND FITTINGS: (1) HWS, HWR, RFS, RFR, SMS, SMR: a. SIZE 2" AND SMALLER: ANY OF THE FOLLOWING: (i) STEEL PIPE, SCHEDULE 40 WITH 125 PSI CAST IRON THREADED FITTINGS. (ii) COPPER TUBE, HARD TEMPER, TYPE L WITH WROUGHT COPPER FITTINGS, WITH 95 -5 TIN - ANTIMONY SOLDER FOR COPPER TUBE JOINTS. (iii) AQUAPEX & MULTICOLOR PEX PIPING FOR DISTRIBUTION TO HOT WATER BASEBOARD, MANIFOLDS, ETC. IS AN APPROVED EQUAL FOR COPPER PIPING. b. SIZE 2 -1/2" AND LARGER: STEEL PIPE, SCHEDULE 40 WITH ANY OF THE FOLLOWING FITTINGS: (i) BLACK STEEL STANDARD WROUGHT BUTT WELD. (ii) 125 LB CAST IRON FLANGED. (iii) MALLEABLE OR DUCTILE IRON GROOVED PIPE FITTINGS, DESIGNED FOR CUT GROOVED JOINT. 31. MECHANICAL INSULATION: F.11 0 I, riv F*-Zj s_ B. (P /SL) REFER TO BULLETIN 173 (DATED JULY 23, 1991) FOR REQUIRED TYPE AND THICKNESSES. (1) SEAL ALL PIPING WHICH IS NORMALLY COLDER THAN AMBIENT WITH VAPOR BARRIER RATED MASTIC. (2) TYPE A: FIBERGLASS PIPE INSULATION WITH SELF ADHESIVE ALL SERVICE VAPOR BARRIER JACKET. FITTINGS INSULATED WITH FIBERGLASS INSERTS IN PVC FITTING COVERS. ALL MATERIALS FLAME SPREAD 25, SMOKE DEVELOPED 50. (3) TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION, FLAME SPREAD 25, SMOKE DEVELOPED 50. (4) TYPE C: FLEXIBLE FIBERGLASS BLANKET WITH REINFORCED KRAFT /ALUMINUM FOIL VAPOR BARRIER FACING. (5) TYPE D: SEMI -RIGID FIBERGLASS BOARD WITH REINFORCED VAPOR BARRIER FACING, 3 LBS /CU.FT. DENSITY. (6) TYPE E: FIBERGLASS BONDED TO FLEXIBLE ALL SURFACE JACKET. FIBERGLASS SLIT OR ORIENTED TO ALLOW CONFORMANCE TO ROUND SURFACES. DENSITY 3 LBS /CU.FT. C. APPLICATION: (1) ABOVE GROUND HEATING HOT WATER. a. RUNOUTS TO TERMINALS -1/2" THICK TYPE A. b. ALL OTHER 1" THICK TYPE A. (2) REPAIRS TO EXISTING SYSTEMS: a. MATCH MATERIAL AND THICKNESS AS CLOSE AS POSSIBLE. THE OPERATION OF THE BOILER, CIRCULATING PUMP AND THE DOMESTIC HOT WATER GENERATOR PUMP SHALL BE CONTROLLED VIA A TEKMAR CONTROLLER. UPON A CALL FOR HEATING, THE BOILER SHALL FIRE TO MAINTAIN A DISCHARGE WATER TEMPERATURE OF 140° F (ADJ). UPON A CALL FOR DOMESTIC HOT WATER PRODUCTION THE BOILER SHALL RAMP UP TO PROVIDE A DISCHARGE TEMPERATURE OF 180° F (ADJ). SNOWMELT ZONE: SZ -1 THE SNOWMELT SYSTEM PUMP SHALL BE CONTROLLED BY A TEKMAR 665 CONTROL PANEL WITH ASSOCIATED 093 COMBINATION SOCKET / SENSOR. WHEN MOISTURE IS DETECTED ON THE SENSOR AND TEMPERATURES ARE BELOW FREEZING, THE SYSTEM SHALL BE ENERGIZED VIA THE TEKMAR 665 CONTROLLER. THE ASSOCIATED SNOWMELT PUMP SHALL BE ENABLED AND THE HEAT EXCHANGER SHALL BE ENABLED TO MAINTAIN THE SNOWMELT LOOP SUPPLY TEMPERATURE OF 130° F (ADJ). RADIANT ZONES: RZ -1 THRU RZ -12 UPON A CALL FOR HEATING FROM A WALL MOUNTED THERMOSTAT, ASSOCIATED ZONE VALVES SHALL OPEN, THE RADIANT PUMP SHALL BE ENABLED, AND THE MOTORIZED 3 -WAY VALVE SHALL MODULATE TO MAINTAIN THE PRIMARY RADIANT LOOP TEMPERATURE OF 130° F (ADJ). SUPPLEMENTAL HEATING: UPON A CALL FOR SUPPLEMENTAL HEATING (2ND STAGE HEATING) FROM A WALL MOUNTED THERMOSTAT, THE HOT WATER BASEBOARD SHALL BE ENABLED UNTILL THE CALL IS SATISFIED. EXHAUST FANS EF -1 BATHROOM EXHAUST FAN SHALL BE CONTROLLED BY AN INDEPENDENT WALL SWITCH. Lg� I ps i • • M i • i r � tiyuQ ci tA 16. PROVIDE ACCESS DOORS FOR ALL EQUIPMENT, VALVES, CLEANOUTS, ACTUATORS AND CONTROLS WHICH REQUIRE ACCESS FOR ADJUSTMENT OR SERVICING AND WHICH ARE LOCATED IN OTHERWISE UNACCESSIBLE LOCATIONS. C. SUBMITTALS SHALL INCLUDE REVISED AND SUPPLEMENTED CONTROL DIAGRAMS. r DRAWN BY: KAP CHECKED BY: MPD _.._. DATE: 05/16/08 SCALE: AS NOTED w � SHEET NUMBER: MR `°t� ! 1. MM+ k . • J' ` ISSUE / REVISIONS: 4 -15-08 DD / PRELIMINARY PRICING SET 5 -5-08 95% CD REVIEW SET FAN SCHEDULE 5 -1608 PERMIT SET ESP ELECTRICAL OPER MANUFACTURER/ "W.C. MAX HP WEIGHT MAX NOTES CODE MODEL NO. SERVICE LOCATION TYPE CFM (ALT.) DRIVE RPM (WATTS) VOLT PH LBS. SONES A B C D E F G H 1 EF -1 PANASONIC FV -08VQ3 RESTROOMS CEILING CEILING 57 0.25 DIRECT 909 22.6(W) 120 1 13.4 0.3 0 2 1 1 2 3 0 1 4 GENERAL NOTES 1. CAPACITIES AT 8150 FT ELEVATION. 2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50 %. 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7% MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. 4. LABEL FANS AS TO AREAS SERVED. NOTES: w A. CURB 0. NONE E. ACCESSORIES H. MISCELLANEOUS 1. SOLID STATE SPEED CONTROL, MTD. IN MOTOR 0. NONE�.r/ f 1. FIELD- BUILT, INSULATED COMPARTMENT FOR BALANCING. 1. VIBRATION ISOLATORS. ,- 2. FACTORY - BUILT, INSULATED 2. ELECTRIC DISCONNECT. 2. SECURE FAN TO CURB AT EACH W 3. FACTORY- BUILT, INSULATED, 18" TALL 3. WALL MOUNTED SOLID STATE SPEED CONTROL CORNER, EACH SIDE AND 12" O.C. W 4. FACTORY -BUILT SOUND ATTENUATING 4. 115V/1 REVERSE ACTING THERMOSTAT, SET AT 85 F 3. AMCA B SPARKPROOF, 3/4: SCROLL DRAIN W 5. FACTORY VENTILATED GREASE 5. WALL MOUNTED 2 SPEED SWITCH AND ACCESS PANEL HOOD EXHAUST 6. DRAIN CONNECTION 4. EXPLOSION PROOF CL 6. FACTORY INSULATED EXTENDED HEIGHT CURB 7. CLEANABLE GREASE RECEPTOR 5. 2 SPEED /2 WINDING (1200/1800) ....� 7. REUSE (E) CURB. PROVIDE INSULATED 6. 