Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
08-0359 thru 08-0365 151 - 198 Meadowview Ln Plans
VICINITY MAPTIMBERLAKE VILLAGE y � N N N O Le�rr'.51 W. 1JA ; � A. eaj F"'"rl9T�" er tl. AFFORDABLE HOUSING APARTMENT COMMUNITY D I PROJECT ,. r C LOCATION [Akr� TWIN FALLS7 IDAHO � m t Y�eMMyP.f aaa.ni/,4�1 I B� C i) W N.T.S. m �* 7 U SYMBOL LEGEND PROJECT ACCESSIBILITY CODE ANALYSIS INDEX TO DRAWINGS S. E. INFO. / FINISH GRADE IN GROUP R,DIVISION I OCCUPANCY APARTMENTS CONTAINING FOUR OR MORE DWELLING UNITS, BASED ON 2003 IBC r,67"F pj-�76$ GO.OI COVER SHEET �EXISTING ELEVATION �-DOOR NUMBER ALL DWELUNG UNITS SHALL BE TYPE'B'DWELLING UNITS,EXCEPT THOSE REQUIRED TO BE TYPE OCCUPANCY TYPE Cc vKIMR Il� -.- 10000" 'A'DWELLING UNITS. �""-' C0.0 CIVIL COVER SHEET M-0.0 MECHANICAL LEGEND & ABBREVIATIONS �l REFERTO SITE PLAN SHEET ALOI FOR SPECIFIC BUILDING RESIDENTIAL UNITS- R-2 0-WINDOW TYPE RESIDENTIAL OCCUPANCIES CONTAINING MORE THAN TWO DWEWNG UNITS WHERE THE C1.0 EXISTING SITE SURVEY M-0.02 MECHANICAL SCHEDULES & DETAILS TYPE LOCATIONS: EXCEPTIONS: OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE. M-2.10 BUILDING 2222 HVAC PLAN 1 � Iq� 9� 1. WHERE NO ELEVATOR SERVICE IS PROVIDED IN A BUILDING,TYPE'B'DWELLING UNITS C2.0 EROSION CONTROL PLAN GRID LINE /S REVISION BUH.DINGTYPE2F222F-1-(6)UNITBUD.DBVG��l� oI 1 NEED NOT BE PROVIDED ON FLOORS OTHER THAN THE GROUND FLOOR. C3.0 GRADING PLAN M-2.10.1 BUILDING 2222 HVAC PLAN _ (2)2-BEDROOM FLATS ` 2. A MULTISTORY DWELLING UNIT NOT PROVIDED WITH ELEVATOR SERVICE IS NOT TYPE OF CONSTRUCTION: V-B M-2,11 BUILDING 2332 HVAC PLAN A ----- 4LEVEL, 847gF, Oj C4.0 STORM DRAINAGE PLAN �J REQUIRED TO COMPLY WITH REQUIREMENTS FOR TYPE'B'DWELLING UNITS. FIRE SPRINKLERED: YES;DESIGN BUILD SPRINKLER&ALARM,NFPA-13R M-2.12 BUILDING 3223 HVAC PLAN I KEY NOTE TOTAL: 847sF.EA �' C5.0 UTILITY PLAN 4 2-BEDROOM FIAT 3. THE NUMBER A TYPE'8'SITE MAY UNITS PROVIDED IN MULTIPLE NON-ELEVATOR ()- BUILDINGS ON A SINGLE SITE MAY BE REDUCED TO A PERCENTAGE OF THE GROUND WALLS AND FLOORS SEPARATING DWELLING UNITS IN THE SAME BUILDING SHALL NOT BE OF LESS C6.0 MEADOWVEW ROAD PLAN AND PROFILE M-2.13 BUILDING 4224 HVAC PLAN DETAIL NUMBER X TOTAL EACH LEVEL:6476.F. rb/ FLOOR UNITS THAT IS EQUAL TO THE PERCENTAGE OF THE ENTIRE SITE HAVING M-2.14 BUILDING 322223 HVAC PLAN ROOM NAME JJ THAN 1-HOUR FIRE-RESISTIVE CONSTRUCTION. C7.O NOTES AND DETAILS � • SHEET NUMBER %� 1 GRADES,PRIOR TO DEVELOPMENT,THAT ARE 10 PERCENT OR LESS: BUT IN NO CASE M-2.15 BUILDING 323323 HVAC PLAN X% ROOM NUMBER SUMMARYPORBUIIDINGTYPE3223: P�{/-` SHALL THE NUMBER OF TYPE'B'UNITS BE LESS THAN 20 PERCENT OF THE GROUND G7.1 NOTES AND DETAILS (6)2 BED ROOM FLATS: 5,082S.P. ATTIC SPACE PARTITIONS AND DRAFT STOPS: M-2.16 COMMUNITY BUILDING HVAC PLAN A& TOTAL OCCUPIND AREA: 5,082gF, / FLOOR DWELLING UNITS ON THE ENTIRE SITE. DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS,MANSARDS,OVERHANGS OR OTHER C7.2 NOTES AND DETAILS M-2.17 BUILDING COMM22 HVAC PLAN INTERIOR ELEVATIONS ELEVATION CONCEALED ROOF SPACES,AND SHALL BE INSTALLED ABOVE AND IN LINE WITH TENANT SHEET NUMBER 100 0 A.F.F. D 100%OF SITE IS AT A SLOPE OF 10%OR LESS. AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE A1.01 SITE AND ACCESIBILITY PLAN F� BUILDINGAI-BEDROOM MTOW H USE BUILDING 1 b 1 BUILDING X 100%=1 OR 1 BUILDING IS REQUIRED TO BE OF A TYPE W ROOF SHEATHING ABOVE. P REFERENCE 4•BIDRMAI TOWNHOUSE A1.02 LANDSCAPE PLAN P-0.0 PLUMBING LEGEND & ABBREVIATIONS MAIN LEVEL: 7986F. CONSTRUCTION. P-0.02 PLUMBING SCHEDULES & DETAILS UPPER LEVEL: 528 S.F. b DRAFT STOPPING MATERIALS SHALL NOT BE LESS THAN 1/2°GOP.BD.,3/8"WOOD A1.03 LANDSCAPE DETAILS EACH BUILDING AND STRUCTURE,AND EACH SEPARATE TENANCY WITHIN A BUILDING OR P-2.10 BUILDING 2222 PLUMBING PLAN SECTION TOTAL: 1,3265.F.EA.�- STRUCTURE,SHALL BE PROVIDED WITH AT LEAST ONE ENTRANCE THAT COMPLIES WITH THE STRUCTURAL PANEL,3/8"PARTICLE BOARD HA OTHER APPROVED MATERIALS ADEQUATELY .� �' SHEET NUMBER 2-BEDROOM FLAT ACCESSIBLE ROUTE PROVISIONS OF CABO ANSI A117.1. AT LEAST 50 PERCENT Of ALL SUPPORTED.OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS A2.01 FLOOR PLANS 2F222F P-2.11 BUILDING 2332 PLUMBING PLAN TOTAL EACH LEVEL: 947 S.F.EA. ENTRANCES SHALL BE ACCESSIBLE. / WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. ( ) Y P-2.12 BUILDING 3223 PLUMBING PLAN A2.02 FOUNDATION PLAN (2F222F) P-2.13 BUILDING 4224 PLUMBING PLAN SUMMARY)TOWNHPORBUH.DING TYPE 4222, FIRE-BLOCKING SHALL BE LOCATED IN THE FOLLOWING LOCATIONS: A2.03 FLOOR AND ROOF FRAMING PLANS (2F222F) (2)TOWNHOMES: 2,6526.F. ' TYPE'B'DWELLING UNITS: 1. IN CONCEALED WALL SPACES. P-Z.14R BUILDING 322223 PLUMBING PLAN (4)2BEDROOMFLATS: 3,388S.F. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES OF A DWELLING UNIT. 2, AT CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES. A2.04 EXTERIOR ELEVATIONS (2F222F) P-2.14L BUILDING 322223 PLUMBING PLAN CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE 36 INCHES MINIMUM,EXCEPT AT 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN. P-2.15L BUILDING 323323 PLUMBING PLAN MAIN LEVEL TOTAL: 3$90 S.F. DOORS. CHANGES IN LEVEL GREATER THAN 1/2"IN HEIGHT SHALL BE ACCOMPLISHED BY 4. IN CEILING AND FLOOR OPENINGS. v GO UPPER LEVEL TOTAL: 2,750 S.F. A RAMP,ELEVATOR OR WHEELCHAIR LIFT 0 A.D.A.UNITS. 5. WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISHES. Uj A2.11 FLOOR PLANS (4224) $-� P-2.15R BUILDING 323323 PLUMBING PLAN 7 TOTAL OCCUPIED AREA: 2■ u,9eo Ss. EXCEPTIONS: EXTERIOR WALL AND OPENING PROTECTION: A2.12 FOUNDATION PLAN (4224) P-2.16 COMMUNITY BUILDING PLUMBING PLAN Z BUILDING TYPE 2332.1-(8)UNIT BUILDING ,y 211'' 1. WHERE EXTERIOR DECK,PATIO OR BALCONY SURFACE MATERIALS ARE IMPERVIOUS, A2.13 FLOOR AND ROOF FRAMING PLANS (4224) P-2.17 BUILDING COMM22 PLUMBING PLAN 2-BEDROOM FLATS THE FINISHED SURFACE SHALL BE 4 INCHES MAXIMUM BELOW THE FINISHED FLOOR EXTERIOR BEARING WALLS-ONE-HOUR RATED CONSTRUCTION LESS THAN 5 FEET. NOT A2.14 EXTERIOR ELEVATIONS (4224) P-3.0 BUILDING 2222 PLUMBING ISOMETRIC TOTALITACHLEVEL: 847SY,EA LEVEL OF THE ADJACENT INTERIOR SPACES OF THE DWELLING UNIT. RATED ELSEWHERE. P-3.1 BUILDING 2332 PLUMBING ISOMETRIC ABBREVIATIONS 3-BEDROOM PLAT �6 P-3.2 BUILDING 4224 PLUMBING ISOMETRIC TOTALRACHLEVEL: 1025SF.EA. C6' CLEAR FLOOR SPACE: EXTERIOR NONBEARING WALLS-ONE-HOUR RATED CONSTRUCTION LESS THAN 5 FEET. A2.21 FLOOR PLANS (2332) - F- A 30"X 48"MINIMUM CLEAR FLOOR SPACE POSITIONED FOR FORWARD OR PARALLEL NON RATED ELSEWHERE. P-3.3 BUILDING 322223 PLUMBING ISOMETRIC ARCHITECTURAL SUMMARY FOR BUILDING TYPE 2332: APPROACH SHALL BE PROVIDED AT EACH ACCESSIBLE OPERATING CONTROL. A2.22 FOUNDATION PLAN (2332) P-3.4 BUILDING 323323 PLUMBING ISOMETRIC < CENTERLINE JAN. JANITOR (4)2 BEDROOM FLATS: 3,388SF. OPENINGS ARE NOT PERMITTED LESS THAN 5 FEET FROM PROPERTY LINE. A2,23 FLOOR AND ROOF FRAMING PLANS (2332) P-4.1 BUILDING 2222 PLUMBING PLAN (4)3 BEDROOM FLATS: 4,100 S.P. 000Rs: A2.24 EXTERIOR ELEVATIONS 2332 ` > PLATE JT JOINT ( ) W POUND OR NUMBER THE PRIMARY ENTRANCE DOOR TO THE DWELLING UNIT SHALL COMPLY WITH SECTION 4.13 FIRE-RESISTIVE REQUIREMENTS: III MAIN LEVEL TOTAL: 3,648 S.F. OF CABO/ANSI A117.1. - E1.0 ELECTRICAL SITE PLAN KIT. KITCHEN UPPER LEVEL TOTAL. 3,648S.F. THRESHOLDS SHALL BE 1/2"HIGH MAXIMUM. EXTERIOR BEARING WALLS: A2.31 FLOOR PLANS 2222 Q A.B. ANCHOR BOLT TOTAL OCCUPIED AREA. 7,11%S.F. ONE-HOUR FIRE-RESISTIVE CONSTRUCTION LESS THAN 5 FEET ( ) E1,1 COMM. BLDG. LIGHTING PLAN ACC. ACCESSIBLE LAB. LABORATORY KITCHENS: INTERIOR BEARING WALLS: A2.32 FOUNDATION PLAN (2222) E1.2 COMM. BLDG. POWER AND TELECOM PLAN ACOUS. ACOUSTICAL LAM. LAMINATE BUILDING TYPE 2222.2-(8)UNIT BUILDING lIv?f# CLEARANCES BETWEEN ALL OPPOSING BASE CABINETS,COUNTER TOPS,APPLIANCES OR NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE. A2.33 FLOOR AND ROOF FRAMING PLANS (2222) E1.3 ELECTRICAL PLAN COMM22 Q (r) 0 A.D.A. AMERICANS WITH DISABILITY ACT LAV. LAVATORY 2-BEDROOM FLAT WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40"MINIMUM. A 30"X 48"MINIMUM EXTERIOR NONBEARING WALLS: A.D. AREA DRAIN • L.M.B. LIQUID MARKER BOARD TOTAL EACH LEVEL: 847S.F.EA. t7 CLEAR FLOOR SPACE SHALL BE PROVIDED AT THE SINK AND AT EACH APPLIANCE. NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE A2.34 EXTERIOR ELEVATIONS (2222) �� AK. ADJUSTABLE 6/ STRUCTURAL FRAME: E2.1 ELECTRICAL PLANS 2 BEDROOM A.F.S. AUTOMATIC FIRE SPRINKLER MAT. MATERIAL SUMMARY FORBUL,DING TYPE 2222: � TOILET AND BATHING FACILITIES: NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE r ALUM. ALUMINUM MAX. MAXIMUM ab� A2.41 FLOOR PLANS 3 2 23 -� �.y E2.2 ELECTRICAL PLANS 2 BEDROOM ACESS. (8)2BIDROOM FLATS: 6,776 S.F. b� DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR PERMANENT PARTITIONS: ( Zj ) ANOD. ANODIZED M.B. MACHINE BOLT 47 NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE A2.42 FOUNDATION PLAN 322223 �,` ` E2.3 ELECTRICAL PLANS 3 BEDROOMUj APPROX. APPROXIMATELY M.C. MEDICINE CABINET C� ANY FIXTURE. ) _ MAIN LEVEL TOTAL: 3,388 S.F. u SHAFT ENCLOSURES: EZ.4 ELECTRICAL PLANS 3 BEDROOM TOWNHOUSE M ASH. ASBESTOS MECH. MECHANICAL UPPER LEVEL TOTAL: MIS S.F. ONE-HOUR FIRE-RESISTIVE CONSTRUCTION REQUIRED. A2.43 FLOOR AND ROOF FRAMING PLANS (322223) W ASPH. ASPHALT MET. METAL EXCEPTIONS: FLOORS: A2.44 EXTERIOR ELEVATIONS (322223) E2.5 ELECTRICAL PLANS 4 BEDROOM TOWNHOUSE AVE AVENUE MFR MANUFACTURER 70TALOCCUPIND AREA:2: 13,5526.F. 1. WHERE A 30"X 48'MINIMUM CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM, NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE MIN. MINIMUM BUILDING TYPE 323323-(10)UNITBUHAING Ohpo (. BEYOND THE ARC OF THE DOOR SWING ROOFS E2.6 ELECTRICAL PLAN 2222 BD. BOARD MISC. MISCELLANEOUS 3-BEDROOM TOWNHOUSE b CLASS B OR BETTER ROOF ASSEMBLY A2.51 FLOOR PLANS (323323) E2.7 ELECTRICAL PLAN 2332 BLDG BUILDING M.O. MASONRY OPENING CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES.THE MAIN LEVEL: 798 S.F. R7 EXTERIOR DOORS AND WINDOWS: BLw BOULEVARD LATERAL DISTANCE FROM THE CENTER LINE OF THE WATER CLOSET TO A BATHTUB, A2.52 FOUNDATION PLAN (323323) r''.�? E2.8 ELECTRICAL PLAN 2F222F � �= UPTAL: EL: ,170S. NOT PERMITTED LESS THAN 5 FEET HOT, BOTTOM N.I.C. NOT IN CONTRACT LAVATORY OR WALL SHALL BE 18°MINIMUM ON ONE SIDE AND 15°MINIMUM ON THE OTHER SIDE. A2.53 FLOOR AND ROOF FRAMING PLANS (323323) E2.9 ELECTRICAL PLAN 4224 TOTAL: 1,1705.F.HA. BSMT BASEMENT NO. NUMBER 2-BEDROOM FLATS PARALLEL APPROACH: DWELLING UNIT SEPERATIONS: .54 EXTERIOR ELEVATIONS 323323 E2,10 ELECTRICAL PLAN 322223 3-BEDROOM PLAT B.U. BUILT UP NOM. NOMINAL TOTALEACH LEVEL: 647 S.F.IN A2 1. 56°MINIMUM,MEASURED FROM THE WALL BEHIND THE WATER CLOSET ONE-HOUR FIRE RESISTANT CONSTRUCTION ( ) N.T.S. NOT TO SCALE 2. 48"MINIMUM,MEASURED FROM A POINT 18"FROM THE CENTER LINE OF THE WATER E2.11 ELECTRICAL PLAN 323323 CAB. CABINET TOTALEACHLBVPL: 1025SF.EA. CLOSET ON THE SIDE DESIGNATED FOR THE INSTALLATION OF GRAB BARS AZ.61 FLOOR PLANS (COMM22) ;�� CEM. CEMENT OBSC. OBSCURE 3. VANITIES OR LAVATORIES LOCATED ON THE WALL BEHIND THE WATER CLOSET ARE E3.0 ELECTRICAL DETAILS CLG CEILING O.C. ON CENTER SUMMARY FORBUHAINGTYPE323323: PERMITTED TO OVERLAP THE CLEAR FLOOR SPACE A2.62 FOUNDATION PLAN (COMM22) C.O. CLEAN OUT O.D. OUTSIDE DIAMETER FORWARD APPROACH: COL. COLUMN O.H. OPPOSITE HAND (2)3 BEDROOM TOWNHOUSE 2,940S.F. A2.63 FLOOR AND ROOF FRAMING PLANS (COMM22) Q CONIC, CONCRETE OFF. OFFICE (4)2BEDROOMFLATS: 3,388S.F. 1. 66"MINIMUM,MEASURED FROM THE WALL BEHIND THE WATER CLOSET E4.0 ONE LINE DIAGRAM CONST. CONSTRUCTION O.S.B. ORIENTED STRAND BOARD (4)38EDROOMFLATS: 4,100S.F. 2. 48"MINIMUM,MEASURED FROM A POINT 18"FROM THE CENTER LINE OF THE WATER A2.64 EXTERIOR ELEVATIONS (COMM22) E4.1 ELECTRICAL SCHEDULES CONT. CONTINUOUS CLOSET ON THE SIDE DESIGNATED FOR THE INSTALLATION OF GRAB BARS CORK. CORRIDOR P.A. PUBLIC ADDRESS MAIN LEVEL TOTAL: 5,340S.F. 3. VANITIES OR LAVATORIES LOCATED ON THE WALL BEHIND THE WATER CLOSET ARE A3.01 ENLARGED FLOOR PLANS UPPER LEVEL TOTAL: 4A88 S.P. PERMITTED TO OVERLAP THE CLEAR FLOOR SPACE eo CSK COUNTERSUNK PL. PLATE TOTAL OCCUPIED AREA: 9,8289F. A3.02 DOOR, FINISH, AND WINDOW SCHEDULES AND DETAILS PLAS PLASTIC DBL DOUBLE PLYWD PLYWOOD - L A4.01 BUILDING SECTIONS & DETAILS DEPT DEPARTMENT PR PAIR BUILDING TYPE 322223-(10)UNIT BUILDING b 4,, DET. DETAIL 3-BEDROOM TOWNHOUSE A4.02 BUILDING SECTIONS & DETAILS D.F. DRINKING FOUNTAIN R. RADIUS MPERLEVAIN LEVEL. 798 SF. DIA. DIAMETER R.D. ROOF DRAIN UPPER LEVEL: 1372,170S. A4,03 WALL SECTIONS ON. DIMENSION REC. RECESSED TOTAL: I,1709.P,HA. A4.04 FRAMING DETAILS ON DOWN REFRIG. REFRIGERATOR 2-BEDROOM PLATS •�,: -- DWG DRAWING REINF. REINFORCED TOTAL EACH LEVEL: 947 S.F.EA - REING. REQUIRED B2.01 FLOOR PLAN (COMMUNITY BUILDING) SUMMARY FOR BUILDING TYPE 322223: EA. EACH RM ROOM 62.02 FOUNDATION & ROOF FRAMING PLANS (COMMUNITY E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM R.O. ROUGH OPENING ( 3 BEDROOM TOWNHOUSE 2,3403.F. ELEC. ELECTRICAL (8))2 BEDROOM FLATS: 67765.F. BUILDING) ELEV. ELEVATION S.C. SOLID CORE nuINLEVELTOTAL: a,9s4sF. 92.04 EXTERIOR ELEVATIONS (COMMUNITY BUILDING) E.P.B. ELECTRICAL PANEL BOARD SH. SHELVES MAIN LEVEL TOTAL:: 4,994 S.F. EQ. EQUAL SHT SHEET E W.C. ELECTRIC WATER COOLER SHTHG SHEATHING TOTAL OCCUP®AREA: 9,116SF. ( B4.01 SECTIONS & DETAILS COMMUNITY BUILDING) - . EXH. EXHAUST SHWR SHOWER EXIST. EXISTING SIM. SIMILAR BUILDING TYPE COMMUNFFY MANAGER-(1)UNIT EXP. EXPANSION S.M. SHEET METAL BUILDING EXT. EXTERIOR S.M.S. SHEET METAL SCREWS 3-BEDROOM MANAGER 1,148 S.F. SPEC. SPECIFICATIONS COMMUNITY 1,189S.F. - CONTACTS RECEIVED �- F.D. FLOOR DRAIN S.S. STAINLESS STEEL u SUMMARY FOR BU F.E.C. FIRE EXTINGUISHER CABINET STOR. STORAGE BUILDING 36 FEB 1 9 2008 FIN. FINISHED STRUCT. STRUCTURAL TOTAL OCCUPIED -DJ FL. FLOOR SQ. SQUARE MAIN LEVEL TOTAL: 2,33377&F. OWNER MECHANICAL CITY OF TWIN FALLS F.O. FINISHED OPENING SUSP. SUSPENDED BUILDING DEPT. F.O.C. FACE OF CONCRETE SYM. SYMMETRICAL 4110TIMB EATONRLAKE VILLAGE LIMITED PARTNERSHIP 545 N.N ENGINEERS,P.L016 F.O.F. FACE OF FINISH 4110 ELL,I AVE.,HOSUITE A BOISE, N.IDAHBENJO 83MIN SUITE�165 F.O.M. FACE OF MASONRY T&G TONGUE AND GROOVE BUH.DINCT UNITYBPE MLDING NFFBUIL76S.F.DING � PH: (2 8)IDAHO 83607 BOISE,IDAHO 83704 F.O.S. FACE OF STUD T.B. TACK BOARD COMMUNITY BUILDING I,0761,07 PH: (208)459-6522 FAX: (208)459-9692 pH:(208)955-0555 FAX: 955-0999 REVI FND FOUNDATION T.O.C. TOP OF CURB TOTAL: 1,016sF. ARCHITECTURAL ELECTRICAL FT FOOT OR FEET T.O.P. TOP OF PAVEMENT 2-BEDROOM FLATS _ T.O.S. TOP OF STEEL TOTALEACH LEVEL: 847 S.F.BA-n 1509 S.CRIOBERT ST,SUITE 102 600RW.CURLING ENGINEERING,EN INC.NC. _ GA. GAUGE TA.. TOP OF WALL �b'` BOISE,IDAHO 83605 BOISE,IDAHO 83702 GA, GALVANIZED TOP. TOPICAL SUMMARY FORBUILDING TYPE COMo. ..� G.B. GRAB BAR (1)COMMUNITY 1,076S.F. .Q7: PH:(208)275-8904 FAX: (208)275-0004 PH: (208)429-1309 FAX: 429-1308 GYP. GYPSUM U.B.C. UNIFORM BUILDING CODE (4)2 BEDROOM FLATS: 3,388SF.--% GENERAL CONTRACTOR CONSTRUCTION GYPBD GYPSUM BOARD U.O.N. UNLESS OTHERWISE NOTED Village Builders L.LC. MANAGEMENT DRAWN ev: DATE: UR. URINAL MAERLEVEIN LEVEL TOrrA 1,694 S.F. 40 W.3800 N. GS/JRM I2/29107 H.B. HOSE BIBB UPPER LEVELTOTAL: 1.694 S.P. Hyde Park Utah 84318 COMMUNITY DEVELOPMENT INC. cNECIa:o: eNo: H.C. HOLLOW CORE V.C.T. VINYL COMPOSITION TILE TOTAL OCCUPIED AREA: 4,40 S.F. PH: (435)563-1700 FAX:(435)563-1414 CHRIS COLLETT HDWD HARD WOOD VERT, VERTICAL 4110 EATON AVE., SUITE A T.ILW, 070DI HOWE HARD WARE VEST. VESTIBULE CIVIL CALDWELL,IDAHO 83607 EET NU ER: H.M. HOLLOW METAL APPROXIMATE PROJECT TOTAL SQ.Ff.63,785 SQ.FF. DCI ENGINEERS PH: (208)459-9522 FAX: (208)459-9692 FAIR HOUSING ACT. HORIZ. HORIZONTAL W/ WITH 601 wEST RIVERSIDE SUITE 600 FIR HOUR W.C. WATER CLOSET SPOKANE,WASHINGTON 99201 HT HEIGHT WD WOOD THESE SQUARE OCCUPIED AREAS OF THE ARE PH: (509)455-4448 FAX: (509)455-7492 W/0 WITH OUT OF OCCUPIED AREAS OF TBE BUILDING SHE I.D. INSIDE DIAMETER W.P. WATERPROOF ALL COMPLETED CONSTRUCTION DOCUMENTS HAVE BEEN ISSUED CONFORMING TO THE FAIR HOUSING ACT,TO THE BEST KNOWLEDGE OF TRW ARCHITECTURE CHID. CONSTRUCTION SHALL CONFORM TO THE STANDARDS AS SET FORTH BY THE FAIR HOUSING STANDARDS, INSUL. INSULATION W.R. WATER RESISTANT TNT. INTERIOR WT WEIGHT INV. INVERT W.W.F. WELDED WIRE FABRIC �qp rnoo g g TIMBERLAKE VILLAGE N N PIP r � a1 AFFORDABLE HOLSING APARTMENTCOMMUNITY CZ�� . � N TWIN FALLS ID SECTION 14, T. 10 S., Re 17 Ee, B.M. 1 ZONING: C- 1lu ABBREVIATIONS a ACE Asphalt Concrete Pavement EQUIV. Equivalent P Power ADD'L Additional PC Point of Curvature EVC End of Ver6col Curve o AD Area Drain EXIST. Existing PN Post Indicator Valle ADJ Adjacent ED Floor Drain PP Power Pole raj ANSI American National Standards Institute FDC Fire Department Connection PL or It Property tine PON Foundation PSF Pounds Per Square Foot v m Carrousel C i, APPROX. Approximate(IY) r, Hidwdtha Way m U ARCH Architect(uraQ Navajo C n `+ FEE Finish Floor Elevation C Q PSI Pounds Per Square Inch ASSY Assembly PH F. Hydrant PT Point of Tangency z ,?;• COChise Cir C L PVC Polyvinyl Chloride rU eLDc Building FL FIa ed a L Eh:abelh FIa.1 c`; _ � gg 33 PIA Point of VeRical Inflection = <r 2d 3 - BM Benchmark FUR Floor .y - .� BNDRY Boundary c^5r 1,�. Pat FOG Face of Curb QTY. Quantity &, A BOW Bottom of Wall(at finished grade) RAD(R) Radius 1�5„ of F.S. Finished Surface GENERAL CONSTRUCTION NOTES: -rr BVC Beginning of Vertical Curve FT( ) Foot(feet) RCP Reinforced Concrete Pipe Beg' g agebrush OF r FTG Footing RD Road 4'yptess.l;t CN Cable N REF Reference 1.THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE ON THESE PLANS, `} c&G Curb c and Gutter c Gas Main HOWEVER,DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE UTILITIES AND/OR E o REOD. Required 'O n O CB Catch Basin GB Gmde Break SUBSTRUCTURES. THE CONTRACTOR IS REWIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL f.v u, 11 GM Gas Meter RET Retaining EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL 0, ` OC Concrete Curb -!th Ave E t 1II q CD Concrete Drive GRD Grade ROW Right of Way MEET AT THE JOB SITE WITH REPRESENTATIVES OF THE UTILITY DISTRICTS OR COMPANIES AND OTHER OWNERS WHICH MAY HAVE PaintUlush Dr = v a EXISTING FACILITIES AND TO DISCUSS THEIR PROTECTION. o OF Cubic Feet(Foot) GV Gate Valve SHT Sheet IrOtlwaad A Ln.re 'Lv. - Cl Cast Iron HB Hose Bibb Sim Similar 2.THIS PLAN MAY NOT SHOW ALL EXISTING UTIUTIES. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. PRIOR TO CONSTRUCTION, HOPE High Density Polyethylene SPEC Specifications) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES.CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT t $ •c q CJ Construction Joint 9 ly „ � R 1.AaYie 5T 3 e HORIZ(H) Horizontal STA Sp (208)467-8944 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION BEFORE YOU DIG. ANY CONFLICTING UTILITIES SHALL BE RELOCATED - 7 CL Class HT Height SO Square PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES. ri R o L C Center Une cMP CorrugatedS.F.ugated Metal Pipe HYD Hydrant Square Feet 3.THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARK WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE ID Inside Diameter CONTRACTOR AT THE JOB SITE DURING ALL WORKING HOURS. fi --? a I,Jnibedy Rd 3800 CONS. Concrete SS Sanitary Sewer f 70 r.�rth t:.0 I.E. Invert Elevation SD Storm Drain �_,. -- CONST. Construction 4.CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR AND EQUIPMENT TO CONSTRUCT AND INSTALL PROPER WORKING ORDER,THE CPEP Corrugated Polyethylene Pipe IN(") Inch(es) STD Standard DESIGN SHOWN,AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TOE Toe of Wall,or Slope CTR Centered) INV Invert P FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE STANDARD SPECIFICATIONS �. in CY Cubic Yard IRR Irrigation Water T Telephone Wira PROJECT LOCATION ISPWC Idaho-Standard for Public Works Construction TBM Temporary Bench Mark 5.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN(S)IN ACCORDANCE WITH THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES Unnamed Sttnet nr DCVA Double Check Valve Assembly MUTCD AS REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC,A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE LB Pounds) T.C. Top of Curb ( ) v DDCV Double Detector Check Valve ENGINEER FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE '^'on fyr,.;r qo" UD DEFT. Department LCPE Lined Corrugated Polyethylene Pipe TG or RIM Top of Grate 7a,qc,a` DIET Detail LF Linear Feet TEMP. Temporary 6.WHERE NEW ASPHALT JOINS EXISTING,THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT CL r Q D.I. Ductile Iron MATT Material TOP Top of Slope EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF TWIN FALLS rn MAX Maximum TOW Top of Wan SPECIFICATION$. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION ._ DIA(0) Diameter AND THE JOINT SEALED WITH GRADE AR-40OW PAVING ASPHALT. _ DIM Dimension MFR Manufacturer TV Television Wire Wright Alive 3 W Typical MH Manhole TYP T. yp 7.ALL TESTING TO BE IN ACCORDANCE WITH THE O STANDARDSOR PUBLIC IDAHO FIORSOTRTI D CITY OF TIN FALLS WORKS CONSTRUCTION AND `A Ds Down spout _ -J DWG Drawing MJ Mechanical Joint VC Vertical Curve SPECIFICATIONS AS RECOMMENDED BY CITY OF TWIN FALLS FOR ROADS STANDARDS AND FOR SEWER AND WATER. MIN. Minimum E East(ing) VERT M Vertical 8.THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL ALL DEVIATIONS FROM T TT�T A T 11,1�-� 7 A A ^ p MISc. Miscellaneous WM Water Meter V 1 11�I 1 1 Y LV1 L� EC Electrical Conduit THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATIONS,INVERTS,AND DEPTHS OF UTILITIES EGO, Extruded Concrete Curb N North(ing) w/ With SHOULD BE CLEARLY MARKED ON THE RECORD DRAWINGS. N > Z EL, Elevation NO( ) Number WT Weight NOT TO SCALE WWF Welded Wire Fabric 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT,MUD, AND OTHER CONSTRUCTION DEBRIS WHICH MAY ACCUMULATE ON LU ^ EDP Edge of Pavement OC On Center PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. CLEANING SHALL BE ON AN"A$NEEDED" I..L O/W Oil Water YD Yard Drain BASIS USING SWEEPING OR WATER PRESSURE AND WATER CANNOT WASH DEBRIS INTO EXISTING SWALES. CONTRACTOR MUST PROTECT LEGEND ALL EXISTING FACILITIES FROM DIRT/DEBRIS. 10.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND 6 STORM PIPE TOP OF WALL/TOE OF WALL 296.6 CITY OF TWIN FALLS SPECIFICATIONS. Ir 29z.G curr tunry 7 OR 11.ALL APPROVALS AND PERMITS REQUIRED BY CITY OF TWIN FALLS SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF `ca r rye'y tr..."` �- NEW&EXISTING CATCH BASINS ® I_..4" CONSTRUCTION. ABSENCE OF THE PERMIT MAY RESULT IN AND IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THOSE '^ J QO ITEMS CONSTRUCTED WITHOUT THE PERMIT. (J J 1 COVER SHEET-----------------------------------------C0.0 W � w NEW&EXISTING DRYWEl1.S °�,.,'.'W SLOPE INDICATORS 3:1 2: 12.IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY,THE CONTRACTOR SHALL NOTIFY THE CITY AND OBTAIN ALL THE EXISTING SITE SURVEY-----------------------------C1.0 REQUIRED APPROVALS AND PERMITS. m T* " RIP RAP EROSION CONTROL PLAN--- ------C2.0 5 CC STORM MANHOLE � at O 13.A PRE CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF TWIN FALLS CONSTRUCTION INSPECTOR PRIOR TO THE START OF G G CONSTRUCTION. GRADING PLAN----- -------- C3.0 Z FILTER FABRIC FENCING SANITARY SEWER PIPE SS SS 14.DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75%OF MAX. ALLOWED DEFLECTIONS,PER MANUFACTURER'S RECOMMENDATIONS. STORM DRAINAGE PLAN- --- -- -C4.0 LU S'Swi 15.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL UTILITY PLAN- C5.0 J SANITARY,SEWER MANHOLE _,......,OR O RAIN WATER LEADERS(RWL) • TIMES. MEADOWVIEW LANE PLAN AND PROFILE-- - C6.0 m CLEANOUTS(C.O.)SS,AND RWL C 16.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND CITY OF TWIN FALLS DETAILS ----------- C7.0-C7.2 < WATER Muss -W-----W----- ENGINEERING DEPARTMENT. �L 17.PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF TWIN FALLS CONSTRUCTION FIRE HYDRANTS(NEW AND EXISTING)AND FOG )IC INTERCEPTOR AND BIO-SWALES --'s`-'s ue..._s -'+ INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY CITY OF TWIN FALLS FOR THE REQUIRED INSPECTIONS. WATER METERS CEMENT CONCRETELL ��.��✓✓ LL WATER VALVES N N 1000.00 COORDINATES,&LEADERS E 5-10 FITTINGS WITH THRUST BLOCKS T T Y STUBBED&PLUGGED LINE � SURFACE WTR AND PIPE DIRECTION FLOW sei CONCRETE CURB ARCHITECT ENGINEER EXISTING CONTOUR LABELS (457)--- TRW ARCHITECTURE OCI ENGINEERS / CONCRETE CURB&GUTTER OISE,IDROBERT 83705 SUITE 102 SPO ANE,601 W. WA 99201UITE 600 \ANAL i PROPOSED CONTOUR LABELS ul_/ FAX:N(208)757000404 ORNTACT SCOTT RVASN SMITH,P.E. Q�� G15TFgF0 PHONE: (509)455-4448 FAX: (509)455-7492 NEW ASPHALT/CONCRETE PAVEMENT , Z EXISTING SURFACE ELEVATIONS r.a •�)S..d\FS SEWER WATER O f OF ® CITY OF TWIN FALLS CITY OF TWIN FALLS A'ly0N A.S 7ss.55 756.55 T.0 CURB INLET QL 75 CONTACT: ROBERT VANOSTRAND CONTACT: MIKE SCHROEDER FINISHED SURFACE ELEVATIONS 756..5ES 1 PHONE: (208) -229670 PHONE: (208) -150040 DRAINAGE SWALE FAX: (208)736-2296 FAX: (208)736-1500 EMAIL, rvo®tfid.org EMAIL, mschrosd®tfid.org REVISIONS: POWER PHONE IDAHO POWER QWE$T DRAWN BY: GATE: BELL RAPIDS ROAD PHONE: (800)244-1111 HAGERMAN,ID 83332 JJ6 02/08y0B PHONE: (208))837-4859 cHEcxEo: �oBNo: (8 0)4888-61 OUTAGES 5 CONTRACTOR NOTE OAS 06-42-041 SHEET NUMBER'. ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT O"O VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER - UTIUTIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTIT.E: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO COVER CONSTRUCTION CONTACT THE UTIUTY OWNER/AGENCY. CALL TWO BUSINESS DAYS SHEET BEFORE YOU DIG — '— — — — — — — — — — on I A zs 4 h Nr F EASTWOODIVSUBDIVISION AHASE 5 b 08.I do9 F i, v` > ._� Q _. R, IL-------------------------I-1 1 —I--I----------- --- ----- ---- -------�----------- h ----Jr — ------- ----- — -- ---- y , _ \ } 1 \ IP @f> \ SURVEY LEGEND —CITY OF TWIN FALLS I C C ROADWAY AND UTILITY EASEMENT t III(\ ____\ ___ —— \ PROJECT BOUNDARY O FOUND 5/8"IRON PIN OR AS NOD a Ti \ " \ \ T BOUNDARIES 5/8" PIN R AS NOTED .5 MAR1E-STREET \ ADJACENT FOUND IRON NB9T020'w 85ae0 "U._.. ....�t�1.?.__,_..\._ y Y y y ---------- EASEMENT LINE BRASS CAP MONUMENT — \ 0 It t \ — ,>`_.... CENTER LINE � - CALCULATED POINT � o RIGHT OF WAY III \ \.f� \�� --- POWER POLE 5' IRMGATION EASMENT 9s i I ` ---t __------ --- e \ \ - EDGE OF PAVEMENT WATER METER 3 UT---- UNDERGROUND TELEPHONE O 77XE REPORT EXCEPTION �✓ OVERHEAD POWER W-- WATER LINE WATER VALVEL @gg� III \\ I D I \\ \\ o— CHAIN LINK FENCE FIRE HYDRANT Q x WIRE FENCE TELEPHONE RISER 0 EXISTING TREE I \ \ to NOTES A 1. UNDERGROUND UTILITY LOCA 710NS SHOWN ON THIS MAP WERE OBTAINED FROM MEASUREMENTS TO THE MARKINGS MADE ON THE GROUND BY THE UTILITY PROVIDERS AND THE TRUENESS OF THE POSITIONS SHOWN ARE TO BE VERIFIED PRIOR TO ' CONSTRUCTION. V 2. THIS PROPERTY IS IN ZONE "X"OF COMMUNITY- PANEL NO. II I _✓Vq_ \ `\ \ \ \ 160058 005C, DATED MARCH 15, 1994, AREAS OUT SIDE OF Uj Q THE 500 YEAR FLOOD PLAIN. r _ J. IT IS UNKNOWN WHETHER EASEMENT RIGHTS FOR PUBLIC UTILITIES (n WITHIN THE VACATED STREETS, STILL EXIST. II I I II IRRIGATION-EASMEPU \ I \ I \ \ ✓� 'D''\ \\ 4. FIELD SURVEY CONDUCTED FEBRUARY 18, 2003 and MAY 10, 2003. J Q 00 ryr LL I Al" o Z y 1\ \ I \ N zoo \I \ 1 \ \ II I �i•, \ V'4'✓1 Niti`� i `7j9'9 —� �O� � � LJ� 58970'10T 850.70' — — — — — — N J= D Lu ieI It m it '\ �- Uj II \ ASSUMED BASIS OF BEARING co - I THE SOUTH LINE OF SECTION 14,T. 10 S., < IIII i R.17 E.,B.M.BEARING S89'11'56"E 1 I 1 � I �✓ao� cc I a �r , 'k; i I SURVEY PROVIDED BY: U_ 11\ -EXISTING 64-LIIILITY- i EASEMENT s r rAjder on S e Group, Ine. � k i \ I ' \� I Land Sur in Services I Lf.I��aI"�' I n s vv I I I i I l 0 9 B ��-�ry�1 \ \\ .. i I 1401 Sho eline Drive Boise,Idahcf 83702 (208) 688-7345 gyp, CELL• j 537-0830 " f r* oatok�` 8 o I r\ I 1bA �• h I �' ,\ �SSUKIED BASIS OF ELEVATION REVISIONS: I It 1 \ ! 'bF.TiO+I Bohr WIld TAGMARKED GRAPHIC SCALE ` - 3.102.-'11-78 I I I EE V I 30 o +s ss DRAWN BY: DATE: CHECKED: J , IN FEET) OB JJ9 02/mB/08 _ — - CONTRACTOR NOTE DAMS �-4s-�a1 �---sue \.--_------3806----------- SHEET NUMBER; __._..__...___.._..__. se __® __. -.__�.. l UNDERGROUND SERVICE ALERT r I"O � �,_ i I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND ED ONE-CALL NUMBER y KIMBERLY ROAD µ --� -) 4}f+ / UTILITIES RE VERTICALLY SHOWN AS INDICATED OR TO ANY UONORECORDN.ALL EMAPS A D SURVEYS FURNISHEDXISTING FEATURES INCLUDING / ) SHE TITLE I\ �o� yo I OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND 800 626-4950 ____.�...__..,"�._. __._...�_,..\_..._...__...-, ._._.._ ., .\__-._. ...-a..._..._.._.,_.,_.„._..