2 SPEED /2 WINDING (900/1800) LO ADAPTORS AS REQUIRED F. TYPE 7. VARIABLE FREQUENCY DRIVE (� 1. CEILING FAN 8. EMERGENCY POWER B. SCREEN 2. CENTRIFUGAL ROOF EXHAUSTER w 0 00 0. NONE 3. CABINET FAN I. CONTROL Z O 1. BIRD 4. WALL PROPELLER FAN 1. INTERLOCK WITH HVAC UNIT WHICH SERVES SAME SYSTEM 2. INSECT 5. CENTRIFUGAL UPBLAST ROOF EXHAUSTER (VIA DDC SYSTEM) 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER 2. RUN CONTINOUSLY, CONTROL VIA DDC SYSTEM C. DRIVE 7. CENTRIFUGAL UTILITY SET 3. CONTROL VIA WALL SENSOR. ENERGIZE AT 85 F (ADJ) 1. DIRECT 8. CENTRIFUGAL SQUARE IN -LINE 4. ENERGIZE VIA MANUAL WALL SWITCH (� J 2. BELT 5. ENERGIZE VIA TIMECLOCK "SEQUENCE w O G. SPECIAL COATINGS 6. SEE DIV 15950, OF OPERATION" SECTION 0 D. DAMPER 0. NONE 0. NONE 1. PHENOLIC W 1. GRAVITY BDD 2. EPDXY 2. BAROMETRIC ADJUSTABLE BDD 3. POLYESTER /EPDXY 3. MOTORIZED CONTROL DAMPER, 115V/1 4. EISENHEISS '�" 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 0 � r� HOT WATER GENERATOR SCHEDULE vi STORAGE BOILER MINIMUM GPH @ OPER. MANUFACTURER/ CAPACITY INPUT BOILER BOILER WATER TEMP. DOM. WATER TEMP. 100' F RISE WT. CODE MODEL NO. SERVICE (GAL) (MBH) GPM EWT ("F) LWT ("F) EWT ('F) LWT ("F) (S.L.) (LBS) REMARKS WH -1 TURBOMAX -65 DOMESTIC HOT WATER 72 200 20 180 160 40 110 416 250 GENERAL NOTES 1. HEAT EXCHANGER AND TANK TO BE ASSEMBLED AT THE FACTORY AND SHIPPED FULLY ASSEMBLED. 2. HEATING WATER CONTAINS 30% PROPYLENE GLYCOL REMARK NOTES A. MUST BE NSF APPROVED. c► B. HEAT EXCHANGER TO BE DOUBLE WALL. N o BOILER SCHEDULE MANUFACTURER/ INPUT OUTPUT ELECTRICAL FLUE GAS WEIGHT NOTES ,,' ° o CODE MODEL NO. SERVICE MBH S.L. MBH ALT. GPM VOLT PH HZ D IN. PRESSURE (PSIG) (LBS. A B C D B -1 LOCHINVAR KBN500 SYSTEM HEATING 500,000 324,000 32.4 120 1 60 2 4" 30 305 1 2 0 1 ; s ZE GENERAL NOTES , - 1. EWT = 160" F, LWT = 180" F. ZE 2. JOBSITE ELEVATION= 8150 FT. 3. FUEL TYPE = NATURAL GAS. 4. OPERATING WEIGHT INDICATED IN LBS. yw 5. RELIEF VALVE SETPOINT IS 30 PSIG. 6. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE.' EQUIVALENT CFH AT ALTITUDE IS APPROX 804. 7. PROVIDE CONTROL TRANSFORMER AND STARTER. 8. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. NOTES: A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS v vi 0. WATER 1. HI/LO FIRE 0, NONE 0, NONE Cf % 1. 30% PROPYLENE GLYCOL 2. MODULATING 1. 30 PPPM LO NOX 1. HOT WATER c 2. 35% PROPYLENE GLYCOL 2. DDC INTERFACE MODULE 2. STEAM 7¢ 3. 50% PROPYLENE GLYCOL 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL -n 4. PROBE LWCO 4. END TUBE PULL •` 5. FULL LWCO 5. BACK OUTLET FLUE " 6. SEPARATED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION 7. FLOW SWITCH 7. LOW NOX �. 8. PUMPDOWN DELAY RELAY DRAWN BY: KAP CHECKED BY: MPD HOT WATER UNIT HEATER SCHEDULE DATE F7 05 WATER SIDE AIR SIDE ELECTRICAL OPER. SCALE: MANUFACTURER/ OUTPUT WPD EAT LAT HP MOUNTING WT. AS NOTED JOB NUMBER VV08007.00 CODE MODEL NO. SERVICE (MBH) GPM (FT) (" F) (" F) CFM (WATTS) VOLT PH HEIGHT (LBS) REMARKS UH -1 STERLING HS -108A MECHANICAL ROOM 6.8 0.8 0.8 60 90 210 16 (W) 115 1 8' -0" 50 A SHEET INFORMATION: GENERAL NOTES MECHANICAL 1. EWT =180` F, LWT = 169 F SCHEDULES 2. WATER CONTAINS 30% PROPYLENE GLYCOL. 3. JOB SITE ELEVATION = 8150 FT. REMARK NOTES A. PROVIDE WALL MOUNTED THERMOSTAT. B. HORIZONTAL DISCHARGE W LOUVER. " FOR BUILDER PERMIT SHEET NUMBER: AND PRICING ONLY M0.3 NOT FOR CONSTRUCTION ISSUE / REVISIONS: 4 -15 -08 DD f PRELIMINARY PRICING SET 5 -5 -08 95% CD REVIEW SET 5 -16 -08 PERMIT SET RADIANT SCHEDULE MANIFOLD CODE ZONE CODE MANUFACTURER & MODEL NO. SERVICE AREA (SQ FT) BTUH/ SQ FT SURFACE FINISH TUBE DIA (IN) TUBE SPACING (IN) NUMBER LOOPS LOOP LENGTH GPM/ LOOP GPM/ MANIFOLD PD (FT) REMARKS C RZ -1 WIRSBO hePEX 201 Kitchen 173 19.08 CERAMIC TILE 1/2" 9 2 125 0.376 0.753 1.007 30% Propylene Glycol SUCTION RZ -2 WIRSBO hePEX 202 Dining Room 386 9.33 CARPET 1/2" 9 4 138 0,198 0.791 0.324 30% Propylene Glycol RM -1 RZ -2 WIRSBO hePEX 203 Powder Room 38 5.26 CERAMIC TILE 1/2" 9 1 61 0.048 0.048 0.041 30% Propylene Glycol COORDINATED ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. RZ -3 WIRSBO hePEX 204 Bedroom # 153 32.68 CARPET 1/2" 9 2 112 0.354 0.708 0.900 30% Propylene Glycol RM -2 RZ -4 WIRSBO hePEX 205 Bath # 43 6.98 CERAMIC TILE 1/2" 9 1 67 0.075 0.075 0.046 30% Propylene Glycol WATER HEATER RZ -5 WIRSBO hePEX 206 Walk -In- Closet 60 6.67 CARPET 1/2" 9 1 90 0.100 0.100 0.061 30% Propylene Glycol 2" RZ -5 WIRSBO hePEX 207 Master Bath 138 19.57 CERAMIC TILE 1/2" 9 2 102 0.323 0.645 0.491 30% Propylene Glycol RM -3 RZ -6 WIRSBO hePEX 208 Master Bedroom 216 17.13 CARPET 1/2" 9 2 154 0.413 0.827 1.237 30% Propylene Glycol RM -4 RZ -7 WIRSBO hePEX 209 Living Room 490 34.69 CARPET 1/2" 9 4 173 0.548 2.193 2.073 30% Propylene Glycol 1/8 RZ -8 WIRSBO hePEX 300 Bedroom #3 177 25.42 CARPET 1/2' 9 2 128 0.405 0.810 1.028 30% Propylene Glycol RM -5 RZ -9 WIRSBO hePEX 301 Bath #3 33 21.21 CERAMIC TILE 1/2" 9 1 54 0.179 0.179 0.126 30% Propylene Glycol RZ -10 WIRSBO hePEX 302 Bath #4 55 10.91 CERAMIC TILE 1/2" 9 1 83 0.145 0.145 0.057 30% Propylene Glycol RM -6 RZ -11 WIRSBO hePEX 305 Bedroom #4 194 30.41 CARPET 1/2" 9 2 139 0.441 0.881 1.119 30% Propylene Glycol RM -7 RZ -12 WIRSBO hePEX 304 Laundry/Landin2 133 27.82 CARPET 1 2" 9 2 98 0.312 0.624 0.475 30% Propylene GI col HEAT EXCHANGER SCHEDULE MANUFACTURER & TOTAL PRIMARY SIDE SECONDARY SIDE CODE MODEL NO. SERVICE MBH EWT ('F) LWT ('F) GPM PD (FT) EWT ('F) LWT ('F) GPM PD (FT) REMARKS HX -1 TRIANGLE TUBE TTP1 -14E SNOWMELT 35 180 160 3.6 1.4 100 130 2.4 0.5 30% PROPYLENE GLYCOL ON PRIMARY SIDE, 50% ON THE SECONDARY SIDE. TUBE Z MANUF • SURF ACE SP ACING : r i•r r r •, C MODEL LOO r * r r WIRSBO hePEX 507. PROPYLENE GLYCOL GRILLE RE GISTER DIFFUSER SCHEDULE NEATER SCHEDULE PUMP SCHEDULE MANUFACTURER/ MANUFACTURER/ INLET SIZE FACE SIZE FRAME MOUNTING NOTES A B C MANUFACTURER/ CODE MODEL NO. SERVICE HEAD (IN) NPSH PUMP VIBRATION ISOLATION TYPE ELECTRICAL A SUCTION DIFFUSER SUCTION DISCHARGE LOUVER FACE NOTES BBR -1 SURFACE 2 TYPE STATIC DEFL. HP VOLT PH HZ A B C D E F CODE MODEL NO. SERVICE GPM FT RPM FT EFF. YES NO SIZE SIZE COORDINATED ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. P -1 TACO IL131 TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0.10" WG FOR ALL DIFFUSERS, GRILLES AND REGISTERS, 0.05" WG FOR TRANSFER BOILER 32.4 12 1725 2.9 - - - 1/3 120 1 60 NO 3" 3" 1 5 4 0 2 2 MATERIAL B. FINISH C. DAMPER D. ACCESSORIES P -2 TACO IL120 1. ALUMINUM 1. OFF -WHITE 1. NONE 0. NONE WATER HEATER 20.0 8 1725 45.5 - - - 1/6 120 1 60 C. ACCESSORIES NO 2" 2" 1 5 4 0 2 2 1. INTEGRAL DAMPER AND P -3 TACO IL113 2. 35% PROPYLENE GLYCOL RADIANT FLOOR 8.8 12 1725 45.5 - - - 1/8 120 1 60 NO 3/4" 3/4" 1 5 4 0 2 2 P -4 TACO IL113 8. SINGLE TIER HEAT EXCHANGER 3.6 12 1725 45.5 - - - 1/8 120 1 60 NO 3/4" 3/4" 1 5 4 0 2 2 P -5 TACO IL003 SNOWMELT 2.4 4 1725 45.5 - - - 1/33 120 1 60 NO 3/4" 3/4" 1 5 4 0 2 2 P -6 TACO IL003 BASEBOARD 2.0 5 1725 45.5 - - - 1/33 120 1 60 NO 3/4" 3/4" 1 5 4 0 2 2 GENERAL NOTES 1. FOR PUMP WEIGHTS WITH INTERIA BASES, ADD 2 TIMES THE PUMP WEIGHT FOR THE INERTA BASE. 2. PREMIUM EFFICIENCY MOTORS. 3. FOR PARALLEL PUMP APPLICATIONS MANUFACTURER SHALL REVIEW SINGLE PUMP OPERATON SUCH THAT PUMP CAN OPERATE AND NOT EXCEED THE END OPERATION POINT ON THE PUMP CURVE AND MOTOR HP IS PROPERLY SELECTED TO PREVENT OVERLOADING. 4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8 TIMES NPSHA. 5. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING. 6. NON - OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. NOTES A. FLUID C. TYPE E. DUTY F. MISCELLANEOUS 0. WATER 1. CLOSE COUPLED BASE MOUNTED CETRIFUGAL 1. VFD, EPDM COUPLER, INVERTER DUTY MOTOR, CONTROLLER 1. OPERATION AS SINGLE PUMP IN PARALLEL ARRANGEMENT 1. 30% PROPYLENE GLYCOL 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 2. CONSTANT SPEED 2. PRIMARY /STANDBY OR SINGLE PUMP OPERATION 2. 35% PROPYLENE GLYCOL 3. IN -LINE, HORIZONTAL SHAFT CENTRIFUGAL 3. INJECTION PUMP 3. PROVIDE SPARE MOTOR 3. 50% PROPYLENE GLYCOL 4. IN -LINE, VERTICAL SHAFT CENTRIFUGAL 4. ALL BRONZE CONSTRUCTION 5. STEAM CONDENSATE RETURN 5. DDC INTERFACE MODULE B. FLUID TEMPERATURE 6. EMERGENCY POWER 1. 45' F D. MOUNTING 7. FLUSHED SINGLE TUNGSTEN CARBIDE SEAL WITH FILTER ON 2. 80' F 0. NONE FLUSH LINE (CWS) 3. 110` F 1. NEOPRENE PADS 8. ALL 316SS SHAFT, IMPELLER, ALL WETTED PARTS, TEFLON PACKING 4. 140' F 2. 4 POINT ISOLATORS 9. FACTORY MOUNTED CONTROL PANEL, WATER LEVEL GAUGE, DIAL 5. 180` F 3. CONCRETE INERTIA BASE THERMOMETER, DISCHARGE PRESSURE GAUGE, INLET STAINER, STARTER ALTERNATOR TUBE Z MANUF • SURF ACE SP ACING : r i•r r r •, C MODEL LOO r * r r WIRSBO hePEX 507. PROPYLENE GLYCOL i i i ui i i R 0 00 CO 0 M Z C) C �. tS l kA 1214 t DRAWN BY: KAP CHECKED BY: u MPD DATE: 05116/08 SCALE: AS NOTED JOB NUMBER: VV08007.00 SHEET INFORMATION: �r MECHANICAL SCHEDULES SHEET NUMBER: GRILLE RE GISTER DIFFUSER SCHEDULE NEATER SCHEDULE MANUFACTURER/ MANUFACTURER/ INLET SIZE FACE SIZE FRAME MOUNTING NOTES A B C D CODE MODEL NO. SERVICE (IN) (IN) STYLE TYPE SERVED TYPE EWT (' F) A TITUS 350RL EXHAUST SEE PLANS - LOUVER FACE 1 BBR -1 SURFACE 2 1 1 0 1 SEE PLANS 1 1 3/4" 1 3 0 2 GENERAL NOTES 1. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED AIR DEVCES. 2. COORDINATED ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0.10" WG FOR ALL DIFFUSERS, GRILLES AND REGISTERS, 0.05" WG FOR TRANSFER GRILLES. 4. NC VALUES SHALL BE A MAXIMUM OF 25. BASED UPON ROOM ABSORPTION RATE OF 10db, RE 10" -12 WATTS. 5. SEE PLAN FOR NECK SIZES NOT CALLED OUT IN SCHEDULE. 6. CEILING DIFFUSERS 4 -WAY BLOW UNLESS NOTED OR REQUIRED. 1. CAPACITIES AT 8150 FT ELEVATION. 7. CEILING RADIATION OR FIRE /SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIRED. 8. ALL DIFFUSERS IN LOCKER ROOMS SHALL BE ALUMINUM. 9. PROVIDE TRIM OPTION FOR LAY -IN DIFFUSERS USED IN SURFACE MOUNT APPLICATIONS. 3. VERIFY EXACT LENGTH OF RADIATION REQUIREMENTS WITH ARCHITECTURAL WALL LIMITATIONS. NOTES: A. MATERIAL B. FINISH C. DAMPER D. ACCESSORIES 1. ALUMINUM 1. OFF -WHITE 1. NONE 0. NONE 5. COORDINATE SUPPLY /RETURN PIPING CONNECTIONS WITH FLOOR PLANS AND FIELD CONDITIONS. 2. STEEL 2. CLEAR ACRYLIC 2. OBD 1. MINIMUM LIMIT STOP 3. PLASTIC 3. MILL 2. HONEY COMB EQUALIZER GRID IN NECK FULL LENGTH OF SLOTS 4. COLOR BY ARCHITECT 3. 90' SECTORIZING BAFFLES FOR 1, 2 OR 3 WAY BLOW i i i ui i i R 0 00 CO 0 M Z C) C �. tS l kA 1214 t DRAWN BY: KAP CHECKED BY: u MPD DATE: 05116/08 SCALE: AS NOTED JOB NUMBER: VV08007.00 SHEET INFORMATION: �r MECHANICAL SCHEDULES SHEET NUMBER: HYDRONIC BASEBOARD NEATER SCHEDULE MANUFACTURER/ AREA BTU /HR HEATING ELEMENT TUBE NOTES A B C D CODE MODEL NO. SERVED /FT EWT (' F) LWT (' F) GPM LENGTH (IN) ROWS TIERS SIZE BBR -1 STERLING SENIOR SR- 3/4 -60 SEE PLANS 507 180.0 160 1 SEE PLANS 1 1 3/4" 1 3 0 2 GENERAL NOTES 1. CAPACITIES AT 8150 FT ELEVATION. 2. PROVIDE ALL CORNERS, TRIM PANELS, END PANELS, ETC. FOR COMPLETE ENCLOSURE ASSEMBLY. 3. VERIFY EXACT LENGTH OF RADIATION REQUIREMENTS WITH ARCHITECTURAL WALL LIMITATIONS. 4. COPPER TUBES, ALUMINUM FINS. 5. COORDINATE SUPPLY /RETURN PIPING CONNECTIONS WITH FLOOR PLANS AND FIELD CONDITIONS. NOTES A. FLUID H. CABINET STYLE C. ACCESSORIES D. FRONT GAGE STEEL 0. WATER 1. PEDESTAL MOUNTED 0. NONE 1. 14 GA. 1. 30% PROPYLENE GLYCOL 2. FREE STANDING 1. INTEGRAL DAMPER AND 2. 16 GA. 2. 35% PROPYLENE GLYCOL 3. WALL HUNG CONTROL KNOB 3. 18 GA. 3. 50% PROPYLENE GLYCOL 4. SLOPED TOP 2. INTEGRAL DAMPER AND 5. FLAT TOP HEX HEAD OPERATOR 6. STAMPED STEEL 3. LOCKING ACCESS DOOR 7. EXTRUDED ALUMINUM 4. STANDARD ACCESS DOORS 8. SINGLE TIER 9. DOUBLE TIER i i i ui i i R 0 00 CO 0 M Z C) C �. tS l kA 1214 t DRAWN BY: KAP CHECKED BY: u MPD DATE: 05116/08 SCALE: AS NOTED JOB NUMBER: VV08007.00 SHEET INFORMATION: �r MECHANICAL SCHEDULES SHEET NUMBER: ISSUE / REVISIONS: 4 -15-08 DD / PRELIMINARY PRICING SET Zi �7, KEY NOTES$ 5 -5-08 95% CD REVIEW SET -Y4" RFS & RFR TO RADIANT FLOOR 5-16-08 PERMIT SET MANIFOLD. I ! „ ? -Y4 HWS & HWR TO HOT WATER ( ; BASEBOARD. SEE BOILER PIPING DIAGRAM FOR CONTINUATION. ! 