___._.._,.....—___ ,_J.._.�.... SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL EXISTING SITE -J71"�'�'(sas7 CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. ° CALL TWO BUSINESS DAYS SURVEY 14 13 BEFORE YOU DIG \ \ ------- ----- ---- -� ------ L----- / EROSION CONTROL MAINTENANCE NOTES: x T BARRIERS S IMMEDIATELY ° - SEDIMENT RR RS SHALL BE INSPECTED ,,i"� AFTER EACH RUNOFF-PRODUCING RAINFALL AND AT LEAST �° 17<._E_ _r // DAILY DURING PROLONGED RAINFALL 24 CONTINUOUS `�% \\ \ S �,•-` ` I �/ HOURS OR 48 HOURS IN ANY ONE WEEK, m 2. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT z WE L z+Do OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. \ \ \ N z U N �I IV' \ ice/ 3. SEDIMENT MUST BE REMOVED WHEN IT REACHES A HEIGHT OF 6 t°- N v I \ � \ .� �, � j_-_ _ "�---•^-^�^- - -•---�-� ..mom .-.:.-m„ - - �,..-/ � INCHES UP THE BASE OF THE FILTER FABRIC BARRIER,OR THE DEPTH OF THE CUTOFF DITCH OR THE SEDIMENT POND.A CONTROL SHALL BE CHECKED AFTER ANY RAIN STORM.ALL EROSION = U z� 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER O U THE ESC STRUCTURE IS NO LONGER REQUIRED SHALL BE NMI \ DRESSED TO CONFORM TO THE EX.GRADE,PREPARED 1� �1 AND HYDRO/HAND SEEDED AT THE SAME RATE AS THE POND. 11 �5fr 11�`N i1 ' 11 N N(• 5. ALL TEMPORARY AND PERMANENT ESC PRACTICED SHALL BE MAINTAINED AND PREPARED AS NEEDED TO ASSURE CONTINUED Li LLJ I PERFORMANCE OF THEIR INTENDED FUNCTION. 01 1 I II N II EASTWOOD II SUBDIVISION I HASE 5 h I 6. ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN C 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED C I N 1 OR AFTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. 0 D f. c� ` TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. d -- I j 9 DISTURBED SOIL AREAS RESULTING FROM REMOVAL WITHOUT -------------------------I-1 - _----------- N ` PERMISSION OF THE ENGINEER OR INSPECTOR WHICH RESULTS IN CONTAMINATION OF THE DRYWELLS SHALL BE THE _yT ------------------ -------- SOLE RESPONSIBILITY TO REMEDY. REMEDY ENTAIL RYWE�RS I_ 7I � \\ I i I '-i- �- - � - _ _ _ � _ _ _ _ � CLEANING OR REMOVAL AND RECONSTRUCTION. EROSION CONTROL NOTES: \ j 1. AN EROSION/SEDIMENTATION CONTROL(ESC)PLAN U / IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION 0 // i OF THE ESC PLAN, AND CONSTRUCTION,MAINTENANCE, t! ITY OF TWIN FALLS AND UPGRADING OF THE ESC FACILITIES ARE THE L J I I 15' ROADWAY AND UTILITY EASEMENT RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL 0 0© \ -------I I UTILITY \ \ CONSTRUCTION IS COMPLETED AND ACCEPTED BY Q EASEMENT Mq� o �\ \ THE CITY OF TWIN FALLS,OR UNTIL VEGETATION IS ESTABLISHED H N897o101W s.*.sD' �Ti1 EET \ \� THROUGHOUT THE SITE,AND ACCEPTED BY THE CITY OF TWIN FALLS, �I WHICHEVER IS LATER Y y � X \ III \ Y '-"'"'"' 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL + OF ANY OF THE PROPOSED ROAD,STORM DRAINAGE,GRADING OR UTILITY DESIGN ELEMENT'S SHOWN ON THE ESC PLAN. III \ \•} UTILITY T `-�, EASEMENT 7 3. THE EROSION SEDIMENTATION CONTROL MEASURES SHOWN �3795.80 FFE=379 4 ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE 10' IRRIGATION r/ x CONDITIONS. THE CONTRACTOR SHALL INSPECT AND ` EASMENT illi FFE=379538 \I I '' I II '( I MAINTAIN THESE ESC MEASURES DAILY,AND SHALL _ MAINTAIN AND UPGRADE THESE MEASURES AS NECESSARY / TO PREVENT SEDIMENT-LADEN WATER FROM EITHER FLOWING I I I:_ I •�` \ o 0 0 3794.05 OFF SITE,OR INTO NEW/EX.STORM DRAINAGE FACILITIES, o o `� f SUCH AS DRYWELLS,CULVERTS,OR GRAVEL GALLERIES. TFF"T� \• / 4. CONTRACTOR IS RESPONSIBLE FOR INSTALLING v 7 � \ - I THE ROCK CONSTRUCTION ENTRIES IN ANY AND ALL LOCATIONS USED TO ENTER OR EXIT THE PROJECT SITE. III _ ,• \ 5. ANY DISTURBED AREAS,EXCEPT FOR POND BOTTOM T, 1. ? AND SLOPES,WHICH WOULD BE LEFT BARE FOR MORE ORKED _ - III EA EM NT ---- ___-. .._v� x 0-457DAYS SHALL DAYS AND NBE SEEDEDOT N Ti A FASTO BE TI STAR71 G NATIVE I II II I FFE=3796.40 ;� - -t III j -- ,p DRYLAND GRASS SUCH AS ANNUAL RYE,OR APPROVED EQUAL AT A RATE OF 60 LBS./ACRE. 6. GRADED POND AREAS,WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAYS,SHALL HAVE A MULCH APPLIED II 1 I --- u =3795.05 3 I I _ NEW 72' AT A RATE OF TWO THOUSAND(2,000)POUNDS PER ACRE. 1 �'RO WAY H \ u ^ MULCH SHALL BE A VIRGIN WOOD CELLULOSE FIBER SPECIALLY ui EASE`ENi I t� \ PROCESSED AS A HYDROSEEDING MULCH AND CONTAINING NO J J / o \ GROWTH OR GERMINATION INHIBITING FACTORS. IF POND J / FFEr3796.90 Fi =3797.60 \\ ® \ \ CONSTRUCTION HAS BEEN COMPLETED,INCLUDING DRAINAGE \ \ STRUCTURES AND HAVE RECEIVED FINAL INSPECTION APPROVAL, J Q I .. I.0 \ \ f _ THEY SHALL BE HYDROSEEDED. BASED UPON DIRECTION FROM LL 1 , UTILITY _ .� �. \• - - •.\ THE INSPECTOR,A TACKIRER MAY BE REQUIRED. ASEMEN \ p \ Il.• • 7. DUST CONTROL: AN APPROVED METHOD OF DUST CONTROL, I PLAY AREA - '; I H •1••• o'o -o-�,o o ` �.` \\ MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, '- • \ _ \ -_- - SHALL BE UTILIZED DURING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FFE=3795.63 MATERIALS WHICH SPILL ONTO LOCAL STREETS DURING THE( . SHOULD A SPILL OCCUR,THE CONTRACTOR HALL REMOVNSPORTATION OF'ME E THE MATERIAL BY J1 pp a. _I u: THE END OF THE WORK DAY. NO MATERIAL SHALL BE STORMWATER FACILITIES. ,•,•�,M,• �,•��•,� � r [-4-1 T o o 714 0 0 - e� v 8. GEOTEX71LE FABRIC IS TO BE PLACED ON THE RIMS OF ui U ti 10' IRRIGATIONL \ o c'o o o o AS THE V CATCH BASINS,AND INLETS UNTIL SUCH TIME w EASMENT -- c' AS THE VEGETATION ON THE SITE IS ESTABLISHED AND coLLI I I � THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE � m \.I SYSTEM IS MITIGATED. 1 1 I ? .• I '•\ ea �� \\ 9. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, DRYWELLS,AND OTHER STORM DRAINAGE STRUCTURES FROM ---- FFE= I\�¶� FFE=3797.92 FFE= �\ BEING CONTAMINATED WITH SILT BY INSTALLING FILTER UJ / 11 { 3798.17 FFE=3797.42 FFE=3795.83 •;-;:�' :T;T• FABRIC OVER THE METAL FRAME DURING CONSTRUCTION AND J EA SEM T 3796.33 •a x KEEPING IT IN PLACE UNTIL THE STREET HAS BEEN PAVED AND CLEANED. co - - - - - - - \ \ - I \�\ _ 10' 10.ALL SIDE SLOPES WILL BE TURF GRASSED AND IRRIGATED. �\ a � -*r�- ,affirm a� a�a,�m a��a,a ���m - - - - - - -- - - - - - - - - - - - - �� 10' ml \ =a��am�aa��saam� \ sss7o'so�scam' a mffi a -- ti i EASEMENTLL REFERENCE NOTES: Q INSTALL CONSTRUCTION ENTRANCE PER DETAIL 1/C7.1 NET_ \\ ! ® INSTALL TEMPORARY FILTER FABRIC FENCE PER DETAIL 2/C7.1 Z .;I I ��o� I ® LINE DRAINAGE STRUCTURE LIDS WITH FILTER FABRIC TO PREVENT THEM I I A v Q FROM BEING CONTAMINATED WITH SILT. I 1 I \I I 3 W j I Fo ASEMIF1 T1 ':.__.....,,._..--- ..___- � o I OF MGNA.$M \ I REVISIONS: GRAPHIC SCALE o 15 DRAWN BY: DATE: JA 02/08/08 IN FEET I cHec n: aoeNo: inch= 90 ft OAS 06-42-041 CONTRACTOR NOTE SHEET NUMBER: ALL EXISTING UTIU71ES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT •O VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY $HEETnne: 1I I F'A61S L VATION / OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND ! ! ikl TING YD AN nT��j �..�I/ I (800)626-4950 f + :N,nr hF% I� 1' }\ SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTIUTIES IN AREAS CRITICAL TO EROSION CONTROL TWO BUSINESS DAYS PLAN CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL BEFORE you Die �.I 16 \ 1 Y - - -1-- 7-� - -� -- - - -�- - I -�- --- - Q o - - - _ - - - - - - \ 1 F / \� ` ` 01 ��b o 0 EASTWOOD I SUBDIVISION �HASE 5 �I I 6 �- - - T _ ------ --------- ---------- -----------�---_ --- ---- ----- ----- GRADING NOTES: �m 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF TWIN FALLS STANDARD SPECIFICATIONS.ALL COMPACTION OF SUBGRADES,ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF TWIN FALLS STANDARD SPECIFICATIONS. Lj I I + \\ 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EX.ELEVATIONS AT THE SITE'S BOUNDARY, c CITY OF TWIN FALLS EXCEPT AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE 'L `. - - ROADWAY AND UTILITY EASEMENT CONFLICTS EXIST,THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR C Its---- ------- J \�'�� 15 �'93� �� \ TO PROCEEDING. 10 --- I UTILITY \ \ E P it \\ a9 \\ FsSoo I II I EASEMENT 37Azso MARI��TREET \\\ 3796. \ n g7g0,g0 3. NO QUANTITIES HAVE BEEN CALCULATED TO DETERMINE VOLUMES OF EXCAVATION AND 379. w 6, .eo' x x \ ARCHITECT TOIDENTIIFYPONSETE BORROW SITES TOR WASTE SITES.WITH THE OWNER AND 450 F.S N8970'20' y IX GR CONTRACTOR SHALL QUANTIFY EARTHWORK QUANTITIES. /� a �ti.swatesoTrau. �� \\\ FS �_�4:1 �- T 379100 a ............ pp III \ 10' T j -- °-/ W \ FS Fi:-:-i:•:-:•° -•.•:R 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN �-.- �K 1 1 . sw�te 9olrAw„-.- a III E::. 4'- UTILI L•.-.? •-•i J789s0 ,� �� AND SHALL NOT INFRINGE ON ADJACENT OWNERSHIPS. w�I \-') EASEMENT / _- --- I I-•-•/ FFE=3794.74 t• //!^^^777 Ii I Fs a F€=3795.80 FFE=379 >�4 /3791.64 "300 f4:7 I 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1/2:1 (HORIZONTAL:VERTICAL), AND SOIL CUT ;p 10' IRRIGATI \I I. �\ i FLT3 x �� SLOPES SHALL NOT EXCEED 2:1 (HORIZONTAL VERTICAL),EXCEPT AS SHOWN OTHERWISE IN THE r U // EASMEN? .S I I FFE=3795 38 4 I'( 379J5 7 o t III - \I 4.5 .A 379JI: PLANS.L \ 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 21 � 3794.50 i - i. \ ( (HORIZONTAL-VERTICAL),EXCEPT AS SHOWN OTHERWISE IN THE PLANS. 7. AND 0�. + I / _ _o a .• •: °'-- � .. o '°�37s2- -_ � 3794.05 Q • '1. ,: -. 1 •- :., '°- _, ` '' ��. 79 92 - I ALL CURB AND GUTTER,STREET GRADES,SIDEWALK GRADES,AND ANY OTHER VERTICAL A tBi OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM rl CAPABLE OF PERFORMING SUCH WORK. 3j94.38 79En" Iy�J,.'10 T. \ TC -✓AI3795.201y - t�11'�nAA77�cc���, - `-IL 7s4T0 rc - FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE . 379J70 F.5. I ,I 7s4 J794J r-- 37rc. FS Fs CONCRETE.TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. III •: __.-- J�' � 4 F.S : � I ,. � 3794.58 F.S wy�, \ 3794.68 T.0® 3793.2D-TIC. 379J 10 . 79510 /. TC 15' 'd 4.18.F.S 379270 C \ \\ o, T UTILITY '` - ® ` TC •S 9. CONTRACTOR SHALL CONFORM TO TIE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY 379517.T.C. C'.. 3794. 379537LC.. 379 3793.40 T.0 \ M. TC I EASEM NT 4 3794.15 T.0 �,1Zg3/7 II r-• 4 III', 37EAS M J79290 F.S. F� x \\ STRATA,INC.DATED MARCH NG 2006. al a _,'I I ':; � 794.fi2 FS 3795.86 rc I I J 45s FS may/\ J7 .5o rc. �455 i � ��-- \\\ 10.FINISHED SURFACE AT BUILDINGS SHALL BE GRADED PER DETAIL 2 THIS SHEET. UNLESS SHOWN 379365 w I I I - 37 .05 .S J79553 I A 3 37 .55 TC \ .0 379J00 I \ OTHERWISE(ENTRANCES ETC). Ili 1 FS A H 37 .05 .S 37 .JO l Ili I $ I - - T - FS ee 37ss.os REFERENCE NOTES: NE A II k7\ d _ 1 o �- \ 1" 1 SIDEWALK FLUSH WITH ASPHALT,TYPICAL I fr `� WAY S \ 3794.58 T.C. \ EASE ENT' t. rc. .S ' I I FFE--3796.90 u - I c \ \ ® \\ \ \ © NEW EXTRUDED CONCRETE CURB PER DETAIL 3/C7.1.,TYPICAL I 1 379619_ + v. FFI==3797.60 v v vr g f II \ RG, 25 379588 I I \ \\ 37s7ao -,_ \\\ er 37sS7o T.c. ., I \ ® NEW SIDEWALK PER DETAIL 5/C7.1. 10, \ J9ao2a10 37594io70 \ ® NEW ASPHALT CONCRETE PAVEMENT PER DETAIL 4/C7.1. F. 1FS hl � UTILITY l i � O PLAY AREA I ® t \ �I FS7I� o t Fs:=�_jeE - \ \ NOSE DOWN CURB FROM 6"REVEAL TO FLUSH CURB FLUSH WITH r 1 ® °I '° o o o \ ,i J79S70 T.C. \ ® SIDEWALK AND ASPHALT)OVER LAST 6"OF CURB LENGTH. v --_.-. 79fi. 3797.5T �797.40 I \ T.C. ?S �; •TG6.2'..j�57 \ S 379523 S.3796.54 kgj�J yg3796.52 T.C. IF.S 1, �' \ J79520 F. I \ J79 S T.0 1 \ \\ I I 3794.78 F.S 4 3797.B0 F.S I �_ '•i79s.18 rc - - - - \ o F.S. I I FS _ \ J7s6.7o� -- I- FT-E=3795.63 \ ® CONCRETE WHEEL STOP PER DETAIL 6/C7.0,TYPICAL 379f.7 \ \ 3797. F.S 3796.63 T.' 70 ' r7 ® �' FS 3797.14 T.G 37 ,z8 T. -S 3'7 7.5b 379Zs2 T.C. 3797.J7 T.C. \ �I \ / \ 3796.38 iC 379518 F.S \\ '�: I � NEW STAIRS AS REQUIRED.SEE DETAIL 5 C7.2. 379779 3796.13 f.5. 4 Q \ 3794.60 TG?� � - x \ I I 3796.17 \ 379588 F.S. I_ \ \ 379776F.S o I 7 S J796.64 F.S F.S 3796.8 F. J798.30 T. F.S I \!" ° QI 3797429F�S 3794.70 \, •ems 34 C J794.35 I \ ® CONCRETE TRASH DUMPSTER PAD,SEE DETAIL 7/C7.0. �3 89 1 I 3797.80 F.S� - 0 C F.S \\ - _ ��\ J79590 T.C. .41.LIX T T.0 \ •J 1 I \ _ 3 7.3 2 3702 379 02 -� _ _ 379540 �T 7 � � I -J79.J7 s\ NEW SIDEWALK SCUPPER OVER STORM DRAINAGE DITCH PER CITY J FS \. 3, 3 .d7 - 37s 47 I\ o �.� 3 49 379 a9 . 5. 3 fs \ ® \ OF TWIN FALLS STANDARD DRAWING S-6. Q 7 .80 3 37 \ F.S \.�o .379 90 3 5511 F S 10' IRRIGATION o 6g o 0 0 0 0 0 o FS. I. °_, \ - 1 g o r. .S o o c' - \�\ INSTALL DRIVEWAY APPROACH(WIDTH PER PLAN)PER DETAIL u- EASMENT3794k6e' S s r-c \ o FS L••JJ F.L \ - --+�lb NOT USED. w 0 J79a. \ +a 1 F•TS�� 1�54. \\\\ ® NEW BERM PER DETAIL.11/C7.1. FFE= I I\�15 FFE 3797.92 / _ F FS \pp \ / 1 I I •` \ I EA11U I NT $796.33. C•:-:-..�................� Fs \ ® NEW CURB CUT FOR STORM DRAINAGE PER DETAIL 6/C7.2. I I 3798.17 FFE=3797.42 FFE=3795.83 -- •'- '- -'- ''``,, 379A50 \ Q I -I!�!•:-.•�r.-.-.-.-.-.-r.(-'h' \ \ PLEAWNS NDSCAPE WALL(HEIGHT LESS THAN 2')SEE LANDSCAPE V FCE 7ss7o r Iq 7\F JFS' 10' ® GRADE PLAY AREA TO PROVIDE POSITVE DRAINAGE AWAY FROM J BUILDING. 1 1 1 a a m g \ n T= smaamffi�a ���a�;�-�a�ffiasm��aa�� I.bl \ 10' I \ \ 5897ON 65070' � UTILITY ',: I,.. \\ \\ s c 1 �1 EASEMENT \\ \ Cm J Lu F.L. FLOW LINE I v I, T.C. c II \ I I I \ \ i F.S. _ CURB _7 C.C. CURB CUT) IIII a �yt1 � II ' PAVEMENTUL i EXISTING � ! C) / TILII-(�►� SPOT ELEVATION DETAIL - _ ��� w ASEti11=�T1 i SCALE:NTS � j �v \ I XI CI I- I Is t'. I I I BUILDING L \ \ ------ I FINISHED FLOOR ELEVATION AWAYI FROM MIN. 4�pFQ'�g1STERFO \ BUILDING OF A. GRADING AT BUILDING r2 SCALE : NTS JJ REVISIONS: v I BPFIS 1H El IIVATlrlP I I I v I I EXISTING F�E SYDRAN'i I t vv Bpvr NTH V,G' a EO I \ � Z. 73 1 1 III�I� �'z''v___--3BD5- ���� •r_.-�g�:c.,, I L � i I � \ I RAP y, DRAWN BY: DATE: t iI\��� ✓aos - - _ ...T.. JJ8 02/08/08 -- -- - - ( h FEE 90 fit, CHECKED: JOB NO: m I - - - - -- - - 1 Iac = -� -�i \J PAS 06-42-041 -- ----=-=-T- `-- CONTRACTOR NOTE SHEETNUMBER: ONE-CALLVERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED _ _ I '3ea I UNDERGROUND SERVICE ALERT KIMBERLY ROAD _+ I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND C 3�O 0�7 epe ��o I / I UTILITIE ARE SHOWN AS ON RECORD SURVEYS Y \ - SHEET TITLE. I OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSERECORDS AWED B r CONSTRUCTION CONTACT THE UTILITY OWNER AGENCY. ) -L,_ - / --J 58971SBT(e.aa) SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO �i 800 ULV ��� GRADING _ / 4 CALL TWO BUSINESS DAYS PLAN DO / II ySTORM WATER-RETENTION POND A COMBINED \\ \ r II I u l LUME REQUIRED-6,348 C.F. _lr,� � N LUME PROVIDED=6,364 C.F. \ ,`'�' I I I j W> TTOM AREA=1,152 SO.FT. 7 77 TTOM ELEVATION=3792.50 L1J I I z F EMSLOPEAlION-3793.50 11 , I II EASTWOOD SUBDI VISION �HASE 5 W o!;N TE: TRENCH LENGTH IS 55 LF FOR RTHWEST POND AND 50 LF FOR 1 ^ I I F J 1ST POND. i I -- II II I II II AAgu -- -------- �- i s ____ _ _ --- - _ - --------------- STORM DRAINAGE NOTES -I -_ T - 0LF 36"PERFORATED 1 \\ \ 1. STORM DRAIN PIPE SHALL BE PVC SDR35,"UNLESS SHOWN OTHERWISE ON E,CAPPED AT BOTH \I I STORM-WATER RETENTION POND E \ STORM WATER RETENTIO POND D --JT S PER DETAIL 2 C7.2. ( �I \ THE PLANS. / I TREATMEI# VOLUME REQUIRED=3,604 C.F. \ VOLUME REQUIRED=5,256 C.F. .� TREATMEINT VOLUME PROVIDED=3,54 C.F. \ VOLUME PROVIDED=5,31B C.F. 2. INSTALLATION OF ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE + - BOTTOM AREA=270 SO.FT. BOTTOM AREA=1088 SQ.FT. \ \\ CITY OF TWIN FALLS STANDARD SPECIFICATIONS. m BOTTOM ELEVATION-z 3793.50 BOTTOM ELEVATION-3789.90 `� CITY OF TWIN FALLS� BERM ELEVATION=3794.550--_ BERM *pDN=3790.90 3. ALL PONDS SHALL HAVE A 4.1 SIDE SLOPE FROM THE BOTTOM OF POND C I _ L �? yP° 15, SIDE SLOPE=4;1 -3�9 SIDE SL`OPE=4:'I� \ ROADWAY AND UTILITY EASEMENT TO THE BERM ELEVATION. C NAGE EASEMENT �� UTILITY NOTE: TRENCH LENGTH IS 60LF RATHER THAN 50 NOTE! TRENCH WIDTH IS'28LF RATHER THAN 17LF. \ N a 1 Ili NB870'10W 8a MAKI��TREET �E_ �� 'I ASEMENT DRAINAGE EASEMENT \ \ 5-50LF 36'PERFERATED O. \ \ HDPE,CAPPED IL BOTH • � X \ �� L 2/C7.2. 5-60LF3fi-PERFORATE6- - - _ _ - - - �- - I HDPE,CAPPED AT BOTH 5-50LF 36"PERFERATED ��� S'\ ...t_ + 10' DS PER DETAIL 2/C7.2 I IF HDPE,CAPPED AT BOTH \\\�Aa'' UTILITY ENDS PER DETAIL 2/C7.2. III ,y \ 1, EASEMENT 7 0 10' IRRIGATION �I III I \� ® x O a I� 1 T I( DRAINAGE EASEMENT' EASMENT 11 FFE=3795 3 I AI 1 II I I I \ a g t� gg 33 II I �� __ - 1 \ o �o FFF�3794.05 �Q� b 3 \ oo o v �v oo _ o_ �� o� 13 n �1 ? I` �, �„�TFI_ \ M,. �I11 0 1 r - II - I UTILITY EA!Ii NT FFE=3796.40 - IIIIIII < =3 95.0 NEW 72' I SRO WAY I � Q 1 EASE�N3 I � 1II \ I I FfEr3796.90 � __. '� I i $I I I ,.1 \\ I FFE=3797.60 \ UIILIIY ASEMEN a AM 1 G \ •I ��P� ''' \II �I PLAY ARE71. A FE-3795.63 \\ `U d 0 I w � z W \ \ \\� J �' LL.10' IRRIGATION \ \ \ 00000 0 00 0 EASMENT /� DRAINAGE EASEMENT W CL II \� 15' \ 11 1 EE= I 1 �TILITY FFE=3797.92 E_ P \\ �3798.17 I I FFE=3797.42 FFE=3795.83 I:•:•:.'::•:r :':T • / EA EfA T 3796.33 _OLF Q HDPE,CAPPEDFAT�BOTHD I I I _-_...-. 'I. I _r \" �\ �j�N \• j�//e 1 "l `_�`� FNDS PFR DFTAII 9/f.7:9; a-�,s = �.�@asmn,a -m�as as - - - - - - - - -11 L_-_ 10 e 1 1 r^ _j UTILOITY ' EASEMENT I �`� °`,i j _ \ \ STORM WATER RETEN N POND F STORM WATER RETENTION POND C�a W m lit/ �\ i I \I VOLUME REWIRED=2,878 C.F. C o ( 'I I\VOLUME PROVIDED= 2,929 C.F. VOLUME REQUIRED=6,24 C.F. � 2 z III I ?/FUTURE SIDEWALK 4.L ill 'C3� �t BOTTOM AREA=950 SQ.FT. VOLUME PROMDED-12 6,SQ C.F. \ p I BOTTOM�R?z�lAAi10N-3897.00 BOTTOM AREA=L265 9 Fr. REFERENCE NOTES: Y BERM ELEVATION<3898.00 BOTTOM ELEVATION=3792.40 NEW CATCH BASIN WITH SOLID LID PER DETAIL 7/C7.1. LLJ SIDE SLOPE=4:1 BERM ELEVATION=3793.40 I \\ �' i SIDE SLOPE=4;1 ®STORM DRAIN IMPROVEMENTS SEE SHEET C6.0. --� III -\ I NEI \ <l I L_�_J w� I \ NOTE: NO 36"PERFORATED HDPE REQUIRED ONLY 10" NOTE: TRENCH WIDTH IS 35LF RATHER NAN 17LF. m i PERFORATED PIPE. It, / \ I \\ I y I OND REMOVED WHEN ROAD IS EXTENDED m NEW UNDERGROUND GRAVEL INFILTRATION GALLERY PER DETAIL 2/C7.2. v I I � 1 I 'I-Z, > W G 'JBo, (D NEW CATCH HII INFILTRATION BGALLERY.RIM ELEVATION FLUSH WITH SPOND WBOTTTOMTO Q f \\ F•'l 3 ___._- NEW DETENTION POND P R PLAN. FUTURE SIDEWALK m E Ld ®NEW DITCH PER DETAIL 7/C7.2 U m NEW 12"STORM DRAIN PIPE LAID FLAT. LL \ \ ` Q f 4XIUT711UT'Y I i i I W L ._. fASEA Jt✓T� # ICI n i \\\ 4A! I I� I I I GyST \ III I \� i � �I i IIII .>•�I T�I \� � 1 Z ogtFOF I� III; + + �� 'i ! I •11 I I I III I ! I I \ i .•I I It + /\\ I I \� //I \\ REVISIONS: \ 13AGIS E `VATION_0N\ EXISTING 'IR.. YDRANT AT \I 1 11 II I I \\\ BELT ' H AGMARKED I\ \ \ 802_.31....�78 1 \ '^!E -V'-3806.83 `t I I \ GRAPHIC SCALE .: -_. /p /- �l /i}�p6 �\ _____--•.380 -�_'__\I - r•I �/I \ate I` \�O DRAWN BY. DATE: I o I - ��� - -.--380�-- -- -•�i - � -� - - - - - - - - - - - - - - - - 1 iwh 90 ft. C ._ --._.,.I. J IN FEET CHECKED: JOB NO' \ --- ----r - 1 - ._ T/1�_��.-___.______ `-- CONTRACTOR NOTE D 06-44- \ HEET ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT ��•O .\ \moo'\ // VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER \ KIMBERLY ROAD I UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTITUE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND \'"•�` / SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO 800 626-4950 STORM DRAINAGE ��-----�-__ _I 5897736E(B.O.B.J CONSTRUCTION CONTACT THE UTILITY OWN GENCY CA DAYS OWNER/AGENCY. CAL TWO BUSINESS DA PLAN UTILITY NOTES. 1. INFORMATION SHOWN ON THIS DRAWING IS FOR PRELIMINARY REFERENCE ONLY.CONTRACTOR MUST VERIFY LOCATION, o 0 D - - - - - - - - - MENSIONS,AND QUANTITIES OF TRENCHES,CONDUIT AND VAULTS WITH ABOVE LISTED UTILITIES BEFORE BEGINNING o -IL ---- ---------��---------- -1----- I D I \\ � �\ / i ___ �___ ` I CONSTRUCTION.CONSTRUCTION SHALL BE BASED ON ACTUAL IMPROVEMENTS REQUIRED BY UTILITIES. _ O 2. IF REQUIRED,PROVIDE TRENCH EXCAVATION,BEDDING,AND BACKFILL FOR CONDUIT OF UTILITIES LISTED IN NOTE 1.PROVIDE C MIN.48 HOURS NOTICE TO UTIUTY COMPANIES PRIOR TO CONSTRUCTION. z 0 0 AA1I 17 -.4o y a i 3. CONTRACTOR SHALL CONFORM TO CITY AND STATE SAFETY REGULATIONS. x U g 1�.,• \��'#I I II 4• ALL UTILITY ROADWAY CROSSINGS SHALL BE A MIN.SCH.80 CONDUIT. CONTRACTOR SHALL COORDINATE ACTUAL SIZE WITH ALL AN z EASTWOOD II SUBDIVISION PHASE 5 z o N 5. SANITARY SEWER GRAVITY PIPE SHALL BE ASTM D3034 SDR 35 PVC. 6. WATER MAIN PIPE SMALLER THAN 12"SHALL BE CLASS 350 D.I.AS SPECIFIED ABOVE. e J ! - I 7. FITTINGS FOR WATER MAIN SHALL BE CAST IRON PER AWWA C110 OR AWWA C153.FITTINGS SHALL BE CEMENT MORTAR V I LINED AND SHALL BE MECHANICAL JOINT UNLESS SHOWN OTHERWISE. _-_-_------- A A U LJ._r I - -- --------------------- ----------- 8. COVER FOR WATER MAIN AND SERVICE LINES SHALL BE 2.5'MINIMUM(PIPE CROWN TO FINISHED GRADE).SEE CITY - ` _ - - _ _ STANDARD PLAN T-1 (DETAIL 1/C7.2). 1 bd- ----•--y�,1M__......_.__1.0 Y,,___ _._, Vy -1.O'`Ai--• __ ----W'- --• -1��) _._..... 9. A MINIMUM OF 18"SEPARATION SHALL BE MAINTAINED BETWEEN INVERT OF WATER MAIN AND CROWN OF SEWER MAIN. _. • -'° I. 15, SEPARATION OF WATER AND OTHER UTILITIES SHALL CONFORM TO CITY STANDARD PLAN W-2. S USE NEW MANHOLE TO UTILITY e I CONNECT TO EXISTING EASEMENT SEWER STUB. I 10.CONTRACTOR SHALL INSURE WATER SERVICE LINES AND NON-POTABLE WATER SYSTEMS MEET THE REQUIREMENTS OF IDA m y r PA 58 TITLE 01 CHAPTER 08 542.07.06. C I`�I ITY OF TWIN FALLS 'E ___ --_J I I •;. II'`' .1° 15' ROADWAY AND UTILITY EASEMENT II.CONTRACTOR SHALL INSURE DOMESTIC WATERUNES ARE CONNECTED TO EXISTING POTABLE WATER PIPES.THE ENGINEER HAS C I I UTILITY I I ATTEMPTED TO SHOW THIS CONNECTION BUT THE CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. I I I EASEMENTSTREET', h I SEWER NOTES: K MARIE I a- Naero'z0'wssq.eo' R yT.%-.L.._I;rR_ Y .._.._.. .X-_p _... s _.-.. 1_. n------_-+;',ii_.--- ----_i,F,., __ _ 1. CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARD - -- - ---- - - ,: - - - - - - -_.- -- -- - SPECIFICATIONS. +�"= �.I I I 3 1::::>:>:> ` -------- \...:. :':'d 2. ALL SIDE SEWER LINES SHALL BE 8"OR AS INDICATED ON THE PLANS. r � III•:•:•:/ I , I , G I I `:' :-%'�/ \•;• UT1LII4 3. ALL SEWER MAINS AND SERVICE LINES SHALL BE LOCATED TO MEET STATE AND CITY SEPARATION REQUIREMENTS. Q \'•� `• EASEME III,,/ FFE=3794.74 W I! FFEn3795.80 �� EAS FFE=3794.24 CONTRACTOR SHALL COMPLY WTH ISPWC STANDARD DRAWING SD-407. « 10' IRRIGATION MENT =3 95.38 'p�I I '; III:.( III x 4. ALL SIDE SEWERS WHICH THE CONTRACTOR IS UNABLE TO MAINTAIN A MINIMUM OF 18"COVER AT WATER MAIN CROSSINGS OR / I.. $�1 11, '', •.I I I I SHALL MEET THE REQUIREMENTS OF CITY STANDARD PLAN W-2. o _ IIu I ` 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034,SDR 35,OR ASTM f 789 WITH PUSH-ON JOINTS AND RUBBER GASKETS 0 fl I c FF =3794.05 CONFORMING TO ASTM D 3212 AND ASTM F 477.PROVIDE TRENCHING AND BEDDING PER CITY OF TWIN FALLS STANDARDS. C�Q� H 3194. 2 UP 15 6. PRECAST OTHERWISE MANHOLES HOL S SHALL T HE PLANS.JOINTS SHILL REQUIREMENTS IF ASTM C RUBBER 478.GAS MANHOLES SHALL TO BE AS 1 443MAND SHALL BE UNLESS C m LE. ANHOLE W) 37 9,0 EAStME T, I I I I GROUTED FROM THE INSIDE. LIFT HOLES SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE. TM C _1.yQl_ a I ------__ 3 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETTED JOINTS. 151 ©I W '8 W. - 8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY R TWIN FALLS STANDARD CONSTRUCTION SPECIFICATIONS FOR ALL w I EAUTILITY SEM NT' as LF or e'S.S.PIPE - -L-_ -- ssA- , WATER AND SEWER MAINS. (E0 76A.9 1 '!!L'OF L . . yl x FFE=379640 IM=379 8 - - L. . �Io i� -------- ---- - - I { co - 1 �ss PIE " " s s ss ass _ lssl I _ I WATER NOTES: I - - 8 A\I - - - -- - - - --- - - �{� 1. WATER LINES 4"AND LARGER SHALL BE DUCTILE IRON, CLASS 50(AWWA C151 APPROVED)WITH RESTRAINED JOINTS AND CEMENT I' I ram'-I FFE=3 95.0 to MORTAR LINING PER AWWA C104. FITTINGS SHALL BE AWWA C110 DUCTILE IRON WITH MECHANICAL JOINTS.COMPONENTS ®� NE 72 I! -o.00a E. W)=3789.78 1 I INCORPORATED INTO THE POTABLE WATER SYSTEM SHALL COMPLY WITH ANSI/NSF STANDARD 60/61. I I I <v E.�S)= 3790.06 0' !�-7�I ROA WA _ m I - NL-_c i W 2. WATERLINES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 2.5 FEET TO THE FINISHED GRADE,UNLESS OTHERWISE NOTED. pp '-I I EASE EN 4 78 LF OF 8"SS PI E W- tl I o SL=0.004 vi - a H,--- PROVIDE TRENCHING AND BEDDING PER CITY OF TWIN FALLS STANDARD SPECIFICATIONS. FFE=3796.90 I 11 8I II r FF¢=3797.60W-- 3. GATE VALVES 3"AND LARGER,SHALL BE RESILIENT WEDGE,NON-RISING STEM O-RING SEALS. VALVE ENDS SHALL BE I p, $ AI 1 RIM=379: 11 _J� Q,'y MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA C509-PROVIDE CAST IRON TWO PIECE SUDING COVERS 0 I UTILITY y�1 I'. LE.(N)= , . I. FOR ALL VALVES. '., ASEMEN yll I' �, ;,.. � 1 I I pp I E 15' "- . I 4. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-94 AND THE CITY OF TWIN FALLS SUPPLEMENTAL SPECIFICATIONS. ALL PLAY AREA II. "�.. i UTILI AS�fENT,TYP.I h, I a ! _ �000 o' ( I HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. "0L -T � _-_-_ W --8"W-- --W_- -- - -I}-- - - -I O".Oa F =3795.6 5 SURFACE.ALL 1 PE ATHE MARKER SHALL BE ND SERVICES SHALL BE(PLASTIC NON-BIODEGRADABLE,METAL CORE NSTALLED NTH CONTINUOUS TRACER TAPE IORT BACKING ALLED "MARKED WATER,WHICH TO 18"UNDER THE (CAN NAL BE C J L-- - �` -- ---W---- W _$W < _ DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE"D"OR APPROVED EQUAL IN ADDITION TO TRACER r f L ui W _ 1 EW 15 ----_ I .:;.' ;: x TAPE.INSTALL 14 GAUGE COPPER WIRE, WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT THE VALVE. V _ ---Wr UTILITY EASEMENT,TYP: --.--- - -_--J - --- - -t 1 I° 1 C� I 6. WHERE CONNECTIONS REQUIRED"FIELD VERIFICATION;CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS ! 11 I I o I I 1 1 I I VERIFIED 48 HOURS PRIOR TO DISTRIBUTION SHUT-DOWN NOTICES. J s s 1 r 169s _ -° 0 I ! I 1 II 7. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE Q 10' IRRIGATION o o o H___ L �? o o 0 0 0 0 - I I o o TESTED!PRIOR TO CONNECTION.LI IF AN 1 EXISTING VALVE FAILS TO PASS THE TEST,THE CONTRACTOR SHALL MAKE THE NECESSARY EASMENT - o o o o o PROVISIONS TO TEST THE NEW NE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL NEW VALVE. Er LL L - MI cv- di- I I B. WHEN FIRE FLOW WALL BE INTERRUPTED,THE CITY OF TWIN FALLS FIRE DEPARTMENT SHALL BE GIVEN A 24 HOURS NOTICE OF TIME ^ _ A/I AND LOCATIONS AFFECTED. !�- I /, 9. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75%OF MAXIMUM ALLOWED DEFLECTION,PER MANUFACTURER'S I� FFE= 1 15 FFE 3797.92 r T^_-- -. RECOMMENDATIONS. 3798.17 �" I UTILITY FFE=3797.42 FFE= FFE=3795.83 :•:•:-:•:•:•:<•:-:•;• :.: x I EASEMENT 3796.33 10.THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS(VERTICAL AND HORIZONTAL),TEES,CROSSES,PLUGS,AND VALVES.SEE P // I ,:. ;o I, - ✓///// /i // /�j////e I:.:::..::::.:.:::::..::.:.:.: I DETAIL 2/C7.0. _ _ _ _ _ _ _ _ _ _ _ ___ [�m a �a m .a� s am�sm a - ` 'r 1 O 11.LOCATION A EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE ONLY BASED ON INFORMATION PROVIDED BY THE r N J J SURVEYOR AND THE CITY OF TWIN FALLS,CONTRACTOR TO VERIFY ALL LOACATIONS PRIOR TO CONSTRUCTION. r/1 J 10' 1 I. seero'zo�esa7o m a - - - - w UTILITY I I i -T--�� I I I I ^m 12.NEW WATER LINES SHALL BE TESTED AT NO LESS THAN 175 PSI FOR MINIMUM OF THREE(3)HOURS IN ACCORDANCE WITIi CITY OF //''yqam� EASEMENT I I W TWIN FALLS STANDARD SPECIFICATIONS. REFEREivCE NQUIES: ® m O NEW 8"WATERLINE. ®NEW 10"X 8"TEE CONNECT TO EXISTING 10"WATERLINE. I I u! I © NEW FIRE HYDRANT PER DETAIL 9/C7.1. ®NEW 6"IRRIGATION LINE. L I I ® NEW 12'XB°TEE,CONNECT TO EXISTING 12°WATER LINE. ®PER WATER NOTES ABOVE,WATER LINE SHALL BE PLACED 2.5'(30") I I BELOW FINISHED GRADE OF POND.® co 1 I NEW SANITARY SEWER MANHOLE PER DETAIL 10/C7.1. W I ®NEW B"X 4"REDUCER. QI m NEW 8"SANITARY SEWER UNE. I I : NEW FIRE DEPARTMENT CONNECTION(FDC)AND 4"LINE FROM FDC TO BUILDING,PER DETAIL 5/C7.0. if 3 II _ � m NEW 4"FIRE SPRINKLER SERVICE.BACKFLOW PREVENTOR INSIDE BUILDING. I p u ® NEW POST INDICATOR VALVE(PIV)PER DETAIL 6/C7.0. LL NEW 12"X 4"TEE,CONNECT TO EXISTING WATER LINE. j JEXISTING ® UTILITY- EASEMENT � '-"- -- --1 ® NEW 4^DOMESTIC/SPRINKLER SERVICE UNE. � NEW 2 DOMESTIC SERVICE LINE WITH A METER PER DETAIL 3/C7.0. ' I { I ® NEW 6"SANITARY SEWER SERVICE STUB AT 2%MIN. I'I I I I © SANITARY SEWER CONNECTION PER DETAIL 1/C7.0. " I �I� ,'I 11. ® CAP NEW WATER LINE. - ;� ® CAP SEWER OR IRRIGATION MAIN AT PROPERTY UNE. \ODAL ® NEW SANITARY SEWER MANHOLE PER DETAIL 10/C7.1.SEE SHEET C6.0 FOR PLAN AND PROFILE. 4C� p15Tfgn�2n (' ® NEW 8"SANITARY SEWER UNE.SEE SHEET C6.0 FOR PLAN AND PROFILE. ® NEW CLEANOUT PER DETAIL 6/C7.1. 2 I I :.i•'j ' I I �11'I ' , 09Tf \�P ® OF � NEW GATE VALVE PER CITY OF TWIN FALLS REQUIREMENTS.TYP.VALVE SIZE SAME AS PIPE. gyONA SM\� .