9 a 1 HWS & HWR TO FLOOR BELOW. I F4 1 HWS & HWR UP TO MECHANICAL ROOM. i I1�lj I C ,! % =m i . Kt.(UKN 1"""'1'-%1 PrIn1.4" ' Q FT SQ FT i `,� 1 � i RM SERVING RADIANT TELESTAT MANIFOLD RET 1 RZ I- i SUPPLY Z 4 0 LOOPS TOTAL) SERVING RADIANT �-- ' i _ { 4 1 i t'J ZONES 3 & 4 (3 LOOPS TOTAL) SUP 1 f i 1 1 j w s' ! � 3 BEDROOM i I 110 2 i i i ! t_______SI ; 490 SQ FT r� r 1 - - U --UH lQj hhtt vf LA a .t sa t J --UG �o ne ��o r�mi3 I P i 2A i 3B 3C NORTHI MECH P I P ING P LAN r� SCALE: 1/4 5A i $ } { i } S I 5B F OR B PE R MIT I SHEET NUMBER: AND PR ICING ONLY . r C GENERAL NOTES 1. ALL RECTANGULAR DUCTWORK DIMENSIONS ARE INSIDE TO INSIDE UNLESS OTHERWISE NOTED. 2. PROVIDE BACKDRAFT DAMPERS ON ALL BATHROOM EXHAUST FANS. 3. COORDINATE STYLE AND LOCATION OF ALL EXTERIOR LOUVERS AND WALL CAPS WITH THE ARCHITECT. KEY i Ell 6"0 EXHAUST DUCT UP THRU ROOF TO ROO w 2l 4"0 DRYER VENT UP THRU ROOF TO ROOF CAP. 3l 4 "0 COMBINATION AIR INTAKE j FLUE EXHAUST UP THRU ROOF TO ROOF TERMINATION KIT. ISSUE / REVISIONS: 4 -15-08 DD / PRELIMINARY PRICING SET 5 -5 -08 95% CD REVIEW SET 5 -16 -08 PERMIT SET i t 1 • t LIJ m Lo .• • i. ! 0 C w�► V ;, ;^,` � i J � • DATE: 05/16/08 SCALE: AS NOTED JOB NUMBER: VV08007.00 I 1 THIRD FLOOR MECH M2.3 I SCALE: 1/4"=l'-O" 0 . s SHEET INFORMATION: THI RD FL OO R MECH XJIXCLli . A a SHEET NUMBER: ISSUE / REVISIONS: 415 -08 DD / PRELIMINARY PRICING SET MANIFOLD SUPPORT- MANIFOLD SUPPORT- 5 -5-08 95% CD REVIEW SET BRACKET (TYP) BRACKET (TYP) 5 -18 -08 PERMIT SET VALVE CAP ANGLE VALVES (TYP) MULTITHERM 2 -WAY ZONE CONTROL VALVE 12" MIN ABOVE SNOWLINE. 24" MAX END CAP rn W/ VENT m m RETURN MAIN END CAP-, Wj ENT C ("�) r owao' ) rmmm) RETURN MAIN ROOF FLASHING AND BOOT PROVIDED BY INSTALLER RETURN MANIFOLD RETURN MANIFOLD SUPPORT ASSEMBLY SECURELY (BY INSTALLER). DO NOT DRILL \ ACCU \ ACCU OR SCREW INTO THE VENT OR DRAIN DOWN DRAIN DOWN AIR PIING OR FITTINGS. SETTER HOSE BIB SETTER HOSE BIB SETTER CONCENTRIC VENT /AIR ASSEMBLY L END CA COMPRESSION FITTING (TYP) 5 /s "� LOOP RETURN PIPING SUPPLY BY -PASS COMPRESSION %'? LOOP FITTING (TYP) RETURN PIPING SUPPLY ELBOW AND AIR PIPING BY INSTALLER Wj VENT (TYP) MAIN PIPE (TYP) MAIN _ 6J rc:h rc:h z T SUPPLY MANIFOLD SUPPLY MANIFOLD VENT PIPING AIR PIPING U) (BY INSTALLER) (BY INSTALLER) W Q C) CL DRAIN DOWN DRAIN DOWN [ BALL %%_01 � HOSE BIB HOSE BIB Lo ALL �`/ � co VALVE COMPRESSION COMPRESSION VALVE ,/ co FITTING (TYP) „ r� ? LOOP FITTING (TYP) 1/2"'? , LOOP uj T O SUPPLY PIPING (TYP) SUPPLY PIPING (TYP) CONCENTRIC TERMINATION DETAIL o 1 M3.1 NO SCALE co O co 6 SNOWMELT MANIFOLD DETAIL 3 RADIANT FLOOR MANIFOLD DETAIL Z M3.1 NO SCALE M3.1 NO SCALE Z 0 _ J o W w ASSEMBLY COMPONENTS: TO SYSTEM Q T MOLDED POLYETHYLENE STORAGE DRUM 50 GALLON CAPACITY ON SHUTOFF VALVE` STEEL STAND WITH INTEGRAL PUMP PLATFORM. PROVIDE REMOVABLE LID, BRAZED 3/4 INCH OUTLET LOCATED 3 INCHES — PRESSURE SWITCH (ON 10 PSIG, OFF 12 PSIG) CIRCUIT SETTER —� ABOVE BOTTOM OF TANK AND 3/4 INCH OUTLET WITH DRAIN VALVE FLOW SWITCH. ALARM HePEX TUBING FS SPACED 9" O.C. NEAR BOTTOM OF TANK. POSITIVE DISPLACEMENT ROTARY GEAR TO BAS SYSTEM TYPE FEEDER PUMP, ALL BRONZE CONSTRUCTION, BUILT IN RELIEF PROVIDE PUMP SUPPORT AT INLET & DISCHARGE 2" MIN. WIRE TIE 3' 0. C. VALVE ADJUSTABLE BETWEEN 30 PSI AND 50 PSI AND 3/8" PIPE CONNECTIONS. CAPACITY OF 1.5 GPM AT 100 PSI, 1750 RPM, 15 PRV PRESSURE GAUGE c� W GAGE COCKS PIPING - DO NOT SUPPORT CONCRETE SEE FIGURE 2 SET 12 PSI PUMP MOTOR COVER AMP, 115/60/1. OBERDORFER MODEL 991 RMVSF OR DRESSER, D PULSAFEEDER KING. PROVIDE START STOP PRESSURE SWITCH FOR PUMP CONTROL. TOP OF TURIN FURNAS MODEL 69WB3. (3 -35 PSIA) PROVIDE 30 SECOND DELAY NC TO BE WITHIN ON PUMP START. TRANSLUCENT STORAGE 25� OF SLAB PROVIDE DUAL POINT LIQUID LEVEL SWITCH ASSEMBLY, WITH DRY PRESSURE GAUGE Wj DRUM WITH LID DEPTH ea a 4 q CONTACTS FOR DDC ALARM LIQUID METRONICS MODEL 26731, 115 NEEDLE GLOBE VALVE f 1 /2 DRAIN IN -LINE PUMP Q . d d a COMPACTED VOLT, 1 PHASE, 60 HZ, 6 AMP LOAD MAX WITH LOW WATER W /BUFFER BASE CUTOFF SWITCH TO STOP PUMP WHEN WATER LEVEL REACHES 3 GRADE INCHES (ADJUSTABLE) ABOVE OUTLET SUPPLY FITTING IN STORAGE AIR GAP DRUM. PUMP SHALL BE PROVIDED WITH A CURRENT SWITCH TO GLOBE VALVE ALARM DDC SYSTEM WHEN PUMP IS RUNNING MORE THAN 3 W /BUFFER --^ '° MINUTES. LOW WATER CUT -OFF 2" HIGH DENSITY RIGID CONTROLS IN NEMA 7X ENCLOSURE MOMENTARY SPRING LOADED SPRING CHECK PUMP ~"�'`"~-- SWITCH. ALARM TO UNION OR BOARD UNDER BAD I PUSH BUTTON FOR PUMP OPERATION TEST. BAS SYSTEM. ►- FLANGE �. CONNECTION DRIVEWAY. USE STANDARD PROVIDE A FILL SYSTEM AND T OF STORAGE DRUM W{TH A P/T TEST 4" PLUGS °- SHUTOFF VALVE DENSITY UNDER DECKS. v. ' MAX-TURE OF 30% PROPYLENE GLYCOL/ 70% WATER SOLUTION FOR HEATING SYSTEM, PROPYLENE GLYCOL INDUSTRIAL QUALITY HEAT TRANSFER FLUID, DOW CHEMICAL "DOWFROST ". CONTRACTOR TO I I I ° CALCULATE SYSTEM VOLUME BASED ON ACTUAL PIPE ROUTES. ALL FLOOR Ci RIGID PIPE TYPE L COPPER. f x "- ABOVE ASSEMBLY SHALL BE ADVANTAGE CONTROLS AGF -1, STRAINER _ EQUIVALENT SUBSTITUTE IS NEPTUNE G -50 -1 A -RC GMP IF SYSTEM MEETS ABOVE SPECIFICATION. DRAIN VALVE WITH HOSE CONNECTION a ) VERTICAL IN -LINE PUMP DIAGRAM GLYCOL FEEDER ASSEMBLY DIAGRAM F w 7 M3,1 NO SCALE M3,1 N SCALE TIE WRAP TO CONCRETE 'fix REINFORCING REVERSE RETURN LAYOUT T �4 ......... �T4i� r po Fie 'r C). aa Q i ,- 337 9 • q MANUAL AIR VENT �.. PROVIDE ARMIFLEX INSULATION SLEEVES — 4" � ALL THREAD 1/4" AT ALL EXPANSION JOINTS IN THE CONCRETE STEEL HANGER RODS PRESSURIZE SNOW MELT TUBING TO 100 PSI ACCESS PANEL,(TYP.) --- EXHAUST DUCT ,SIZE AIR TO PREVENT CRUSHING OF TUBE WHEN f 'I -- AS INDICATED ON PLANS �l THE CONCRETE IS POURED DRAWN BY: KAP ADJUSTABLE SELF - CONTAINED t - CHECKED BY: MPD CONTROL VALVE: "DANFOSS" CEILING l � FLEXIBLE DUCT CONN. #RAV OPERATOR W /VALVE MTD. DATE: 0 X16 8 DIAL & REMOTE SENSOR. - -. - -, P & T TEST PLUG SCALE. AS NOTED _ ENCLOSURE GRILLE HWR I I � �) FINISHED FLOOR JOB NUMBER: _ 1 1 1 1 1 1 1 1! L- J VV08007.00 MANUAL SHUT -OFF VALVE COMBINATION BALANCING SNOWMELT TUBING DETAIL SHEET INFORMATION: HEATING ELEMENT & SHUT -OFF VALVE. 2 MECHANICAL UNION,(TYP.) M3.1 NO SCALE DETAILS CEILING FAN DIAGRAM 5 M3.1 NO SCALE ('; TYPICAL BASEBOARD DIAGRAM M3.1 NO SCALE FOR BUILDER PERMIT SHEET NUMBER: AND PRICING ONLY M3.1 NOT FOR CONSTRUCTION • # R 1. THE GENERAL PLUMBING REQUIREMENTS ON SHEET P0.1 PERTAIN TO THE WORK OF THIS DIVISION. 2. PREPARE SHOP DRAWINGS OF ALL NEW WORK (INCLUDING SLEEVE LOCATIONS) TO VERIFY LOCATIONS AND COORDINATION OF WORK BETWEEN TRADES PRIOR TO INSTALLATION. 3. ALL DRAIN GRATES, CLEANOUT COVERS, AND OTHER FINISHED, EXPOSED COMPONENTS SHALL BE PROTECTED FROM DAMAGE. DAMAGED COMPONENTS SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. 4. HORIZONTAL SANITARY PIPING IN CEILING SHALL RUN AT A SLOPE OF 1/4" PER FOOT MINIMUM FOR 3" AND SMALLER PIPING. 4" AND LARGER PIPING SHALL RUN AT 1/8" PER FOOT MINIMUM. 5. NO DOMESTIC WATER LINES SHALL BE LOCATED EXPOSED IN FINISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 6. IN ADDITION TO THE CLEANOUT LOCATIONS SHOWN ON DRAWINGS, PROVIDE ADDITIONAL CLEANOUTS AT: A. EACH RUN OF PIPING WHICH IS MORE THAN 100 FEET IN LENGTH OR FRACTION THEREOF. B. HORIZONTAL LINES FOR EACH AGGREGATE CHANGE OF DIRECTION EXCEEDING 135 DEGREES. C. AT THE BASE OF ALL WASTE AND VENT RISERS. ALL VERTICAL CLEANOUTS SHALL BE SIZED TO ACCOMMODATE THE LARGEST PIPE ON THAT BRANCH LINE, BUT NEVER LARGER THAN 4". 7. NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB. ALL GAS PIPING IN AIR PLENUMS TO BE WELDED 8. PROVIDE ISOLATION VALVES ON ALL PIPING SERVING HOSE BIBBS. 9. MAINTAIN DESIGNATED PLUMBING FIXTURE HEADER SIZE FOR FULL BANK OF FIXTURES. 10. PROVIDE GAS VENTS EXTENDING CONTINUOUSLY FROM ALL INTERIOR GAS REGULATORS TO THE EXTERIOR OF THE BUILDING. TERMINATE AT AN APPROVED LOCATION. SIZE VENTS SUCH THAT MINIMUM VENT SIZE (FOR VENT WHICH IS 10 FEET OR LESS IN LENGTH) EQUALS RELIEF OUTLET PIPE SIZE. INCREASE VENT PIPE SIZE ONE PIPE SIZE FOR EVERY ADDITIONAL TEN FEET OF VENT PIPE LENGTH. A. PROVIDE AN ISOLATION VALVE DOWNSTREAM OF EVERY INTERIOR GAS REGULATOR. • - A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) PROVIDE MANUAL AIR VENTS AND CAPPED HOSE -END DRAINS WITH ISOLATION VALVES AT PIPING HIGH AND LOW POINTS. (4) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. (5) FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. PRESSURIZE PIPING AT 100 PSIG. IF LEAKAGE IS OBSERVED OR IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS 1% OF TEST PRESSURE, REPAIR LEAKS AND RETEST. (6) PLASTIC PIPE: AIR PRESSURE TEST ALL PLASTIC PIPE AND PEX PIPE SYSTEMS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. a. DO NOT USE AIR PRESSURE TO TEST PVC OR CPVC PIPE. (7) ALL STRAINERS SHALL BE FURNISHED WITH A"ROUGHING" SCREEN AND TWO (2) SCREENS FOR NORMAL OPERATION, INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF (1/2) HOUR. REMOVE ROUGHING SCREEN AND INSTALL NORMAL SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION INSTALL NEW NORMAL SCREEN. (1) DOMESTIC WATER, SIZE 3 AND UNDER: a. PIPE: COPPER TUBE, HARD TEMPER, TYPE L. b. FITTINGS: WROUGHT COPPER, OR CAST BRONZE. c. SOLDER: 95-5 TIN- ANTIMONY. d. WATER PIPING CAN ALSO BE WIRSBO AQUAPEX APR, REHAU RAUPEX OR APPROVED EQUIVAANT. (2) SOIL AND VENT PIPING, ALL SIZES: a. ABOVE GROUND: ANY OF THE FOLLOWING: (i) CAST IRON HUB AND SPIGOT, NEOPRENE GASKET. (ii) CAST IRON NO HUB, NEOPRENE GASKET AND STAINLESS STEEL SLEEVE JOINT. (iii) DWV COPPER WITH DWV FITTINGS, SOLDER JOINT. (iv) ABS PIPE, ABS SOCKET FITTINGS, AND SOLVENT - CEMENTED JOINTS. (v) PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT - CEMENTED JOINTS. b. COUPLINGS SHALL BE HEAVY DUTY, ALL STAINLESS STEEL: 3" WIDE 304 STAINLESS STEEL SHIELD; (4) MINIMUM STAINLESS STEEL CLAMPS; FIXED AND "FLOATING" EYELET. (i) TORQUE TO MINIMUM 30 INCH POUNDS PER MANUFACTURER'S RECOMMENDATION. (ii) HUSKY SERIES 4000 OR EQUIVALENT BY CLAMP -ALL. (3) GAS PIPING: a. SIZE 2" AND SMALLER: SCHEDULE 40 STEEL WITH 150 PSI CAST -IRON THREADED FITTINGS. b. SIZE 2 -1/2" AND LARGER: SCHEDULE 40 STEEL WITH STANDARD WROUGHT, BUTT WELDED FITTINGS. 12. MECHANICAL INSULATION: A. MATERIALS: B. (P /SL) REFER TO BULLETIN 173 (DATED JULY 23, 1991) FOR REQUIRED TYPE AND THICKNESSES. (1) SEAL ALL PIPING WHICH IS NORMALLY COLDER THAN AMBIENT WITH VAPOR BARRIER RATED MASTIC. (2) TYPE A: FIBERGLASS PIPE INSULATION WITH SELF ADHESIVE ALL SERVICE VAPOR BARRIER JACKET. FITTINGS INSULATED WITH FIBERGLASS INSERTS IN PVC FITTING COVERS. ALL MATERIALS FLAME SPREAD 25, SMOKE DEVELOPED 50. (3) TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION, FLAME SPREAD 25, SMOKE DEVELOPED 50. (4) TYPE C: FLEXIBLE FIBERGLASS BLANKET WITH REINFORCED KRAFT /ALUMINUM FOIL VAPOR BARRIER FACING. (5) TYPE D: SEMI -RIGID FIBERGLASS BOARD WITH REINFORCED VAPOR BARRIER FACING, 3 LBS /CU.FT. DENSITY. (6) TYPE E: FIBERGLASS BONDED TO FLEXIBLE ALL SURFACE JACKET. FIBERGLASS SLIT OR ORIENTED TO ALLOW CONFORMANCE TO ROUND SURFACES. DENSITY 3 LBS /CU.FT. C. APPLICATION: (1) ABOVE GROUND DOMESTIC COLD WATER. a. ALL SIZES, 