� !G,'I ® NEW 90'8"ELBOW. ® NEW 11.5-8"ELBOW. I i l i I °11 �• I ® CONNECT TO EXISTING IRRIGATION UNE.USE(2)45-BENDS AND THRUST BLOCKS. REVISIONS: I EAVS E -VAT'ION ON I•�yi:^ I I ® NEW 8"x8"x6"TEE. EXISIING 'I FIE fDF-RANT AT h ah I I f S(JLT .'",'Tlii IA('NnIs4E I ® NEW 8"xa"xe"TEE. GRAPHIC SCALE II „• I �I ® NEW 2"IRRIGATION SERVICE(FROM 8"IRRIGATION LINE)PER DETAIL 1-4 OF TWIN FALLS CITY STADARDS. = o m w I 15�1 II ® NEW 4"SERVICE LINE TO METERS.USE 2"X 2"4"TEE TO SPLIT LINE TO EACH METER. DRAWN Br. DAtE: I " JJfi 02/0EV - - -- - - - - - - - - - - 1 IN�"� CHECKED: JOB NO: � -______/T -� .. .. ,. t1 -:`:. "z"' f� - inch= 90)ft OAS 08-42-041 I -- CONTRACTOR NOTE SHEEtNUMBER: I ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT r CA,O - _ - i�V _ KI MBERL Y ROAD VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING D SURVEYS INCLUDING BURIED -CALL NUMBER +X I UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY sNEErnnE: 1. , SURVEYS, THE FINAL ASSUME NO LABIUTY FOR THE LOCA ON OF EXISTINGURACY UTIU S IN AREAS CRITICAL TO (800)626-4950 ci _...L._- -----� se9rr3s��aas) UTILITIES THOSE UTILITY - - - - - - - CONSTRUCTION CONTACT THE UTILITY OWNER AGENCY. cau two BEFORE YOU ss oars u pgzY�mPEA z� I /i 000�000 / I j 1m,-.I ��—, i -. —A— Z CENTER OF DRIV - / // / 11.,.- o Ul / -� CENTER OF-DRIVE A- 8.7, — ' C;FTPPFR / CENTER OF D6i1W 'C ----------�----- ---- — — — ----I -- �— -- ST7Y-�u+'41.39: L --WiBT}�=r30'-- —I Ft-- _ �- �TA=�t STASCUPPE+S K=-Si-9r52,1 . ,L I _ �' / -` � .�,i, `, \F �oi� J _ / WIDTH=30 / WIDTH= -— — _ /, v r,` w _ - - .. V _ - - .-< / • .a e s t � E 1' U e. A � r I° ;' / a 1.5 TAPER -_.�� I�. ':i''� ti Willie o I———— / c / / I SCUPPER Frl —C�--t- CD / I / L7 / FTl / I STA=5+30 D ,/ I / K _ � MA HOLE -4 -+ / I OO s �_,.,.�-/`" �]+ / ,..- ',, ,s I I- ILJII 41 / I I-o m yy11 Z / I m-, MAN IDLE -3 oo F- . fF'I D O — STA 69,8.8'� T _ _ �- > -� " 0) FUTURE MEADO I�VIEW LANE —————E E F F E 2 as.s1 _ 3+bo /I I / z 4+0o m �' N00�1 sa'E sT a+a3,s R� I �s+off ® m-��i - / o s+ o 2s I — oo .- I / I I—mm 382 09' / I i M [ / C / L e E-EJ S ,>5.5 I NO(Ob14B"£ S5 m D N »SS S N0001'4B 55 / 55 © .--pots 7/ �' ` I C— I N 1 ——ry2ll ——Z'IcII`Q =_— 2ll — gCy — __ ———�y2// `' 1�F'I �, R =f I I a -———————--——— ——— MANHIETr�— .. -- -- — ----- / ----; --- ----i --�- —I----- — ------® ®� .�../ '�\ r i if_-_ ��_�- u—__. � STA 2+° 9 �T — — — —— 2 _ -r — tf �.� „ a! - - pr____ .—�-_--- -- -=c<) --- ----ttr --- - '.'sn;--... - - $ - °e o 6 !Y ----_ s f3 W LL / .,. 8„Vu_ / — W--- - d .. — F U o e •n ,p -SCUPPER' — �� l D�M / ,,'' / / .: CENTER OF DRI / I BEGIN TAPERS.— .. • ` � j \ I !TA=5+10 TA=5+50 CENTER OF DRIVE I G N /X / (P / / I STA 1 TH 3 3 1 2,24 RT CENTE DRIVE / / I STA=5+00 S STA=5+92.52,19.69.R — f s m I U S L31I WIDTH=20' s I STt . 8�.67,7 29'RT' 3 m¢N — —1---- =-� — -- --- / — ---I — 9 -- _ 1.za / --- — ��— I ksH#, 2J �L m I l cn � : L m --- -- ----!/-- --- �� ----- M I— m=L=/--- 0 -- z� I ji f - i I S", --f �------- / I I I / L.l / I x z PW STA = 3+00 L PW ELEV= 3799.06 z A.D. _ -1.50 w K= 66.67 PLAN VIEW aw 100.00'vc ao O PW STA = 4+10 o o PW ELEV=3795.21co ` '' A.D. =2.44 v ax "oi K= 49.17 uj 'O Z cv'D 4 120.00' VC*60 7� Nm� 41� m — PROFILE VIEW � J VERT. -2.00Z W J Q 3800 REFERENCE NOTES: > LL Q z © NEW ASPHALT PER DETAIL 10/C7.0(STANDARD 48'COLLECTOR -ISO h STREET/BALANCED STREET SECTION)AND DETAIL 8/C7.2. ui Q EXISTING GRADE `i ® NEW STANDARD CURB AND WTTER PER DETAIL 8/C7.7. W `8 ® INSTALL DRIVEWAY APPROACH(WIDTH PER PLAN)PER DETAIL 9/C7.0. /Y G� ./m n �1 L.L ID— �/ ivEii�wi>�i�i �I��.:�,:u. u.u�,.,.. ,/....... ` 3796 NE TOP BACK OF CURB(TBC)ELEVATION xM © MATCH EXISTING GRADE. ^ro^rT' / ) oW V> ® NEW MANHOLE PER DETAIL 10/C7.1. � W C4 + zS O NEW TEMPORARY BARRICADES PER DETAIL 3/C7.2.(NO FLASHING n m UGHT). w ® ADJUST ACCESS LIDS TO FINISHED GRADE(ASPHALT).IT IS POSSIBLE Z THAT THE ACCESS LIDS ARE IN THE FLOW LINE OF THE NEW GUTTER. d® -,._. 5t=t~n,.. ,z CONTRACTOR'TO COORDINATE WITH CITY OF TWIN FALLS TO DETERMINE Y W EXISTING CMP STORM �- '-'-ram {.'y ---,-- WHAT FIELD ADJUSTMENTS NEED TO BE MADE. 3792 . I ® NOT USED. 10" EX. WATER MAIN I I ® NEW SIDEWALK SCUPPER OVER STORM DRAINAGE DITCH PER CITY OF LOCATION AND DEPTH TWIN FALLS STANDARD DRAWING S-6. ARE APPROXIMATE Q LOWER EXISTING CMP SO TOP OF CMP IS 30"BELOW FINISHED GRADE CONTRACTOR TO FIELD VERIFY POSITIVE DRAINAGE UPSTREAM AND DOWNSTREAM OF CULVERT AND CONTACT CITY OF TWIN FALLS IF 8" SEWER 193 LF ® 0.50% POSITIVE DRAINAGE CAN NOT BE MAINTAINED.MAINTAIN EXISTING SLOPE OF CULVERT. EX. 8" SEWE R 176 LF 3788 - LL STA. 2+45 8.99' RT I.E. N= 3789.17' CAP SEWER MAIN STUB- 3�q ------_ NOTES: ---` 1. SEE DETAIL 8/C7.2 FOR ROAD SECTION. INSTALL MANHOLE 5-5 STA. 2+50, 9' RT 2. INFORMATION ON THE EXISTING MEADOWMEW LANE(TO THE RIM'EL 3800.02' INSTALL MANHOLE 5-4 NORTH)WAS OBTAINED FROM RIEDESEL&ASSOCIATES,INC. _ AND HAS NOT BEEN CONFIRMED BY SURVEY.CONTRACTOR 3784 I.E. S= 3789.53' STA. 4+43, 9' RT TO VERIFY PRIOR TO BEGINNING WORK. I.E. N- 3789.43' RIM EL.=3794.90 INSTALL MANHOLE 5-3 Sg\ONAL , I.E. S= 3788.46' STA. 6+19.00 8.8' RT 3. CONTRACTOR SHALL ADJUST ALL SURFACE FEATURES OF �� 01STfRF. I.E N= 3788.36' RIM EL- 3792.83' EXISTING AND PROPOSED UTILITIES(VALVES,MANHOLES, pF p I.E- W= 3788.66' - ) I.E. S= 3787.48' r'p;, V Nu 2 ETC. TO FINISHED GRADE. I.E. E= 3788.66' a-, I.E. EX. N= 3787.18 STA- s 83 �o REMOVE EX. SEWER MAIN PLUG RIM E.. 3792.17' AND INSTALL MANHOLE I.E. N 3786.23' 09TF OF I.E. S' 3786.33' MONA.s DATUM ELEV 3780.00 REVISIONS: GRAPHIC SCALE 10 :e 2+00 2+46.91 3+00 4+00 5+00 6+00 6+29 7+00 DRAWN BY: DATE: IN FEET JUS 02/08/08 1 inch= 20 ft 7N15 CHECKED: JOB NO: CONTRACTOR NOTE °`� "'�" SHEETNUMBEIR: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT •0 VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTITLE: OTHERS.WE ASSUME NO UABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 MEADOWVIEW LANE SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO PLAN AND CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS PROFILE BEFORE YOU DIG t-f- Ch C --- .-`_..... Elev.Stake U J y mm 000 0 ----- ----- Back oT Sidewalk z Q y oo vi ui Sidewalk Temporary Steal Fence ' _ Back of Sidewalk Post to Preserve Location ��y � o6 06 NOTES: \ 5'-8' Varies 5'-8"N of Be..Poet Furnished W plastic sewer service line v % and Installed b Contractor. � y �•�r vI o 0 1. The concrete for thrust blocks shall be o five (5)bog mix with 2500 PSI or greater strength. See#9 Y' L y Z "' + N N Minimum slope - I%or pi - 111b." 2. All thrusts blocks shall be constructed of approximolely one third cubic yards(1/3cy.)of Service Line Z concrete not less than six inches(6") thick � .-I/°per toot 3. Allwater lines shall have ominmum cover of thirty inches (30"). Mebr See#9 17"Meter Sox Ravens 6�Na Prefobricaled 'Y'or 4. All water lines shall be ductle'ran Class 51 or greater. &Box 12"-18"to Meter Box Product Inc.or2-4:i Topping Saddle located 5. No trench bockfill shall be petted until the pipe ontl fittings arc inspected by the En ter. Tapping eft Meter Pit approved equal. gg r� v�ca�L S LL in lop half of pipe Tapping Saddle 6. The pressure ontl leakage leafs,hail be completed in accordance wan Section 410.04(3)D. + + eTex•. Furnished by city and W r Required 7. All ark aholl conform with the City of Twin Foils Sondord Specifications Sections 409- -"° planed by contractor. R Prefabricated 'Y"or I w - \ �• U Tapping Saddle located r,.f,.brc.L S Elbow TRENCHING&BACKFILL ontl /10-PIPE INSTALLATION. FOR SERVICE LINES din top ,f pipe Thrust blocks may be formed with plywood to prevent concrete from covering flonge bolts Corporoton Stop O� N �.' __ - __-_ -- or drain holes(IyPJ Main Units ES $t k Sidewal H. N ed 'Y" structural !Qev, a e Water Meter&MeterngSodtlle steel-1/2' L 1"toleasthan 4"lines 24"min, -Satter fumiahed and or more _ See Note No. 8 T-1 the Trench width ma be inside the box. installed by the City < Sewer interceptor- I Sewer lateral - _ __ thick _ r - For SubdMsions&New Developments,r A' s I1 See Std.Dwg. 18'min.or larger. or water supply lines co per tracer wire The Contractor shall O U D 4"or larger lines see PPY P IO"Dio.or larger less than 10'0'0. © Sid.Dwg.T-1. (i.e. 12 Mg min and stainless steel. Ir dig meter pit&service PROFILE VIEW PROFILE VIEW •�y stiffener(I.e.for 1 to 2"copper 34" line trench 34"deep l��hdf7 A TYPICAL TRENCH DETAIL C net size) shall be furnished by the ' from finished surface. Connection for Connectior for FOR WATER SERVICE LINES INTERCEPTOR SEWERS LATERAL SEWERS Water linen building N.T.S. N.T.S. - N.T.S. furnished, installed and connected t, by the Can Main Line_ 7 PLAN VIEW PLAN VIEW DIME- - FillinglTees& PlugsN51ON FOR 90'BendsHRll& �So•dl 22edu2'rE3end NOTES: I dl r //\ �, / / P C NOTES: Connection for sizes i6"Tail Pie e&Compression 1. The owner shall construct all taps ' 9 ' NEW OR EXISTING Connection for A A A A 8_ 1. The water tape, meters,tad Isees Con and r shall tors shall be the City r C p tad bed S C into existing sewer and install the op sewer top line from the sewer main to the au, ing to include under - - I p e Contractor hall furnish,a h or y Uontrtee Soil Pipe Turns ed by the PUBLIC SEWER NEW PgQJ SCWL--'2 4" '- ' - 1 2 ,V-1 9 7" �- a by City.The a i and the city R er 81ZC';t a and petalled the e n r '.;- - `,•.:° mt� -11 ••_- - 1 /•• I 1_ will install the water supply lines,copper tracer wires and stainless Steel by o roc or. pipe h y streets and right-o`-way. _-_...__.�. _ -._-..,.,-._.�-_- i "i 2. All loos to us sewers shall be located in the upper hat!of lho N.T.S N.T.S - _ _ 2_± _ I_ stiffeners.The contractor will install meter box furnished by city. Corporation Stop Volvo Pack Joint for 3/4 or i copper size pips - - i0'}'- 2' 9' J-=i t' 2, An elevation stake is required on each side of the meter box at the back of sidewalk Furnished&placed by plastic pipe is furnished by the City 3. Sewer taps ontl lines to buildings shall be installed by private con- - - a'- - 3'- '• - - line.The box elevation a the some as the back of sidewalk. the City 3. A water service line shall be installed for each potential user of the system in new actors qualified to do such work. _1 '- " a_tt - " '- " - TYPICAL WATER SERVICE CONNECTION 4. No trench backlill shall be placed until the sewer top has been i- developments when new water moins are installed. E NOTE: This fable is hosed on 150 PSI main pressure ontl 4. Tha plastic water line shall be two feat(2')longer than the Service line trench to IN SUBDIVISIONS & NEW DEVELOPMENT apected and approved by the Wastewater Collect;on Dept.(735-72'70). 2000 PSF soil bearing pressure.wrap all ft0ngs with allow for expansion and contraction. N.T.S. 5. All sewer tops entering a manhole shall be below the manhole bane polyethylene. I S. The building water lines shall be totalled by a private contractor qualified to perform and above tna top half of the sewer lateral. such work. STANDARD SPECIFICATIONS 409,410,02(8)AND APPENDIX B p 6. An approved lopping saddle shall be required for all new taps to STANDARD SPECIFICATIONS 409 AND 410 - J'a0'Mi tftb., - . -. 6. No trench baekfill shall be placed until the connection's inspected and approved.zislingSewertCITY OP'TWINF`ALL3 ' CITY OF TRIM FATL9cant nd rd win No.s S-9 T-17, All sewer trenches'n public traffic was shall conform •o Standard Cl'1'Y FU TWIN FALLS ,.1 REVISIONS ENGINEERING DEPARTMTNT 7• Trenches In all public right of WOyB shall ORn t0$t0 O Dro Q , REVISIONS ENGD4EBRINO DEPARTMENTy REVISIONS ENCINF.PR NC DRPARTMF.N'f T-lAand U-.Orowin No,s T-i 1'-IA ontl T-18 for trencrin details. NO APP Dn'r CHANCE DESCRIPDON NO P A CHANCE DE9CRINDON9 9 eo rr,`nT cllnncE Descan roN STANDARD -- STANDARD THRUST BLOCK 8, For 1-1/2"Water Tapa and larger Contact the City of Twln Fella Water Department for STANDARD U9. M owner constructing a new public sewer system Ina eu6tivisiOn or 1. CY!e/82 PREFAB NOTE CIIANCBU SEWER SERVICEI. Gr 1/az NOTE D ADnn.D iNSTALLATION more information about Cf materials731-2275 " s WATER SERVICE development shot'construct a sewer top and aervlce for each potential evz 9a ADDED NorE 9. - t/2" z cv /o pl z000 10 esbo p ( ) ( ) a CONNECTIONS J7 user and extend it to the property fine. CONNECTIONS " 3 GY./o FOR WATER LINES 9. The it Width shall be thi inches 30 for lines one Inch 1 to 0. GY'2 93 STD.SPECS.NOTE 4. ----_------ rx•IN F .[S ID 9 two inch (2")or forty-eig 1 inches(48 for lines larger than two inch (2"). ._. T1rnv C ]C 9. See Sld. Dwg. S-9. 4 'TWIN 1"AL ID-__--_.-D c,_T4Pp ------- -------- APPRovF,D; owr,.Na. 10.Water supply lines shall be high density polyet'eyene"(NDPE)DYseopipe(Model 51;OH e, G pppROVED: D11G,N0, D© 3 a APPROVED: DWG.N0. 9. -- --- Ultra-Une conforming to Copper Tube Size -OD ASTM D22737-SUDR9 PE MS kf 333 / -' T. 7!'9 O ADD STEEL POST CITY E G ER _ �v 'I'-2 and 200 PSI. w-1 1 e S-� . _ _- ._ _ T. Ct_TY ENCIN ER SEWER SERVICE CONNECTION THRUST BLOCKING WATER SERVICE CONNECTION SCALE:NTS SCALE: NTS SCALE:NTS LOCKABLE HANDLE Edges shoR not have more than a 1/4" ad is FINISHED GRADE Z 1-0 �- 1/4" Per Fool Slope Req'd. SIAMESE CONNECTION 2 1/2'(PORT co ° /• -\\ /� \�•' •• PUMPER CONNECTION)PER TWIN FALLS o 9.5te / + •• FIRE DEPARTMENT REQUIREMENTS. CONCRETE 2" Gravel base composted t of grovel proctor lyp. GRADE __ _ __ ___ _____of (TYP.) O -Soli compacted to 95%of the soil proctor typ. _ - __-VALVE BOX FOR CHECK VALVE Soil bockfill required with a 2:1 slope compyyctgqd to 90% GALV PIPE of the soil proctor typ. (see section 402.03(12). I � (SIZE PER PLAN) DUCTILE IRON POST- TYPICAL SIDEWALK SECTION � W j-- "- 6"SOFT SEAT CHECK VALVE n .- N.T.S. in Rcbor: Vertical (j3'a 0 'a". � Horizontal one lop NOTES: r� and me bottom. 1. Expansion material shall be required every fifteen feet TO BUILDING SPRINKLER SYSTEM (15')and ° when adjoining any previous concrete work(see Std. Dwg. E-t • L- and Sid. Specs 401.02). CL � � c•----i 2. Expansion mater'cl shall be requred behind the sidewalk MAIN\\/ o `• t�\�\\�\ \ J Q 11114 V-6"Typ. ' wherever there will be or is C driveway, walk or structure (see ,, ' Std. Dwg E-I aed Sid. Specs. 401.02) D'.. M 3 All trucked or broken sidewalk shall be rejected except os / < LL- indicated below. %\\% GATE VALVE FOR ANCHOR R D a), There shoji be allowed one(1) random crack perpendicular / /\\/\ \ \ \ \\ \/\ \ \ \\/\\/\ \\//\\r\//\ / / INDICATOR POST ANCHOR ROD Expansion to the curb end within the middle one-third (1/3) of the /� /\/\/\/\/\/\ \/\/\/\/\/\/\/\� Material five foot (5') sidewalk section per three hundred linear feet //\//\//\//\//\//\//.\//.\//.\//.\//.\//•\///�`/ W y M tared -509JENT WEDGE GATE VALVE AWER !L (300')of sidewalk. 3/4"BALL DRIP IN 2 THRUST BLOCK C-509 ULFM APPROVED FULL WATER CONCRETE VALVE PEDESTAL < 1'-6"Typ - - b). ?here sha:l be no sections less than twenty-five square feet j CU,YD.GRAVEL PIT WAY C-R COATED(TYP.) �---' (25s.I.)when sidewalk is removed and/or replaced. 0 0 onc e• . 4. Ghalfalinch�y(te1/2")mox.three-quarter gravel")(see xSte. Specs. 412). �F��•• "- - LL ..F-V vRera:`�eru«, �3, ® la". STANDARD SPECIFICATIONS 401. 402 AND 403 FIRE DEPARTMENT CONNECTION F.D.C. 5 POST INDICATOR VALVE /sl _J Lt _�� CITY OF TWIN FALLS - Horizontal One top. "- REVISIONS ENClNEFRING DEPARTMENT' is c one middle and one NO.APP unr CHANGE DESCRIPTION SCE SCALE NTS \ / 54• bottom. is ar 4 s parr,-4:2'canm.GR STANDARD SIDEWALK \vJ co iD m 1 1/2"Typ, 2 CY 2 9 NO rE 3 AODI'i IoN3 DETAILSTYp. 3. CY 2 9 STD SPECS.NOTES -6 4.' min. OY e/ a ulM Oa 2ND DETAIL TWIN FALLS IDEC. 0 ---- -"' -- -- -- - - ---- --- - 1YF'IC; SIDEWALK WITH RETAINING WALL 6. GY 3 9 OR nL1 REBAR MESH APPROVED: DwC.NO. s. cY 3 Elxtes-i-4'RADIUS STREET SEC-ION NOTES � Y N.T.S. - _...__ S"-1 0" R'ght of-Way Vorica I 'r, OY Iz/ CITC.DETAIL&WM- CI7Y_ENCINEL:Ij_ 1. Street widths to be n accordance 1 1..--. S• lam •L e ' o: �- Varies with the City of Twin Falls by to -' Varies -.- --- frock Plan or as mod'fed by the s o. I ,_T_ I Flow Line Curb ° Street �.�--Crowr -- _p of guitar a`a S tcti Pnnl o�Res denfa. Street j C n nee ��IC SIDEWALK � Width -��° 2.Seedard 36' ,pal„da: SCALE: FITS oq• - 2.5q= 2.5% 2 mat-1/2" or 3/4' a s ■ = 2"-3/4" Leveling course x< The dashed lines represent 6"-1 1/2"Base course c change in slope only.This NOTE: 3, Ste dord 48' Collector Street Section Q See Note 4 ` is NOT a controction or Asphalt2.5Xexpansion joint. 3/4" Levelin Courac from crassf slope measured shall include: -J g from Lip of Gutter to Crown. 3"Asphalt coal-3/4" Plant 1 1/2' Soae Course Mix Only ` Cumpacted Subgrode- dot@'_3/4"2Leveling course r l TYPICAL BALANCED STREET SECTION �../ N.T.S. th At rnnin.5trest al Se the City s to be Engineer. 4. 3/'°r Leveling course'may be substituted 6"PORTLAND CEMENT CONCRETE \��\\ PQQ for 1 1/2" Bose course m sianda .( Driveway Slope Tangent 36' Residential street sections, alleys �P Expansion Material to Gutter Flowl- FLVJ�pits (See Note 6) & public parking lots only. Q 5. 1 1/2"Base course may be substiloleo a d a 4"OF 3/4"MINUS CRUSHED Expansion Material �GP Ilgg Right-of-Woy Varies for 3/4" leveling course for all 5--4 SAND AND GRAVEL BASE COURSE 0 p. Both nds) '(`(P LL' z ,• 51.e_..... j J sections. 4 yy Varies Varies Std. Dwg, E-1 Standard Sidewalk 2"Minimum Com acted^Grovel u Street Width Varies n SUBGRADE Std. Dwq. S-1 v p use I Varies V r:es f o Face of Curb Crowe Lip of Butler VOTES: TYPICAL DRIVEWAY APPROACH SECTION a� Flow Una CONCRETE TRASH COMPACTOR PAD j �\ 1. All driveway approaches require special approval of the City Engineer before construction. N.T.S. 2. Approach width for etondard driveways: NOTE: YONAL Residential 12-36 feet Asphalt 2,57 cross-slope measured i �G\STER SCALE NTS Joint Use 20-40 feet 3/4" Leveling Course from Lip of Gutter to Crown. Commercial 30-40 feet 1 1/2' Base Course---- I Truck 40-65 feet w/City Engineer Approval Compacted Subgrode •� 3. Special arterial street driveway approach may be allowed or required when traffic conditions arrant rapid entrance and exit movements. STANDARD SPECIFICATIONS 401 AND 405 TYPICAL UNBALANCED STREET SECTION I 4. Driveway GO pooches over twelve feet (12') and less then twenty feet(20') may have one CITY OF TWIN FALLS N.T.S. STANDARD SPECIFICATIONS 401, 402, 403, 411, 412 AND 413 p9rf DF �� (i) COnIrOCliOn joint. REVISIONS ENGINEERING DEPARTMENT CITY OF TWIN FALLS j 9 \'C 5. Orivewdyys over twenty feet (20')shall have Contraction joints every fifteen feel(15')• NO.APP A CHANGE DESCRIPTION STANDARD.DRIVEWAY REVISIONS ENGINEERING DEPARTAENT MON A 5ek 10" o -SQUARED ENDS (20'-30'driveway contraction joint shall be centered). t. cr a/o awuE 9esIpix'.To 3d APPROACH WITH NO APP DAT CHANGE DESCRIPTION 'TYPICAL STREET O 6. All driveway approaches shall have expansion material either at the bock of the curb and z _ L gutter or at the back of The approach and shall conform to Std. Space. 401.02. (If the q DETACHED.SIDEWALK e. SECTIONS driveway dOC3 0l 9%i31,expOneiOn mOle(i01 Shall go behind the Curb). 4. TWI ALL9 IDNOV 2004 3, 7. No cracked or broken sections of driveway opproaches shall be less than thirty-live square d, APPROVED: DWC.N0, q. N FAT.1.5 ID v SI feet (35 a.1.). e. - D-lA 6. APPROVED: DWG,NO.' ENGINEi:N B. -,- C-4 REVISIONS: PLAN -- U - __ 7. _ TY ENGINEER DRIVEWAY APPROACH TYPICAL STREET SECTION �o 5'-9 1/2" SCALE : NTS SCALE NTS 1"DIAL HOLE(TYP.OF 2) DRAWN BY: DATE: JJ5 02/013/08 6" CHECKED: JOB NO: CONTRACTOR NOTE ass m coal SHEET NUMBER:ER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT .0 ELEVATION VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEET TIRE: �� OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 WHEEL STOP / t3 \ SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DETAILS CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL Two BUSINESS DAYS BEFORE YOU DIG SCALE : NTS i t �p LANDSCAPE AREA 10" oO10 U Sn..� NM p ' i W 5^ �t3 BARS CONTINUOUS R �Z a �I JOINTS IN FILTER FABRIC SHALL BE SPLICED �� \ 1 F4< a w SITE --..... Nf'F '1 Z w N N AT POSTS.USE 1"STAPLES,WIRE RINGS,OR ��/�����r\� ,\ ,\ / Z a „_U '�^o ROW EQUIVALENT TO ATTACH FABRIC TO POSTS AND WIRE. 5"DEPTH OF D EX.GROUND I THROUGH JOINT d d. . 6" �2 Z 1'-0"MIN,4"-6"QUARRY 2"X2"BY 14 Go.WIRE a °.. MESH SUPPORT FENCE OR ° I ACP 1 SPACES EQUIVALENT,IF STANDARD 1" 3:1 \' '`i �o \ STRENGTH FABRIC USED 0.5 If-6"\ GRAVEL BASE COURSE 2;1 - 1�1.1r\ VA *FILTER FABRIC s_ ROW MIN - d d d SUBBASE V• A 100'MIN \ \. \\�vT� i, 7VE r 1 5 ACPD EXTRUDED CURB WITH EPDXY CEMENT 1"R � �) 4"-6"QUARRY SPALLS �` MIN.8"x1 (TYR BURY BOTTOM OF EXTRUDED CURB BERM FILTER MATERIAL IN 6'MAX. 1 5' SCALE : NTSSCALE : NTS8"z12"TRENCH BACKFlLLH CI 24' NAT VE SOILWLr POST SPACING MAY BE INCREASED 2"X2°WO 2.5"-CLASS III ASPHALT CONCRETE TOP COURSETO 8'IF WIRE BACKINGIS USED STANDAR d *NOTE: NON-WOVEN FILTER FABRIC 4°-3/4"MINUS CRUSHED SAND AND GRAVEL BASE COURSE (AMOCO#4545 OR EQUAL)MATERIAL - CONSTRUCTION ENTRANCE �� IN CONTINUOUS ROLLS. d d d a 10"PIT RUN SAND AND GRAVEL E SCALE : NTS TEMPORARY FILTER FABRIC FENCE DETAIL SUBBASE COURSE g , � $� / Z� �r\ r\� �\�r�/\ r\�r\ SUBGRADE 2 SCALE: NTS ASPHALT/CONCRETE PAVEMENT SECTION 4 1 U SCALE NTS 2'-0" 2'-6" -U» 2'-6" r6 _-2_0" 6 FINISH SQUARE 8"X4"CLEANOUT 3 ,'_g 3• I _ (- SURFACE CAST IRON - OLYMPIC B FOUNDRY No.M1007 CIL �--v2-7"No.4 barsA ;e :o each side weldedCONCRETE " 3' toangles 4"THICK CONCRETE SIDEWALK STOP REINF. AT EACH SIDE PAD2-< 3 z 7/4"x OVERLAP REINF.6"MIN.-DO NOT TIE. PREMOLDED JOINT FILLER MATERIAL WATERTIGHT Lip of Gutter CAP 12"0 D.I.CL 52 2"BASE COURSE 1/2"R TOOLED JOINT 2-12"No. 4 bars 2 Bars 3 1/2" / FIBER JOINT each Sims B Welde/dd to angles SECTION A-A 1/2"R TOOLED CONTROL JOINT. 1 2 PACKING 6"SEWER PIPE PLAN LENGTH TO FIT N.T.S. ' " _� 4' No. 4 bars 4-0 -0" . .. a 1/2 7 3/8" 45'BEND ( 7 3/8" Top of curb I ° - - - - - - a- - - - - - SEWER PIPE WYE -_ -- - -- I , COMPACTED - - - - - - - - - 6"MIN.THICKNESS t p�e __ -Fir I-1II-111 11-III-111-111-111-111-111-111-11 I-III-III-III-III-I II-III-III-I II-III-II T ' SUBGRADE. �CONCRETE SADDLE � I I m MAXIMUM SPACING IN SIDEWALKS) (50'-0"MAXIMUM SPACING IN SIDEWALKS) a-- y i W TYP. CONTROL JOINT TYP. EXPANSION JOINT Trowel Smooth i w /A 2 J TYPICAL CLEANOUT �s1 SFCTiCN B-B _ Q PRIVATE SIDEWALK --� _E_LEVA_ION N.T.S. e SCALE: NITS SCALE: NTS N.T.S. STANDARD SPECIFICATIONS 401 AND 406 ILL CITY OF TWIN FALLS� 7 REVISIONS I ENGINEFRING DEPARTMENT N0.PP DATET CHANCE S.Na Fr10N • - • a..e- l. CY L/a3 STD.,SPECS.Nm•ES NOTES: - ---- STANDARD CATCH BASIN 1.The outlet 2.. CY /98 t'DROP 9EIAIY PIP pipe shall be placed as directed. 6. 2, Pipes may enter or leave box from any direclior. 4, TWIN FANS iD DF,C. 1990 3. if,mmurn pip. size shall be twelve inch (12") -�-'"-"-""'-- -'-APPROVEU. DWG. No . diometer and shall conform to Sid.Specs, 410,02. 6. 7. CITY GNPINGIr.R,.., STANDARD CATCH BASIN LPL SCALE: NTS UJ Ir = LLI y --- -- ... - ---- -- -- - ------.- C c-) IT NOTES: FIRE HYDRANT BENCH MARK SYSTEM Concrete for manholes Std, manhole ring do cover 1. All fire hydrants sholl hove the following features: outside street sections see Std. Dwg. No. M-4 Asphalt for manhole A. 3 1/2 foal bury mnlmun, "he Gty of Tw;r. Fels bench mark{TFCBM) - _In street section ^'enif,.d b e 'B"stamped on a ! E f F B. 2 each 2 1/2 NST threaded nozzles shall 6 I ____ __ Lij C. I ¢ash 4 1/2 NST lnraaded nozzle bolt e�bon et of the fie hydrant- , war t y City Fa ces 1 I Soil '? -- Total grade adjustment Including D. Dry-barrel type 6' hydrant .._... _.._--_ _... __..._...-.- 1 I rode flogs and grout mastic not I E. Hydrants sholl be oil lubricated C'(y of in Fall bench mark tog(TFCBM) 1 ' Distance to T Tongue and r ov 90 oXCEEd 1'-0".NO more than F.Break-away proleclion furnished & inslallec by city -- '- 8" gt yy3 grade rings on new installation. G.Colors:Fed barrel,white 2 1/2'covers ;r manhole wall jdointsmshailro be soled 2' 0" H. Fire Hydrant valve shall be resilient wedge 6"min. Sewer service with Ram-Nek�or uaI 1. Mc'n valve construcllor. shall be bronze to bronze 17"max. _ connection O _ grout may be Used On ) +r` I Manhole conen or boss to brass O __ L'• - one joint for putting ;, 2 O m niim 7 « f+• In hel maximum J. Mein valve closes with voter pressure - - - the I'd to street grade. i I in height r 2•_0• NOTES: K.APpr-I of the City Water Superintendent 4 1/2"Steamer nozzle. Center of III LL 1. Standard thirty-six foot (36')residential street shall 2.Acceptable types of :ire hydrants are: 7 1/2" nonle Y T• P Future stub-out or 6" 1'-6" include two Ord one half inches(2 1/2")compacted A.Wueller Co., Model name; per 100 Fire - ay (.Doge/ lateral Connection under curs end utter. B.Mueller Co., Model name;Super Cenluden A423 1?• Sidewalk grovel boss f break-�awoy adts All chonrrels shall hove ,r°�� --------- --------- 1"R. ,,, 2. Standard forty-eight foot (a8� arterial street sections C.Clow Valve Division,Mode. name: Medallion M'n• -_ a 1'-0"radius ' . _ _Batter include six and one half inches (6 1/2")compoctac 3.The hydrant bottom flange shall be accurately Curb& guns, 3�_ "max. �� 1'• ^} ,i Manhole barrel l^TI shall 1/4"R. grovel boss under curb end gutter. leveled and plugged with o metal cop until _�_ Undisturbed I I :r• 4 D `•S varies in height 1 1/2" 3.Composted grovel base under curb and gutter for all the hydrant re placed. soil l �' set in concrete base ----- "-- .the r street sections to be determined by City Engineer, 4.A mechanical-joint valve shall he used wh'ch - Bottom flange -- - •? -- 1/4"R. 4.Curb and gutter nineteen feet(19') long or less 1 -- -T-'-- ?' sholl be tied to the main with Ready Rods if o (, requires one ezpa rsion (to materiel joint. Curb and Rev. I Coal iron valve box or Drain hole-If located in this - FZ required 6 Grout required gutter twenty'cut(20') to forty feet (40'), requires not bolted to the flange on the mole, __ ° two expansion (1) material 'oink.Curb and gutter fo•ly 5. Thrust blocks consist of the fo!:owin melak must be o area,cintler block support a Top of Balls 9 stre.t side of cur block block may be emitted.- MANHOLE BASE SECTION A-A 0.1 Ft.per Ft. /\ feet (40') and larger shall nave ex onsion material A. 1/3 C.Y,of concrete not less th., Concrete I .n n __ intervals thrust black Ucries E N.T.S. _ _�alo 4 0_base joints at forty foot{40') (sea Sld. Dwg. E-i 6' thick, * 1 o "e;"d;°,o•°;° ° and Sid. Specs. 401.02). (See SW.Specs. 403.03(6) D.a 5 bag miz which has a min, of I NOTES: tO 3"R m ° "•° for extruded curb). 3000 PSI 1. Base elevations at manhole barrel shall be the some as the _ Compacted 3/4"or 1 1/2" 5. Far concrete streets sea Sid. Dwg. C-7. 6.Concrete thrust blocks shall not cover - - ------"-'-'-"----'"--'-"-'-"'` °` r top of the highest pipe. -- ------ -;r� - -- grave.Bose to bottom of street 6. No section of curb shall be less(non four feet (4') flange bolts or dwin hole(See Sld. I °e- _. 2. Channels for future stub-outs shall be lined with plastic and ^ ---�-*' ------ - - - section (see notes) in length. r,-. ..- Sewer service ` . 7, BCckfill bel,nd curbs shall conform to section 403.03(13). Dwg. T 2). Groin sump-i/2 C.Y.of uniform •.°'^ r. < -Concrete thrust (Iliad temporarily with grout. °-" 7.All hydrant related piping shelf be rock or.gravel filled to I' . block, keep 4"-6" 3. The minimum invert elevation for stub-outs and lateral connection •�'• r t ., - - from flan e, connections shall be at the centerline elevation of the mainline :•r;: Future stub-out or TYPICAL CURB AND GUTTER SEC11ON Class 51 ductile iron I 6:above drain we.J °-°" g I pipe or of the elevation which matches the to of the lateral T \� lateral connection ��S\ONAL f Tee from v {See Note No. 6)1 PP p �r. f4;W �, F� N.T.S. 8 IfofBencor rh Mark ismovedn a fire Hordrwarkedqnt h Vain line Aire hydrant valor. Cinder clock support 4. Allrlsewer seh the rvice Ines onte of the irin ne pthe manhole rahati is hlbeebelow orb QraG1STEgE�'!(r' -must be an street Drain hole-If located in this 9 Compacted 4 .on, the Brnch Mark Tog must be Bail Tee to Cote (rang. Side of curb area, cinder block the top of the base and above the centerline of the aubgrode /� 6_0. ��\ Manhole base removed and turned into the Cityto flan N.T.S. support is required. 9 PP qe),o two(2) rive- existin Pipe TYPICAL TYPE 1 MANHOLE SECTION varies in height with of Twin Foes Engineering Deomlmenl, eighths inch r(5/8")Ready 5. Grout seal all pipes entering the manhole at the barrel. o Rods on opposite sides of 6. The contractor shall rovide all stub-outs as re uired N•T,S, size of pipe r STANDARD SPECIFICATIONS 401 AND 403 B. No used fire hydrants shell be used STANDARD SPECIFICATIONS 410, 410.02(1)(B)i) P 9 without written permission of CitPIPe from tee to gate ore by the City Engineer. STANDARD SPECIFICATIONS 408 if XO CNN OF TWIN FALLS p CNN RI 'TWIN FA O DF REVISIONS ENGINEERING DEPARTMENT Engines No cracked,broken, cry squired, REVISIONS ENGINEERING DEPARTMENT 7. The CconforE boSE9 o er sham may be 0 fYe(6) bag mix REVISIONS CITY OF TWAR FALLS 9 (C NO API DAT' CHANGE DESCRIPTION p ENGINEERING DEPARTMENT MQ $t1' NO.APP DAT CHANCE DESCRIPTION delecliVe fife h drams Shall be U9eC. and aOnfORn t0 all other standard CODerete specifications in NA• v STANDARD No cxeNCE aesaRmrmN f. CY 2 92�AM1'" 8.5" GRAVEL STANDARD 1. CY 3(9 CHANCED 3.IY.DISTANCE the General Notes. 2. CY B 9 ADDep_NOTE 5. CURB AND GUTTER z.cFnjn ADDF.DTMR'U9f BLOCK FIRE HYDRANT e. Preformed manhole bases may be used by submittingQ shop- t. cY as ADDED NorE a STANDARD 3. GY 9 ADDED NOTE 6. 3. CY 5 0 2 MIN.TO 3"NIN, & VALVE BOX drawings t0 the City Engineer. All deviations from this E. GY 96 TOP OF EASE NOTE TYPE 1. MANHOLE TWIN FALLS [D drawing must be clearly noted. a. GY 96 ADDED NOTE 9 4. CY B ADDED NOTE T. TWIN FALLS.ID D„C. 1980 M1. CY la 0E OWi1D iIIR.9!I(.UAef4 P.II.VAL g y 4. GY 96 ADDED NOTE 10 '1'wIN P' DE T. GY 93 si SPECS.NOTES APPROVED: UWC. NO. 5. CY 2/0 9'MAx.TO 0-MAX. APPROVED: DWG. NO. 9. Manhole steps Will not be allowed. 6. GY 00 ADDED EASE DIY 6. APPROVED: DNG.NO. 6 CY 9 CHANGED 44 TO 48 6. GY')0,ADDED NDTF,9 10.When using offset manholes the lid and ring shall be on the / e. OY 0a RIG.e'EA9S 7'O 9• C-3 -- - F-1 up stream aide. 1v1_1 REVISIONS: 7 GY 1%9B hDDED d0303j9),TO X, --_-CITY,CNCINEER, _ ]. CY 9/a,Ciic.NOTE l-C. CPfY L^NGINEER T. CITY ENGRiEER CURB AND GUTTER TYPICAL FIRE HYDRANT TYPICAL MANHOLE io SCALE: NTS SCALE: NTS SCALE: NTS DRAWN BY: DATE: JJ8 02/08/08 CHECKED: JOB NO: CONTRACTOR NOTE °A M-42.041 SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT . I VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED i ONE-CALL NUMBER UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY I SHEET TITLE: OTHERS.WE ASSUME NO UABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DETAILS DETAILS CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. °"',,] CALL TWO BUSINESS DAYS BEFORE YOU DIG POND BOTTOM ci g g g o0io 0 mhd Z •o•0.3 00 ,ri vi co Plant Mix Patch Mot'I. 6'mox. mechanically W o 11 0 0 compacted to 95% max. density (See Sid- Dwq.T-ie for conciele street and Std. Dwg. Took Coot S-4). (Not roq oeir for grovel surface). ,� II-f1-III ill BACKFlLL o,�2 U o Tack Coat Exist. Asphalt *!kfiIDlx,.1.,aI iti face material Existing surface moteriol '° �1= �I� -� �I o P uO Existing Ground Existing Ground 7 LI1- > 2omin. (Sae 9 - FILTER FABRIC y�s n to 7 Exist.ease Material I x t�O o 10'0 CORRUGATED° PERFORATED HDPEO r £ L ro v r o. £ E f a a° NATIVE SOIL PIPE AT 0.0%SLOPESee Nole No. it e' c oo £y o v:,,Gravel Bose Course ;•:. v 'E ; E � •E 6"moximum c o o c backfill material oIa£D ° FILTER FABRIC-MIRAF U 6"moximum 1',•0) W £ 10 u o°o'v 7o m -j£Lt t N"'• 140 OR APPROVED EQUAL f y backfill material £° `o Sid. trench _r o Std. trench , ���s�o '� 6W r mill, Std. trench mill, o uE > width ° `N > Width ; gg _ x u UNDISTURBED _ ( NATIVE SOIL GRAVEL BACKFlLL Y TO 3" I s width a _ _ - - i i.�/� ��/� /n 1 -�--' 3 4 mox. bockfil' of o Up o£ To 3 4 max. backfill L�,E- T 1¢ 3/4 max. bncok�ll m gSe s T VARIES PE PLA HED ROCK FOR DRAINS ORat'I. om a- - ¢, H . u o of E5 BETTER'. 1 o o A H a ^' -I E o 0 o e 36°PERFERATED HDPE >°�� mE°N' ?.�" G ✓£ > .. O '° u'"£ (EVENLY SPACED)NUMBER OF SECTION A-A �E 1'-O"min. or exist. I Bedding shall be shaped PIPES PER PLAN. base thickness, win h to 10% pipes overall ever is greater. height (see Std. DW9. TYPE I "T" TRENCH SECTION T_lA) TYPE II TRENCH SECTION TYPE III TRENCH SECTION N.T.S. N.T,S. N.7,S. 36"PERFERATED HOPE(EVENLY CATCH BASIN FLUSH GRAVEL BACKFlLL 2°TO 3° C SPACED)NUMBER OF PIPES PER PATH POND BOTTOM WASHED ROCK FOR DRAINS OR l0 NOTES: PLAN. BETTER 1.AN work in public traffic ways is subject to approval by the City Engineer, 10. Water crossings that are within eighteen inches STANDARD_TRENCH, WIDTH d He sholl be notified one day before any excovO6on is started. No backfill (18") of the edges of sewer pipe Shot have 3/4" - 6" pipe = o Sh011 be placed until on Inspector is available to inspect and test the the non-portable line encased with six inches - 2 + pipe diameter backfi I mate'°. (6") of con crate ten feet (10') each de of 8" - 10' pipe 3.0' _ 2, Type t 'T' Trench Section shop be used when crossing a public Of private the water line. See Standard Specifications 12" - 16" pipe s 3.5' CLEANOUT PER DETAIL / u'- '-"T rood, street or drivewa section. A road, street or drivewo section is 410.03(5). o U t U ' L5' pipe = 4.0' "'. A y y18" 21" PP y defined as the area under an existing asphalt Or gravel surloce Plus four 1f.Grovel base may be three-quarter Then (3/4") 24"- 27"pipe 4.5' 6/C7.1 IYP. feet 4' beyond each edge of the asphalt or ravel surface. max. on a thirty-six foot (36') wide street or 30" - 36"pi 5.0' (J - t✓.- -� �-%` t--� `-- U r 3. Type II Trench Section sholl be used between the edge of o developed less, olherwie t Shol'l. be one one-half O; t /`c''/ x"' >zr" ` c` ' / rood, sheet or driveway surface and a line running porallel with and ten inches (1 1/2) max. Standard Manhole = 6.O' J feel (10') from the edge. A road, street or driveway sho11 be considered J ( v-:.,rJC_,.n(u}C:/ -t (a`y _-1 � "�C�"J��♦ "T t� Q developed if it is graded and open to public Or private travel. r - _ - `�-} `-��`" 41 - `--1 PLANNLESS NOTED ON 4. Type III french Section shall be used outside of any type one or type two STANDARD SPECIFICATIONS 409, 410 AND 412 �p/ D ___ ';i '"t _ OYCOS. C[TY OF TWIN FALLS F- -�rg4c^�,gh �w'yv YI $. Rock 8hp11 be exCOVOIed l0 at lea St standard !ranch width. REVISIONS ENGINEERING DEPAR'TA1ENT j S 6. "T" trerch need not be constructed for trenches less than seven inches(7") NO APP AT CHANCE IF ON f'r n}' '/ T - (-. t.,)' >;_ _, )f 4 _Y �� ID i® AT 6z in width. 1. GY 94 ADDED N01E 10 STANDARD 4 x Ct 7. The Plant Mix Section shall be two inches (2") more then existing but it 2. GY(96 TACK INSTEAD OF PRIME WRENCHING DETAILS pp �_ .A t __ , need not exceed six inches (I in depth. 3. GY 190 DELETED N0'L T 10"0 CORRUGATE P.`/ ,, r. ��>.`� '-�-''j�1>_;' r,`--rl ;r"`, o _i"� �i 13 g _.__� -TWIN FALLS ID DEC. 1990 /� jam.{ sy_J1-s4r.JvL �..- ) \ f 8.AN trenchln shot: conrorm to OSHA's revised standard for excavation. 4. GY 9T ADDED N01E it PERFORATED HDPE - �°" ' 'h9 - -/ lG�S' 5, CY 9T CHANGED_NOrF._T APPROVED: DWG. N0. � �•`^�-�+•*��- � -- ------- PIPE AT 0.0%SLOPE e. CY-`00 10.-'NON-POTADLE' rtr-1 ..__._...-. I L 7. GY u 00 CHC.l.0'TO 2'+PIPE OU._^.,CITY„ENC,�t�BE[2 A 50'UNLESS NOTED ON PLAN TYPICAL TRENCH SECTION � SCALE NTS STORM INFILTRATION GALLERY SCALE : NTS NOT USED 4 SCALE:NTS Z NOTES (SEE NOTE 2) 1, AA fa Comma may be zinc plated,galvarted or steimess steel.A11 0 steel angle and tubular Steel She$be twt-raged,high carbon steel, USE ATTACH.-it-a E' (11 a9'•tax 1 LA' pMRted Of galvan Zed. 9re9.HE"BOLT OR IZ)FurwASXEas w 2. Install one lightweight Type A Low-InteMiry flashing warning light ATTACNMEM ® ORANGE ANDYMire On Me imHle 9MB of the bartkade.IMtell Nro A L¢W4nten H)teeonASHER {yam gERFwTg�SNEEDNG Tim TREAD DIM TO MEET EDGE OF ASPHALT I TAK'A' ® (1)eAl'-19 STEEL E@ gashing warm,.I gnu per DeNiea rj when the barAeadea aze used HIX NUT ITYP) 1 OREISEE N'I mdosearaedway Al@cn Cite 1ph'lc tie ban(rede ecmrd Og to UNIFORM BUILDING c, the Clbpl manufacturers recommendations or use the details shown REQUIREMENTS � : '� ' Q .a''t, � Q a9•Aex PLYWOODPANEL a w' SOG&REINF PER PLAN . , V z .e'o Top aP_Rz;ADE 3. Skfpes on barricade mile shall be abemalrEg orange End white a a a p_ c A Z _ 0 o SUPPORTAWLC t ratromflao ve stnpes(sloping downward at an angle of 45 degrees °0 0 '-yl n�: • in the direction traffic Is to pass). �/J ®'• 0 9. a s••W,l lrrx t mrx iT I" e o J tit, sreELANOLE 4. The Type 3 baMcade design shown on this plan meets the crush F S X .� test requinum nu of NCHRP 350.Alternate designs maybe ap- U 'f1 y.y:, T '' "•I- 1� -J SANDBAGS AS Reouino fn A. 0 4® proved t they conform to the NCHRP 350 crash test criteria. 1 z z �' III -I`%- a d,a b.fj e 8... Q To eTA9AliE BASE rY p� 24° 1 SmAit de LEGS t•a 1 iM x 11n•x 11e, 5. When a sign is mounted on the bamcade,it shaft be smady bolted 9 w 1fT x tib t9 1 B'DD Q p LL STEEL ANGLE to at least Nro plywood panels The lap of the sign shag not be \ WARNING LIGHT ATTACHMENT DETAIL ,• higher than the top papal of the bamcade. o - °° I 0 z •`'�.a 6.When sandbags are used in heezing Weather,Urea fertilizer shall be ¢ w III- 1.5' 2' q, mi d with the Send In a quBntry to Dreeent the sand fr..heazing. W p xr x sy� 2 EA. 3 REBAR DOWELS s• r T-UlAR areal ^ G x 12"LONG. CL mxY%2'x IMIUeIIIAR STEELYATH PRE•OmLLED WANNING"T STEEL ANGLE -- 01B'0C EW ST, ATTACHMENT 1R (ryp,) ✓ Z _ T TOP ae Mq@LADE y.l I aUPPDRTANGLE FRONTOF _= 3/4'KEY 3.0'MIN J IuwNGaE io .III:"- TO SWALE GUTTER rr OR1LM ,Ir aWd HOl ES THROUGH e'xTxT #4 0' BMRIGGESUPPORTANGLE h TUBULAR STEEL (2)pT BDT nl In-� MII-v 9 -STIFF FkeoLr ancwnLv pcP APru12' Q I t+ l2)FIAT WPSIIErt9 ANGLE RESTS ON $TEFL HFX BOLT �� 33 d' 1 TOP OF 9pLT1 F 9. d I L` p J 1 YC-105TEet HEX A'-O•MIN..T-tl MAX II }��IV' (A FUT MMSHERS I'�' / 2' a `/ �I'©'1' u NUT(TYP) 1 (1)Sra•-16 STEEL NUT PORTLAND � Y•e•I --1 e•RYp.I 1_,+1t CEMENT W� LLI NOTE: CONTRACTOR TO INSTALL PIPE RAILING TO MEET CONCRETE m ATTACHMENT DETAIL"A" -j t-'" ;" € UNIFORM BUILDING CODE REQUIREMENTS AND PAINT(COLOR BY OWNER). T® i L DETAIL"C" STEEL ANG TO 6 STAIR DETAIL � CURB INLET B•xf trlx 11Rx11T ATTAGMEm y` LE P OFaAA -- RkADE e. 'o• `� �..le suPPORT-OLE a•--� /� b SCALE: NTS SCALE : NTS CWLLTHNEE -� L DRILL TNtl ta'DIAM HOLE$"Note"' Y t?OIAlA HalES BAmative&JPPORTANGLE I 6EE DETP4'C' F B'•C V` STEEL NEC BAIT FUT WASHERS ELEVATION SIDE asr.N t2) '1)NVT(TYP.16 reEL III TYPE 3 BARRICADE EASEMENT EASEMENT o ATTACHMENT DETAIL"Ell LINE UNE 72'EASEMENT H CENT RUNE TYPE 3 BARRICADE 36' Q 11.5' 11.5 SCALE : NTS 48'FOC TO FOC 5.5' 6' 6' 5.5' SIDEWALK PLANTING STRIP 6" 24'NEW PAVING 24'NEW PAVING 6' PLANTING STRIP SIDEWALK a 1.5' 1.5 a 2% 2% .5' EXISTING GRADE .^ 1-U "' "I I la'I I I rl I IT-I I-I i I I I I I I-1 I I-f�l�-=1 NEW DITCH BOTTOM IIII - III L -I - 11 u-l III -f j 1� III III-_ 1_ I_I=-n I_ III- a �rgtONAL fyCy i I�111 VERTICAL CONCRETE -I�I- tl " VERTICAL CONCRETE 1 c�Q�GISTfq�O 3:1 MAX. CURB AND GUTTER �11 III IIIll-111�1 ll -fi"�T Ill "-" CURB AND GUTTER 8" 3"ASPHALT s MIN. 2"r MINUS LEVEUNG COURSE 09TF OF V�P� RIP RAP IF REQUIRED,SEE NOTE 2. NOTE: 9'lr BASE COURSE gMDNA S�'�'C F / ROAD SECTION CHANGES FROM 5+00 COMPACTED SUB-BASE TO 98%MAX.DENSITY 12"MIN TO 6+29.SEE SHEET C6.0 FOR ASTM D-698 TAPERING TO EXISTING ROAD. NOTES: REVISIONS: 1. DITCH SHALL BE SLOPED AT 1%MIN.SEE GRADING PLAN FOR KEY ELEVATIONS. MEADOWVIEW LANE ROAD SECTION WITH SEPARATED SIDEWALK �e1 2. INSTALL RIP RAP(WELL-GRADED,2'TO 6" SCALE NTS DIAMETER ROCK)WHENEVER DITCH SLOPES EXCEEDS 10%,RIP RAP SHALL BE 1'DEEP AND BE AT LEAST 4'WIDE. CENTER RIP RAP ON DITCH. DRAWN BY: DATE: Jis STORM WATER DITCH CHECKED: JOBNO 1 SCALE NITS CONTRACTOR NOTE °As M'42•041 SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT ONE-CALL NUMBER a / VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTITLE: OTHERS.WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DETAILS CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS BEFORE YOU DIG w d 36'-0" G I SETBACK -- - -- -- - --�5E$A CK 1 1 1 I I y a w m 'd WHERE OC URS I CITY OF TWIN FALLS d ° a I ROADWAY AND UTILITY El SEMI T G B"CMU W LL (UNDEVELOPED MARIA) c• d �{ LOCATION D SIM. ,_0• ' e d G °: d ° �11 - - - - - - - - r�. a.... N89.10'20"W 650.80' d -.°d - a d 6'-0"TA 8" SPLITFACE CMU a' a WALL TYP SIDES ' d SEE DETAI 8 A5.4 ACCESSIBLE SIGNAGE d / O 3/4"=T-P R BUILDING 500 0) BUILDING 600 2222 \\A\ 322223 33 - a,3 �2z2 10 6-369 c 6"PIPE B LLARD 6"P.OF 2 SEE DETAIL 3/d.1 8"CMU WALL 6 I o p o LOCATION®SIM 5 y 1s to 6. A to 5-36, ti C7t 3 HEAW DUTY GATE ' BUILDING 400 HINGE(TYP 3 PER GATE) ! �--'�� I - 4 24 m O to U N F GALV. AR EN POST GYP ILD B O.C. 22U - ; I 15 SIMPSON T2 2%4 CEDAR �F L U!Ydgg'11 A PIPE GRIP ' j TIES(TYP) NAILERS(TYP) III 10 S TYP. TRASH ENCLOSURE gIUNITY 7 4 2 3� 5PLI 120 ° 1 88ML'SW 20=0" 24=0" 20'-0" J�2 A rNn wn PLAY AREA -6 ¢` o 12 rF-- 15 5 IU� 7 zosa o:a,s e. 42241NG 300 Z 4.71 gCre 7 " CLOSURE 6 JT I 8`360 G b -- SH -12"-CONCRETE NI 14 15 ° 1 EN OSURE O FOOTING(TYP) I W 5 FENCE DETAIL 5-359 I � �"°8°365 �i�s NG 36z 8 Uj z cn - - - - I J -L LL 403,3]Bocres ft.- -- -_ LOGO ! Q Z �{iH lI/tniti r9Ccess IQe�nivmd (�tSCes• W a S1 TE PLAN Timberlake Village 7„=30'_0" C /1AaXrLWtJa. s��` I•sf8 C � � � `� � z an Apartment Community - J -Q m :D W PARKING REQUIREMENTS KEY NOTES O FLAGPOLE WEDGES METAL COLLAR 1. EXISTING PROPERTY LINE. Y 2 SPACES PER DWELLING UNIT REQUIRED 1 SPACE PER 300 S.F COMMUNITY BUILDING(COMMERCIAL ADMIN.BUILDING) GRADE SLOPE TOP OF 2. NEW PROPERTY LINE. CONC.AWAY FROM POLE 53 DWELLING UNITS 67 X 2 = 134 REQUIRED SPACES 3. REQUIRED FRONT SETBACK. CONC.GROUT CAP COMMUNITY BUILDING 313OS.F./300= 11 REQUIRED SPACES MONUMENT SI GN - TOTAL= 145 REQUIRED SPACES 4. REQUIRED SIDE YARD SETBACK. SLOPED TO SHED .4 WATER 6' ° -I I i TOTAL=162 SPACES PROVIDED 5. REQUIRED REAR YARD SETBACK. Q 6"-GALV.STEEL PIPE 1/2"=1'-0" - a NOTE: FILLED W/CONC. PAINT METAL 6 TRASH ENCLOSURE SEE DETAIL 01 INSTALL STEEL o YELLOW 1/A._ 1 0 SIM.PRIVIDE SLEEVE f CONC.BASE 7. STONE MONUMENT SIGN,SEE DETAIL 6/A1.01 I PIPE MIN.8"FROM / e�. I i AND PADLOCK FOR REMOVABLE FACE OF CONC. BOLLARD LIGHTNING ROD POLE CAP DRY SAND • I o I _ ( 8. STAMPED CONCRETE LOGO TYP. GONG.PAVING SLOPED - O AWAY FROM PIPE - I e'• I I I- 9. PIPE BOLLARD SEE DETAIL 3/A1.01 LL WEDGES •ALL ACCESSABLE ROUTE 10. 10'-0"WOOD SHED WITH 6'x7'OVERHEAD DOOR. 11. FLAGPOLE. SEE DEAAL 7/ALOt. I I-III-I I `° I -I -I ° _ -III III-I . III=III-III- I `� B HANDICAP UNITS 12. ACCESABLE SIGN SEE DETAIL 4/At.01 III I 13. STEP FOUNDAnONS. UNITED STATES FLAG I I . I I I - J7.IL I I ALUMINUM III T GH118 CONIC.FOOTING FLAG POLE U NG PROTECnON GENERAL NOTES II M FOOTING DETAIL 0 X 9"REBAR THRU 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EXISTING UTILITY LOCATION PR f O IOR o 11 III I 3/4 TO EXCAVATION. - I- PIPE&WELDED 2. CONTRACTOR TO PROTECT EXISTING UTIUTIES,ROADS,STREETS,AND STRUCTURES AND N 3',0"®APPARTMENT BUILDING REPAIR BACK TO ORIGINAL CONDITION WHERE REQUIRED TO MATCH EXISTING. GRADE 6'-0"®COMUNITY BUILDING 3. COORDINATE ALL SITE WORK WITH CIVIL DRAWINGS. BOLLARD DETAIL ° -0=3141 V 0 REVISIONS: ~ FLAGPOLE FOOTING - 2-0' SEE DETAIL 8/A1.01 SURFACE MOUNTED W/ FLAGPOLE BOLTS AS REWIRED BY MANUFACTURER ppp I DRAM BY: GATE GKS/J : GKS/JRM 8I07/06 CHECIV=D: JOB NO: T.R.W. 2006.02 SHEETNUMBER: A1.01 SHEETTITLE: SERPENTINE BIKE RACK SITE PLAN &i:1 =1'-O" r7�oo � r6'Fa'Ct NI9n`Fmu'OfWicaY W.F'—r _� �— r _._ rA.� N N IY r r r r W r r r r r r r +• r -y�,P"r 6;Fool Njgh Gepce�jyjCal W r r—T__r r r .� W = � � "'17�Y Istixi r`r r r r r r err r`rrr`rrr r` r`r •rr rr rrr A� I r r rrrW rW .rr`.`r r� BUILDING 500 ` rr r r p\\p\Nplip r `r r� rr` r 32223G600 rW'�IF' 2222 r rrrr" r `rrrr r rrrrl C`rr �22z r 10 r r r B *SUS ` rr rr 0 r r r sT.Jo 'Sr II r 4YORi r C MMON _pANESE BARBERR ` lrr`r 6 M WRMWO D �rrrrr BU RFLY 1 `rl r r r B R HAR . POTE TILLA OO D 15 1 C JU IPER 5 BUILDING 400 `r l c RM r r r JAPANESE BARBERRY SIT OLD 4224 `r 'a r r` BUTTERS GOLD COMMON JAPANESE ARBER Y POTE LLA r r l d a I r r r r ` OTENTILLA WORMWOOD COMMON 6 r J WORMWOOD 1ARHACOMMON BUNIPERRBOR r WOR WOOD JAPANESE BARBERRY r`I Uggi C` BUILDI 8 BA R rr r rr r rrr rrr rr rrrrr`r r r JUNIPER 22 15 5 rI SUTTERS GOLD POTIN-ILLA ] 3 BUTTERFLY 6�a ant Naagw r r r r ►` `r`r r r a F r r"I ®Q an r r r �r`rrrr� r r r r r r r 10 JAP NE B RBE Y r I a s Fwd HI r r�r r r r r ` r. I W r r 1 $ R GDL yJJ�I�� r r r r ` TENTI A ` W r•d13e•r r I r r ROOMUNITY 4 r`r r�r r re r r COMMUNITY r ®r rf 7�• r r rptwwa r r BUILDING r r r r BAR.HARED r UmkM Ex Nm N t r�r `� JUNIPER r 6'Ft Wgh F r Tgkd. r BAR HARBOR r - �' JUNIPER r l 7 r 15 JAPANESE BARBERRY C`r r` rr b t2 � COcow MON � B22 • DING 300 r I C WO MWOOD $UTTERS GOLD ] G COMMON r COMM N Wr WORMWOOD WORM OD TTERS GO ST.JOHN'S ST.JOHN'S POTENTILAA �-r TENTILLA T C MON O C r r BUTTERFLY r r l U ST.JOHN'S W R�N WO MW00 PO N��GOLD JAPANESE BARBERRY r I r r WORT • JAPA ESE B R ER Y POOTEN S GOLD U L JA ANESE BARGE RY R HA BOR 14 R L Nil 0 r r 7 ❑ yy `V 15 V r r r JAPA SE B BERR R •r r r l r r r MON JUNIPER r ORMWOOD r r I '� JAP r ES A B RRY 1 0 B �NG100 rr r�r :r w C 2 0 r . 23 BUILDING 200 ` r r r r r rI- 2332 r r� BOIL NG 900 r` r r r r r Q ❑ 2F22 F r r r r r r r r r J Moii 6 r r r• rrrrr.`rr�rj pC z r r r�`r r r � 6'Tool Nlyh Fwws Tpkd. r r r��r�e r r r r r r r`r r r r r r`r r r`r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r I U D 1�1 ♦_r�r—� �—�r_s �_ �_ r—* r r r r r r r r r r r`r`r r r r r r r+6'Feat High+—•Srpkd. r r r —r r�r�r . �_ .+—r. . ... ..._� _� .•.- - �_r-- - - - - - - - - - - - - - - - - - - - - - - - - - J 5 ® C� GENERAL NOTES I- W Y LANDSCAPE FLAN 1. CONTRACTOR TO FIELD VERIFY PLANTING IN EACH SHOWN PLANTER LOCATION. M 2. PROVIDE IRRIGATION SYSTEM DESIGN IN ACCORDANCE TO PLANTING REQUIREMENTS AND 1" c 20i_0 D SPECIFICATIONS I� O LL PLANT MATERIAL LEGEND LL Q TREES: 2" CALIPER SHRUBS: 2 GAL. NOTES: DECIDUOUS TO BE 15' TALL �wy6� A. 2"DEEP SHREDDED BARK OVER WATER PERMEABLE WEED BARRIER EVERGREEN TO BE 7' TALL C79) RED LEAF JAPANESE BARBERRY FABRIC AT ALL PLANT BEDS. �MI� ((Berberis thunbergii Atropurpurea') 4'-6'tall &wide B• TREES&PLANTS TO BE LOCATED AND APPROVED BEFORE PLANTING. (7) AUSTRIAN BLACK PINE (67) COMMON WORM D ADJUST AS NEEDED TO AVOID CONFLICTS WITH IRRIGATION SYSTEM. (Pious nigra)40' tall, 3"-6"needles 1D (Ar emisia aInthlum 24-4' tall, silver—grey leaves C. STOCKPILE NATURAL TOPSOIL ON SITE. D. QUANTITIES NOT SPECIFlED TO BE DETERMINED BY LANDSCAPING �6) SCARLET MAPLE (19) ST. JOHN'S WORT CONTRACTOR TO CONFORM WITH SPACING REQUIREMENTS. Acer rubrum) (ypericum frondosum) 12"tall,24"spread, E. IRRIGATION SYSTEM.TO BE UNDERGROUND AUTOMATIC SPRINKLER WITH 40' tall, 20' spread, red twigs semi—evergreen shrub,wide yellow flowers POP—UP HEADS,ANDVAUTOMATIC TIME CLOCK. SYSTEM DESIGN BY ((58) SUTTERS GOLD POTENTILLA CONTRACTOR FOR FULL COVERAGE OF ALL PLANTING AREAS WITH NO ((21) AMERICAN SWEET GUM Q (Potentillo fruticosa'Sutter's Gold') SPLASH BACK ON BUILDINGS OR STRUCTURES. to(Liquidamber styraciflua 'Festival') tall,3'spread,yellow flowers F. EXISTING TREES TO HAVE NO PAVING WITHIN 5'-0"OF TRUNK TO to 60'tall, spread to 25' 50) BAR HARBOR JUNIPER PROTECT ROOT SYSTEM. PRUNE TO REMOVE DEAD MATERIAL&INSTALL on t~i as ��Juniperus horizontalis Bar Horbor)12'tall,10'spread FENCE AT DRIP LINE OF TREES DURING CONSTRUCTION w�' ((17) FLOWERING PLUM G. LANDSCAPE MATERIAL PROVIDER TO CERTIFY THAT ALL PLANT w c5 (Prunus bleirelana)25' tall &wide MATERIALS ARE FREE FROM DISEASE AND ARE NOT TOXIC,POISONOUS OR `j �a o: purple leaves, fragrant pink flowers � 39) BUTTERFLY BUSH �d 25) IRISH JUNIPER 'Ve7�Buddleia davidii)4'tall OOTTNS SSE A NUISANCE TO A PERSON OF AVERAGE PLANT ALLERGY a �J2 n2erus chinensis"stricta') NOTE: OTHER PUNT SPECIES MAY BE SUBSTITUTED BY LANDSCAPER IF \ €u! 12'_ipe tall dark green, narrow column PLANT SIZE&SPREAD IS MAINTAINTED AND LOW MAINTENANCE,DROUGHT TOLERANT,WIND RESISTANT SPECIES ARE USED. REVISIONS: W W W W • W SOD DRAWN BY. DATE: W J W J GKS 12f28101 CHECKED: JOB N0: T.R.W. W001 12" DEEP "WOOD CARPET" SHEET NUMBER: ENGINEERED WOOD FIBER A1.02 SHEET TITLE: LANDSCAPE PLAN BUTTERS GOLD SUTTERS GOLD POTENTILLA COMMON BUTTERFLY POTENTILLA BUTTERS GOLD °vi,e N ry BAR HARBOR JAPANESE OD BAR HARBOR BAR HARBOR JAPANESE WORMWOOD COMMON BUTTERFLY COMMON POTENTILLA Vj °O 0O JUNIPER SUTTERS GOLD JUNIPER JUNIPER WORMWOOD COMMON JAPANESE JAPANESE a w SUTTERS GBARBERRYOLD POTENTILLA BARBERRY ST.JOHNSS JAPANESE BAR HARBOR BAR HARBOR JAPANESE WORMWOOD WORT SUTTERS GOLD R ER Y JUNIPER JUNIPER BARBERRY POTENTILLA BUTTERFLY BUTTERFLY BUTTERFLY POTENTILLA SUTTERSGOLD BUSH SH BUSH • POTENTILLA JAPANESE JAPANESE + BARBERRY BARBERRY JAPANESE LJ JAPANESE BAR HARBOR B R BARBERRY BARBERRY JUNIPER SU RS GOLD L AR H RBOR BUTTERS GOLD2 BUSH 6U • MMON B TTERFIY BUTTERFLY BUTTE FLY JAPANESE PO NTILLA UNIPE ST JOHNSS POTENTILLA RMWOOD SUTTERS GOLD B SH COMMON JAPANESE WORT SUTTERS GOLD ST.JOHNS' POTENTILLA WORMWOOD COMMONRAPRFPRY POTENTILLA SUTTERS GOLD BUTTERFLY COMMON JAPANESE ST.JOHNSS RT WORMWOOD BUSH COMMON BUTTERFLYPOTENTILLA BUTTERFLY WORMWOOD WORT JAPANESE Sr.JOHNS' BAR HARBOR BUSH JAPANESE WORMWOOD JAPANESE BARBERRY COMMON BUTTERFLY WORT JUNIPERHA JAPANESE BAR HARBOR WORMWOOD JAPANESE BARBERRY JUNIPER BAR HARBOR JUNIPER BAR HARBOR 0) SUTTERS GOLD SUTTERS GOLD JUNIPER POTENTILLA POTENTILLA BAR HARBOR - C JAPANESE COMMON BAR HARBOR BUTTERFLY JUNIPER BAR HARBOR BAR HARBOR BAR HARBOR JUNIPER COMMON BAR HARBOR BUTTERFLY JUNIPER d BAR HARBOR COMMON JUNIPER SUTTERS GOLD JUNIPER BUTTERS GOLD BAR HARBOR JUNIPER USH 9 JUNIPER WORMWOOD POTENTILLA POTENTILLA BUTTERS GOLD JUNIPER SUTTERS GOLD r�1 SHRUB PLAN BLDG.2332 SHRUB PLAN BLDG. 323323 POTENTILLA SHRUB PLAN BLDG. 322223 POTENTILLA o 0 U U NTS NTS NTS BUTTERFLY SUTTERS GOLD JAPANESE BAR HARBOR JAPANESE POTENTILLA SUTTERS JUNIPER COMMON WORMWOOD JAPANESE - SUTTERS GOLD COMMON WORMWOOD POTENTILLA L SUTTERS GOLD BARBERRY POTENTILLA JAPANESE COMMON WORMWOOD JAPANESE SUTTERS GOLD COMMON WORMWOOD OQ© ppgppRRy POTENi1LLA BUTTERFLY BUTTERFLY PUTTERS GOLD JAPANESE BARBERRY BUSH BUS POTENTILLA /�"""""` JAPA BARBERRY POTENTILLA JAPANESE ,! JAPANESE B BARBERRY C COMMON L L - WORMWOOD COMMON WORMWOOD SU RS GOLD BAR HARBOR f3 BAR HARBOR PO NTILLA ER JUNIPER UNI BAR HARBOR SUTTERS GOLD SUTTERS GOLD JUNIPER AMERICAN POTENTILLAJAPANESE JAPANESE POTENTILLA CRANBERRYBUSH _ JAPANESE BARBERRY BAR HARBOR ST.JOHNS' JUNIPER ST.JOHNSS C BUTTERFLY W WORT ST.JOHNSS WORT HN'S BUTTERFLY COMMON BAR HARBOR /+ ��ryry BAR HARBOR BUSH 40 0 q JAPANESE BAR HARBOR WORMWOOD JUNIPER 3` V'�' JUNIPER BAR HARBOR BUTTERS Gfl BAR HARBOR JUNIPER RAFUNIPER TI GOLD POTENTILLA JUNIPER SUTTERS GOLD O POTENTILLA TTERS GOLD JAPANESE POTENTILLA POTENTILLA JAPANESE BARBERRY BARBERRY JAPANESE JAPANESE 1 BARBERRY BARBERRY C) SHRUB PLAN BLDG. 2222 (500) SHRUB PLAN BLDG. 4224 SHRUB PLAN BLDG. 3223 Uj NTS NTS COMMON WORMWOOD NTS _ ._ . .. _ ... . . .. W RAP HdRROR / RAP HARRn SUTTERS GOLD < POTENTILLA COMMON WORMWOOD ILL SUTTERS GOLD JAPANESE BAR HARBOR BAR HARBOR < Z JAPANESE BARBERRY POTENTILLA JAPANESE "TTE COMMON WORMWOOD JUNIPER JUNIPER 0 ` JAPANESE BARBERRY COMMON WORMWOOD l�J�• s COMMON WORMWOOD R ERRY BOR ST.JOHNS' BAR HARBOR WORT JUNIPER a + . 1 PUTTERS GOLD POTENTILLA SUTTERS+ BUTTERFLY POTENTILLA GOLD ST.JOH S SUJAPANESE � BUTTERFLY >. , BUTTERFLY WORT P 'UTTERS GOLD POTENI'LLA J SU IRS GOLD - SUTTERS GOLD JAPANESE P NTILLA ORMWOOD 'UTTERS GOLD POTENTILLA BARBERRY JAPANESE rn W POTENTILLA BARBERRY ® m OLD BAR HARBOR COMMON WORMWO CO MON WORMWOOD O POTENTILLA JUNIPER ST.JOHNS [� _ D BAR HARBOR BAR HARBOR U. JUNIPER JAPANESE JAPANESE JUNIPER JAPANESE BUTTERFLY BARBERRY BARBERRY BAR HARBOR JAPANESE BUTTERFLY JAPANESE BUTTERFLY JUNIPER BARBERRY BARBERRY SHRUB PLAN BLDG. 2F222F SHRUB PLAN BLDG. COMM22 SHRUB PLAN COMMUNITY BLDG. � NTS NTS NTS LL SUTTERS GOLD JAPANESE JAPANESE POTENTILLA BARBERRY COMMON WORMWOOD BARBERRY PLANT MATERIAL LEGEND COMMON WORMWOOD SUTTERS GOLD POTENTILLA L_-- TREES: 2" CALIPER SHRUBS: 2 GAL. NOTES + + DECIDUOUS TO BE 15' TALL A. 2" DEEP BAR HARBOR FABRIC AT AI JUNIER EVERGREEN TO BE T TALL (79) RED LEAF JAPANESE BARBERRY y ((Berberis thunbergii 'Atropurpurea') 4'-6' tall & wide B. TREES & Bw 2 a= 7 AUSTRIAN BLACK PINE ADJUST AS N yr� ST.JOHNSS �.. 67) COMMON WORMWOOD Plnus nigra) 40' tall, 3"-6" needles a t C. STOCKPIL ��e 4 3t BUTTERFLY surrERs coLO woRr �Ar emisia absinthium) 2'-4' tall, silver—grey leaves �� mt COMMON WORMWOODPOTENTILLA D. QUANT1111 N < 6) SCARLET MAPLE (19) ST. JOHN'S WORT CONTRACTOR oy ` COMMON WORMWOOD �Acer rubrum) (Hypericum frondosum) 12" tall, 24" spread, E. IRRIGATIO 40' tall, 20' spread, red twigs semi—evergreen shrub, wide yellow flowers POP—UP HEA • �� . 68) SUTTERS GOLD POTENTILLA CONTRACTOR BAR HARBOR 21) AMERICAN SWEET GUM �Potentillo fruticosa 'Sutter's Gold') SPLASH BACI, GENERAL NOTES SUTTERS GOLD JUNIPER �Liquidamber styracifluo 'Festival') 12" tall, 3' spread, yellow flowers F. EXISTING REVISIONS: POTENTILLA BAR HARBOR to 60' tall, spread to 25' PROTCT R001 JUNIPER BUTTERFLY V(50) BAR HARBOR JUNIPER 1. CONTRACTOR TO FIELD VERIFY PLANTING IN EACH SHOWN PLANTER LOCATION. - ((Juniperus horizontalis 'Bar Harbor') 12" tall, 10' spread FENCE AT DR JAPANESE 17unus bleireiana)) FLOWERING PLUM G. LANDSCA 2. PROVIDE IRRIGATION SYSTEM DESIGN IN ACCORDANCE TO PLANTING REQUIREMENTS AND BARBERRY 25' tall & wide MATERIALS AlSPECIFICATIONS. _ Pr purple leaves, fragrant pink flowers (39) BUTTERFLY BUSH OTHERWISE A (Buddleia davidii 4' tall SENSITIVITY. osnwHev: DATE T7128 G7 SHRUB PLAN BLDG. 2222 (700) � 25) IRISH JUNIPER Juniperus chinensis "stricta') NOTE: OTHER PLANT SPECIES MAY BE SUBSTITUTED BY LANDSCAPER IF cKs 12'-20 tall dark green, narrow column PLANT SIZE& SPREAD IS MAINTAINTED AND LOW MAINTENANCE, DROUGHT CHECKED: 108NO: NTS TOLERANT, WIND RESISTANT SPECIES ARE USED. T.R.W. HumsERTDDT A1.03 SHEETTITLE: LANDSCAPE DETAILS a o o a pg M 00 8 c N N 112'-6" a FL 28'-0' 28'-0' 28'-3" SEE.SHEET A3.01 FOR ENLARGED PLAN (SEE SHEET A3.01 FOR ENLARGED PLAN) (SEE SHEET A3.01 FOR ENLARGED PLAN SEE SHEET A3.01 FOR ENLARGED PLAN 6'-6" 15'-6" 6'-3" 6'-3" 15-6° 6'-3" 6'-3" 15'-6" 6'-3° 6'-3" 15'-6" 6'-6" 1 1 A2.71 2 2 A2.71 1 1 ?�X11 2 A4.01 2 A4.01 CONT.RIDGE VENT(TYP) NOTE: 2 I I 2 ARCHITECTURAL ASPHALT SHINGLES OVER 15/ROOFING FELT OVER 15/32" 10 2A 2A 2A c APA RATED OSB SHEATHING OVER i �X 5 PREMANUFACTURED SCISSOR TRUSSES R WITH R-30 BATT INSULATION(TYP) o o MANUFACTURED ROOF TRUSS 0 24"O.C.SEE MANUFACTURER'S DETAILS k ENGINEERING 0 0 0 0 C C IL 108'-0" 1 N _ a r T.O.PLATE N 10 Y,° LO a° � h1 7•� � TO G I6k4�R 2 100'-0" T.O.PLYWOOD R-19 BATT INSUL 1 0 1 Q2Q Jy 3 96'-8" �Sr. T.O.F. % k .. A271 1 a 1 1 A27i ° FIRE ISER A4.01 g A4.01 L4-r T-0" T-0' 3'-6" 3'-6' '-0" '-0' 3'-6° 3'-6" T-0" 4'-5' L7' 4'-0" 4'-0' '-7 4'-5" T-0" 3'-6" 3'-6" '-0' '-0' 3'-6° 7'-0" 7'-0" 4'-3" mv BUILDING SECTION jI q a 7T° �sG MAIN LEVEL FLOOR PLAN 2F222F /lurk �� � k 2 3 v( 28'-3" 28'-0" 28'-0" 28'-3" IO 6'-3" 15'-6" 6'-3" 6'-3" 15'-6" uj . ..._' -... _- 2 A4.01 2 A4.01 -- _-. .;1 --------------------- -_---_ -_----=_----- ---_ - Lu v� --- - _---' 2A 2A 2A __-- ------ ____- Kq im �.L ==_=____�- ___= a� A4.03 ____- --------- -- -_____� = y W 0 O O O O ----- ----------- -------- ---- -------- ---- -_----- -___ ' --- ----- ------ -- - _=--= - ____________________--_ x ` a ===_-----__-__--_-�--___ _-- } E____= 1 i _ J --- -------_________=_----- - 2 ------ -=-=...rs=_-_--------- -- F -tzt Lu oc _ __=_---__--____-_=- =__ MWM k- __ ___ _____ _ ---- - ------- ---- ---$-- 1 -- -- ---- ------- -----� __- _ __ _ _- ____=cc I �. I =____ _--3S� W 1 v 1 'v co 1 A4.Oi A4.01 Q 7-0" 4'-5" -7 4'-0" 4'-0° '-7 4'-5" T-0° 3'-6" 3'-6° '-0" Z 7 9 9 2�� O ) 9// s� 1 i8zz ,{ �dpl ° Sis`� rto9�C 1°°( A4.02 LL I60 pQd o20r/cLi LL SECOND LEVEL FLOOR PLAN 217222F Q KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (20D3 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT m 1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2'LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w c Q 000. 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH = 8 STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 6 p 3- 2"X4'AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN w W EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8'DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER N a ANCHOR BOLTS. PROVIDE 2'X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. € FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4°. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR (2003 IBC 2308.9.3)1/2"COX PLYWOOD OR 7/16'WAFERBOARD WITH BD COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATE INSULATION. X 2 1/2"LONG)NAILS 0 4"O.C.AT PANEL EDGES AND 0 8°O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: 4'-0'(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES SHALL BE TWO(2)2'X4"MEMBERS NAIL LAMINATED TOGETHER. 