1/2" THICK TYPE A ORB. (2) ABOVE GROUND DOMESTIC HOT WATER. a. LESS THAN 2 -1/2" -1 " THICK TYPE A OR B. b. 2 -1/2 " AND GREATER - 1 -1/2" THICK TYPE A ORB. (3) EQUIPMENT. a. HOT WATER STORAGE TANK. 2" THICK TYPE E. (4) REPAIRS TO EXISTING SYSTEMS. a. MATCH MATERIAL AND THICKNESS AS CLOSE AS POSSIBLE. (5) HEAT TRACE. a. INSTALL INSULATION OVERHEAT TRACE CABLE FOR ENTIRE LENGTH OF PIPE INSTALLED OUTSIDE OF BUILDING. FIRE PROTECTION NOTES 13. THE FIRE SPRINKLER CONTRACTOR SHALL SERVE AS THE ENGINEER OF RECORD FOR ALL WORK PERFORMED UNDER THIS DIVISION. SUBMIT COMPLETE FIRE SPRINKLER SYSTEM SHOP DRAWINGS, GENERATED BY CONTRACTOR, IN ACCORDANCE WITH DENVER DEPARTMENT OF PUBLIC WORKS AND DENVER FIRE DEPARTMENT REQUIREMENTS. SHOP DRAWINGS SHOULD BE A MINIMUM 1/8" SCALE, SHOW DEVICE AND APPLIANCE LOCATIONS, BUILDING BACKGROUND INFORMATION, ROOM OCCUPANCY DESCRIPTIONS, DOOR SWINGS AND FIRE PROTECTION SYSTEM LAYOUT AND DETAILS. SHOP DRAWINGS SHALL BE SEALED, OR SUBMITTED WITH A LETTER SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. THE PROFESSIONAL ENGINEER SHALL BE EMPLOYED DIRECTLY BY, OR BE A SUBCONSULTANT TO THE FIRE SPRINKLER CONTRACTOR. SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS TO THE BUILDING INSPECTIONS DIVISION AND FIRE PREVENTION BUREAU FIRST, AND OBTAIN THEIR APPROVAL BEFORE SUBMISSION TO THE ARCHITECT. 14, THE ENTIRE BUILDING SHALL BE SERVED BY A WETPIPE TYPE FIRE SPRINKLER SYSTEM. COORDINATE ELECTRICAL, FIRE PROTECTION AND MECHANICAL SPACE REQUIREMENTS CAREFULLY BEFORE PROCEEDING WITH INSTALLATION. SYSTEM SHALL BE INSTALLED COMPLETE AND OPERATIONAL, INCLUDING WATER FLOW INDICATOR, CONNECTIONS TO EXISTING ALARM, DRAIN PIPING, IDENTIFICATION SIGNS, ETC. 15. WORK SHALL BE PERFORMED BY A QUALIFIED FIRE SPRINKLER INSTALLER WITH A MINIMUM OF (5) FIVE YEARS EXPERIENCE IN SIMILAR INSTALLATIONS. 16. COORDINATE ALL WORK WITH ALL OTHER TRADES. PLUMBING LEGEND { NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF PLUMBING DRAWINGS ) SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION MEDICAL FITTINGS: SYMBOLS: —MA MA MEDICAL AIR 0--- ELBOW UP F SECTION NO. 4( M SECTION VIEW 0 0 OXYGEN c ELBOW DOWN SHEET NO. — VAC VAC VACUUM TEE UP rF DETAIL M1 DESIGNATION NO NO NITROUS OXIDE V TEE DOWN 0 G NAT. GAS OUTLET PIPE CAP OR PLUG F 1 EQUIPMENT ----11110. 0 OXYGEN OUTLET ---- GC GAS COCK F DESIGNATION 1 ---q V VACUUM OUTLET -) CO CLEANOUT PLUG °--0 MA MEDICAL HB HOSE BIBB, SHEET KEY NOTES AIR OUTLET WH WALL HYDRANT ` T K POINT OF CONN. - ----{� MA MED AIR OUTLET ---- VB VACUUM BREAKER POC (CONN. NEW TO EXISTING SPRINKLER @ RD ROOF DRAIN POD ADS DISCONNECTION EXISTING SPRINKLEF OVERFLOW __,,,,, _ ARROW INDICATES HEAD TO REMAIN @ OD ROOF DRAIN DIRECTION OF FLOW EXISTING SPRINKLER DOWNSPOUT UP RISE IN DIRECTION HEAD TO RELOCATED DSN NOZZLE OF FLOW EXISTING DN_ DROP IN DIRECTION SPRINKLER HEAD SHOCK ARRESTOR TO NEW LOCATION SA W /BALL VALVE OF FLOW NEW SPRINKLER A HEAD TO MATCH E) FD FLOOR DRAIN lllo� TB THRUST BLOCK EXISTING DN DOWN PIPING: AD AREA DRAIN -- (E) -- (E) EXISTING PIPING � AFF ABOVE FIN. FLOOR AFG ABOVE FIN. GRADE MUM EXISTING PIPING a FCO FLOOR CLEANOUT TOP TOP OF PIPE (AFF) TO BE REMOVED CW DOMESTIC �i WCO WALL CLEANOUT BOP BOT, OF PIPE (AFF) CW COLD WATER I.E. INVERT ELEVATION DOMESTIC HW HW HOT WATER JIL VTR VENT THRU ROOF NTS NOT TO SCALE ___T— T TEMPERED WATER VALVES: (E) (E) EXISTING DOMESTIC HOT GV GATE VALVE (N) (N) NEW —HWC HWC WATER CIRCULATING OUTSIDE STEM AND (R) (R) REMOVE OR SANITARY WASTE OS &Y YOKE RELOCATE —SAN SAN ABOVE FLOOR - SANITARY WASTE — DV DRAIN VALVE W/ --SAN-- SAN BELOW FLOOR HOSE END CONN. - - GW -- - - GW GREASE WASTE BALL VALVE W/ BELOW FLOOR HOSE CONNECTION ___V___ V SANITARY VENT CHECK VALVE WITH CV INDICATION OF FLOW STORM PIPING N DIRECTION s ST _ ST ABOVE FLOOR PRESSURE STORM PIPING PRV REDUCING VALVE ST__ ST BELOW FLOOR STORM OVERFLOW rs � J SV SOLENOID VALVE _ OD— ABOVE FLOOR STORM OVERFLOW FC AUTO FLOW CONTROL --OD-- OD BELOW FLOOR FCV VALVE W/ TEST PORTS G G NATURAL GAS CIRCUIT SE17ER OR F F FIRE Q CS,BV BALANCING VALVE — DR DR EQUIP. DRAIN GLOBE VALVE A A COMPRESSED AIR GLV (STRAIGHT PATTERN PIPE SIZE —SAN PIPE TYPE GLV GLOBE VALVE (ANGLE PATTERN) -- �� i--- BFV BUTTERFLY VALVE FITTINGS: -{-- BV BALL VALVE EJ EXPANSION AUTOMATIC - limp EJ JOINT � TCV TEMP. CONTROL VALVE 2 -WAY AUTOMATIC U UNION TCV TEMP. CONTROL VALVE 3-WAY PV PLUG VALVE THERMOMETER W /THERMOWELL IPR TEMPERATURE/ PRESSURE RELIEF VALVE AV AIR VENT VALVE IN RISER -��- FC FLEXIBLE PIPE STRAINER W/ CONNECTOR BLOW -OFF STIR & CAPPED HOSE - FS FS FLOW SWITCH END CONNECTION 1� ps PS PRESSURE STEAM TRAP SWITCH l PRESSURE PG GAUGE W /GAUGE COCK FOR BUILDER PERMIT AND PRICING ONLY NOT FOR CONSTRUCTION ISSUE / REVISIONS: 4 -15-08 DD / PRELIMINARY PRICING SET 5 -5-08 95% CD REVIEW SET 5 -18-08 PERMIT SET t i ui • • o .• t i LLJ 0 CJ A w Cr CT cA A. LA 4A o s.m n �V � • w kffl� DRAWN BY: KAP CHECKED BY: MPD DATE: 05/16/08 SCALE: AS NOTED JOB NUMBER: VV08007.00 V,HEET INFORMATIO PLUMBING r: SPECIFICATIONS SHEET NUMBER: ISSUE / REVISIONS: 4 -15 -08 DD / PRELIMINARY PRICING SET 5 -5 -08 95% CD REVIEW SET 5 -16 -08 PERMIT SET PLUMBING FIXTURE SCHEDULE CODE FIXTURE DESCRIPTION LOCATION CW CONN. I HW CONN. I SAN. CONN. VENT CONN. MANUFACTURER & MODEL NO. FAUCE /FLUSH VALVE REMARKS WC -1 WATER CLOSET PLUMBING FIXTURE SPECIFICATIONS AND HARDWARE SELECTION TO BE L -1 LAVAT BY THE INTERIOR DESIGNER. FIXTURE ALLOWANCE NOT TO EXCEED THE ESTABLISHED BUDGET. KS -1 KITCHEN SINK BT -1 BATHTUB w ^ _ z W W 0 _ SH -1 SHOWER WASHER BOX - LAUNDRY 1 /2" 1 /2" 2" 1 -1 /2" GUY GRAY T200 - FD -1 FLOOR DRAIN - GENERAL FLOOR DRAWS SIZES AS NOTED ZURN Z- 415 -P -VP WITH "- ZB -6B" STRAINER - D.C.C.I. BODY, POLISHED BRONZE GRATE, W/ TP -1 AD -1 AREA DRAIN - NEW DECK SIZES AS NOTED ZURN Z- 154 -ZB -VP - D.C.C.I BODY WITH HEEL PROOF POLISHED BRONZE GRATE TP -1 TRAP PRIMER - - 1/2" - - - PRECISION PLUMBING PRODUCTS, INC. P2 -500 - - IMB -1 ICE MAKER BOX - KITCHEN 1/2" - - - GUY GRAY BIM875 - GD -1 GARBAGE DISPOSER - KITCHEN SINK - - 1 -1/2" 1 -1/2" IN- SINK- ERATOR BADGER V - 1/2 HP, 120V, 1 PH ""�'• 0) tj W Lt7 T_ oo GENERAL NOTES 1. COLD WATER AND DRAINAGE FIXTURE UNITS AND SIZES ARE BASED ON THE 1997 UNIFORM PLUMBING CODE FOR DESIGN BASES. 