2A. BRACE PANEL INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CELNG ASSEMBLIES OF BUILDINGS HAVING (2003 IBC 2308.9.3)5/8"TYPE'X'GYP.BOARD EACH SIDE OF WALL NAIL TO STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7'O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BY: DATE: TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN UNE WITH THE WALLS SEPARATING 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKED: aoe No: 3. FIRE EXSTINGISHER CARNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/6°WOOD STRUCTURAL PANEL,3/8°TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. T.R.W. 07001 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEET NUMBER: GENERAL NOTES AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2,O 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE SHEETTITLE: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS FLOOR PLANS 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATIONS 4. STEP FOUNDATION. SEE SHEET A1.01 FOR LOCATIONS. 2F222F r"`noo 112'-6" S 70, 28'-3" 28'-0" 28'-0" 28'-3" o 0 N N .;.� 'SLOPE +'�• 174 PER 1-0" r , 4-) SIM. - SI------ -- ---- ;----- --------------- ----- ---------------- -------------------- ---- =1 9 ,,,-_-I,_I,_Io I,•�;}I.::46!.:'`•��`,..'.,�."-_-�I'l r,�II'•.•I'..e.I�I"'"I:•':I:.�.-_;°." '-=II•I II-IeI 6 1.e I-=_' o , AA--262.0.02 2 M' ,IIII1II;I IiII1II;IlLa-#IlIIIIIIi z.0 IIiIkIII1 A--i,1IIi,I IIIiIIIIi.-02--II1I'k1'I',IIII,IIiIIIIII�1-'-_JjIIIIII1I!IIiIIIII-_-_n-_�IIIIIIIIII1IIII-_-_..IIIIIIIIIIIIiIIIIII-_-.-_#III(IIIIIIIIII--_--_t-JrII I1IIIIIIIIIII-_"-TIIIIIIIII1IIIIIIl--•-I IIIII1iIIIIIlIIiI1IIIiI--T1IIIIIIIIII1III IiI1III1 - Ii'11 1IiI1I�iI�II----•---iII,I I(III1II1IIiIIIIII-----------iI1IIIiIIIIII11-----A-'---i I1IIiII(III22--A.0---2 2--#iI1IIiI1II 2----IIIIIIII�IiI-i1I,--i,II-_�IIIiI11IIIII-_II-_i1'-TI1 II1lIIIIl11II1I --M-•--�I'1'iIIIIIIII i11;t1I --I1IIII'II1II - -------_----I--9 -----------------------------.--n-----_--_----_----_`-0_--1 -_-----_---3-------- ----------------_- I1i1 Bii,I LOCK1Oi1I Ui1I1 T FOR CRAW -L.- - II1I1II1I I _ 6 A-2 1II;111I,III --------------- SIM. A-22 SI - 9 IL _________ ___________ - _________ __________________________ _- -- --- -- --- - ---------- ------------------------------- -------------;::" r 1/2" 9-,/2°TJI z10 01s ice 1 I I I T ITT Wl_ 0 D.C.B'OCK I I- SPACE SPACE JCD � -' PA im - 3 . 3 r------------------------- - ---- - -2 ---------------- ----------- - --------------- A- 2.2LOCIOUT[OR A-2.02 BLOCKOUT FOR CRAWLFOOTING DETAIL I I ACE. SPACE --- -- L------------------- ------------ --------------- _ ___-------------- ___________________ ___ _____ ______ ________ _ ____ 2.0 Q-L--- -- --- -- -------------- ___ _ __ __ _ _ _- -- - >- ' I I B40CKOPT FIR CRE BLOCKOUT FOR CRAWL A-2.02 -- C SPACE. rsTDINc ---------- 4-:___ ---------1 2•.APA RATED SHEATHING -- -=- --EAHID ---------------- CP SILL W/5/8°DIA 2 BLOCKOUT I�OR 'RAWLI I I I BLOCKOUT FOR CRAWL A-2.02 1 1 1 i 2 13 ANCHOR BOLTS 0 48 O.C. A SPACE #5 REBAR HORIZ.0 24 O.C. td I , SPACE SIM MI OF(3)BARS ------ --------- C.SLAB W/GLASS 1 1 I ------ -------- _ _ _ _ ___ _ _ ___ __ -- Fl R REINFORCING ---- - GRADE T 1 1 9-1/2•TJI 210 0 6" 9.1/ TJ 2 O o D.C.- -- -------- 1 1 i------ ------- 0C p' -kgl 1--_-II-IIII)I I-..I_=.1 8.i„i'•I.n' :'..8�'•,;,.,''.=',8'.,-°I I-_I i_In o� 14 REBAR VERT.0 ,III-i-IL;-iII-J-II1I nIIIII III1II I1 _2 __ li'It1i • iIIII, 1N ;At 2.02 8A__'-22.-402-" 2.0 SIM. FOOTING O.C.ALTERNATE HOOK IN - ---M-'-----_-IIII-IIII--, (2)CONT./5 REBAR -'___"_ _M. JI - ,I, 1____________ _J __ __ ___________ ___________ ___________ rJ LL __,_ I A D -- - I I 4 --------------- II 0-11 __ ----- - ------ I _ --- uj --_ L_ ___ Ji C�Z_ FOOTING DETAIL 7'-0" 2 ui A-2.02 IJ 11, &74 Q 1 I LL 28'-3 28-0" 28'-0" 28-3 Qz 4"CONC.SLAB W/GLASS ^- 1I IS1--ILO4I PI--E IIIIIII-=_I --IIII°II�-=1•IIeII II1==I-I-I�-III FIII=-IIIBEIRII--�1I REINFORCING � zQ P (D wYQ A. BUILDINGS 2F222F - FOOTING & FOUNDATION PLAN KEYNOTES CC SCALE: 114'=V-0" - 1. SIMPSON"STHD14'STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH w U 1_I I I I 1 1 1 I MANUFACTURER. 2. 8°x 16"FOUNDATION CRAWLSPACE VENT WTH CORROSION RESISTANT VARE MESH SCREEN. oM SET MINIMUM B"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS 0 4"CONC.SLAB W/GLASS EACH VENT. FIBE REINFORNGIII III II- SLOPE 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. 4PER1- - '.�,•:;.' II=I-•II'I II- M•a 5II ".•r"'. •:,"_�8a,///I=I B5449 FI ROE•P B_ L OPOST BASE. 5:__24x24"x8"CONCRETE FOOTING I WITH(2)$4 BARS EACH WAY. 6. SIMPSON PBS66"POST BASE. QFOOTING DETAIL 7. SIMPSON•PBS46"POST BASE. Q77 -7f01 8. 36"x36"x8°CONCRETE FOOTING WTH(3)#4 EACH WAY. cr 9. 18"x24 FLOOR CRAWL SPACE ACCESS. 10.STEP FOUNDATION WERE OCCURES. SEE SHEET A1.01 FOR LOCATIONS O FOOTING DETAIL LL NOTES LL GENERAL (2)16D 016"OC. (2)16D 016"OC. (2)1s0 016°oc. < 16D 06"OC. tsD a"oc. 16D 06"DC. PRESSURE TREATED WD 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWSE. 3/4"T&G PLYWOOD 3/4"T&G PLYWOOD 5/8"TYPE X GYP BOARD T&G PLYWOOD INTERIOR PARTITION T&G PLYWOOD COLUMN W/PB544A POST 2. SEE SHEETAt.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS.SUB-FLOOR SUB-FLOOR 2X6 0 16"O.C.W/R-19 SUB-FLOOR WALL HERE OCCORS. SUB-FLOOR BASE&BC4POST TOP 2X4 0 16"O.C.STAGGERED BATT INSULATION SEE FLOOR PLAN. 2X4 0 8"O.C.STAGGERED 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE R-25 BATT INSULATION SOUND BATT INSULATION R-25 BATT INSULATION SIDING R-25 BATT INSULATION R-25 BATT INSULATION SOUND BATT INSULATION Ix AZEK PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. 2X6 PLATE 1/2"APA RATED SHEATHING 21 BLOCKING 2X6 PLATE FLOOR JOISTS EN 2X8 P.T.SILL W/5/8"DIA FLOOR JOISTS FLOOR JOISTS ENFLOOR JOISTS ANCHOR BOLTS 0 45"O.C. 4"CONC.SLAB W/GLASS 1°TAPERED EDGEEN /5 REBAR HORIZ.0 24"O.C. 2X6 LEDGER W/(3)ROWS FIBER REINFORCING 16d NAILS 0 16.O.C. IN OFC.3)BARS ON SLAB W/GLASS SOPE Fl R REINFORCING WHERE (3)#3 REBAR G � w1 4 PER 1-0 0 RS TIES 0 3 O.C. 3 REBAR TIES FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: DOUBLE 2X6 P PLATE 2X6 LEDGER W/(3) DOUBLE 2X6 TOP PLATE 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT I THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 2X6 016.O.C.PONY WALL 16D/STUD HANGER BY 2Xfi 0 i6"O.C.PONY WA 2X6 0 i6.O.C.PONY WALL i- 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 5/8" JOIST SUPPLIER X GYP BOARD AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 2X6 P.T.SILL W/5/8"DIA EACH SIDE 2X6 LEDGER W/(3)ROWS (4)#4 REBAR 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN /4 REBAR VERT.0 2X6 P.T.SILL W/5/8 DIA 2X6 P.T.SILL W/5/8 DIA 16d NAILS 0 16"O.C. VERT.BENT AND BETWEEN STUDS ALONG AND IN LINE NTH THE RUN OF STAIRS IF THE WALLS UNDER - • I_ANCHOR BOLTS 0 4W O.C. 24 O.C.ALTERNATE O.C. D.C. 1 I I I THE STAIRS ARE UNFINISHED. REVISIONS: VAPOR BARRIER HOOK IN FOOTING VAPOR.BARRIER VAPOR BARRIER 5/8"TYPE GYP BOARD 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A VAPOR RETARDER EACH SIDE PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,YTH NONCOMBUSTIBLE MATERIALS (2)CONT.i5 REBAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR LLy #5 REBAR -.-II I-III III_-I 11•'-1 I 1=III-I II-1 fillI,. II0I (2) _-I=--_1 I I=1 I III-1 I -1 I 6 J --II I-- -_1 I I-1 I 1=Y•'1•1 1-1I I-I �. I 1 I III,=II I 1 III • __- SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. LA5 . W REBAR - EA.WAY DRAWGNK BSY: E: DRAFT STOP NOTES- CHECKED: JOB N O:- r � ON 070 016• 3 T.R.W. 1: DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING 2'-0• 8" 8' 8° 2'-0• 2'-0• 5` 8• 5• MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE'WITH WALLS SHEET NUMBER: 2'-0" SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. O 2-0" 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED A-2. L SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING SHEET TITLE: FOOTING DETAIL FOOTING DETAIL FOOTING DETAIL FOOTING DETAIL FOOTING DETAIL INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP•BD.,3/8"WOOD STRUCTURAL FOUNDATION PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. PLAN 1"=1'-0" 1"=1'-0" 1' =T'-0 v 4. OPTOMASi IN DRAFT SCONSTRUCTEO E PROTECTED RED FOR THE CLOSING DOORS WITH 2F222F p 3 O n 28'-0" - 28'-0" 28'-3" 0o ao N m LL W 4 0 4 4 .. w GABLE END TRUSS ® ® 4 ® ROOF LINE I I I I I ", _ jjlllllb 1111111 III III III1111 IIIIII " f10fi° I , I III 111200 1 I I I I I I DO ZL GABLE ND TRUSS I I I 1 1 GABLE EN TRUSS GABLE END TRUSS C C ® � � IIIIII IIIIIIII � IIIIIIIIIIIII 11 ® U /2X, DF_L ( I I I I I I I I 4 X 4 ;2 ts" r.� p y Q Q Q p ZA 4 0ZLC I. c ROOF LINE +_ y 2X70 DF-L t (d�3 /2®1 ty2®16" OQ D 3 3 O.C.C. O.C. � b 3 28'-3' 28'-0" 28'-0" 28'-3" . SECOND FLOOR FRAMING PLAN 2F222F Z D 2'-6" 28'-3" 28'-0" 28'-0" 28'-3" LU 1- >--T-1- f-T 1- )•-T-1- >--T-1- ? j-T-1--�-T-1--�-T-1--r-T-1--j- ; w vi IGABI AID rUjS I� GH ENI)IDS61 11 1 1 1 1 1 1 1 1 1 1 1 1 1 R.E.pRU$SESI I IIIII IIIIII IIIIII IIIII I P.E.ITRI)SSEi I J ~ LL I � _ I � 1 I I I 1 ®241 O.C.* I- P TRUSSES I I I I 1 ---01 241 ! IIIII ' IIIIII IIIII IIIII 410G I IIIIIII IIIII ! z I I I I I 11 1 1 1 1 I I I I I I I I W (RIDE ( I I I I I I I I I 11 I I I I I I I I R�GEI IIIIIIIIIIIIII IIIII III III I -+--H_�--+--H_�--+--~- --+-- -�--'_ H� O O I I I I -�-_ RI GE _ i l l I I I I I I I I I I I I I I , pr ! IIIIIIIIIIIIII ILIIIIIIIIIIII ! } J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I . IIIIIIIIIIIIII ( IIIIIIII a ( IIIIIIII IIIIIIIIIIIIII m � w 1 1 I GABLE END TRUSS i I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I II II I I I I I I l l l l I I I I I I I I I I I I I I I I I G I�I TRESS 1 1 O I . I — _o IF J < I G I rr 2V-3" 28'-0" 28'-0' 28'-3" LL ROOF FRAMING PLAN 2F222F Q HANGER SCHEDULE BEAM SCHEDULE KEY NOTE` FIRE BLOCKING NOTE` OA SIMSON ITT9.5 OR (3)1 3/4%9 1/2"MICRO-LAM KANT-SAG TH017950 AT NAL W/(3)16d COMMON � 20"x 30"ATTAC ACCESS W/30"MIN.HEADROOM SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 9 1/2'T,A'a TYP. NAILS AT 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT B SIMSON MIT49.5 OR (2)1 3/4"x9 1/2"MIGRO-LAM NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL F- w O ® 2 AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH KANT-SAG TH035950 NAIL W/(12 16d COMMON O U o O ® NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS w � � JOIST HANGER NAILS AT 12"O.C. i Q ¢O 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN 3_ ©SIM1 MIT49.5 OR (2)2x12's f47 SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER v ce p KANT-SAG TH035950 ®NAIL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHED. =a w JOIST HANGER.PUT HANGER NAILS AT 12"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A a DOWN ON VERTED OR UPSIDE (2)2x10'a PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. �' pm NAIL W/(3)"16d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR QD SIMSON BC4 POST CAP NAILS AT 12 O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT (S NOTES TOP OT S REVISIONS: 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. V T Y - NOTE 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - FLOOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE NTH WALLS TO BE DESIGNED/ENGINEERED SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2 DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING DRAWN BY: DATE: INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL TRW 1228107 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD DR OTHER APPROVED MATERIALS. CHECKED: JOB NO: USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH T.R.W. 07001 AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. SHEET NUMBER: A2.03 SHEET TRUE: FLOOR&ROOF FRAMING 2F222F . a 1 Tm1-.1 m WM.. pr — xr.—w in-r—1 (W R., PLYWOOD 8'-0"NOMINAL PLAO ---------- T.0,PLATE T -- --------------------------- -------------------- -- 100'-o' T.O.PLYWOOD --------- T.O.PLYWOOD ---------- LIE 5�11DULI --------- J. ----------- --------- SEE SCHEDULE -----------i T.. ------------------ ---------- C) -------------------------- T.O.FOOTING NMI' LEFT ELEVATION REAR ELEVATION TYP. 2 T4 W-74 2r-= 0 ---------- 10-":I "- O.PLYWOOD ' zT TO.R 100'-0* --------- -T.O.PL- y - ----------- ---- O�L --------------- SEE SC'H E T.Q.FOOTING 0 C-) LLJ RIGHT ELEVATION FRONT ELEVATION TYP. w C6 LL LEGEND ui �e < ASPHALT SHINGLES:OWENS CORNING OAKRIDGE PRO 30 COLOR : "DRIFTWOOD" IA01-SIDING., ALSIDE INC.ODYSSEY COLOR:"MNTAGE WICKER" PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: "ANTIQUE PARCHMENT' ui co w CULTURED STONE: STONE PRODUCTS CORP. 0 m COLOR: "SPRING STREAM STONE" 2 w OC LL KEY NOTES 1, WINDOW SHUTTERS 2. 2'-0rx2'-0*INLAYED SIGN W/PROJECT LOGO. 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01. 2o GENERAL NOTES N �w 1. KEEP ALL ROOF PENETRATIONS 5'-0'MIN,FROM DWELLING COMMON WALLS. 2. STEP FOUNDATION, REVISIONS: DRAWN BY: DATej TRW 2/28/07 CHECN jo.NOD. T.R.W. 07001 SHEET NUMBER A2.04 SHEET TITI-E- EXTERIOR ELEVATIONS 2F222F 2 «1m Cq 8 A4.01 A4.01 rn N N 00 21-11�' 2T-11)�" 27'-11Y4"ACCESSIBLE UNIT(WHERE OCCURS) 22'•O, 12'-0° 6'-2'y4* 15'-6" 6'-2Y4" 15'-6" 6'-3' 10'-0" 12'-0" 2 2 1 2 A4.01 2 I z2)(zP� 2 2 G z 2A 2A I I I 1 I 2A i 2 0 0 'i Lj o o � O o o o 4 --�2A A4.03 Vc�ri-L 2 I 10 777 2 / I ,. •� A4.01 i p 5 " ✓• g2 y b(�.. 6 � j 3 � 5_ �• � � �3 2 I L g�l33y ' , r 2'-4� -1 0h 3'-6° 3'-6" T-2" 6'-6)'2• ? 8'-0" 6'4Yi' T-2"• 3'-6" J'-8" 3'-11" '-10° 6'-•" 6. O" -p• 2'- ^ PA, I'JR7 7Rp )2•,�;0 A4.01 2 3 Zip ( iT� MAIN LEVEL FLOOR PLAN 4224 l7 �� 22'-O" 28,_O• 2 2 i 0" 22--0„ 56 O" 7'-0' 10.-0" 5'-0" 154" -6' 3• 22'-0' 15' _0'7LU 2 iI 2 v "1_ 2 IA4.03 C I A ,, J Q rr ILL 00 o0 f . - O 1 A4.03 v cc O w 1 2 i --- i W Lu - I c w 5'-4" W Y j I w•y� 7--0' 7'-2° 6'-6Y2" g''ry" 6'-6h" 7'-2' T-0' '-10 Q 22'-0" ss'-o° z2'-o" 2 3 O �l A4.02 A4.G1 A4.01 A4.01 YP. LL SECOND LEVEL FLOOR PLAN 4224 LJL KEY NOTES FIRE BLOCKING NOTES Q BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT y 1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 0 3"O.C.AT PANEL EDGES AND®12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH Si STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J �� EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8'DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER a d a ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A � PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 2Q. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP,BD.WALLS HAVING STAGGERED STUDS FOR (2003 IBC 2308.9.3)1/2'COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. X 2 1/2"LONG)NAILS®4"O.C.AT PANEL EDGES AND 0 8"D.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE BOLTED TO THE FOUNDATION WMTH 5/8"DIAMETER ANCHOR BOLTS.AT A MAXIMUM SPACING OF 4'-0'(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES REVISIONS: SHALL BE TWO(2)2'X4•MEMBERS NAIL LAMINATED TOGETHER. - 2A BRACE PANEL 0 INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING (2AT3 IBC PLATE A 5/B"TYPE'X'GYP.BOARD EACH SIDE OF WALL. NAIL 7' STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED TO DOUBLE STUDS AT HOLDOWNS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN UNE WITH THE WALLS SEPARATING DRAWN BY. DATE: 3 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. GKS 12/28/07 Q FIRE EXSIINGISIHER CARNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL CHECKS- roe" GENERAL NOTES 4. PANEL,3/8°TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. T.RW. 07001 OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH NUMnm: HEE7 Er AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. s -/ -/ 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. AZ. 1 / 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. SHEET TITLE: FLOOR PLANS 3. SEE SHEET AI.01 FOR ACCESSIBLE UNIT LOCATIONS, 4. STEP FOUNDATION WERE OCCURES SEE SHEET A1.01 FOR LOCATION. 4224 r M � S rn G N N -d 'r-6' S-,' . A-2.02 3 s s 3 A 2.0 2 rI ---- I ----------- ---- 1 r -- SIM --------------. -- - ----------- 1 A111I-22.D2 rIiI IM-. IIjI-1'III1�III---�IjIjIIII -----------IIIIII-----1---- IIIIIII J.-A1-I.-z I-.jIIIIP�M---L2.----.�---1-I1I---,J-----YjjIIIIi,II---.-----IIIIIII,-------�-I-- -B-L--O--K III--A--1- -----------------------I ----- -----f-j----Q----------------v-- ------------FE'IP--6OBB°-Ox5LT-14O I6N4-C"GAx-'8*W-"P' -O gD S-E2-T E-IP B-R C-O CR-N E-KDA.-WALR- -- -------------_---L--j -rj- ---3--U}------,------- 2 2 2 3 A-2.02 A-2.0 L _____________________________ _________________ ___ ______ __________________ _______ --- -- - --S-IM.i A-�D_ _ _-- --- -- --- -------------------------- - -- ----------------- J 10, Li n-a°9 /2"IT'A 20 0 9-1/2•TJI 210 0 16" 1I1i b ta+c 0 O.C. ----------- ---------- `N° ------ KOU�- LOCK T FOR CRAWLBL KOUI FCA - E I SPICE. R 202 SPACE CE.jL --------------- --- --- -- -- - ----- --- ------- ----_-- ------_-- -----------3------------ ACH WAY SIMP.0 J A' ��Fs � e'-M,• ,_�;• - j °' �� _T___-_r_ I I I III I I L J 3 3L JN L 3 --------- - ---- ---------- ---- -- ----- --- #-- 1 1 „ , TYP. Q �'l 13 o --- -- -- - �- - ---- __-_- � Tom.. '(�-+ ---------- - - - - - -- ��e----- ---- 1 _ . r-, I FLOCKOUT FOR AWL ! �, -- -- -- - - - --- --- - - _ --- _J i --------- - ----B OC OUT FOR CRAWL--- --- -- - ----- 2 I, PA II r - - �-- --- - - -- -- -- - - - --- -- -- - -------- ------ -- -- - - -- -------- -- --- --- -- ------------- --r I ! SPACE. I 2 A-2.02 I I. I j I f r L I I - ' A z.o I II I I I I I I S-0 Ib I I I I I I I I i ----------1-- I I I TJ 210�16 D.C. I I I I I I I I I I I -----4-•---m--•--I I �• j 9-1/2"TJI 21110 16• � -- -------- D.C. 11 I I I I I I I I I I I I I I I I I I I I � I I A-z.0z y A- az I I I I I I I I I I I I I yp. j 1 N iD I 1 I Sn I II I I I ' - --- I I I I I - --- -- --- -- --- -- -- I I - -------------- -----1 I I ;-- , I I I I A z.oz I I I I I ' -------------- 2 _II I I �' ---_--------------_ _ 1 I I__ I 5 I I I I I I 11 I , 1 I II i 1 1 1 _ 7. I I I ------------ I I I Ij II II I I I I II II i 1 , ' I 1 li• 11 1 f'_________ 1 rr_______________ I II 'I , i I I �_ _ _ __ ___ ______ ___ _J ll 1 1 II ? II II I I 1 I , I 1 1 I I,� I I I I I f I L-------------- -------- I 5 I I� II 1 I II b II I II' II I I II sr I II II II 'I A-2.02 ° II I I i i ------- -------------` -- ---- J II I I 1 Ih it_ _ ___________ 1 1 ,+ 11 �I II u i n II 1� 1 2 ' I I'B' IL_ ___ ___ ________________________ JI __ J I 2 A-2.02 ��� i 171� l a• A-2.02 I , (� z A-2.02 I v 2 N T 1 F `- ----- J '� '^ ,. �. A-2.02 YP. I A-2.02 ' w V/ _____J L_____ B L J r_r 2 5 2 � /�� Q A-2.0 A-2.02 A-2.02 u- 5 ,d sa>f r-0 T rc z sa W 0 Q BUILDINGS 4224 - FOOTING & FOUNDATION PLAN KEYNOTES �_ z SCALE: 1/4"=1'-0" W 1. SIMPSON°STHD14"STRAP TIE HOEDOWN.VERIFY INSTALLATION REQUIREMENTS WITH V J MANUFACTURER. M W 2. 8"x 16"FOUNDATION CRAWLSPACE VENT PATH CORROSION RESISTANT WIRE MESH SCREEN. W ® m SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS 0 C EACH VENT. G 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. Y 4. SIMPSON•PB544A"POST BASE. 5. 24°x24"x6"CONCRETE FOOTING WITH(2)j4 BARS EACH WAY. 6. SIMPSON•PBS66"POST BASE. co 7. SIMPSON°PBS46"POST BASE. Q & 36°x36"x8"CONCRETE FOOTING WITH(3)/4 EACH WAY. pyr 9. 18°x24"FLOOR CRAWL SPACE ACCESS.10. STEP FOUNDATION WERE OCCOURES O 0 GENERAL NOTES U- Q -1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. zi m FIRE BLOCKING NOTES FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. REVISIONS: 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE ARE BLOCKS OF BATT INSULATION. DNAWN BY: DATE` DRAFT STOP NOTES GKS CHECKED: JOB NQ T.R.W. 01001 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING SHEET NUMBER MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS A-^. J SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 1 /L 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING SHEET ME INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8'WOOD STRUCTURAL FOUNDATION PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. PLAN 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. 4224 Noo � y N N 106'-8° � od od 25-4° 28'-0" 28'-0"ACCESSIBLE UNIT WHERE OCCURS 25'-4" N N (SEE SHEET 3.01 FOR N DETAIL) (SEE SHEET A3.01 FOR ENLARGED DETAIL) $ •� Q' k' -4" 22'-3" 27'-9" 27'-9' 22'-3° i 4 4 4 4 4 GABLE END TRUSS I I- ROOF LINE b I I 1yI,2 /}A° �2"ITS I 'IDI J1IS 5 ,b UOI 21O JO TS I I I I I I ®�4 1 1 111 i l l l l l l l l l l l l l l I �° J I III- I'r21�1/J IST51 TRUSS END I I JI 1 1 1 9 1/ T I I I I ®24'D.C. 211��OIOST6 2 011p/JOIST 10 J915 I 2110 JOISTS 4 I o o I C I I I I I I C o t�T� G I 1 1 ' I I I I Y Ot. C I I I I I I I I I I 2X12 STAIR I 1 1 1 1EII STRINGER DI NGERGABLE END TRUSS IR 4 STRING I I I �I H3IIOIC.TI 9UIT II II IIII IIFL III I�04 E II m I I I TYP 2X1 'DF-L I I I I I I I I O. 16" I t ■ U // L' CG klo I & 0g ROOF LINE IFGABLE - I ❑ TRUSS END210 016" = 02 0 16L I •'■` D.G. j 5'-4° 12'-0° T-9° '-1" T-0" 13'-6Nt" 8' 11" 15'-8ke" 7'-U. '-1" 19'-9" SECOND FLOOR FRAMING PLAN 4224 Z 106'-8° p'" �� 25'-4' 28'-0" 28'-0"ACCESSIBLE UNIT(WHERE OCCURS) 25'-4" "^'^"'4 'AIL) (SEE SMLLI '-4" 22'-3" 27'-9" �27'-9" 22'-3" '-4" 4 4 W Q , 4 r -- - - - -- -- GABLE END - -- -- -- W T- �-1--1-T 1- T-T I TRuss r_.�__ r__r_1__T_.�__ TRUSS END 4 I I GABLE END TRUSS J 7 GABLE END TRUSS 1. I I 1� I ! 4 4 4 c I 1 4 �__r_T_�__r_T_ __ _ 7- 7I� I I I I I 1 �l�f I� ® I I I I !I 11 1 1 1 1 1 1 1 � � "— M I I I III 1 1 1 I°I I I I ICI I I II I - I>I <p z 4 1 I I I I I I I I I I I ; ( I 4 LU 4.— I RI - r� GABLE END TRUSS I .L4, 1 o 1 I 1 o 1 j P.E.TRUSSES — i I 1 1 . - 024"O.C. I I I � I I I i I I I I I I rr RI GE I I I Ij I 1` 1 1 rJY R DOE I I _—L_ I 1 _ ___ _ _ _ _ _ __ _ _ i ® I MIDGE L � ■ L.L ° mI I 1 LLMI GABLE END TRUSS .E S SO 4 I 1 I C OI I SE ® I I I I I I I I I TR SSEyk�®� P.E SS S 119 I P.E TR SS S T 1 4 1 1 I 124 D. I ® 4° 1.C. ®�4" .G' i I l 124"I D' I I Y I I I I 1 I I I I \I\ I I I I 1 1 ( I 1 I W IIIIII I; I 41 141 I' 41 4 IIIII m GABLE END 4 © _�1__L_J__l__L_ 1__ J ° [] TRUSS Tcc 12'-0" 1'-9" '-1" T-0' 13'-8J'2' 8'�11" 7'-9' 12'-0' 5'-3h" O LL LL ROOF FRAMING PLAN 4224 Q HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES (2)SIMSON ITT9.5 OR (3)1 3/4°K9 1/2°MICRO-LAM � CLEAR HEAD ROOM.SEE 10 20"x 30"ATTAC ACCESS W 30° A4;0 PROVIDED 4 FIRE BLOCKING SHALL BE PROED IN THE FOLLOWING LOCATIONS: KANT-SAG TH017950 AT NAIL W/(J)18tl COMMON / / 9 1/2"TJI'e TYP. NAILS AT 1�1"O.C. 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 10 NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. N QB SIMSON MIT49.5 OR (2)1 3/4"z9 1/2"MICRO-LAM 2, AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 2 KANT-SAG TH035950 mNAIL W 3 16d COMMON G o S JOIST HANGER NAILS/(1�'O.C. m NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. m 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN - O ©SIMSON MI749.5 OR (2)2xl2'B W SIMPSON VERTICAL STRAP TIES"LSTI49"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER �p KANT-SAG TH035950 ®NAIL W/(3))16d COMMON CHORDS. THE STAIRS ARE UNFINISHED. J JOIST HANGER.PUT HANGER NAILS AT 12°O.O. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A a ON OWN INVERTED OR UPSIDE (2)2.10s)) PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. �. o y OD SIMSON BC4 POST CAP NAILS/(�2"10 O.C. GENERAL NOTES SOUNDFIRE -TRANSMISSION TRANSM SS ONOCKING MAY ONSIST CONTROLF 2X LUMBER SHALL HAVE OR BLOCKS OF GATT NSULAl10ry RED STUDS FOR NAIL EQSIMSON JB 210 1, ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE, 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP NOTES REVISIONS: 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. NOTE: 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - FLOOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE OR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2, DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING DRAWN 9r: DATE INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL GKS 12/28/07 NOTE; PANEL,3/8°TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. CHECKED, JDB ND: USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH T.R.W. D7001 AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. SHEET NUMBER A2.13 SHEET ME: FLOOR&ROOF FRAMING 4224 2 J m oO10 xo xool o x�ar c'p; a a fn N N CIOO O N N 3 R V -- -- -- 108'-it 3/8" .---- - -- ---- —-- --- - ---- 106'-ii LYWOO 3/B° J. —_———_—_—_—_—_ T.O.PLYWOOD T.I.C.PD 0❑ �� 00 _ too'-0" rn - - - - 0 100'-0"A.F.F. J —_ _ -- T.O.PLYWOOD [—_ Li -----—=- _--— __�.�_ --------------- -- T.O.PLYW�- �_ - SEE SCHEDULE J. _ I i _ 11 'LI _ i,-- �_ - - -_� --- SEE S - IBC __ CHEDULE J. 1__-__----___L_ :__—� T.O..O FOOTING �_-__I_---_ ___._ �______I— ________ _I____I___ —�_C_____— ___-__-L -__I__- —_ a g � LEFT ELEVATION FRONT ELEVATION TYP. v 99 �.c Y= ®Q713 ------- —-- --- 108'-11 3 8 ------ ° — — -- -- ----"— T.O.PLYWOOD S Ll ® L 00 OD 100'-0"A.F.F. A ® �� _—_-- _—_— T.O.PLYWOOD 0 00 O ---�-�------�-------- ---- SEE SCHEDULE 00 I A 00 _ --- 0.PLYWOOD i T.O.FOOTING _--------- __________eo—_. SCHEDUL ° J ______ i x.hx.xxxon..x« i __--_ --_-_____ _______ �°rx�x...xoro° I I I --- - — >1 .-�--------�-1-------'---�1 L —L -a TL,----_�"_, _ �-- - ----- --_ _ _ T.O.FOOTING Y __ 1 � -- z - RIGHT ELEVATION STEP FOUNDATION WERE OCCURES w J FRONT ELEVATION TYP. Q Z LL NO NO"N?v cr �108'-5 3 8° --- ------------ --------------- T.O. 708'-ii 3/8° J. 1 9-"?1p1 w6• 1 �"�'°""r I'b 1 _ —cry pLYWOOp -- T.O.PLYWOOD L1 0® 0 0 100'-0"A.F.F. J. M -O.PLYWOOD ® W SEE SCHEDULE J, ,�______ T.O.FOOTINGS —________ - y f STEP FOUNDATION WERE OCCU ------ RIGHTM ELEVATION T.O.PLYWOOD —_________-__.-----------------1------- ______ ___-_____— _______— -______ ____;__ —______---_________l✓ T.O.FOOTING LL LL REAR ELEVATION TYP. < Q 1/8"=1'-0" LEGEND ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR SELECTED BY OWNER Hoar FF N o "Ex RS 'X ur V ff W W O Q'S t w"o"Q�"""°;"+� 1 fib"°"""uwn?p�• 1 mr�, i QQ VINYL SIDING: ALSIDE INC.SENECA COLOR TO BE SELECTED BY OWNER PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR:SELECTED BY ¢ rc O OWNER CULTURED STONE: ELDORADO STONE COLOR: SELECTED BY OWNER KEY NOTES REVISIONS: LEGEND AMENDED 1. WINDOW SHUTTERS —— __ 108'-11 _—_—_—_—_——_—_—_—_—_—_—_—_—_ T.O.PLYWOOD _ 2. 7-0"x2'-0"INLAYED SIGN W/PROJECT LOGO. 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 22/A4.04. DBAWN BY: DATE GKS 1228/01 100'_D" CHECKM JOB . T.O.PLYWOOD TRW. 07001 GENERAL NOTES rl:____L ----------- ------------1�__---._-_________________-- - _ _ SEE SCHEDULE SHEET NUMBER _—_________— _______—Y —___— -- —___-_� T.O.F0011NG' SOT-EP-FO-UNDATION--WERE:OC��tRE�--==___--:--- ---------- -- A2.14 1. KEEP ALL ROOF PENETRATIONS 5-0"MIN.FROM DWELLING COMMON WALLS. REAR ELEVATION TYP. BHEET LIRE: 2. CONTRACTOR TO PROVIDE VINYL SIDING TRIM PER MANUFACTURERS SPECIFICATIONS,FOR TYPICAL NOTE EXTERIOR ALL DRYER VENTS,WALL PENETRATIONS,HOSE BIBS,ECT. SEE SHEET C2.0 FOR ACTUAL ELEVAl10N ELEVATIONS 3. STEP FOUNDATION WERE OCCURES. SEE SHEET A1.01 FOR LOCATION. SEE SHEET C3.0 FOR ACTUAL GRADING 4224 J 28'-0" 29'-6" 29' 6" 28'-0° 1 (A N N 6'-6" 15'-6' 6'-0. T-8" 15'-8" 6-2 6-2 6'-2" 15'-8" 7'-8" 6'-0° 15'-6" 6'-6" 2 i 2 j 2 I I I I 4.Ot 3 I I 2 I 2A A4.01 2A j 2A 2 0 0 o I i 00 j O O� 10 0 0 A4.01 0 S Si 2A I 2A c I • lam 2 200 2A i i i v A4.03 i 2 u 3 U 16to 3 1 7'-2" 4'-5° P-7 8'-0" L7',4._w 6'-8° 3'-9" 3'-8" 7'-9' 3'-8" J'-9' 6'-8" 4'-8)�"j'-7 8'-0" -7 4'-5" 7'-2" 3'-6' 3'-6" '_ 10 MAIN LEVEL FLOOR PLAN 2332 z 115'-0' 57•_6• 28'-0" _ 29•-6' 29'-6" 28'-0. 6'-6" 15-6" 6'-0" 7'-8" 15'-8' 6'-2° 6'-2" 15'-B" T-B° 6'-0' 15'-6" C_6" 1 2 2 I j v 4 3 A4.01 I - z I N I i W r� 2A I 2LL z 2A O T i i > Q Z Q 10=_ -_ I I � C 0 0 A4.01 0 2A I I � z � -_ -zA O " - - >- i 1 i i j � m =) m 2 I H W J W 0/� 1 i i 1 A4.01 0- A4.01 A4.01 LL SECOND LEVEL FLOOR PLAN 2332 Q KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: - (2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT < 1/2"CDX PLYWOOD OR 7/16°WAFERBOARD WITH 80 COMMON(.131 SHANK X 2 1/2"LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL a 0 3'O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH i O STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKm. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. w 3LL 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J�d< o EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8"DIAMETER AND STABETWEEN R EARS UDS ALONG,AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER o m ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION, q IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A - FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2°X4". - .PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR (2003 IBC 2308.9.3)1/2"COX PLYWOOD OR 7/16"WAFERROARO WITH BD COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE ARE BLOCKS OF BATT INSULATION. - X 2 1/2"LONG)NAILS 0 4-O.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE - REVISIONS: BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF _ 4'-0"(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTESSHALL BE TWO(2)2"X4°MEMBERS NAIL LAMINATED TOGETHER. _ 2A. BRACE PANEL-INTERIOR WALLS (2003 IBC 2308.9.3)5/8'TYPE'X'GYP.BOARD EACH SIDE OF WALL NAIL TO STUDS,SILL 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS 2 SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48°O.C. NAIL SHEATHING SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DMWN BY: DAB _ 2. DRAFT STOPS SHALL BE INSTALLED ATTICS.OVERHANGS AND SIMILAR CONCEALED TO DOUBLE STUDS AT HOEDOWNS AND END OF WALLS WITH ()NAILS SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 120M INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. c Fcm: roe Nu 3. FIRE EXSTINGISHER CABNETS. - 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL TRW. 07001 PANEL,3/87 TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. SH=NUMD 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH GENERAL NOTE) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.21 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SNe�m�e 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLOOR PLANS BUILDING TYPE 3. SEE SHEET AI.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. 2332 4. STEP FOUNDATION. 29'-3" 28'-S' m cw N od od A 24'-0" s' o" 24'-0" _ry A-22 021M.IIj,iiIIII'iI -�-A-_---22l-I Ii-.0-_S_-_IM_1A1-II!IIi!III-•- -T�7lI!IIIIIiIII��;1'I-I rIlII,IIIiIII-_-_-llII,II�i!!I�-T_.- a�.rlIIi!I--_'_-_iII!�Ii!'I!I, 22 i!I ___I'--_.G--,_./�IiiIIIII•--_---;I IiIIIIIi -' --AA-A------2 22424--...-U0-01,1 2 D-0---------Ti--x•--_-'-_--I i;L.,,/-�-•-.-- 3 ----------------------------------------------- ------------------------------------------------- 1- ----- ----\_--- iI;iII- --- 7 -_-_1 -__--_--_--__1--1_-.-_-8--„-_-----:•-_��--_- ---_--_-----_---_-------_--riI -_---_--_i- 0 4_--6II r- ------- ------------------------- M S0 T FQ CRpWL - i BLOCKOU FR CRA --- __ --- __ --- __ __ iII iIIIIii II . A-22.0 C-___------------- - ------- -----------L --- -- 2 d --------- Q 1M------- - A_2,32. LKO T F CRq BLOCKIXIT RE A-2.02. SPAC -- -------- --------- r -- --------- --- ------- KQQUT BLOC FOR RAWL ---------- ACE, I ________________ YP. 1T-4 I/2'1�BLOC kR R14 lox" r 4'-6" --- ----- ------- L ______________ ______ _ __ ___ 2 210 16 -- 75 CA-2:D2 OA 1M - ----------- r------ C® ©O r ---------- -----------= IZ- LLI UJb�33 III I4IIII S Ij i -- J- t oi p S I I I WZ Jz�. IL ----. ui - ----------------- -- --- --- 2 , - _____ _______ _______ _______J 2LL -2.02 A-2.02 11-7" x 8 �L_ O 11'-T T-0" a- A-2.02 A-2.02 - A-2.02 5 5 KEY NOTESI z BUILDINGS 2332 FOOTING & FOUNDATION PLAN 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WTH MANUFACTURER. W SCALE: 114"-1-0" 2. 8"x 16'FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. 0 1 W SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS 0 ® coEACH VENT. C 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. 4. SIMPSON"PB544A"POST BASE. W 5. 24"x24"8"CONCRETE FOOTING WTH(2)/4 BARS EACH WAY. J 6. SIMPSON"PBS66"POST BASE. 7. SIMPSON"PBS46"POST BASE. Q 8. 36'06"0'CONCRETE FOOTING WITH(3)/4 EACH WAY. 9. 18"x24"FLOOR CRAWL SPACE ACCESS. 10. STEP FOUNDATION. O LL GENERAL NOTES Q 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. Y - 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN RE FERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOC AT IO NS. WFIRE BLOCKING NOTES FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTTONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. RE V ISIONS: 4, IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND_TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION, DWNB DArTE DRAFT STOP NOTES GKS \°1� 2 8/0 7 CHEC JOQ TRW. 07001 1. DRAFT STOPS SHALL BENSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING SHT NUMBR QT y�a MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE F LINE WITH WALLS A-A A A SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED. 1.11 SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING SHEI7 TnLE INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. - 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8'WOOD STRUCTURAL FOUNDATION PANEL,3/8'TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. PLAN 4 AUTOMATIC LATCHES CONSTRUCTED BASP REQUIRED FOR THE PARTITION. 2332 PoTH 2332 'r3 co a N U N N 115'-0" o6 w -0 26_ _ U L " .O FOR (SEE SHEET A3.01 ENLARGED DETAIL) (SEE SHEET A3.01 FOR ENLARGED DETAIL) (SEE SHEET A3.01 FOR ENLARGED DETAIL) 4 4 j 4 TT 9a/2 T IIIIIIIIII �'{2'TJl i 4 21 J ST 1 11 1_5Ih,5�--� 4 4 3 3 0124'I0.0 31 I I I 2°0, 1 iI 92JII 012/4JqJJ O°IDST.TJS. I'IIII IIII III III III II 11II JII II III II II III I I I ✓/J�,\I ' II I I I I I I30 I1( fi2 T ' ILV I I I I '�2JTI IIII III III ! 210 JIO.I S TIS 10 I 2 0 2 � ° I I II pc^- M 4 3 1 1 1 4 3 �I I IIIIIIII I I� 3' {� j —° p ( I I I I I K1�'1 S III 1 1 1 1 1 1 1 1 1 1 I-1" 21F N' l—I'I I I I ®16"I BIC.T�I I I I IMF®1161"G.CI i',U-' E IIIIIIIIII E IIIIIIIIII E TYP i 1 1 O`� 2X1 F-L 2X10 F- I I I 2 16" LL LH�Ldl_ I 2. 6 II4 I _ Q Li 3 I I I ® Q I 4 -- I 4 q 2X10 DF-L 4 4 2%10 DF-L #2 0 16" 2X10 DF-L�2® 4 2X10 DF-L�2 O.C. 16- I6'O.C. i 16"O.C. i�2®OC. I 4 4 4 4 SECOND FLOOR FRAMING PLAN 2332 7 Z 28'-0" 29'-6" 29'-6°ACCESSIBLE UNIT(WHERE OCCURS) 28'-0' �IEE SHEET AJO1 FOR ENLARGED DETAIL SEE SHEET A3.01 FOR ENLARGED DETAIL SEE SHEET A3.01 FOR ENLARGED PLAN SEE SHEET A3.01 FOR ENLARGED DETAIL I C0 fI i ! I R00 ENGNEEI2EDI I uj U ES O GABLE END V GABLE END TRUSS III°I I I I I 3 4" C.I I I IIII 3 I l i I I A 1 1 TRUSS ui J 1 1 1 1 1 I I I I ° ° � � J > az R'J LuCL RI E I I - -- --- 12DG� RI G. Y Q -' " 11 IIII IIIIII IIII11111 � p 11 1 1 it 3 2 Z W.E.ROOF I — ---t--r P. T 1"C'N 1 1 1 1 1 1 1 I 1 1 I �- --_ 1 1 1 1 1 JI, I p� qU SC IW ® O.C. TRt_S HSRJ �°� 1�1 IIIIII I PIE.TRDS6ESI � I I 3 24 D. 1 I I I I 124r .C. I D IIIII 1 1 1 �rt III 1 00 w ' 2 IIIII '. I ' IIII II I IIIIIII , � IIIIII 2 I I � I I p m IIIIIIIt I I'll, I I =7IIIIII I ,, I I IIIIIII _ _ � W _"A j I � J GAI ILE END TR(SS a -1° 7'-0' it'-7• '-7- 8'-0" 7 ii'-4Y2° '-9)�t° 15'-I" 3'-9` 11'-4}'2° '-7 6'10' '-7 11'-T 10'-1" p LL U- ROOF FRAMING PLAN 2332 a HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES AI�SMSONKANT- ITT TH 17 �NA t 3/(3) 1/2'MICRO-LA 1. 20"x 30"ATTAC ACCESS W 30"MIN.CLEAR HEAD ROOM.SEE 10 A4.04-�Q1C�n wd FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS KANT-SAG TH017950 AT NAIL W/(12 1O. COMMON / / •� m 9 1/2"TJI's TYP. NAILS AT 12"O.C. �J�E (Jux 1. N CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT 2. NOT USED TT Y THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. gr BO SIMSON MIT49.5 OR ©(2)1 3/4°x9 1/2'MICRO-LA (r/"' 2. AT ALL INTERCONNECTIONS BETWEEN.CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH J KANT-SAG TH035950 NAIL W/(3)16d COMMON w 3 3. NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED COUNGS. v_ JOIST HANGER NAILS AT 72"O.C. a ¢ 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ©SIMSON MIT49.5 OR ©(2)2x12's 4. SIMPSON VERTICAL STRAP TIES"LST149'CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER KANT-SAGTH035950 NAIL W/(3)16d COMMON CHORDS. '- _, ^y THE STAIRS ARE UNFINISHED. O. JOIST HANGER.PUT HANGER NAILS AT 1z"O.C. - - 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT.AFFORD A ON INVERTED OR UPSIDE DOWN L(2)2x10,s PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, NAIL W/(3)"16d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR (OS IMSON BC4 POST CAP NAILS AT Iz O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. OSIMSON JB210 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. REVISIONS: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT/'FT STOP NOTES 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. ll/`1 /V �7 - NOTE: 4. STEP FOUNDATION. 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - FLOOR FRAMING CONCEPTUAL.T MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE PATH WALLS TO BE DESIGNED/ENGINEERED SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2, DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DMWN BY: DATE SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKED: JOB Ml 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 07001 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. SHEET NUMBER USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AND HURRICANE TIES(TYR) AUTOMATIC LATCHES CONSTRUCTED AS REWIRED FOR THE PARTITION. AG.L/'�/� SHEET Tm..J FLOOR&ROOF FRAMING 2332 _ N N _ q T. 108'-11 3/8" ---------- ---------'-------- ----------- 108'-5 3/8' 10 L1W 0 YTO.PLYW000 D J. i 100,-�0" - _ 99'-6" L0 _0 T.O.PLYWOOD __-_ -_ ____ �." .. . T.0,PLYWOOD I. "WOOD J. .L SEL SCHEDULE- _ _ -- ----- __ -------......... -----�---------- . DUL E L_ _- - ----------' ----.._.--- — ------- T.00OTING J. c--______- SEE SCHEDULE —_----.._.. -------------------------------------------- -- — ---- T.O.FOOTING d � REAR ELEVATION TYP. LEFT ELEVATION m ,� 106-5 3�8 T.O.PLYWOOD T.O.PLYWOOD TAD.PLYWOOD " T.O.PLYWOOD ____________ _ _ __. ._._ _______ — _-_... _______________ ______-___-_ .. SEE SCHEDULE J, T.D.PLYWOOD - - C___.Zl- --------------'--------------'-'--------�------_____� T.O.FOOTING SEE SCHEDULE ----'--T— ---.._--- -_ __ _ L.____ i SEE SCHEDULE 1' T.O.FOOTING L----------------1---------.' -_-__L.__�..-----�--- 1_._---- - _._._.._I_— -.'_._---- --'LL.-----i------------I-------'_`_._---�..__.---L------T.O.FOOTING W FRONT ELEVATION TYP. (D ui RIGHT ELEVATION Tla"-1o„ :�3 : J z `C � o LEGEND >' ASPHALT SHINGLES:OWENS CORNING OAKRIDGE PRO 30 COLOR W : "DRIFTWOOD" 0 m ® VINYL SIDING: ALSIDE INC.ODYSSEY COLOR: "VINTAGE WICKER" PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR:"ANTIQUE .i PARCHMENT" W CULTURED STONE: STONE PRODUCTS CORP. —i COLOR:"SPRING STREAM STONE" Co q i 0 u- KEY NOTES 1. WINDOW SHUTTERS 2. 2'-0".2'-0"INLAYED SIGN W/PROJECT LOGO. °w o 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01. y N N GENERAL NOTES REVISIONS: 1, KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. DRAWN BY: DATE: GKS 1=8107 CHECKED: JOB NU. Tx.w. mam sii-NUMSM A2.24 SHEET TOLE: EXTERIOR ELEVATIONS 2332 °° V N N 112'-5" .p 00 OC r/j O O 28'-2l" 28._0' 28'-0" 28'-2�' a, (SEE SHEET A3.01 FOR ENLARGED PLAN) 'ENLARGED L .o a" k. 0 12.6" 15'-6" 6'-3' 6'-3" 15'-6" 6'-3" 6'-3" 15-6" I i 2 i I A4.01 - 2 2 i 2 A4.01 I j I I zA I I i 2A 2A i 2 Ll I A4.03 I i i I - - o o - m 60 L c A4.01 I (6 2A 1 4 1 _ A4.03 3 I 2 U �/ I ®Q13 A.01 i 3'-6" S-6° 7'-2- 4'-5" '-7 8'-0" LJ4'-5" T-2" 3'-6° 3'-6" '-10 '-10 3'-6" 3'-6" T-2" 4'-5" 'f7 8'-0" LJ4I-5" 7'-2" 3'-6" 3'-6" -0 A4.01 A4.01 - ` MAIN LEVEL FLOOR PLAN 2222 `rr z 56'-21" 281_2vl 28,_0' 28'-0" 28'-214° O 6'-5Y2" 15'-fi' 6'-.3" 6'-3" 15-6" 6'-3" 6'-3" 15'-6" 6'-3" 6'-3" 15-6" 8'-SYz i I A42 W o f- i i A4.D1 z I 2 2 2 I i 2 W � I I � J 2A i pA i 2 I \J rY� LL 2 2A 10 i i i I L�` L A4.01 I I i W D_ 00 o0 00 _ _ _ _ 00 - e O O O O _ z C/) j m m 2 0 I i 2 j 2 2 I = i O i W Y i i i 00 i i I T i i I I ' I I I al i1 i i i , A4.01 0/ 2 0 A4.01 A4.01 O LL SECOND LEVEL FLOOR PLAN 2222 - K�EY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: w (2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT c a p= 1/2"CDX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH w Qv 3 STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 9 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE.(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J < N w EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8'DIAMETER AND BETWEEN STUDS ALONG AND IN UNE WITH THE RUN OF STAIRS IF THE WALLS UNDER QF ANCHOR BOLTS. PROVIDE 2'X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. CN FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A F PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 2. BRACE PANEL-LEFT,RIGHT,REAR - FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR (2003 IBC 2308.9.3)1/2"CDX PLYWOOD OR 7/16"WAFERBOARD WITH BD COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. X 2 1/2'LONG)NAILS 0 4"O.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE REVISIONS: BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF 4'-0"(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES SHALL BE TWO(2)2"X4"MEMBERS NAIL LAMINATED TOGETHER. 2A. BRACE PANEL-INTERIOR WALLS - (2003 IBC 2308.9.3)5/8"TYPE'X'GYP.BOARD EACH SIDE OF WALL NAIL TO STUDS,SILL 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING PLATE,TOP PLATE AND IN FIELD WITH 64 COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WTH WALLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.G. NAIL SHEATHING SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DRAWN BY. DAM. 2 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED TO DOUBLE STUDS AT HOEDOWNS AND END OF WALLS WITH(2)NAILS. SPACES, SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 12/28I07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CNBC�. JOB No: 3. FIRE EXSTINGISHER CABINETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL TRW. 07001 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. weer NUMBoa 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH GENERAL NOTES AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.31 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SHeeT mM 2. SEE SHEET ALDi FOR BUILDING TYPE LOCATIONS. FLOOR PLANS BUILDING TYPE 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS 2222 4. STEP FOUNDATION. I a fA� N N � N N O 28'-2Y" 28'-0" 28'-0" 28'-2Y„ 10 w I i I I 4'-6" 1' „ 14'-9" „ 8'-5" " 22'-9" 1' „ 5' 0" 1' „ 22'-9" 8'-5' " 14'-9" 1' „ 4,-5" 10 2 A-2.0 1 A-2.0 SIM. i 1 3 A-2A2 i r- ----------- - --- -SIM,----------- ---------- - - - -- - -------------- -------------------------------------------- -- -----�- -- -- --- ------------------------------ - - -- ------------------- ------------------------------- -- '-- - ----------iI * ----- --- -- --- -- ---rI- I-- - -I--I--- -- --- -- --- --- r - I I I I - -r - -- --- -- --- - --- -- - --- -- --- --- -- 7- - ------------------- -- -- - - --------------------------- ---------------------------- - - -- -- --------- ----------- 10 '---- 2 A- 4 . ,i! !!! i! ------- ------- ----9--- ----�------------- ----- --- -_ sIM.Ai 9-1� TJII 210 16' Tom' - i i i ; ; caW I „ A KB KO T F CR WL C BLOCKOUT FO RAWL BLOCKOUT OR�IAIACE. E SPACE.Y LLL11y _ _P_ _� - Y I ____ ________ ---____________---____ _________-____L _ __ ______-_ -________________--_____ _ _ ____ ________-_______. _ ____� _ _ __i--_r__----r __ __ __ ______-_- I----______� _______ rn I I I I I I li I I I I II I I I I I II I I I I I I I ! i I I I I I I I I I I I I I I I II I 3 BLOCKOUT F CRAWL , I _ II i � ... ,J L, i � " r '. I I M r , ----- - - -- ----------9---1/-2"TJI 210®r J _ _____1 ____ r II I 1 I I f C. TJIi 9-1/2"TJI 210-0--16" 19- 21 C O.C.-, ---------�--� Il � I I ------------------------ -, I I -------------- I I I I I I I i r- - I ;2 I! I l l l l l l N --Ji L p ,L . _ ti _a_ i ._J " J L_ __________________________J L------------------------------J% 1 II II 1 I IIijj ____ ______________ _ 1 I 1 ____ f _____ F IL _ __- ------------ JI J 1 i 1 o i I 1 ; 0 1 1 o I 1 F 1 I ______J I L_____ _ L______- J �/� 2 I I _I 2 b _______� 2 I 1 I 2 y/ A-2.02 `-'----- -------� W j ; CL A-2.02 A-2.02 5 L , I • I G J LL 11'-7" 2--- 1 - 2-'--7-"- -J A-52.02 1 - - . 8'I 05 ' 1 -2--7--"L '-7" 8'I0" T 0" --J 11-7" T-0" ' Z - Q KEY NOTES z BUILDINGS 2222 - FOOTING & FOUNDATION PLAN 7 1. SIMPSON"STHDI4"STRAP TIE HOEDOWN.VERIFY INSTALLATION REQUIREMENTS WITH � ` '- SCALE: 114"=1'-0" MANUFACTURER. J 2. 8"z 16"FOUNDATION CRAW-SPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. W LLJ SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. ® m 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. 4. SIMPSON"PBS44A"POST BASE. Y 5. 24N24%8"CONCRETE FOOTING WITH(2)p4 BARS EACH WAY. W 6. SIMPSON"PBS66'POST BASE. _mmj 7. SIMPSON"PBS46'POST BASE. co 8. 36.06"z8'CONCRETE FOOTING NTH(3);N4 EACH WAY, 0 9. 18"z24"FLOOR CRAWL SPACE ACCESS, Syr 10. STEP FOUNDATION. O GENERAL NOTES UL 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS, 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. y FIRE BLOCKING NOTES 3- < �o FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT N THE CEIUNC AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. �. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE NTHTHE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENING THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,NTH NONCOMBUSTIBLE MATERIALS. REVISIONS: FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVNG STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. DRAFT STOP NOTES DRAWNw: o„Te GKS Im6,n7 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING CHECPM JOB HO: MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS T.R.W. 07001 SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHEET NUMBER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED A-A A w SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING �'JjLJ INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 1• 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL RD OR OTHER APPROVED MATERIALS. sHEE,mLe 4. OPENINGS IN DRAFT TYPE 2STOPS SHALL BE-M PARTICLE APROTECTED BY SELF-CLOSING DOORS WITH FOUNDATION AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. PLAN 2222 � N N h 28'- 112'-5' A 28-0' 28'-0' ! 4 4 4 i 4 4 I . ' I IIIIIIIIIIIIIIII II ' ' I 911/8"TJ I I I I I JJ0 I � 9 1/2'TJI210 JC T 1 6" 9 1/2"TJ 4 0 20JOS 210 JOISTS 210 JOISTS 9.1/2 TJI 9 1 2°TJI 210 JOISTS i �S S '0 024 O.C. 210 JOISTS JOISTS O.C. @16° O.C. ®24"D.C. m 0 3 C 3 0 00 A © © A oo .0 I I I I I I I I I I I I I I I I I ! III II III I 113 111 Aij S O E r1Er/OATS -� 21�i/,F"TS� I o 9 1/2"TJI $ I I 9 1/2"TJI Q 3 © a E 210 JOISTS 4 210 JOISTS I 1161 01 — q6P O.C.I I ~—®16"D.C. - 16°O.C. r' '® IIIIIIIII IIIIIIIII TYq. o ® © y 2X,0' F-L 0 I I I I I I 0.#2 46. I I I I I 2X7 DF-L IIIII 4 III I „ DC 4 16 m gg gg JJ t IIIII „ II , III rc < 4 I ®� 4 Q Q I- - -I - -- Q © 4 _ —_ 4 +wv.w I2,�D16"L _ 2X10 DF-L 4 2X10 DF-L I El O.C. 4 4 y2®16' I #2 0 16" 2XIIT DF-L i O.C. I O.C. 4 i 4 #2 16° SECOND FLOOR FRAMING PLAN 2222 z 28'-2�' 26'-0" 28'-0' SE E 28'- DOUBLE TRUSS DOUBLE TRUSS DOUBLE TRUSS I C) I _L_�__T__L_l__T__r_�__1__r_1__T__ {^� GABLE END TRUSS i I °I I I I I I ICI I I°IIII I I� I I I I ICI I i 114 I I I I I III I I� I I i GABLE END TRUSS W (� IIIII Illij jllll IIIII � !IIIII IIIII Iilll IIIII � J � J I I I I 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 I I I' I I I I<II II III !II I II I I II ! ' ir Q z - � I I I I I I I I I I j l I I I I I I 1 i I I 'I I I I I RIDE - - - - - -- -- - - - -- - - - - -- - - ui f 3 I I i -v3 I O 3 - 1 1 1 1 1 1 1 1 IT 1 1 1 1 I I ! 1 ' I P.E TR�ISS S P E. US�ES P.E TR SS S i _ I P E. US ES I I — ® 4 Q C. 4 p C I ®�4���.C. 4"rc. I /'/1 J I I I I I I I 1 1 1 1 1 1 1 1 I I I I I I I �J) IIIIII ' IIIIII IIIIII I I I III m [/_�) m ! I ' IIIIIIII' 1lllllll � , Iilllll 2 _l4 --1--1- -- ~ W co O ROOF FRAMING PLAN 2222 LLQ HANGER SCHEDULE BEAM SCHEDULE KEY NOTES FIRE BLOCKING NOTES O SI MSON ITT9.5 OR Q(3)1 3/4"x9 1/2"MICRO-LA ' KANT-SAG TH017950 AT NAIL W/(3)16d COMMON 1. 20"z 30"ATTAC ACCESS W/30"MIN CLEAR HEAD ROOM.SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: g 1/2"TX.TYP. NAILS AT 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT OSIMSON MITas.S OR ©(z)1 3/a°ag t/z"MICRO-LA 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL °w w KAN7-SAG TH035950 NAIL W/(3)16d COMMON 3, NOT USED 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH JOIST HANGER NAILS AT 12"D.C. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. rc 9 3- 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN -'ad a x 0 ©KANT- M1749.5 59 ®(2)2z12's 4. SIMPSON VERTICAL STRAP TIES'LST149'CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER VJ KANT-SAC TH035950 NAIL W/(3)16d COMMON CHORDS. JOIST HANGER.PUT HANGER NAILS AT 12"O.C. THE STAIRS ARE UNFINISHED. o, ON INVERTED OR UPSIDE 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A �N DOWN ® 2W/( GENERAL NOTES PASSAGE FOR NAIL FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. NAIL W/(3)16d COMMON FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR DOSIMSON BC4 POST CAP NAILS AT iz"D.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. OSIMSON J13210 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE, 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. REVISIONS: DRAFT STOP NOTES 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT L�ATION. NOTE: - FLOOR FRAMING CONCEPTUAL. 4. STEP FOUNDATION, 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - TO BE DESIGNED/ENGINEERED MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS BY FLOOR TRUSS MANUFACTURER SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING GKS 12@%N7 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS CHECKED: JOB NO: NOTE: 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8'WOOD STRUCTURAL TR.W. QT001 USE SIMPSON H1 SEISMIC PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS, AND HURRICANE TIES(TYP) 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEETNU.— AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.33 L^.33 SHEET .. FLOOR&ROOF FRAMING 2222 I I y N N N N cl 108'-11 3/8' A A 108'-5 3/8" -- — -----------—------- ---------—--------- --—----- T.O.PLYWOOD L 100'-0° A ,L 99'-8" -=-------------------_--'-------------=_- --------- ---------- T O PLYWOOD T.OT,O.PLYWOOD T.O.Y PLYWOOD __ _ _-__._ ---------------�.._..----------- TO SCHEDULE A __ SEE SCHEDULE J. SEE SCHEWLE 1...------------------------_-____---I-------___._—.__-----..._-- ----- --------— ---- -------- ------------------------------ .. .IT. c ___-------- - ------- C [----..._---- ----------------------- ="'1 T.O.FOOTING T.O.FOOTING L._ - — -- c L REAR ELEVATION TYP. ;r LEFT ELEVATION :)x A4 �Uk0 k Q ZZ 108'-it 3/8" A 108'-11 108'-5 3/8" A z T.O.PLYWOOD TY O PL�° T.O.PLYWOOD 0- 100'-0" A ,L 100'-0" Egg - ---------------- T.O.PL".00D `ir - - -_----`--_ IE --- -- --------- - 7:17 -- ------ - T� O.PLYWOOD ' I __ T.O.PLYWOOD Y ___ _ _ _ — SEE SCHEDULE A A SEE SCHEDULE __ �_______—___—_________!__.__' —�—_�______ —_____—___________ _________ __ I _ _ __ —.._i__—� SEE SCHEDULE rO'� D'----I—---------------- --------------------------------------� T.O.FOOTI �T 0 FOOTING [-��---I--"---------------------I------ ------- ------------ --------- -------} ----- - -----------—f -L----1------- -----�---------y---i T.O.FOOTING Y - �.f W FRONT ELEVATION TYP. 0 z G J RIGHT ELEVATION rlr W a z LEGEND z } ® ASPHALT SHINGLES:OWENS CORNING OAKRIDGE PRO 30 COLOR �J,J 'DRIFTWOOD" O m VINYL SIDING: ALSIDE INC.ODYSSEY COLOR: "VINTAGE WCKER" PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: "ANTIQUE PARCHMENT" W CULTURED STONE: STONE PRODUCTS CORP. M COLOR: "SPRING STREAM STONE" W 0 L.L. O LjL KEY NOTES 1. WINDOW SHUTTERS 2. 2'-0%2'-0"INLAYED SIGN W/PROJECT LOGO. � Q 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4,01. y F d r[O Oy V� GENERAL NOTES REVISIONS: 1. KEEP ALL ROOF PENETRATIONS 5'-0'MIN.FROM DWELUNG COMMON WALLS. 2. STEP FOUNDATION. DRAWN W. DATE: GKS 12(28/07 CHECK JOB NQ T.ILW. 07001 SHFET NUMDER: A2.34 SHMT.E: EXTERIOR ELEVATIONS 2222 E�CID, o S rA ° N N A4.01 A4.01 od oc 25'-4" 28'-0' 28'-0" 28'-0" 28'-0"ACCESSIBLE WAR` OCCURS 6'-4" P z SHEETUK LNLANULU VLAN) (SEE N 3'-4" 22'-0" 27'-9" 56 0" 27'-9" 22, 0" I I I LT 2 2A I 2 2A 1 1 2A ' 1 9 I 2A A4.03 4.0E 4.0E A4.03 I ii HIE wsSr ✓a wa ' oo - - - - oo i o0 00 c O O O c�O yz4 - - - ' I I A4.03� 2A 2A _ 1¢O I $ u;2 2 p \`,�• A4A3 I I L 2 2 I ` A4iI , A4i.0 .. O, pQ 1 .01A4.01r-lr-V 14-2 14-2 7-° 5'0" T-9" ° "- 12'- -8" © $ 7'-0" 14'-2" 8'-0° 14'-2" 7'-0" '-,' T-9" 12'-0. MAIN LEVEL FLOOR PLAN 322223 0 do Z 110 A4.01 A4.07 O 28•_0" 28'-0" 5'-4° I I ' �bht�HLLI A,5.01 ENLARGED PLAN) �51,L bHELI AJ.v1 LNLARL;EU PLAN) (5LL SHLEI A (SILL SHEET AJ.U1 �UK LNLAK(;EU PLAN) (SLL 5HLEI=F UK ENLARGED PLAN) ISEL SHEET Al OR ENLARGED PLAN) 3'-4° 27-0" 2T-9° 56'r0" 2T-9" 22' 0" - LJJ i� Q - 2 A4.01- W (n � J N I I i I J F- N LL 2A 2 . A42.03 Q z A 2A W A4.03 A4.03 o o 00 o o i Q (� o n -1 I 5 z i 0 0 - I W 4 2A .I I 2A A4.03 m =) Q m f 2 i A4'03 � Z Y j - W co Q A4.02 I A4.01 I A4.01 A4.01 fr '-1' 7'-0' 14'-2" 8'-0" 14'-2° 7'-0' 5-8° 7'-0" 14'-2" 8'-0° 14'-2" 7'-0" '-1' 19'-9" O Ja (l SECOND LEVEL FLOOR PLAN 322223 Q KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1 2003 IBC 2308.9.3) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT a 1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 80 COMMON(.131 SHANK X 2 1/2°LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH Z Q 3 STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8"DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN -' < EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8-DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER N ` ANCHOR BOLTS. PROVIDE 2"X THICK PLATE WASHERS AT EACH BOLTED CONNECTION. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A v y EDGE FRAMING MEMBERS RECEIVING EDGE NAILING THE STAIRS ARE UNFINISHED. LING SHALL BE 2"X4". PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP,BD,WALLS HAVING STAGGERED STUDS FOR (2003 IBC 2308.9.3)1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. X 2 1/2"LONG)NAILS 0 4'O.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: 4'-0-(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES _SHALL BE TWO(2)2'X4°MEMBERS NAIL LAMINATED TOGETHER. 2A. BRACE PANEL 0 INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - (LATE IBC 2LATE A 5/8"TYPE T GYP.BOARD EACH SIDE OF WALL. NAIL 7- STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS O., O.C.SILLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL DOUBLE BOLTED A THE FOUNDATION WITH F W ANCHOR BOLTS AT 48°O.C. NAIL SHEATHING 2, DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN BY: DATE TO OWBLE STUDS AT HOEDOWNS AND END OF WALLS WITH(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM 170 07 3. FIRE EXSTINGISHER CARNETS. INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHEC�a J08 N0: 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN1/2"GYP.BD.,3/8"WOOD STRUCTURAL TRW. 07001 GENERAL NOTES PANEL,3/8°TYPE 2 STOPS PARTICLE BOARD OTHER APPROVED MATERIALS. SHEET NUMBER 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH A AUTOMATIC LATCHES CONSTRUCTED AS REWIRED FOR THE PARTITION. A2."1 I. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. SHEET ME. 2.. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. - FLOOR PLANS BUILDING TYPE 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. - ,322223 Ing V N N 162'-8° 25'-4" 28'-0" 28'-0" 28'-0" 28'-0" 25'-4" 27' 9" 22'-0" 4" r -I--iI--iI-i--I---3-- - - - 2 J ----------- - - ------i-----3------; II®3 -----Y-° -'------- --,I- i! m� fiI ' II _ItiI_lI Ii_l'I_�I II II 9J�Ih'/+kII'°}�IhIII J-Il I�I��-�--1-- �E�i-f 1ii-_�-1Jii_ii IIII•I ilII;ti lIII- lIII-IIIIl lIII, -_01III II III III-�IIII-B I�I J2I-�;'iII 0 3 " '-_ ---_--- -__-_I-_l--_-_-_-_-_-' - -------- - _ -------3--- -- --3--- - ----------------- --- --- -------- -----------2 ---- ---------- - ---------- ' wF AEiI iIIIII fi"�o -0 5_9 I i _ --- ---------- - - -------- --- --- dtC 2 i-----I I m ----- --i r--- ---� i- ------ -----------i - � I 2, a$T " " IIIIIII IIIIII I - 9 1/2"TJI ; "6I 210 JOISTS x 1 2 1 I.I I; I III , ®16°O.C. ____-, !IP$ IIlI11i1i11 iii 1 L' I 1 ' I 22 �----------J L L __J ____ - ED ck I 7'-9" '-1" 7'-0" 14'-2" 8'-0" 14'-4" 6'-10" 5'-8" 7'-0" 14'-2- 8'-0" 14'-2" 7'-0" '-1" 7'-9" 11-11" 5'-5" FOUNDATION AND FLOOR FRAMING PLAN 322223 _ Z �C _ CG G O U LU o Lu J F CC u- Q z � KEY NOTES IJJ o 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH MANUFACTURER. V Q 2. 8°x 16"FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH SCREEN. SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. {Ty _ 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. uj c J 4. SIMPSON"PBS44A"POST BASE. M m 5. 24"x24"x8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY,SIMILAR TO 1/A4.05. G O 6. SIMPSON"PBS66"POST BASE. 7. SIMPSON"PBS46"POST BASE. ' ' t B. 36"x36"x8"CONCRETE F0071NG WITH(3)q4 EACH WAY,SIMILAR TO 1/A4.05. � ■j 9. 18"x24"FLOOR CRAWL SPACE ACCESS. m GENERAL NOTES Q 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. O 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE U- PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. FIRE BLOCKING NOTES ARE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: y 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZNTAL 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACEOS SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ¢ of w AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER ` F THE STAIRS ARE UNFINISHED. ow 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS, FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. REVISIONS: DRAFT STOP NOTES 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEIUNG ASSEMBLIES OF BUILDINGS HAVING MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE'NTH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND.FROM OTHER AREAS, DMWNW. DA,e 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM 1228I07 INDIVIDUAL DWELUNG UNITS FROM EACH OTHER AND FROM OTHER AREAS. CNMKM JOB NO: 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 07001 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. sNEe NUNBEB: 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.42 SHEET TLF: FOUNDATION PLAN 322223 . 