2. RUNOUT PIPES FOR FLOOR DRAINS, MOP SERVICE BASINS ETC. WHEN UTILIZED IN A COMBINATION WASTE AND VENT SYSTEM SHALL BE INCREASED TWO PIPE SIZES, INCLUDING TRAP. 3. ALL EXPOSED PIPING SERVICING ADA FIXTURES SHALL BE INSULATED PER ADA REQUIREMENTS. 4. ALL FIXTURE ARE WHITE UNLESS OTHERWISE NOTED 5. SHOWERHEADS TO BE MOUNTED AT 6'6" IN WOMENS DEFINITIONS: SHOWER AREAS AND 7 IN MENS SHOWER AREAS. _z 0 CT - COUNTER TOP ADA - AMERICANS WITH DISABILITIES ACT APPROVED. AS - ANTISCALD BO - BOTTOM OUTLET EB - ELONGATED BOWL EBF - ELECTRONIC, BATTERY OPERATED FAUCET = W z C) Z EBFV - ELECTRONIC, BATTERY OPERATED FLUSH VALVE FM - FLOOR MOUNTED FP - FREEZE PROOF FR - FLOW RESTRICTER FT - TANK FV - FLUSH VALVE HH - HAND HELD SHOWER. UJ w J 0 MV - MIXING VALVE MF - METERING FAUCET PB - PRESSURE BALANCING PTB - PRESSURE - TEMPERATURE BALANCED ..J J PES - PORCELAIN ENAMELED STEEL S - SOLID WHITE ELONGATED OPEN FRONT SEAT, LESS COVER WITH CHECK HINGE SC - SOLID WHITE ELONGATED OPEN FRONT SEAT WITH COVER SS - STAINLESS STEEL VB - VACUUM BREAKER VC - VITREOUS CHINA VR - VANDEL RESISTANT WFC - WALL FIXTURE CARRIER WH - WALL HUNG WO - WALL OUTLET PUMP SCHEDULE MANUFACTURER/ HEAD NPSHR PUMP VIBRATION ISOLATION CODE MODEL N0. SERVICE LOCATION GPM FT RPM (FT) EFF. TYPE STATIC DEFL. HWCP -1 TACO IL008 HOT WATER RECIRC MECH. RM. 6 12 3250 - - - - GENERAL NOTES 1. FOR PUMP WEIGHTS WITH INTRRIA BASES, ADD 2 TIMES THE PUMP WEIGHT FOR THE INERTA BASE. 2. PREMIUM EFFICIENCY MOTORS. 3. FOR PARALLEL PUMP APPLICATIONS MANUFACTURER SHALL REVIEW SINGLE PUMP OPERATION SUCH THAT PUMP CAN OPERATE AND NOT EXCEED THE END OPERATION POINT ON THE PUMP CURVE AND MOTOR HP IS PROPERLY SELECTED TO PREVENT OVERLOADING. 4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8 TIMES NPSHA. ELECTRICAL HP BHP VOLT 1/25 - 120 SUCTION DIFFUSER SUCTION DISCHARGE OPER. PH FLA YES NO SIZE SIZE WT. LBS. A 1 - NO 3/4" 3/4" 8 0 NOTES B C D E F 3 4 0 2 4 w " 0 ci �c a tsy 2 ' 44- ' > p -- 5. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR 6. NON - OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. PRIOR TO ORDERING. NOTES 7 _ 7 A. FLUID C. 0. WATER TYPE 1. CLOSE COUPLED BASE MOUNTED CETRIFUGAL E. DUTY F. 1. VFD, EPDM COUPLER, INVERTER DUTY MOTOR, CONTROLLER MISCELLANEOUS 1. OPERATION AS SINGLE PUMP IN PARALLEL ARRANGEMENT A , 1. 30% PROPYLENE GLYCOL 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 2. CONSTANT SPEED 2. PRIMARY /STANDBY OR SINGLE PUMP OPERATION 2. 35% PROPYLENE GLYCOL 3. IN -LINE, HORIZONTAL SHAFT CENTRIFUGAL 3. INJECTION PUMP 3. PROVIDE SPARE MOTOR 3. 50% PROPYLENE GLYCOL 4. IN -LINE, VERTICAL SHAFT CENTRIFUGAL 4. ALL BRONZE CONSTRUCTION B. FLUID TEMPERATURE 1. 45` F D. 2. 80' F 3. 110' F 5. STEAM CONDENSATE RETURN MOUNTING 0. NONE 1. NEOPRENE PADS 5. DDC INTERFACE MODULE 6. EMERGENCY POWER 7. FLUSHED SINGLE TUNGSTEN CARBIDE SEAL WITH FILTER ON FLUSH LINE (CWS) 8. ALL 316SS SHAFT, IMPELLER, ALL WETTED PARTS, TEFLON PACKING 0 Rae * P,q _ S » 4. 140' F 5. 180' F 2. 4 POINT ISOLATORS 3. CONCRETE INERTIA BASE 9. FACTORY MOUNTED CONTROL PANEL, WATER LEVEL GAUGE, DIAL THERMOMETER, DISCHARGE PRESSURE GAUGE, INLET STAINER, STARTER ALTERNATOR GAS LOAD SCHEDULE PLUMBING FIXTURE CONNECTION SCHEDULE DRAWN BY: KAP GAS CODE FIXTURE CW CONN. HW CONN. SAN. CONN. VENT CONN. CHECKED BY: MPD LOAD VALUE WC -1 WATER CLOSET 1/2" -- 3" 2,f APPLIANCE BOILER (8-1) (MBH) 500 (CFH) 619 REMARKS 1 L -1 LAVATORY KS -1 KITCHEN SINK 1/2" 1 /2$1 1 -1 /2" 1 /2" 1/2 1-1/2" 1-1/2" 1-1/2" DATE: 6/16/6 GRILLE TOP 100 124 1 BT -1 BATHTUB 1/2" 1 /21' 1-1/2" 1-1/2" SCALE: AS NOTED FIREPLACE 65 80 1 SH -1 SHOWER 1/2" 1/2" 2" 1-1/2" JOB NUMBER: VV08007.00 FIREPLACE 35 43 1 FD -1 FLOOR DRAIN - - 2" 1 -1/2" SHEET INFORMATION: TOTAL 700 866 GENERAL NOTES 1. COLD WATER AND DRAINAGE FIXTURE UNITS AND SIZES ARE BASED ON THE 2003 INTERNATIONAL PLUMBING CODE FOR DESIGN BASES. PLUMBING REMARKS NOTES 1. CFH BASED ON 808 BTU / 1 CFH. 2. RUNOUT PIPES FOR FLOOR DRAINS, MOP SERVICE INCREASED TWO PIPE SIZES, INCLUDING TRAP. 3. ALL EXPOSED PIPING SERVICING ADA FIXTURES SHALL BASINS ETC. WHEN UTILIZED IN A COMBINATION WASTE AND VENT SYSTEM SHALL BE BE INSULATED PER ADA REQUIREMENTS. SCHEDULES 4. ALL FIXTURE ARE WHITE UNLESS OTHERWISE NOTED FOR BUILDER PERMIT SHEET NUMBER: AND PRICING ONLY NOT FOR CONSTRUCTION PO,2 GENERAL NOTES• � f f f l 11 1. CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILARIZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 3. ROUGH -IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. ♦ . • ♦ : • • or- s • ♦ • i ` • KEY NOTESs 0 4" W., 1" CA 1" HW, 1 /2 " HWC UP. ID 3" W., 1 /z" CW UP TO WC. El 1 W., 1 /2" CW, 1 /2" HW UP TO LAY BT KS. El 1 V. UP. El 2" W., 1 /2" CW, 1 /2" HW UP TO SH. ® TIE NEW WASTE LINE INTO EXISTING WASTE RISER. VERIFY LOCATION AND SIZE OF EXISTING WASTE RISER. El 1 /z" CW UP TO ICE MAKER. ED 1 CW, 1 HW, 1 /2" HWC TO WN, C9I HEAT TRACE PIPING IN UNHEATED AREA. 10 3" ST DN. TO DSN W/ SPLASH BLOCK. DSN ® 18" ABOVE FINISHED GRADE. ® NEW GAS METER !! MBH CO NNECTED LO L METE AT EXISTING METE MAIN BA NK B UILDING. 