162'-8" rn S Mq oO10 0 25'-4° 28'-0° 28'-0" 28'-0" 28'-0"ACCESSIBLE UNIT WHERE OCCURS 25'-4" (SEE SHILLI AJ.O K LNLAKULD PLAN) (SILL SHL tbLE SHEEI-AT.=ENLARGLLI PLAN) kbEE bHLEI AJ.Ul F R ENLARGED PLAN) A3.UI WK SH-1 A-1—t,NLAK�LIJ PLAN) f cT o0 oc 27'-9" 7-9° 22'-0" a ti �" Pa a I 4 I I I 1 1 IZ"a I 1�IJOI I � i II II I I I I I I I IIIj;j II I I III j�(lI JJI II I I I 12 " I Ij I1 11 I1 II II I I II I DI I I II II';j II I I 1II/2�I JIIW I I I III iD2 1J" O I0S IfC$. 1II II I II TII I B TS 1I 9 II 1 2 0 0 q C2 0 Sy$ I 4 19 1b2' JI91 2 TJI 2 91/2 TJ 2 TS20�2 $ 21 J 21b 0C®24" g 24J O 0..STRINGER El I a °-I I I fl1�0 1 I - �C I i I I \I I I I I I I/I I I I; I I I ICI ► I 11 ' ®i Yp. C PosT o I I I I ° A YP, WD 0 d 4x4 .' U 2XI2 STA I I ° POST STRINGER - 1I 4 I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 I I I I I I I I I I I $ 4 IIIIIIIIIII I I I I I I I I I IIIIIIIIIII l l l l l l l l IIIII 2 I 1 I I I I I I I I I I Aa.03 ETYP I I I I I I I I I P E I I I I I 1 1 1 1 1 1 1 1 1 I P. L) y m IIIIIIIIIID ,°6 IIIIIIIIII I IIIILIIIII a2'06 IIIIIIIIII /�U I I I o ® m i _ I IIII I 4 L 4 ' Ll o o '2 ' ® i z- -'4 a ♦ CT� - 4 _ 2X10 DF- 2X10 OF 2XIO OF 2X1a OF- a p2 1s° 4 I a z a 1s" I y2®ts" a tiU4 p2®16° i4 O.C. G.C. 4 O.C. j O.C. 4 --- 5'-4" 12'-0" 7'-9" -1- 7'-0' 14'-2" 8'-0" 14'-2" 7'-0" '-10 '-10 7'-0' 14'-2° 8'-0" 14'-2" 7'-0° '-1" 7'-9" 12'-0" 5'-4' SECOND FLOOR FRAMING PLAN 322223 Z) 25'-4" 28'-0' 28' 0" 28'-0" 28' 0" 25' 6" . S S RED PLAN 1 F 1 FOR N O -4" 22'-0" 27'UK - 5C 0" 27'-9" 20'-2" 5' 4" GABLE END TRUSS -- _ -- _ _ _ _ , I - w TGABLE RUSS END �_T-1__r-�_-1--r-�__7__ I GABLE END I ' I __TRUSS_ I i _ _ °�i I 1 GABLE END TRU S J 1 I I _ __ _ _ _ _ __ _ ( 1 T--(-T-T-7 T--(- - (-1- T--(-1--T--r-1--T--(-1--@--(-1--T--(-1--T--(-1--T--(-T- I ' 1 1 J I I I I I I I I I I I I I I P E 4!' �'I I I I°I III°II°I 2 0. g I �— Q II I 1 1 1 1 1 1 1 i l I I I 1 1 1 1 1 1 1 1 1 1 II I 1 1 I u- I < z I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P.E.TRUSSES I I III I III I ! III I ! I I w a 0 24"O.C. I I I = RIDI I I o 1 I 1 o o 1 1 o I ®24TRU SE I I T 1 I i I I pC — �- I c/) /Ey PEI I=I�i I I I I ! 1 I I I lyol oo � W W ---r----t- i I I I I I J � I I I I ' IIIIIIIIII �. L!s I III GABLE E D USS GA E D TRUSS P.E.TR SSE ICE.TR,,I SE I I I I I IP.EI TR$$ I I I®24 D. I I I IP.EI TR155 1 I iw 21l"dD I b 1 1 1 1 1 1 11 I I 1 1 1 1 1 a 1 1®14° .G. I l l f l l P.I.T{D$ES Y I I I I I I I I I 1 I 1 I I Lu I° °IIIIII I ®I I241oG1 1 I— V—I- lir- -L-1--1--L-1 1' - - J--1�--L-1- L- J 2 -1-J--1--I_J m L -CABLE END Q 9 f _ L ____ TRUSS '.,.._... AB SS END i L i GABLE END TRUSS I - TGABLE RUSS END I � 12'-0" T-9° '-1" 7'-0' 14'-2" B'-0" 0" 74'-2' T-0° '-1" 1S'-11" O UL ROOF FRAMING PLAN 322223 Q HANGER SCHEDULE BEAM SCHEDULE..: KEY NOTES FIRE BLOCKING NOTES D SIMSON ITT9.5 OR 2i'm 1 3/4"x9 7/2"MICRb-1A 1, 20"x 30"ATTAC ACCESS W 30"MIN HEAD ROOM. SEE 10 A4,04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:KANT-SAG TH017950 AT NAIL W/(3)1 COMMON / / In 9 1/2"TX.TYP, NAILS AT 12'O.C. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT °who O�Q0 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 14 O SINT-AGTH.5 OR ®NA 1 3/a"x9 6d MICRO-La 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH o KANT-SAG TH035950 NAIL W/(3)i6d COMMON w - JOIST HANGER NAILS AT 12"O,C. 3. NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CQUNGS. g < 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J N a w ©SIMSON MIT49.5 OR ©(2)2x12'. 4. SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE NTH THE RUN OF STAIRS IF THE WALLS UNDER 1 ¢ KANT-SAG THOJ5950 NAIL W/(3)16d COMMON CHORDS, THE STAIRS ARE UNFINISHED. � y JOIST HANGER,PUT HANGER NAILS AT 12"O.C.ON 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD AIt DOWN INVERTED OR UPSIDE ®(2)2x10's PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. NAIL W/(3)"16d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD,WALLS HAVING STAGGERED STUDS FOR OSIMSON SC4 POST CAP NAILS AT 12 D.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. E SIMSON J9210 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. REVISIONS: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP NOTES _ 3. SEE SHEET A1.01 FOR ACCES51BLE UNIT AND SENSORY UNIT LOCATION,NOTE FLOOR 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - T OOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE OR TRUSS MA UFAC D SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED O6AWNer: Dale SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM 12/28/07 _ INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS CHECKED: JOB NO, 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL TYX 07001 NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. USE SIMPSON HI SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH IS=NUMBER AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.43 -/�n-A3 SHEET TRl E FLOOR&ROOF FRAMING 322223 N I I � to0 I I I .oaETL 1IL 14, J. - ——------ --_-----— - --- - --— - T.O.PLYWOOD —_ ------_-- ---_—--- — ------ PLYWOOD � Ll 00 - o0 ❑o ® IE7 _ I 100'-0" J. __ 1,� T.O.PLYWOOD --I --------- --' ------- �L _J-—_ ------ SEE SCHEDULE -____._...— ----------I ----�1_----------- — �1--------`- --- .___-_.__ _�_` i -- -------���—____-----�------ -----__--I SEE SCHEDULE A W TO,PLC .__________—____.._,_ —__.___—_—. ____-__—_ ___— .. .— __ ..FOOTING r t ------------ -------- - - i--- r.o.FoonNc - - -------------- 1-- ----- — ----- --y— — - -T - ro � �� a 88 SIDE ELEVATION TYP. FRONT ELEVATION TYP. 1/8"=T-O" 118"=V-0" TYR 3 Ell 108'-113/8" A Z ------ -- --—------- --------- -- PL— YWO�Op ------ — 108'-11 3 8 J, ----------------- —---- --------- --------------------- --'-----— — —----- — TA.PLYW& ao ®o C o o o _- --- ------- ------------------------ ---- ------_._, SEE SCHEDULE J, -- T.O.FOOT�T,p,F0071� I SEE SCHEDULE I I I -- --....' --- n GG T .._•_-------.___-_- ---------- --------- ___...--�— --------------------------* _.__......-------------------�-------------- ------------------ .. �—__________.______________________—___ ..___ s _.--------- T 0 F00 N T -� UJ � zo SIDE ELEVATION TYP. LU REAR ELEVATION TYP. 1,_0„ rr la Qz M Z °C L.L } J m D m C 0 m a 0 cc 0 Q N N�Q ot REVISIONS: DNAWN BY: DATE JRM .12128107 cMcC J09 N. TRW. 07001 SHEET NUMBER A2.44 SHFFT E: EXTERIOR ELEVATIONS 322223 165'-2" M m LARGED PLAN) 25'-4" 28'-0" 029'-3" 29'-3° 28'-0"ACCESSIBLE UNIT WHERE OCCURS) 25'-4" - I o m 22' '_4 3_4^ 22-p" 27-6" _D" vi N oN rn ti h d 'o 3 W - 2 I 2 A4.01 A4. 2 2 I 2 I I I 1 2 2A 1-2 2 A4.01 I j "1 t 2A 2A ° ° _ o o I 0 0 I 2 1 ' A4.03 I I Bra A4.03 3 Room 01 4) - f C 2 O 90 O o j 2 U 4 2A I 2A I A4.O3 ' Y A4.03 s 2 I. a I i I U gg 3 o i �Q® Y 3 1�b '. 1 3 1'v_e 5'-4" 12'-0" 7'-9" -1" 7'-0" 14'-2" 8-0" 3'-9" 13-11J� 8'-0 14'-2" " ' ' ° 12'-0' 269/ �6 A 4 Y MAIN LEVEL FLOOR PLAN 323323 `"� °, a __-- 165-2" 9 _ 28_0" 25-4• 24 AN 23° F 254 0^ ED PLAN) (SEE I E SHE _ O 22'-0' 27'-6" 58 g^ 27'-6" 22'-0" •_4" U 3 2 I 2 A4.01 I q A4.O LLJ jj- Z O L u co J-4 2 - 2 .J 2 2A I j j A4.O3 Q 2A 2 z O 2A 2A ° O O pO - I O I LL1 o- -_- A4.03 A4.03 �cc 7 � \ O - 2A 4 cc L ni I A4.03 J w O A4.01 A4.O3 w 2 z I z �a ' I� �° - m I ly I m j !Ds'S j 1 I m �S_ O 19,_9° ._i". 7'-D" 14'-2" 8'-0" 13'-11y" 3'-9" 15'-1' 3'-9° ig_11kt 80° 14'-2" T-0" _," 1 L UL SECOND LEVEL FLOOR PLAN 323323 ?„�?�o ``° a n L LXI KEY NOTES FIRE BLOCKING NOTES 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: - (2003 IBC 2308.9.3) 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT o a o 1/2`CDX PLYWOOD OR 7/16"WAFERBOARD WITH BID COMMON(.131 SHANK X 2 1/2'LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL J o ®3"O.C.AT PANEL EDGES AND 0 W O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2, AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH w Y o - 2 X4" D SHALL BE BOLTED TO THE FOUNDATION WITH STUDS ANT AL JOINTS SHALL BE BLOCKED. LTHREE(3)5/BL PLATES FORE DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT ACH PANEL MAY E P.T. AS OCCUR AT SOFFITS,BEOP I LINGS AND COVED CEILINGS. TOP AND BOTTOM OF THE RUN J < w EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8"DIAMETER AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. - o m FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR (2003 IBC 2308.9.3)1/2"COX PLYWOOD OR 7/16`WAFERBOARD WITH ED COMMON(.131°SHANK. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. X 2 1/2"LONG)NAILS 0 4"O.C.AT PANEL EDGES AND®8'D.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE' BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF - REVISIONS: 4'-0'(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES SHALL BE TWO(2)2"X4°MEMBERS NAIL LAMINATED TOGETHER. _ 2A. BRACE PANEL-INTERIOR WALLS - (2003 IBC 2308.9.3)5/8"TYPE'X'GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL BOARD MAILS AT 7"O.C.SILLS MORE THAT ONE DWELLING UNIT, SUCH DRAFT STOPS SHALL BE IN LINE NTH WALLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"ANCHOR BOLTS AT 48"O.C. NAIL SHEATHING SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. DRAWN BV: 7: TO DOUBLE STUDS AT HOUDOWNS AND END OF WALLS WITH(2)NAILS. 2. DRAFT STOPS SHALL BE INSTALLED ATTICS,OVERHANGS AND SIMILAR ED dRM/GKS 12I28IO7 SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLSALLS S SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. CHECKM JOB ND: 3. FIRE EXSTINGISHER CARNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8°WOOD STRUCTURAL TAW. 09001 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. - SHEET NUNBeR GGENERAL/ /r�TCC+ 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH N V RAL NOTES AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A2.5-/ SHEET TRLE/ 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. FLOOR PLANS 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. BUILDING TYPE 3. SEE SHEET AI.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS. 323323 4. STEP FOUNDATION. 165'-2" 25'-4" 28'-0° 029'-3" 29'-3" 28'-0"ACCESSIBLE UNIT(WHERE OCCURS) 25'-4° N S o (Stt SHLLI AZ.0 FOR LNLANCLU PLAN) FOR ENLARGED PLAN) SEE SHE A3.3 FORE EE t` �+ '4' 22'-0" 27'-6" 2T-6" 22'-0" '-4" P4 y N r4 j 1 3 j 3 1 2 3 - - - -T I ; 10 9 � I ; 3 -----t.... 1 I "I I 1 3 , l l l i i III j j j j I I _________ _____ _________' ____ , IIII I I 2 9 _i I I I I I I I ®'I, ;, - - - - - - - - - - - - ------- --- - -- r------------ - -------------- „ f N - - - - L- - ---- - --------- I 9 I 75'_,I" 5-2 'i - -- , IIIII I I n I - ----- - ------- � �__ � 1-1- ;I I I I I I I I IIIII j ;l l l l l l l l-I I _ 12'_6• I � __-- _-- -- _ ---� III O , IL , 1�12"ITJ �101I I I I I - - - -_--- L-- ---_-------- -----Ja s�� --- ----- 1s" 1 Ir --- 2 TJI 210-- --- - -- J h I c o.c. - Jot wl ly I IIIIII . -"- - - - -j - - -- ---- ------ --- - r--- ---, - - - - I I ------ -r -- ---, - ---- --- --- ------ 2 j " .JOISTS-® III IIIII j I l l l l l g � III III I 10 -----I1111111 III lllll _ 1 L l I I r I I _____ ___ _ I ___ __ ,• i r Y•G I I I I I I 2 1 2 i I I I � I I I L _ _ - ^ t °I I __________ • `l 12'-0" T-9" '-1" 7'-0" 14'-2" 8'-0" 13'-11}2° 3'-9" :15'-1" 3'-9" 13'-11)/2" 8'-0" 14'-2" T-O" '-10 8'-0" 12'-0' 5'-4" FOUNDATION AND FLOOR FRAMING PLAN 323323 z O 0 W W cf) J J L— z KEY NOTES uJ a- 1. SIMPSON"STHD14"STRAP TIE HOLDOWN.VERIFY INSTALLATION REQUIREMENTS WITH MANUFACTURER. (D �Q 2. 8"x 16"FOUNDATION CRAWLSPACE VENT NTH CORROSION RESISTANT WIRE MESH SCREEN. � cc SET MINIMUM B"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS EACH VENT. Cc 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. uj U) It J 4. SIMPSON"PBS44A°POST BASE. M =) m 5. 24"x24"x8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY.SIMILAR TO 1/0.05. 6. SIMPSON"PBS66"POST BASE. 7. SIMPSON"PBS46"POST BASE. W B. 36"06%8"CONCRETE FOOTING WITH.(3)A4 EACH WAY.SIMILAR TO 1/A4.03. I 9. 18"x24'FLOOR CRAWL SPACE ACCESS. m "CtM "AL NOTES Q - 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. - cr 2. SEE SHEET A1.01 FOR BUILDING TYPE AUGNMENT AND LOCATIONS. O 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE L PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. U— a FIRE BLOCKING NOTES FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: m I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT O u c 20 THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH _ AS OCCUR AT SOFFITS,DROP CEIUNGS AND COVED CEILINGS. u 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN J�d a a AND BETWEEN STUDS ALONG AND IN LINE'NTH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. y 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. REVISIONS: DRAFT STOP NOTES - 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CENNG ASSEMBLIES OF BUILDINGS HAVING MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS DMWN W. DATE: 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM/GKS 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. cHEacED, .Toe Nv 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 070D1 PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. SHEETNUMma: 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REOUIRED FOR THE PARTITION. A2.52 SHEETT LE: FOUNDATION PLAN 323323 165'-2" o�'o Lei of 25'-4° 28'-0' 029'-3" 29'-3" 28'-0"ACCESSIBLE UNIT(WHERE OCCURS 25'-4" 0 LARGIEU PLAN (SEE SHEET NLARGED PLAN) (SLL NL •� od od ISLE bHELI A3.01 FOR ENLARGED PLAN) -4" 22'-3° 27'-6° 5' 0" 27'-6" 22'-3° '-4" 4 I 4 q 4 i 4 4 • 'nI I 12�2"O TJ1 jS I 31I 1 1I 2" . I 1 I II -1I I1;1 J I�® ®'--- --- _O •r 3TYP I,9,1/2"TJ IS 9 10 210 JOISTS0 OIS 100 16"OC O 24"O.C.'1 o o 9 1/2'TJI 9 1/2°TJI I 1 210 JOISTS 210 JOISTS 2%12 STAI I * 1D.C.ER O RFW5 4 ®®2 AEu 4 i ' _ m I I I I I I I ° Y- -T-- I Q ® 0 0 = /� � LI/�] 1Y2°I,TJ 10 3 Q Ll a C — _ TYP I I I I I © .----- LZ -- _ - ------- TYP o I°2 TRINGER 3X12 STAIR---' 4x4 POST O' TYP. I I . IIII 3 Q I I I I I I I I I I I I I I I E IIIIIIIIIII _ Illlll � � loll Q 4 4 4 TIP I I I I I ,. 4 L 211 'DF-L E 2X1O Ll- 4#2 16, P p #2 O ® 0 O.C4 � O.C.4 I I U g 4 'N 1 1 0_ q - I I © ®- _o p °1 4 4 ��® b N-al I = 4 I 4 2%10 OF- 2X10 OF r� ng9 I 42 O 16" 4 2X10 DF-L/2 O 4 4 2XI0 DF-L p2 O+ L'J #2 O 16' 4 4 O.C. 16'O.C. I. 16"O.C. • O.C. 5'-4" 12'-0" 7'-9° '-1" T-O° 14'-2" 8'-0" 13'-11V 3'_g" IS'-1" 3'-9" 13'-NJ'2" 8'-0. 14'-2" 7'-0' -10' 8'-0" 12'-0" 5'-4" SECOND FLOOR FRAMING PLAN 323323 7/8"=,'-0" Z 165'-2' C 25'-4' 28'-0" 029'-3" 29, 3" 28'-0" 25'-4° c -ENLARGED PLAN E A3.I -4" 22'-3- 27'-6° 59' 0" 27'-6" 22'-3° '-4° Of , V GABLE END • I1I I �I i 14� I 1" I°I I+ I l Ii _Ii' jI I 1 I I�I Il lII Il1 ;1II GABLE-END -l--TI-- -TI -TT-RU-SfS-1--T--(=• b W Z/yam 'QTRUSS -T TRUSS 7-- - -- -- -- 1- _ _ _ 7- ; GABLE ENDGABLE END TRUSS GABLE END ,TLE NO TRUSS TRUSS _ _ _ _ _ I vQ^ itt -TT - --T-- - P.E.i hI I- QP �11- 7- - 10 44"O.C.,—I ® 1 1TjI i 1 Q z l 1 1 1 I I I I I 1 1 1 1 1 ' P.E.TRUSSES 1 ® 1 I I I I I I I I I O 24.0 A 1 ° 1 1 I •' __1__1 1 I 1 1 IIIII ' I I I I __ L ' I DG 1 I i I I -I I -1 I I I I 1 ° j l 1 � I I I P.E. C$E$ DGEI I •III I �J 1f I I Uy. I �I 1 I II •1 " Z - m � 1 11 I i I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I RIDE _j I I P.E.TR SSE 4 i IDG W Cc 1 1 _ _ I I p O 2I1°�.D. I 1 .E.IIKUSES I I Ii - I I I I i W /ryy'�� 241 D.(;. I I • � 1 I III � W GAB E D TRUSS I ® .D - I I I I I 1 1 1 I I I I z 1 1 z � ___ D RUSS III I I I i I i I f I o l I I 111 I 1 � I I I11 I I I I I D$ES I I /I/ T® 1 I I I I 1 1 IOEl TR1,- S I I 11 I i I I I I I I I I I I G 24 0. I I I I I I r . .I l; II �Q ® 4' - w 1 GABLE ND TRUSS 4� l TI I -L-J--1-- -101 - -- L�-- -- - -- - - -- - -- _- -1-- -4 --1--L - j 6 90 GABLE END ; . I _ a TRUSS 0 L ____ _____ J GABLE END TRUSS � L _____ _ _ J iRU�END GABLE END TRUSS O 19'-11' '-1" T-0" tA'-2° 8'-0" 13-11N2° 3'-9" 15'-1" 3'-9" 13'-11Y'e" 8'-0" 14'-2° T-0" '-10' 20'-0" LL L ROOF FRAMING PLAN 323323 Q KEY NOTES FIRE BLOCKING NOTES HANGER SCHEDULE B5AM SCHEDULE A SIMSON ITT9.5 OR & 1 3/4".9 1/2"MICRO-LA OKANT-SAG TH017950 AT NAIL W/(3)16d COMMON 1. 20"x 30"ATTAC ACCESS W/3D"CLEAR HEAD ROOM SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: rn 9 1/2"TJI's TVP. NAILS AT 12"O.C. 1. IN CONCEALED SPACES OF STUD WALLSAND PARTITIONS,INCLUDING FURRED SPACES,AT o�i o 3 2. NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL BQSIMSON MIT49.5 OR 1(2)1 3/4".9 1/2"MICRO-LA 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH z j •�p� 3°- KANT-SAG 7HO35950 NAL W/(3)16d COMMON 3. NOT USED - AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. < JOIST HANGER NAILS AT 12"O.C. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ©SIMSON MIT49.5 OR ZL(2)Wfii; 4. SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER a KANT-SAG TH035950 NAIL W/(3)16d COMMON CHORDS. THE STAIRS ARE UNFINISHED.JOIST HANGER.PUT HANGER NAILS AT 12"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A ON INVERTED OR UPSIDE Q(z)zx10's PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. DOWN NAIL W/(3)16d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR DQSIMSON SC4 POST CAP NAILS AT 12"O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. EQSIMSON JB210 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. REVISIONS: 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. DRAFT STOP RIOTCt7 S 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATION. �J V - NOTE: 4. STEP FOUNDATION. 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - FLOOR FRAMING CONCEPTUAL. MORE THAT ONE DWELLING UNIT, SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS TO BE DESIGNED/ENGINEERED SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWNW'. DATE SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING JRM/GKS 12/28/07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS CHECKED: doe- - 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL T.R.W. 070DI NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. SHEET NUMBER USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AND HURRICANE TIES(TYP) AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. A .53 SHEET TIME: FLOOR&ROOF FRAMING 323323 2 2 3 v1 0 0 n N NN o a Eli m T.Olos,PLYW, T.O.PLYWOOD - 108'-5 3 8" T.O.PLYWOOD 00 lov- T.O.PLYWOOD 80—5 C A -Y-- '- --- - ------- - ------ 1 —_----------— I SE.E SCHEDULE ,� TO PLYWOOD — r ' ` --------` SEE SCHEDULE � - . '------------ r _ ---I-- — —_ I " r TO.FOOTING ________._ T.O.FOOTINGSE SCHEDULE -- ------ --- .�. .__ r.o -1 --L-- —- --'—L—f—-1FOOTING L---------- (1 J SIDE ELEVATION TYP. FRONT ELEVATION TYP. y ®QD k+ 3 I I I 1 TYP. I I — 108'-11 3/8' T.O.PLYWOOD — r ❑❑ OO T.0.iPYW00D -------- _—_—_—_ ----------- ----O ------ 108-53/8" T.O.PLYWOOD 00 00 — — 100_0„ A -- -- T.O.PL— YW SEE SCHEDULE y ATE :111 y L-i T.O.FOOTING S T.O.PLYWOOD - T.O.OPLYWOOD a w.ac oo rF e. 1,T � I, sra:xmu,seur+v„c I mxraeroe m v�..v ea.erm - .>» SEE SCHEDULE i - I� I _.______ -------- _,�� SEE SCHEDULE J, ____._ .__ ___.____ L— — .r______ ___.____ _______��—________ —_____ T.O.FOOTING � LLI z — SIDE ELEVATION TYP. � J REAR ELEVATION TYP. �7 z_ W 0— LEGEND rr ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR 7� SELECTED BY OWNER ` �.. VINYL SIDING: ALSIDE INC.SENECA COLOR TO BE SELECTED BY OWNER W It PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR: SELECTED BY OWNER 5 ® 5m CULTURED STONE:ELDORADO STONE G ` COLOR:SELECTED BY OWNER W 3_ J m O a <0 KEY NOTES " wso 1. WINDOW SHUTTERS �Q 2. 2'-0"x2'—O"INLAYED SIGN W/PROJECT LOGO. N F SN 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 22/A4.04. REVISIONS: GENERAL NOTES - 1. KEEP ALL ROOF PENETRATIONS 5-0"MIN.FROM DWELLING COMMON WALLS. D.WN W. DATE WDC 121207 2. CONTRACTOR TO PROVIDE VINYL SIDING TRIM PER MANUFACTURERS SPECIFICATIONS,FOR cHECNEn doe Na ALL DRYER VENTS,WALL PENETRATIONS,HOSE BIBS,ECT. - T.RW. Q7001 3. STEP FOUNDATION. sheer NUMB A2.54 SHEET TIRE: TYPICAL NOTE EXTERIOR SEE SHEET C2.0 FOR ACTUAL ELEVATION ELEVATIONS SEE SHEET C3.0 FOR ACTUAL GRADING 323323 NOTE: vi o o CONT.RIDGE VENT(TYP) ARCHITECTURAL ASPHALT SHINGLES .. M OVER 15)J ROOFING FELT OVER 15/32° 29'- 28'-0" MANUFACTURED ROOF TRUSS @ 24'O.C.SEE 12 APA RATED OSB SHEATHING OVER (SEE SHEET A3.01 FOR ENLARGED PLAN) (SEE SHEET A3.01 FOR ENLARGED PLAN) y N N MANUFACTURER'S DETAILS&ENGINEERING 5� PREMANUFACTURED SCISSOR TRUSSES 29'-WY" 6'-3" 15'-6" 6'-3" 6'-3" 15'-6" 6'-3" (REQUIRES 14"TRUSS HEEL) -� WITH R-30 BATT INSULATION(TYR) SIDE APPROACH C 4 N N 60'CLEAR C RCLE SIDE APPRO CH - '^ P, 30"x 48" �A2�1 48"x60° A2.61 2 2 A4.01 A4.01 2 ,L 108'-0 42"x 60 PROACH 0.PLC 30"x 48" 11 FAU WH WASH 48'z 60' COMPUTER FAU WH WASH EXERCISE SE COMPUTER 60'CLEAR CIRCLE RCLE 2 R�M t0 05 AUNDRY BATHROO 2A 702 104 O ROOM 106 2A 2A 103 10 106 2 ER WALL ALL 2 HR WALL 1 - FRONT APPROACH `a 103 C�� A4.03 30°x 42" 42"x 48" _ WORKOUT 2 DW ROOM o o O o ALI3 A 100'-0" CLEAR FLOOR � REF o o I DW RE F TA.PLC AREA I 102 KITCHENETTE 60"x 60" i 102 R-19 BATT INSUL ,ID CD ,196'-8" J'' SIDE APPROACH �-.14�O _ C) I m C 30'x 48" "i 1 I ' C 5'- A COMMUNITY N arI A2.61 I �ROOM 2 D 2A rr 2 BUILDING SECTION u4r= a E 3v z LANDING 5'x 5' 2 2 7 2 I a o _ A2.61 i FIR RISER 1 I I o CONT.RIDGE VENT(TYP) MANUFACTURED ROOF TRUSS @ 24"O.C.SEE NOTE: MANUFACTURER'S DETAILS&ENGINEERING ARCHITECTURAL ASPHALT SHINGLES o- '� -L- (REQUIRES 14"TRUSS HEEL) �� OVER 15#ROOFING FELT OVER 15/32" - '�+ A4.01 Q ARA RATED OS8 SHEATHING OVER y r PREMANUFACTURED SCISSOR TRUSSES 12_ WITH R-30 BATT INSULATION(TYR) A4.p1 51 4'-10Yx' 4'-10" 10'-O" 10'-0" '-0"3'-6° 3'-6° 7'-0" 4'-5" '-7" 4'-0' 4'-0" -7 4'-5" 10'-6" •' 6' 6" ._D 106'-D' \ MAIN LEVEL ACCESIBILITY PLAN COMM22 MAIN LEVEL FLOOR PLAN COMM22 TA.PLY ATE COMMUNITY ROOM HALL LEGEND Z ,011 Fl-031 REQUIRED CLEAR FLOOR SPACE AT DOORS, ,♦,100'-0" FIXTURES&APPLIANCES. C 29'-6Y2" 28'-0' 28'-0' C R-19 BATT INSUL. ® 36"ACCESSIBLE ROUTE 15'-6" 6'-3" 6'-3" 15'-6" 6'-3" O A T.O�f Y:"r 1 1 2 C)2 A4.01 A4.01 LU __ -__-=-="-==-_=----------=-=--= 0 Z BUILDING SECTION ________ _=-_______fit_-------- 2A 2 w - _--- ----- -------------- -- I , I U- -____ _ - -__-- -_____ A4.03 J �"� Q - -== aam -_'_- _=- IL2 -------- --__---_-___----_--- o 0 0 o A4.03 Z 30"X36" _-----_---- -----_ --- MIRROR SIZE INTERIOR =-____ ___' -_ -- _____ � PULL OUT _ KEYBQARQ PAPER SYMBOL WIDTH HEIGHT MATERIAL GLAZING GLAZING TRIM REMARKS _________ _____________ ________ __ - 1 ) OISP. A 6'0" 4'0" VINYL DBL INS SLIDER WD _ __ ______ 1RAY TYP PLASTIC AM. TOWEL // = ___---_ -- - ------ __ " " O O O WAINSCOT F -6b" 5'0" VINYL DBL INS SLIDER WD -- _______--__= I Q (TYP,ALL WWALLS) DBLINS DOUBLE INSULATED GLASS --- --------------- 2A 2 2A Z `i EO EQ WD 3/8"CULTURED MARBLE SILL(SEE 5/A-2.3) - WRAP JAMB AND HEAD WITH GYP. BD. " ----- _ --_- --' _____-__ _ _ �D PEN �NDR - - --_ ------- I J VJ BRAGS WINDOW SCHEDULE ______ -_-_-__________________ , I m 7) w COMPUTER ROOM RESTROOM ----- --- ---- --�z=� j� r 2 Y 2'-6" 1'-6" 3'-O" 2'-0" 3'-0" ` 9'-8Y" 20'-0' '-O"S-6° '-6" 7 0" L45� �'-714'-0 4' 0" -7' 4'-5' 7'-0' 3' 6" 3' 6' '-0" ■�• F.F. A4.01 A4A2 MICRO -� -- A B C D E TYP w RIG. WINDOW TYPES SECOND LEVEL FLOOR PLAN COMM22 O T.P. LL COMMUNITY BUILDING DOOR SCHEDULE 18 ROOM DOOR SIZE FRAME HARDWARE # WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUP REMARKS RESTROOM KITCHENETTE 101 SO" 6'8" 1 3/4" A INS M PAINT M PAINT 8 THRESHOLD 5 G f 102 6'0" 6'8" 1 3/4" E HOLLOW HB PAINT WOOD PAINT 8B KEY NOTES FIRE BLOCKING NOTES 103 So" 6'8" 1 3/8" 8 HOLLOW HB PAINT WOOD PAINT 6A 104 2'8" 618" 1 3/8" B HOLLOW HB PAINT WOOD PAINT 8 THRESHOLD 1. BRACE PANEL-FRONT WALLS: FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 105 5'4" 6'8" 1 3/8" D HOLLOW HB PAINT WOOD PAINT 7A (2003 IBC 2308.9.3) I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT N 106 1 2'8" 1 6'8" 1 3/4" C HOLLOW j HB PAINT I WOOD PAINT 1 BB 1/2"COX PLYWOOD OR 7/16"WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG)NAILS THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. w c 5a @ 3"O.C.AT PANEL EDGES AND @ 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH m f COMMUNITY BUILDING FINISH SCHEDULE 107 SO" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT SE STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T. AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. w p i p CORE MAT'L 2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE(3)5/8°DIAMETER ANCHOR BOLTS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN 8 �¢ AND BETWEEN STUDS ALONG AND IN UNE WITH THE RUN OF STAIRS IF THE WALLS UNDER EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8"DIAMETER N a r ROOM ROOM CEILING INS SOLID CORE INSULATED M METAL ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. THE STAIRS ARE UNFINISHED. # NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS HOLLOW HOLLOW CORE HIS HARDBOARD FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 2"X4". 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A �. o�n PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. 0 101 COMMUNITY ROOM CP MDF -- P1 C, 8'-0.. SC SOLID CORE WOOD FINGER JOINTED PAINT GRADE WOOD 2. BRACE PANEL-LEFT,RIGHT,REAR FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVNG STAGGERED STUDS FOR 102 WORKOUT ROOM CP MDF -- Pi Cl g'-0" - (2003 IBC 2308.9.3)1/2"CDX PLYWOOD OR 7/16"WAFERBOARD WITH 80 COMMON(.131"SHANK SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BAIT INSULATION. 103 HALL CP MDF -- Pi CI g'-O" X 2 1/2"LONG)NAILS @ 4"O.C.AT PANEL EDGES AND @ 8"O.C.IN PANEL FIELD. VERTICAL NOTE: JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE 104 COMPUTER ROOM GCP MDF -- P7 Ci B'-o" SEE SPECIFICATIONS SECTION 08710 - DOOR BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF REVISIONS: 105 LAUNDRY SV RB -- Pi OF 8'-0" DOOR SCHEDULE HARDWARE FOR HARDWARE GROUP DESCRIPTIONS_ 4'-0"(2003 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS DRAFT STOP NOTES - 106 BATHROOM SV RB PL Pi Cl 8'-0" PL TO 4'-0" A.F.F. PAINT ABOVE SHALL BE TWO(2)2°X4"MEMBERS NAIL LAMINATED TOGETHER. 107 JANITOR SV RB -- P1 Ci 8-0" 2A. BRACE PANEL-INTERIOR WALLS 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINCS HAVING _ FLOOR BASE ® ® ®® ®® ® ® ® (2003 IBC 2308.9.3)5/8"TYPE'X'GYP.BOARD EACH SIDE OF WALL. NAIL TO STUDS,SILL MORE THAT ONE DWELLING UNIT. SUCH GRAFT STOPS SHALL BE IN LINE WITH WALLS CP - CARPET MDF 2 1/4" WOOD PRIMED& PAINTED PLATE,TOP PLATE AND IN FIELD WITH 6d COOLER OR WALL WNG BOARD MAILS AT 7"O.C.SILLS SEPARATING INDIVIDUAL DWELL! UNITS FROM EACH OTHER AND FROM OTHER AREAS. SHALL BE BOLTED A THE FOUNDATION'NTH F WA ANCHOR BOLTS AT 4$O.C. NAIL SHEATHING 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED DRAWN W. DATE SV SHEET VINYL RB 4" RUBBER BASE TO DOUBLE STUDS AT HOEDOWNS AND END OF WALLS Vd1H(2)NAILS. SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING TRW 12J2BI07 INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. C. CONCRETE SLAB 3. FIRE EXSTINGISHER CARNETS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL CHECKED .xJR N? UNFIN.I UNFINISHED FLOOR PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS. T.R.W. 07001 ® ® ®® ®® ® _ GENERAL NOTES 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH SHEET NUMBER: WALLS CEILING - AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITION. P1 PRIME, TEXTURE, &PAINT Ci PRIME, TEXTURE, &PAINT A2.61 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. (INTERIOR SEMI-GLOSS ENAMEL) 9 (INTERIOR SEMI-GLOSS ENAMEL) A p C D E SHED TFLE: ROOMM SCHEDULE� /'1 '�O/ l/ 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCATIONS. FLD�R PLANS FINISH �7CHED"'LE DOOR TYPES J 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATIONS. OO n^ LA 4. STEP FOUNDATION. SEE SHEET A1.01 FOR LOCATIONS. COMM22 C 1 1 1 �oo � g P4 i 85-8y2' I01 � y I I s RT 29'-BY2" 28'-0" 28'-0" 2 2 2 A-2.0 2 SIM. ---- ------------------------------------------------------------------ ---- ---------------------------- ?---z---------------------------- ----- - ------ --------------- ------.. %% _ _ __ __ __ _ _ _ __ ___ __ ___ __ ___________________ __ __ _ _ _________ ________________ ! ! i I F U W s RY _ _ ___I _i' i'__I__ ___ ___ __ ___ _ __ I I I I r ! 2 I I I I I I I I I a-z.oz ! T�ICH 11 1 1 I ( I I I I I I I s A-2.o M. SIM. l l l i l l l l V i I B- 02 I I I I I I I I i ;TYPoz ?_ I I I I O.C/ T� 10 ( I I I I. 1 1 1 1 1 1 1 1 I I I co co 3 II I I I I 3 i i 3 BLPCKOIiIT F CRAWL A i I I I BE 0'T F WL A�2.02 i ! ! i A-2.02 BLOCKOUT R CR d rn f f SP I I I . I; I r CE. 1 - I I ; sP 1 I I___ ___ __ ___ __I__ �__ J___ _�.