2" GAS R ISE R . • FLOO ♦ i COM DO MESTIC W PRO TECTI O N ENT SEE DETAIL. 14 1 /z" GAS W/ ACCESSIBLE GAS SHUT --OFF VALVE UP TO FIREPLACE. 15 Y4 GAS W/ ACCESSIBLE GAS SHUT -OFF VALVE UP TO FIREPLACE. 16 1" GAS W/ ACCESSIBLE GAS SHUT -OFF VALVE UP TO COOKTOP, ISSUE 1 REVISIONS: 4 -15 -08 DD / PRELIMINARY PRICING SET 5 -5.08 95% CD REVIEW SET 5 -16 -08 PERMIT SET 101 t t t uj 1 • .0 cc =) g Lij �✓i M o � � QC �uu 0 " A o ^A A t rAA I S 4 k • wr • DRAWN BY: KAP DATE: 05/16/08 SCALE: AS NOTED JOB NUMBER: 08007.00 i r: 41 , 0 1 11114 .. 4 . .. INF THEET FLOOR SHEET NUMBER: F2W ISSUE / REVISIONS: GENERAL. NOTES1 4 -15 -08 DDI PRELIMINARY PRICING SET 5-5-08 95% CD REVIEW SET 1. CONTRACTOR SHALL INSPECT SITE TO I THOROUGHLY FAMILARIZE HIMSELF WITH THE 5 -16-08 PERMIT SET AREA OF WORK. ANY DISCREPANCIES I BETWEEN THESE DOCUMENTS AND ACTUAL ! I CONDITIONS SHALL BE REPORTED TO THE I i I ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE € ALLOWED DUE T QLACK OF KNOWLEDGE OF 2. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. I I 3. ROUGH -IN AND FINAL CONNECT ALL 1 I I FIXTURES, EQUIPMENT, ETC. 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATER CEILING OR WALL. VERIFY WALL ui I I I FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. 5. ALL WORK SHALL BE PER LOCAL BUILDING W AND HEALTH DEPARTMENT REQUIREMENTS. (j) rx f I \ t t l 0) Lo I (o 11 Q '', ; KEY NOTES � man CRI \ ',` 0 3" W., 1 /2" CW UP TO WC. Z 0 I nT- '� , M2 1 W., 1 /2 " CW, 1 /2 " HW UP TO LAY, BT WB. ( L -1 # 3 2" W. UP TO FD. _... ( BEDROOM t 1 /y o o F 2 " V. U P. w z fir/ 3 !! ( MASTER \t e' BATH t tY I g V F61 3" W., 2" V., 1 /2" CW TO WC. W 12 0 ', n 1 W., 1 V., 1 /2" CW, 1 /2" HW TO LAY. BT > KS. 0 J CO WC `� `\ -- - Q 2" W., 1 V., 1 /2" CW, 1 /2" HW TO SH. ® 2" V. UP TO 3" VTR. 1 ' t 1 BT -2 {) 7 ', ' 10 4" W., 1" CW, 1" HW, Y/2" HWC DN. .� • 0 > ( t 1 11 3" ST UP TO AREA DRAIN. f 12 3" ST DN. vi ® TO B OILER 4 V T1 I . f } i i i� i IsOf --UG f/4� ! Ewa S SL Pq " o0 '4e� Y `� 3§174, DRAWN BY: KAP r i tr • r � CHECKED BY: MPD SHEET NUMBER: GENERAL NOTES i 1. CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILARIZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. FIEL VERIFY EXACT LOCATION O C ONNECTION POINTS PRIOR TO C ONSTRUCTIO N. 3. ROUGH - IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. 5. ALL WORK SHALL BE PER LOCAL BUILDING AND HEALTH DEPARTMENT REQUIREMENTS. KEY NOTES in 3" W., 2" V., 1/2" CW TO WC. El 1 1 /2 " W., 1 V., 1 /2 " CW, 1/2" HW TO LAV. BT, WB. 3 F 2" V. UP TO 3" VTR. 1 V. UP TO 3" VTR. 2" V. DN. 1 V. DN. El :Y4 CW TO HI3 FOR SPA WATER FILL. ISSUE / REVISIONS: 4 -15 -08 DD / PRELIMINARY PRICING SET 5-5-08 $5% CD REVIEW SET 5 -16 -08 PERMIT SET t 1 • t uj s .. • ca 0 i " R a w o ILA ZE T/ + I SM s m DRAWN BY: KAP CHECKED BY: MPD DATE: 08/16/08 SCALE: AS NOTED JOB NUMBER: VV08007.00 SHEET INFORMATION: THIRD FLOOR NORTH PLUMBING PLAN 1 THIRD F LOOR PLUMBING PLAN P1.3 SCALE: 1 llllil r r r SHEET NUMBER: �c3 ISSUE / REVISIONS: POTTER VS -SP VANE TYPE — WATER FLOW BALL VALVE 4 -15 -08 DD / PRELIMINARY PRICING SET TAMPER SWITCH INTERLOCK 1 CW TO PANEL RE ALARM CONTROL 5-16,08 PERMiDTSETIEW SET BUILDING GAUGE (TYP BYPASS ASSEMBLY WITH CIRCUIT SETTER SYSTEM LOCKPACK VALVE (TYPICAL) FLOW SWITCH - INTERLOCK RPBFP -1 1 W/ FIRE ALARM PANEL PRV -1 STRAINER PROVIDE PUMP SUPPORT cm) FINAL FIRE PROTECTION DISTRIBUTION W /GAGE COCKS PUMP MO OR NOT SUPPORT 11 12 „ 1 PIPE SIZING TO BE CALCULATED D METER FLANGE 1112„ S TS TS -. �� PER NFPA 13 HYDRAULIC CALCULATIONS (TYP) L_ _ BY THE DESIGN / BUILD FIRE ZY41 11/z ” METER WITH REMOTE S PROTECTION CONTRACTOR " RPBFP -1: WILKINS #975 READOUT PURCHASED FROM BYPASS 1 LOCAL WATER DISTRICT PRESSURE GAUGE INSTALLED BY P.C. IN -LINE o ANCHOR PIPING PUMP Iii TO WALL RPBFP SYSTEM DRAIN FEBCO OR WILKINS W/ BALL VALVE DOWN TO FLOOR DRAIN Z W ANCHOR PIPING FULL SIZE DOWN FULL SIZE DOWN-/ TO WALL TO FLOOR DRAIN \ FLAONG OR uj Q TO FLOOR DRAIN C _ SHUTOFF VALVE Q 0) Lo T_ 3" DUCTILE IRON WATER SERVICE 3 FIRE SPRINKLER. FINAL PIPING DESIGN BY THE CIVIL CONTRACTOR. BACKFLOW PREVENTER, RISER & ALL FIRE UJ (D oo REFERENCE THE SITE PLAN FOR CONTINUATION. SPRINKLER EQUIPMENT PROVIDED BY DESIGN Z O EXACT LOCATION & INVERT ELEVATIONS BUILD FIRE PROTECTION CONTRACTOR. F.P.C. DESIGN BUILD FIRE PROTECTION TO VERIFY PIPE SIZING PRIOR TO INSTALLATION. C In CONTRACTOR TO VERIFY PIPE =. SIZING PRIOR TO INSTALLATION, 1 VERTICAL IN -LINE PUMP DIAGRA 0� M p �4�CO�MB�INA�TIO�N�DO�MES�TIC�W�ATE�R / FIRE PROTECTION ENTRY DETAIL P2.1 NO SCALE ui Z 0 P2.1 NO SCALE Z W °J ui 0 Q PROVIDE HONEYWELL SPARCO 0 --� HL -200 HIGH - LOW TEMPERATURE CONDUIT CONTROL MIXING VALVE PANEL 1 1 /2 " 140' F 110' F---- -- •--- -- 1 HOT WATER TO SYSTEM +� JUNCTION GROUND -FAULT ' `I 1 1/2 COLD WATER SUPPLY . 1 " BOX PROTECTION DEVICE S HOT WATER CIRC. Q__j FROM FIXTURES 1 1 EXPANSION TANK 1 TACO MODEL PAX 30 S q POWER INSULATION 1 /z" --' CONNECTION -Y4 DOWN TO NEAREST FLOOR DRAIN PIPE ' 7 DRILL. - 4" HOLE IN CHECK FLAPPER CJ � 1 WC RECIRC. PUMP HEAT TRACE 72 GALLON 1 CONSTRUCTION CABLE SUPPORT FROM FLOOR` PIPE RELIEF VALVE ZE TO FLOOR DRAIN 5 HEAT TRACE PIPING DIAGRAM 2 INDIRECT WATER HEATER PIPING DIAGRAM ry P2.1 NO SCALE P2.1 NO SCALE f 0 Rep LEAD CAULK„ 3374 DOWNSPOUT NOZZLE , 1" INSULATION WITH WALL FLANGE P STORM SEWER DRAWN BY: KAP CHECKED BY: MPD ° DATE: 05116/08 PIPE SLEEVE SCALE: AS NOTED JOB NUMBER: VVa8aa7.Qa JUTE PACKING SHEET INFORMATION: PLUMBING DETAILS DOWNSPOUT NOZZLE DETAIL V_VfQ NO SCALE FOR BUILDER PERMIT SHEET NUMBER: AND PRICING ONLY NOT FOR CONSTRUCTION P2.1