__.�__�__�___I___ ___ __J L______________ ___—_--_— —_--_ L _______ _________________- -- -- - - -- --- --- -- --------- - ------- _—_—_ ---- --------_ ---I==�=_ ---- --- - fl - -- - -T -- --- -- --- -- --- --�- -- -- - --- -- -- -- - - -- --- -- ---------__ -- --__ _-_-____-__------------ ---- --- ----- -_--_- 8 ! ��- --�--,-- r -1-- ---�__ --- -- 1211, --$ i �-- -- n-,Q -- --- -- J � � � I I I III Q � 11 1 1 1 1 1I I! i ,I I ( I I II I I I I I I I ITH NTT I I II L, ! i i i i j i �4 � �i � � i I I i i i i i i l „ i j i-- -- -- --- --!-- j-- 3 ! ! 3A-2.o2% . PB�ACKgUT F R CR�4WL j A�2.02 T S ACE., SP------ --------------- - I i , VIA IL 1 ---�- �-- -- - --i --�-=�---�---�--�---�--7 � _�_-- - - -- -�-1-- --�---' - �{ I r A-z.02 1 i I I U ITlj RI00 --i- YP. 2 T 6 A-2.o III I I I I I II i l l I I I I I ' A-2.02 M' l YP. 2 I 19J1/2°Ir12o®^6 I I I I III I I I I I I i o I I I I I I 2 &.2,1. _ __I ( I , . 2 I rl- _-_________- A0 r z SIM. -- __ ______ n r � ZD I I I I I I I I I I I I. i I I 11 c I 11 I I I I I j I•_ _-J 1 I A-2.02 !--!I I -'I� �.O 2 __-------------------------- ---------- _ _2.02 A-2— ______________ _______L5'-0" J II 2 I I r---- - - ------- r'II'I --II--III -- q 1 p eL__ _ ________ v1 2 2 B, p„ V w — B' D" A-z.Dz I 1 U IM MISER YP. Q LL 9'-By" 20'-0" 28'-0" 28'-0" e < z uJ BUILDINGS COMM22 - FOOTING & FOUNDATION PLAN KEYNOTES �_ z � SCALE: 7/4"=7'-0" 1. SIMPSON•STHD14"STRAP TIE HOEDOWN.VERIFY INSTALLATION REQUIREMENTS WITH MANUFACTURER W ui W 2 8"x 16"FOUNDATION CRAWLSPACE VENT(NTH CORROSION RESISTANT WIRE MESH SCREEN. W o on SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL VENT WELLS 0 C C EACH VENT G z 3. RADON MITIGATION EXHAUST VENT,SEE ELECTRICAL&MECHANICAL SHEETS. Y 4. SIMPSON"PB544A•POST BASE. 5. 24"x24"x8"CONCRETE FOOTING WITH(2)#4 BARS EACH WAY. 6. SIMPSON•PBS66"POST BASE. 7, SIMPSON•PBS46"POST BASE. 8. 36"06"x8"CONCRETE FOOTING WITH(3)#4 EACH WAY. 9. 18"x24"FLOOR CRAWL SPACE ACCESS. O 10.STEP FOUNDATION WERE OCCURES. SEE SHEET A1.01 FOR LOCATIONS L I , II L GENERAL NOTES Q ! 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2, SEE SHEET A1.01 FOR BUILDING TYPE ALIGNMENT AND LOCATIONS. 3. ACCESSIBLE UNIT AND SENSORY UNIT LOCATIONS SHOWN ARE FOR PLAN REFERENCE PURPOSES ONLY.SEE SHEET A1.01 FOR ACTUAL ACCESSIBLE AND SENSORY UNIT LOCATIONS. N WVo aS FIRE BLOCKING NOTES N~r a rco N�a FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COOED CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. REVISIONS: 4, IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.BD.WALLS HAVING STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULAITON. DRAWN BY. DATE DRAFT STOP NOTES GK5 12/28/07 CHECKED: JOB HO: T.R.W. 07001 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING SHEET NUMBER: MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS A-^•� SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 1 2 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING SHEET TIRE INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2"GYP.BD.,3/8"WOOD STRUCTURAL FOUNDATION PANEL,3/8"TYPE 2-M PARTICLE BOARD R OTHER APPROVED MATERIALS. PLAN 4 AUTOMATIC LADTCHES CONSTRUCTED ASPREQUIRED FOR R THE PARTITION. COMM22 WITH COMM22 I I I Ncc 8 7 � I I I � 9 t o 29-81j" I 28'-0' I 28'_0• N N � •O 1 2 1 1 A2.61 A261 4 O1 A4.01 4 ROOF AS 1 1 1 1 1 1 1 I I ! � I I11I, ,1I'I III !III I I JIII 8 IIII IIII 11I 1/["TN III I 1 9 tl/21 TJII I I I I I 11 TyN I I I I • I 210 JOISTS 1 I I 21.0 JOIST 024°O.0 I A.0 1 0.. GABLE END TRU S o o O ° �Al 3 ! O AM1 I I ' I ' III! IIII 4IIIII " ' I n °I GABLE END I III I II I I I I I I „ ' I I I I I I I I I•I I I I LL GABLEND I TRUSS TRUSS I 1 1 E I I I I I I 2X, D© 11 I I I I I I l;1 E j o II 1 1 1 1 4 I O2 16" I I '4 I I I I �• .I E III I. I I D.G I I I I b 1 1 I -_ 4 I I II I I j I I I I I I I• 1°I Y� 2 4 ® \ 4 0 •� A2.61X10 -44AI ROOF LINE °p DF L UP U `figg OF- �Y3 #2 @ 16' 1 ( #2 0 16'D . U gg gg 9'- 20'-0" 3'-0" 7,_0• '-5" '-7 4'-0' 4'-0' '-7 11'-5' 7'-0" '-0" =L h 3 A4.01 1 I I I I SECOND FLOOR FRAMING PLAN COMM22 118"_V-0" Z 85'-W 29'-W I 28'-0" 28'-0" O GABLE END w 1 1 TRUSS pt z Q A4.01 A4.01 V --T— --T--r-�--T -�-�-I- -- -- -�--IE F-I -- - --T--� -T-- - w C ILL I I I I I I I I I I I I I I I I I I I I I � IIIL � IILIIII ; IIIII II III IIIII 1 1 1 1 1 1 1 1 1 1 1 1 \f' A, I 1 11 I 1 1 1 1 1 1 1 1 / /� z I i I I . III° I I 4.03 w \�� I RI GE 1 1 I 1 I I I , I , IIIIIIIIIIII I I I - I CABLE 1 I1 1 1 1 1 1 1 j - END j l IIIII L--L-J RI GEI I_ I__'_I_� 1 I RI GE 1 I 1 1 !rl TRUSS Q IT rl n -TTl 1 1 __ - � v cc:__ _ _ -L- - ° ° I � I I I 4 I I it I ° ° �- � CZ 1 1 1 1 1 1 1 1 1 1 GABLE END F, TRS S P. 0 SSS i TR SS rr T I 1 1 1 1 1 i I 1�4' 1•C -"� 7® 4 .C. 1 1 ' I I I 11 1 1 1 \\A` 1 I I I I I I I I I 1.1 IIIIII IIIIII �_ _ � 1 1 I I I I I I I I I I I 1 I I I I 1 I I 4-4-1-4-1-- -- I I I I I I I I,, II I I I !I I I ~ w Y 1$'HEEL TRU SES CE AIRED AT ON M DUE I PING 20'-0" '-0° 28'-O'l 1 o A4.01 A4.02 U— ROOF FRAMING PLAN COMM22 Q KEY NOTES FIRE BLOCKING NOTES HANGER SCHEDULE BEAM SCHEDULE O A SIMSON ITT9.5 OR (3)1 3/4"x9 1/2"MICRO-LAM 20°x 30'ATTAC ACCESS W/30°MIN.HEADROOM SEE 10/A4.04 FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: KANT-SAG TH017950 AT NAL w/(12 1 COMMON 9 1/2"TJI's TYP. NAILS AT 12'D.C.O. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT [2� NOT USED THE CEILING AND FLOOR LEVELS AND AT 10'INTERVALS BOTH VERTICAL AND HORIZONTAL a @SMSON MIT49.5 OR (z)1 3/4"z9 1/z"M1cRo-LAM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH o 30 KANT-SAG TH035950 ®NAIL W/(3)16d COMMON © NOT USED AS OCCUR AT SOFFITS,DROP CEILINGS AND COVED CEILINGS. C� JOIST HANGER NAILS AT 12"O.C. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN w= W 3 0 ©SIMSON MIT49.5 OR ®(2)2xl2's C47 SIMPSON VERTICAL STRAP TIES"LST149"CONNECTORS TO FIRST AND SECOND FLOOR AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER Q a¢ p KANT-SAG TH035950 NAIL W/(3)16d COMMON CHORDS THE STAIRS ARE UNFINISHED. JOIST HANGER.PUT HANGER NAILS AT 12"O.C. 4. IN OPENINGS AROUND VENTS,PIPES,DUCTS AND SIMILAR OPENINGS THAT AFFORD A v0 ON INVERTED OR UPSIDE PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS. DOWN ®(NA)L2W/(3)16d COMMON GENERAL NOTES FIRE BLOCKING MAY CONSIST OF 2X LUMBER OR GYP.DO.WALLS HAVING STAGGERED STUDS FOR OD SIMSON BC4 POST CAP NAILS AT 12"O.C. SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATT INSULATION. 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. 2. SEE SHEET A1.01 FOR BUILDING TYPE LOCADONS. DRAFT STOP NOTES REVISIONS: 3. SEE SHEET A1.01 FOR ACCESSIBLE UNIT LOCATION. - NOTE: 1. DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING - FLOOR FRAMING CONCEPTUAL MORE THAT ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS _ TO BE DESIGNED/ENGINEERED SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. BY FLOOR TRUSS MANUFACTURER 2. DRAFT STOPS SHALL BE INSTALLED IN ATTICS,OVERHANGS AND SIMILAR CONCEALED SPACES. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING DRAWN W. DATE: INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS TRW 17J26I07 3. DRAFT STOPS MATERIAL SHALL BE NOT LESS THAN 1/2'GYP.BD.,3/8"WOOD STRUCTURAL NOTE: PANEL,3/8"TYPE 2-M PARTICLE BOARD OR OTHER APPROVED MATERIALS CHECKED: JOB NO: USE SIMPSON H1 SEISMIC 4. OPENINGS IN DRAFT STOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH T.R.W. 07001 AND HURRICANE TIES(TYP) - AUTOMATIC LATCHES CONSTRUCTED AS REWIRED FOR THE PARTITION. SHEET NUMBER: A2.63 SHEET TITLE: FLOOR&ROOF FRAMING COMM22 N qua wap� "x wau.1� I I I aV7 � NN OC OC _ ui �\ 108'-11 3/8" J. - - T.OT.O.PLYWOOD T.OT.O.PLYW�- -_ - T.O.PLYWOOD `� - TO.PLYWOOD Li ll SEE SCHEDULE J, -- -- TSO- FSOCHOEIIDN�U -___.___ _ OFOOTNG T I C a LEFT ELEVATION REAR ELEVATION TYP. r 7 u� U N I *' 2 108 '- ------------------------ --T.O.'-il PL- riVO3/8" - -- -- T,O.PLYWOOD imj .- _- PLYW00 T.O, -- - --- - ' - II I II -- T.O,PLYWOOD - -- -'-"-- - -- T.0 SCHEULE J. �- " ---- -- 1 -.L _- l �- SEE SCHEDULE J. SEE FOOTI � __ T.O.FOOTING W �, Q FRONT ELEVATION TYP. C) C RIGHT ELEVATION w J J LL I W � z LEGEND ui 0 ® ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR :5 V Q "DRIFTWOOD" c VINYL SIDING: AL INC.ODYSSEY COLOR: "VINTAGE WICKER" J PROPROVIDE SOFFITS, SHUTTERS AND MISC.ACCENT TRIM COLOR: "ANTIQUE PARCHMENT" 1�1W 1 - CULTURED STONE: STONE PRODUCTS CORP. �®COLOR: "SPRING STREAM STONE" O co � UJ Y J M r O LL KEY NOTES L' Q 1. WINDOW SHUTTERS 2. 2'-O"x2'-0"INLAYED SIGN W/PROJECT LOGO, 3. BUILDING IDENTIFICATION SIGN SEE DETAIL 4/A4.01, Fo j UU N �o GENERAL NOTES H 1, KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. I 2. STEP FOUNDATION. REVISIONS: I DRAWNW: DATE: TRW 1228/07 CHECKED: JDS NO. T.RAV. 07001 SHEET NUMBER A2.64 SHEET ME: EXTERIOR ELEVATIONS COMM22 i I 28•_0. o 28--0" 6 0 6 0° 3'- ,D'-0" 12'-0" �2' 10'-0" 12'-0" 3• 3" o 1115' BEDROOM#1 '� O BEDROOM#1 2 5" 2' -3" ,1'-9• 2 5 10'-11" I 109 119 ,09 , 1'-6" 3'-9" 3" 4- 5'-10' "� •i '-6° 3'-9" 3'-4" 5-10" BEDROOM A p ""'"' BEDROOM ^ o BEDROOM t10 ii !i 109 BEDROOM ^ j 0 I 108 j i I B 0 1 BAD 11 105 2'-6 •i ----------- 105 m 10'-4" 4'-� 13-7" T HALL HALL tY2 ' O O 11 I STO AGE 12 I 11 STOR GE 12 HALL I O —'— HALL I 3 3 C 5 6 i105 3,_8 2,_W,10 5 , 'n I Q - 105 3'-�" 2,_9, - _ L _ I _ i _N I STORAGE N o KITCHEN m 12 KITCHEN TO A3 E j KITCHEN 113 I A3.01 KITCHEN O I • m 2'- 2'-" _ -M I UNDRY j _� 107 2,_9 ,1 2 BATH 107 12 I 107 m 12 I BATH 7 ♦ " I SEE DETAIL 5- ----' --—'— 'N I .r.�. 3 I f 'r______ d o 103 �A3.01 I j I O O A3.02ET _— PL NT SHELF ABOV--- T-11" b a'-3" T-11" - b M O •i 102 OI,, O11 OOO ENTRY 4-0 � o 0 Q o u u TRYo1o, 2-,o II z'-to°A O1 IENTRY ENTRY C Tr 4-6 _ 101 Q 3-g 4•-3,. 2.-8• 3, 5' 4 I 1011,_9. 3._4, 3._2„ �• 2,_2, - � I in DINING ROOM - I � DINING ROOM � I 103 i 103 ._. i 81-9" 3'-9° 3'-1i¢" 3'-9Ki' _— 8'-9" �3'9° 3'-2Ri' 3'-9J�' NAGN 3,_ 120 2' 71. v LIVING ROOM j I S-6" LIVING ROOM 02 DINING ROOM LIVING ROOM DINING ROOM LIVING ROOM i 104 -102 j m 703 102 103 102 I I I O I I I o TOR GE TOR'GEC I ( 13 , El- ' m SEE NOTE FOR I 104 I 104 ' 11 SECOND FLOOR. I I j 114 i j •a I � I I A I ZD PATIO PATIO PATIO PATIO 104 7��7 7-� ,04 3 0" 2-4" O 7 " 7 ' 3'-0' 7'-0" 14'-0" 3 0" 7 0° 14 0" I LU f— T*PICAL 2 BEDROOM APARTMENT FLOOR PLAN TYPICAL 2 BEDROOM ACC. APARTMENT FLOOR I PLAN 4'-'� 3'-'°'� 6'-°" -°" `-'�' 3'-'Dy" 6'-°" 6'-°" � W cn 114"=1'-0" 848 S.F. 114"=1'-0" 838 S.F. TYPICAL 3 BEDROOM APARTMENT TYPICAL 4 BEDROOM APARTMENT g 2i J FLOOR PLAN 1ST FLOOR FLOOR PLAN 1ST FLOOR J_ F-- Q CC LL 6'-2" ,5'-8° T-5' _ 114"=1'-0" 812SF. 1/4"=1'-0" 8125.E ' '� < z W 0 I 14'-2Y2' S-0" 5-5" 4'-7" T-0" 5'-0° 5'-5" 4'-7" 7'-0' Ji L.L I .I 110 709 ( I BEDROOM#2 11'-10" I © © CO © J I I — — W W BEDROOM#1 i I m o7'-7" -WNW" 2-Rj' I'_p" 8'-0F 3'-3Y2' BEDROOM#1 BEDROOM#2 BEDROOM#1 BEDROOM#2 C 108 HALL ip 203 204 i 203 204 C + + + + + + + + + + + + + + + + + ' 05� 7 j Y j + + + + + + + + + + + + + + + + + + + + + I FF] _ - 5' 11 2 o UJ 01 + + + + + + + + + + + + + + + + + + + + + + 11 10'-2' 11'-7" + + + + + + + + + + + + + + + + + + + + + ___- -- J�y'► + + + + + + + + + + + + + + + + + + + + + + BAT 3•_1• 2'-10" S-4' 3-8" S-10" 2•-11" 3'-7" 4'-5" 0 + + + + +++++ li it +++++ O LAUNDRY o '� 202 Q + + + + + + �.LK 1'-53�" KITCHEN 112 _i _—. _—_ + + + + + + + + + r ENTRY ENTRY 04 " / _____ _ + + + + + + + + + + + + + + + + 806 `� Y o o _ 201 ° N "� 201 O _ + + + + + + + + + + + + + + + + + 201 0 + + + + + + + + + + + + + + + + s-7Y2' I m �..L + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + I 5'-0° W-4,2 BATH 3" 24' 05 p ________Q ______ —_ O 106 MECH. i + + + r + DINING ROOM N O N � 26° FmECK + + + + + 2 r CHASE __ 11 07 Ul 7-,+-,+ TRY •i j !F-----'-'--i + + + 1 , 1 �>TJ 06 itI { BEDROOM#3 O +•+ ,,, i i �• LIB___:---- w=- o �� + + + + + + + + + I + + + + + + + + + I LIVING ROOM O a W 6 + + + + + + + + + + 5'-1' 2'-6V 1'-8" + + + + + + + + + 102 I ��¢ +++++ 0'-f0" 13'-11)1' - — - i BEDROOM#3 Om + + A C `i I 205 + + + + + + + + + + + + + + + + + + + + + STORAGE I +++ +++++ 113 n 104 I I + + + I ( REVISIONS: ® j - +++++ i •i I N i I - + + i + I PATIO +++++ I I i 114 -1 104 1 A j + I +++++ I GKS 12nN7 DRAWN BY: DATE GKM Wk �ETR.W. doe 07001 SHEET NUMBER 6'-10• 4'-5 ' TYPICAL 3 BEDROOM APARTMENT i 3'-11• 4'-2" A3.01 FLOOR PLAN 2ND FLOOR TYPICAL 4 BEDROOM APARTMENT sREETT RLE ACCESSIBLE ROUTE PLAN j TYPICAL 3 BDRM APARTMENT FLOOR PLAN FLOOR PLAN 2ND FLOOR ENLARGED I I 114"=1'-0" 357S.F. FLOOR PLANS I I 114"-V-0" 1,049 S.F. I I - W. DOOR SCHEDULE ''-6' 2'-6' ROOM FINISH SCHEDULE s o $ $ sRnv ROOM & tri ,H � NOTE: SEE SPECIFICATIONS SECTION 08710-DOOR HARDWARE FOR HARDWARE GROUP DESCRIPTIONS.NS.DOOR HARDWARE AT ALL GROUND LEVEL 2-BED-ROOM UNITS SHALL BE OF ACCESSIBLE sruRniD ROOM ROOM CEIUNG rn N N E. WASHER/ NAME FLOOR BASE WAINSCOT WALLS CEIUNG HEIGHT REMARKS DOOR FRAME HARDWARE 000R •N DRYER -- SINGLE oRe� H.A c• �D 101 ENTRY SV MDF _- P1 C1 8'-0" N O �� /PAIR WIDTH HEIGHT THICK TYPE CORE MAYL FINISH MAT'L FINISH GROUPS REMARKS •� eEm"D 102 -O" o y 102 LINNG ROOM CPT MOF P7 C1 8' ,n a' p' 101 S 3'-0" 6'-8" 1 3 4" A IN3 M PAINT WOOD PAINT 1 WEATHERSTRIP/45 MIN.RATING _5 103 DINING ROOM CPT MDF == P1 C1 8'-0" 103 N I cauRrER BAR __ TOIL 102 5 1'-6" 6'8" B H HE PAINT WOOD PAINT 3 103 wA`I RBxD. °i TOIL PATIO CS - 8'-0" 703 S 2'-2" 6'-8" 1 3/8" B H HB PAINT WDOD PAINT 3 A.>w. 0 105 HALLWAY .CPT MDF Pi Cl 8'-0" 105 T TOIL S 6'-0" 6'-8" - E DBL INS SLD GLS DR. WOOD PAINT MANUFACTURER 'OS u�x AHra�wA •� wDlAim D VARIES 106 BATHROOM SV RB == Pt Cl 8'-0" 5/8"WR GYP.BD.AROUND TUB,TYPE'X'®COMMON WALL 106 105 S 3'-0" 6'-B° i 3/8" B H HB PAINT WOOD PAINT 2 OR 2A 107 KITCHEN SV RB P1 Ct 108 3/8" D H HE PAINT WOOD PAINT 7 107 w , 3-2"� 2-7" 2 w 1' 2'-O"I1'-9" 3'-0' LI-4 2'-7" L TYP. CLOSET 10B BEDROOM 2 CPT MDF == Pi C1 8'-0" 108 107 S 3'-0' 6'-8" 1 3/8" B H HE PAINT WOOD PAINT 2 AF H` �I�F—+r 109 BEDROOM 1 CPT MDF Pt C1 8'-0" 110 108 S 3'-0" 6'-8" 1 3/B" B H H8 PAINT W000 PAINT 2 10B KITCHEN ELEVATION 110 BATHROOM SV RB -- Pi Ci " 5/8°WR GYP.BD.AROUND TUB,TYPE'X'®COMMON WALL 110 109 P 2'-6" 6'-6" 1 3/8" 0 H H0 PAINT WOOD PAINT 7 109 7/4"=1'-0" 111 110 1A - 111 BEDROOM�3 CPT MDF -- Pi C1 8'-C 1 3/8" D H HE PAINT W000 PAINT 7 112 LAUNDRY ROOM SV RE -- P1 CI 8'-0" 113 111 1/4„=T-0" -- -- 13 ilt 5 2'-6" 6'-8" 1 3/8" B H HB PAINT WOOD PAINT 2 113 STORAGE P1 ClC1 8'-0" 112 S 3'-0" 6'-8" 13/8" B H HE PAINT WOOD PLANT 2 112 -- 8'-0' S/8"TYPE'X'GYP.BD.FIRE TAPED(TYP WALL&CEIUNG) 113 114 FIRE RISER -- -- -- -' 113 P 2'-6" fi'-8" 1 3/8' D H HS PAINT WOOD PAINT 113 '-6" 2'-6° 3'-2" 2' 7' 1-6 R�. SECOND FLOOR TOWN HOME ROOM FINISH SCHEDULE °' 114 S 3'-0" 6'-8" 1 3/8" B HCI M PAINT WOOD PAINT g WEATHERSTRIP 114 •C-P A6E. C wAB�% 1 3/8" B H HB PAINT WOOD PAINT 3q 115 �LW ROOMnE2A- j.AI1 CEIUNGL Ananal <•BAd_ FLOOR BASE SCOT WALLS CEILING HEIGHT REMARKS sw.ASH CPT MOF Pi ' 0"AV I5 8 WR GYP.BD.AROUND TUB,TYPE'X'®COMMON WALL 102 SV RB - P7 Ct 8'-0" I 119 S 2'-6" 6'-8" 13/8" D H HB PAINT WOOD PAINT 3A RURio. 0 CPT MDFC1103 WEATHERSTRIP 120 MAWS 104120 S 3-O 6-8 8" H HB PAINT WOOD PAINT 6 , RAua p SR `� CPT MDF Pi C1 ` 121 S 3'-0" 3/8" 8 HCI M PAINT WOOD PAINT 5 WEATHERSTRIP 121 "' •� WASHER 205 BEDROOM#3 CPT MDF -- P1 Ci 8'-0" 105 121 6'-8" 13/8" B HCI M PAINT WOOD PAINT 5 WEATHERSTRIP 3'-6" 106 206 123 4 7 123 P 2'-6" 6'-8" 1 3/8" C H HB PAINT WOOD PAINT BI-FOLD DOORS �„ 62, 6" 3,_2" 2'_7 Li'-9" 3'-1" 2'-0° ._2'-" BATH ° 9 SECOND FLOOR TOWN HOME DOOR SCHEDULE KITCHEN ELEVATION FLOOR BASE WALLS CEILING 3 NOTE: SEE SPECIFICATIONS SECTION 08710-DOOR HARDWARE FOR HARDWARE GROUP DESCRIPTIONS,DOOR HARDWARE AT ALL GROUND LEVEL 2-BED-ROOM UNITS SHALL BE OF ACCESSIBLE 7/4"- 1'0" CPT CARPET ON APPROVED PAD WD FINGER-JOINTED PAINT GRADE WOOD Pt PRIME, TEXTURE, & PAINT ClC1 PRIME, TEXTURE, L PAINT g TYPE SV SHEET VINYL (INTERIOR SEMI-GLOSS ENAMEL) (INTERIOR SEMI-GLOSS ENAMEL) �Q© g 3 SINGLE SIZE DOOR FRAME HARDWARE DOOR B 114„=V-0" CS CONCRETE SLAB ON GRADE RE 4" RUBBER BASE Y 3 DOOR /PAIR GROUPS REMARKS 42"MIN. 1 "MI NOTE: WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MATL FINISH fi• TR TREX DECKING FINISH AT EXTERIOR STORAGE WALLS H 201 S 3'-0" 6'-8" 1 3/8" B H HE PAINT WOOD PAINT 2A 1. 5/8"TYPE'X'GYP.BD.WITH P1 FINISH 4"MIN 12" 4"MIN 4"MA a 12" 36"MIN SILO MIN PROVIDE 2x8 BLCCKING CN ALL CEILING-5/8"TYPE'X'GYP.BD.WITH fl 202 S 3'-0" 6'-8" 1 3/8" 8 H HB PAINT WOOD PAINT 2A ,4, A MI MI 12 42 MIN FINISH 203 CONTROL MA LOWER LEVEL UNITS. 203 S 3'-0" 6'-8" 1 3/8" B H HB PAINT WOOD PAINT 2A AREA 3"MAX 204 P 5'-0" 6'-8" i 3/8" D H HB PAINT WOOD PAINT 7 204 -_ - — 205 P 5'-0" 6'-8" 13/8 D H HB PAINT WOOD PAINT 7 205 -'-- - -- --- 2x4 FRAMING 0 I6 D.C. f N 206 --- 4-'--- -- SEAT ^ 206 S 3/8" B H HB PAINT WOOD PAINT 2A 206 P 5'-0" fi'-8" I3/8" D H HE PAINT WOOD PAINT 7 207 $ h •� n r� ny n CORE MAT'L � A • " ,� (3)16d NAILS EVERY STUD INS SOLID CORE INSULATED M METAL 60"MIN oa FOOT BACK HEAD PROVIDE 2x8 BLOCKING ON ALL 60"MIN. 2x4 FRAMING H HOLLOW CORE HB HARDBOARD LOWER LEVEL UNITS, oMA Rnn a,a A+,mE," 7"MIN HCI HOLLOW CORE INSULATED WOOD FINGER JOINTED PAINT GRADE WOOD 5� ALT.SHOWER LOCATION OF SHOWER SPRAY , INYL WINDOW IF GRAB BAR IS NOT UNIT W/60"MIN.HOSE THAT �' CONTINUOUS.ENDS HEAD AND CAN BE USED FIXED OR AS 19"MA MUST BE MIN.6"FROM CONTROLS 7"MAX. HAND HELD UNIT. VERTICAL BAR ate,+ 48"MluomoA GLAZING SEALANT ® ® ®®®® ® ®® LOCATION MAY NOT INTERFERE WITH USE O PERPENDICULAR WALLS 3/8"CULTURED a •MA x OF GRAB BAR. ""TA-Mu R MARBLE SILL EXTERIOR CORNER BEAD z AREA OF CONTROLS: HOT WATER WALL SYSTEM GYP.BD. ij ^a 3-6" MA" CONTROL TO BE THERMAL SHOCK WALL FRAMING ®® ® ® ®® PROTECTED TO 1207 MAX. ,.H - INSULATION Q SHIM AS REQ'D /R a v 1/2"MAX.THRESHOLD ALLOWED a WR a OPT IONAL FOLDING SEAT _ _ 2'-6" ON 60"ROLL-IN TYPE SHOE ^ J MA 5' 0" 5'-G" 2 6 I PLANT SHELF DETAIL n � P A B C D E F MIN.250 LB CAPACITY � STALLS SILL DETAIL 5 71071171 � � Q 7 MIN DOOR TYPES 7 T/2"=r-o" cc LL ACCESSIBLE BATH PLANS & ELEVATIONS < z WINDOW SCHEDULE SYMBOL SIZE INTERIOR COMMUNITY BUILDING DOOR SCHEDULE COMMUNITY BUILDING FINISH SCHEDULE Q SYMBOL WIDTH HEIGHT MATERIAL GLAZING GLAZING TRIM REMARKS ROOM A 6'-O" 4'-O° VINYL DEL INS SLIDER WD ARCHED TOP A DOOR ROOM ROOM CEILING SIZE FRAME HARDWARE B 5'-0" 4'-0' VINYL DEL INS SLIDER WD B WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUP REMARKS NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS C 6'-0" 4'-0" NNri DBL INS SLIDER WD UPPER LEVEL ONLY C 101 3'0" 6'81, 1 3/4" C INS M PAINT M PAINT 8 THRESHOLD 1 ENTRY CP MDF P1 Ct H'-O" 102cc D NOi USED - - - - D 102 SO" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 88 102 COMPUTER CP MDF == Pt C1 8'-0" 103 OFFICE CP MDF Pi Ct 8'-0" 103 1 I I W E 2'-0" 5'-0" MNri DBL INS FIXED WD TEMPERED GLAZING E 103 SO" 6'8" 1 3/6" B HOLLOW HB PAINT WOOD PAINT 6A -- 104 �/°��/�■ DEL INS DOUBLE INSULATED GLASS 104 SO" 6'B" 1 3/8- B INS M PAINT M PAINT 8 THRESHOLD TOIL WORK OUT ROOM CP MDF Pt C1 8-0 105 � ■ � WD 3/e" CULTURED MARBLE SILL- WRAP JAMB AND HEAD WITH GYP. BD. 105 5'0" 6'8" 1 3/8" D HOLLOW HB PAINT WOOD PAINT 7A 105 KITCHEN SV RB -- P1 Ci 8'-0., 106 O 106 3'0" 6'8" 1 3/4" C HOLLOW HB PAINT WOOD PAINT 8B 106 JANITOR SV RB -- Pi C1 8'-0" 107 MEN SV RB PL Pl Ci 8'-0" PL TO 4'-0" A.F.F. PAINT ABOVE 107 107 3'0" 6'B" 1 3/4" B HOLLOW HE PAINT WOOD PAINT 8E 108 10H 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT BE 108 WOMEN SV RB PL P1 Cl 8'-O" pL TO 4'-0" A.F.F. PAINT ABOVE 109 W 109 3'0" 6'8" 1 3/8" C INS M PAINT M PAINT BA THRESHOLD 109 HALL CP MDF -- P1 Cl 8'-0" 110 LAUNDRY SV RE -- Pt Ci 8'-0" 110 110 3'0" 6'8" 1 3/4" B INS M PAINT M PAINT BC THRESHOLD 111 111 3'0" 6'8" 1 3/4" C INS M PAINT M PAINT 2 111 COMPUTER ROOM GCP MDF -- co 112 3'O" 6'8" 1 3/8" B HOLLOW HE PAINT WOOD PAINT - mANAuEKS UNIT I H S HEDULE 113 3b" 6'8" 1 3/8" B HOLLOW HE PAINT WOOD PAINT 3 ROOM ROOM CEILING ROOM 114 SO" 6.8" 1 3/4" B I INS M PAINT M PAINT 2 NAME FLOOR BASE WAINSCOT WALLS CEILING HEIGHT REMARKS 115 NO" 6'8" 1 3/B" B HOLLOW HB PAINT WOOD PAINT 3 ENTRY SV MDF -- P1 Cl 8'-0.1 Jc MANAGERS UNIT DOOR SCHEDULE 202 LIVING ROOM GP MDF -- Pi Cl H'-0" 202 O DOOR 203 DINING ROOM SV MDF P1 Cl 8'-0" 203 SIZE FRAME HARDWARE 204 ` WIDTH HEIGHT THICK TYPE CORE MAT'L FINISH MAT'L FINISH GROUP REMARKS 204 HALL CP MDF == Pi Cl 8'-0" 1 L `N 205 �L PAINT 1 THRESHOLD 205 KITCHEN 201 '0" 6'8" 1 3/4" A INS M PAINT WOOD SV RB P1 C1 8-0 206 202 4'0" 6'8" 207 1 3/4" D HOLLOW HE PAINT WOOD PAINT 7 207 BEDROOM UTILITY SV RE -- Pi C1 8'-0" 207 F.F. 203 SO" 6'8" 1 3/8" B HOLLOW HE PAINT WOOD PAINT 2 CP MDF -- Pi C1 8'-0" A O O C p E 204 5'0" 1 3/8" D HOLLOW HE PAINT WOOD PAINT 7 208 BEDROOM CP MDF -- P1 C1 8' 208 0 1 3/8" B HOLLOW HB PAINT WOOD PAINT 2 209 BATHROOM SV RB P1GYP.BD,AROUND TUB,TYPE'X' COMMON WALL 2°9 205 5'0" 6'8" WINDOW TYPES 2Dfi 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 3 210 BATHROOM SV RB == P1 Ct 8'-0" 5/8"WR GYP.BD.AROUND TUB,TYPE'X'®COMMON WALL 210 207 SO" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 3 211 BEDROOM CP MDF P7 C1 8'-O" 211 208 3'0" 6'B" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 2 212 PATIO CONC. 213 STORAGE 209 3'0" 6'8' 1 3/8" B HOLLOW HB PAINT WOOD PAINT 2 214 210 5'0" 6'8" 1 3/4' D HOLLOW HB PAINT WOOD PAINT 7 214 I STORAGE 211 3'0" 6'8" 1 3/4" B HOLLOW HB PAINT WOOD PAINT 2 FLOOR BASE 212 5'0" 6'8" 1 3/8" D HOLLOW HE PAINT WOOD PAINT 7 CP CARPET MDF 2 1/4" WOOD PRIMED & PAINTED � a �� NOTE: 213 SO" 6'8" 1 3/8" B HOLLOW M PAINT WOOD PAINT 5 THRESHOLD SV SHEET VINYL RE 4" RUBBER BASE 7 ` oy WANDDW®TO BE REPLACED WITH WINDOW 214 SO" 6'8" 1 3/4" B HOLLOW M PAINT WOOD PAINT 5 THRESHOLD CONC. CONCRETE SLAB C FOR S®OND STORY INSTALLATION. CORE MAT'L UNFIN. UNFINISHED FLOOR INS SOLID CORE INSULATED M METAL WALLS CEILING HOLLOW HOLLOW CORE HE HARDBOARD PI PRIME, TEXTURE, &PAINT C1 PRIME, TEXTURE, & PAINT SC SOLID CORE WOOD FINGER JOINTED PAINT GRADE WOOD (INTERIOR SEMI-GLOSS ENAMEL) (INTERIOR SEMI-GLOSS ENAMEL) . REVISIONS: DOOR SCHEDULE _ KEY NOTES GENERAL NOTES - 1.3'-0"SERPENTINE BIKE RACK 1.ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. ® ® ®❑ ®® 2.6"VWDE X 4"HIGH CONCRETE CANE GUARD,SECTION 1 ON A4.02 2.PROVIDE BACKING N ALL RESTROOMS FOR POSSIBLE.FUTURE ADA COMPATABN7I Y. DRAWN BV: +DAIE""',:GKS3. WASHER AND DRYER N.LC. 3,SEE SPECIFICATIONS SECTION 08710-DOOR HARDWARE FOR HARDWARE GROUPe NIXDESCRIPTIONS. ® ® ® ILJ TR.W. 070D1 SHEET NUMBER A3.02 SHEET THE A B C D DOOR AND WINDOW DOOR TYPES SCHEDULES 1u �M � S z CONT.RIDGE VENT(TYP) E o ANwI.-RAT ASPHALT 911NaES p(V1 N N RODr Pln:x M I5f R RG FELT NOTE: 5 ARCHITECTURAL ASPHALT 51V O$B 0 RAM Roo SWAUNG 4�m OVER 5II ROOFINGFELT SHINGLES OVER15/32" DP09JRE 1 9Y�. 'Jl N,wuEAcluREo NxmO Roar i9ussEs \ APA RATED OSB SHEATHING OVER r, o 24'D.c.,PER MNUMOLRERS' PREMANUFACTURED SCISSOR TRUSSES DESw a Ew9NEERIxc / 12 WITH R-30 BATT INSULATION(TYP) R-30 BATT INSUMON �X 5� 3 i A4.03 MANUFACTURED ROOF TRUSS 024"O.C.SEE -- - OPP. MANUFACTURER'S DETAILS&ENGINEERING ` ! 11T-01 2" IrA 1)'-J T.D.PLATE �i.0.PLATE 9LIVING Eta k M�U..� ROOM HALL BEDROOM �fo C� 102 NOTE: 104 106 A r y F•w' 3/4"GYP-CRETE OVER 3/4°T dE G 058 STURD-I-FLOOR, 0 u I4 M W GLU-NAIL OVER JOISTS O PL 3 8" C R-30 aDAN N n 1/2'L(IYP) T.O.PLYWOOD 11 j t GDLLLD4 N91L '/Tv PPA I I LL RATED OSB U 91UMING,EXP. N'a00 BEAN 1 Imo)) PER0.A4 9Aif BEE £E14NIHG N91UlXN(RP) _ j H (4)TREADS O 9 I - 25L Witt 9DING 2 X 8 STUDG®IB'0.0 LIVING I ROOM HALL BEDROOM g —5/8'ME'I'W.BD. *+ 3/4•T y OSB SUD-I- 102 1 1 104 11 D6 fa Nn rar vw. S BARRIER 1 iJ)PMI 25D flp1Ow __ �, .a nrxaoo i.D.PL1"IDDD (Tro 100'- � ® F3, I T.O.PLYWOOD 8 L col DS 3 i 11Vg'APA flAlm ' I ' I I 1i ii V g 3 g PLtwDDilrEAns(rn) ;i R-19 BATT INSUL - _<— k 3 A4.G4 (10)TREA ,8- "J'-1' d d E 3/a•ose slum--RAOR 96'-8" II -mi 4 I _________________________ SIM. uY QmD� O W I aU-NAL avER 2 X 10 AST5a m'ac µtt•i CaNIWUE59(IR11 -`----= 106'-4 1 4' 1G6'-4 Ile 3 T.D.srAm LAxDINc 9 T.0.sr/m LWpNGI 5/R'TmE x GYP,m. ____ A2.02 (Txr Ar STNR STRNM. I / I I I I t I 1 I � 9(IRT A 117'-01/2 I N T� ION �.DEL PLATE A'•m nWt I BU LD CT APA RATED " c TW-6 1/2" J. ose NEADS(M) I I N E j 1 W = 8.0.TRUSS e e I 3/t x 12• I 1/4" V-0" z BOARD : 5/8"TYPE'X' - STSNGERS GYP.BD. 5/8"TYPE'X' z 4 LmaR GYP.BD. x IDO-0' 2 X 4 STUDS®16'O.C.EACH rn-a wood ca PLmnaO EACH STAGGERED WITH 3 1/2' O FIBERGLASS SOUND BATTS 'J•�. CONT.RIDGE VENT(TYP) }}4 9 �uj ci NOTE: A4.04 5L A403 V z II "rv,•;,, ARCHITECTURAL ASPHALT SHINGLES MFGD.ROOF TRUSS i A 98'-C I I.�''-'--- OVER 15 RO ROOFING FELT OVER 15/32° W i I T 0 PLATE 0 u APA RATED OSB SHEATHING OVER 11T 0 1/2" J, PREMANUFACTURED SCISSOR TRUSSES00 i __--_ I�.° :P`.:...(, II _ - WITH R-30 BATT INSULATION(TYP)-\ ` A i LL ILI " 6 4.04 -I A4.03 \I HALL BEDROOM i I Z OPP. I 201 1203 WALL SECTION WALL SECTION %3 4"T&G OSB STURD-I-FLOOR 5 4 2 GLU-NAIL OVER JOISTS a I 1/2"=V-0 1/2"=1'-0" l 109'-6 5/8 2 ___ 4.04 cr SIM. j T.O.PLYWOOD 0 i v T.O.PLY-- ATE J 7 Y T.O.PLYWOOD ui 4441148 08'-5 3/8" J. It X 4'-ity" m W q'_5ya" LIVING HALL BEDROOM L.iJ m --'- _ 104 107 109 j O 1/2°X 3/" SLOTTED HOLE _ Y #4 REBAR T.Ol .P� i i T.O.PLYWOOD-Y- ui °I I 1/2°-HOLE r R-19 BATT INSUL co -_ �-2"X 3"X 1/4" 96,l 8" I 1 96'-8. "F.� ANGLE T.O.F. .._ t X _ A 5/8"TYPE'X' ,- GYP.BD. 5/8°TYPE'X' ANGLE DETAIL '��-- i 3 ---- f GP.B°. PRECAST CONCRETE g A2.D2 O 2 X 4 STUDS 0 16"O.C.EACH 1 -1'0' SIDE STAGGERED WITH 31/2" / // E '/ f STAIR TREAD I..L LL FIBERGLASS SOUND BATTS - CrYd•) 7 BUILDING SECTION NOTE: Z STEPS REST ON 3°LEG OF ANGLE. 1/4"= 1'-O" RECESS SLIDING SLOTTED HOLES ARE FOR 3/8" GLASS DOOR 3/4" MACHINE BOLTS TO SECURE ANGLE 4 ON MAIN FLOOR MANUF.STANDARD TO STEP. 1/2 X 31/2"LAG BOLTS A X, ONLY FLASHING SECURE ANGLE TO WOODEN STRINGER 5 II FLOOR JOISTS A4.03 I I CONT.RIDGE VENT(TYP) ,E 100'-0" NOTE: - INSULATION(TYP) R-30 BATT z no o Tom—O.PLYWOOD REBAR IS TIED TO THE 17• o I ANCHORS AND WELDED TYP `�F-� _ AT ALL CORNERS. \ NOTE: PARTIAL BEARING p O 3 99'-6' J. CONC.PATIO 11�'A" T.OT.G.PLYWOOD T 5 ¢ o i 2 R WALL BELOW F'RAMNETAL GPLAN USS HFR�SIZER SEE -- SORT �poM •/-&ep�sitA9 ed�G � m AND TYPE 108-1 1 B"I 1 pp JJ U T.O.OBL PLATE ' n i/A u t 6r)i d ccLk rY'co-d$• (TVP) 1N' A404 rf trc14X•[RISC Sim. REVISIONS: FOUNDATION WALL B I / 1 1/8'APA RAZED 10 " PRE-CAST CONC. ST AGE CLOSET ENTRY - �____,_. T.O.F.8 2"TREADS E1 4" .05 j 1115 103 1°1 o�� 1 _______ I ":.':;• T. 1/A405 I a/a'xT - " '•',•'"•• L-A -__ __ ANGLE$ A BOARD 2•XI - I��— �_=''�� ,_ 3/8"ANCHOR SLOPE SLAB _I - — 3 1/2-X WOOD FINISH sralR smNDERs I/4' PER FOOT GRADE I— - STRINGER lOO'-O" 2%A LEDGER DRAWN BY: DATE: ?DWO 0 HALF T.O.PLYWOOD STAIR DETAIL GKS 12t28107 STEP FOUNDATION OF HEAD® I )GE. CHECNFIT. JOB ND: WALL SECTION FRAMING DETAIL 96,_B" iR-,9 BA T INSUL T.R.W. 07001 10 g STAIR DETAIL T.°` SHE "°"RE SHEET TIRE SECTIONS BUILDING SECTION &DETAILS 0 v 1 1/2"- POWDER--_ V-9 5/8" COATED 2" X 4" ANGLE 3" 1¢ METAL RAIL 8207. ATTACH/TO MICRO- M 1"- POWDER - CONCRETE LANDING LAGCOATE 86L7S® X 4" a v ° N N METAL RAIL �� EXPANSION BOARD �'j6" O.C. C, N N 1/2"- POWDER SLOPE y 0. W. COATED o METAL RAIL N COATEDPOWDER METAL POST 2 X 10 0 16" 0. . 19/32" EXTERIOR 1"- POWDER I L1-O" \-2 X 10 LEDGER GRADE PLYWOOD COATED METAL RAIL / /91 1 3/4" X 9 1 " STAIR STRINGER / 2'-0° ^ LANDING DETAIL O O) STAIR DETAIL c C 12 f0 tl ROOF PITCH 5 (TIP) A4.02/ I � 12 12 NOTE: ROOF PITCH TRUSSES TO BEAR ON (TYP) o -----'— ENTRY— 10='= WALL Bc�bW(TT) 'I ROOF PITCH I I I ��----- - ---���T4.0 SIM. ;� /�----- .--\,�,—T4.04/ 2 X 6 RAPIER I r TA4.04/ / SIM. / \ 4 X 4 KIND,POST ,RL 117-0 PLATE \\ i17'0-1/2" ) ' 9-1/2"BEAM I I I ) T.O.PLYWOOD \ G�-- ----�� - BEAMS-SEE FRAMING TOP OF ARCH I O 10"-ARCH / 1 /W /3� Z 4.04,1 W 1----- 1 1//4-POWDER COATED I J ME AL HANDRAIL J u- T4A4/ I a z '� /�----- 1 1/4'-POWDER COATED W1 LL 1 I I � METAL POST I I I 4'-0" Q I I �� M Q ❑ \/ - -_CONCRETE L(IPING 2°X 4"ANGLE 1 1/4°-POWDER COATED JJ zrr 4.04/SIM. "�- `SHEETTSEE EA4IO2B ON LAilAMA�%5 QB"MICRO� MEfAL GUARDRAIL j LAGB L S 0 108'-11 3/8" XPANSXION BOARD 16"O.C. I r/'► PLYWOOD SLOPE �J I O m a'-o' \� 2X10 016"0.. I + OR GRADE EXTERI I ; Y 2 X 10 LEDGER GRADE PLYWOOD I r W `----- - (2)1 3/4"X 9 1 2" I/4°L POWDER COATED MICRO-LAM. NAIL1 METAL BALUSTERS NTH(3)16d COM ON ®4'O.C.TYP. co QNAILS 016'O.C. 2'-3' ' I - PRE-CAST w CONCRETE STAIRS(TYP) 0LL L� LL BIKE RACK 3 1/2"X•12°W00 STRINGERS CONC.CURB 4°TALL NOTE: BY 6"W1DE AS CANE GUARD 4"CONIC.SLAB W1TH 6 X 6- / WI:4 X W1.4 WWF OVER 2"SAND / B i \ ./� OVER 6 MIL POLY VAPOR - �--. / 6 BARRIER OVER 4°GRAVEL / 7 \ - / B TA2.O2/ DRAINAGE FILL(TYP) 7\2.02/ � 1/4'%3"HIGH METAL PAN / � \,�yM, AT BASE OF STRINGER TO / \ / \' 6"X 4"TALL CONC.CURB AS CANE GUARD ------ PROTECT WOOD FROM CONIC. / 1 / i� � 7'-0° 7'-6" 2'-0' (iYP.EACH STRINGER) SLOPE PER FOOT(TYP) f FIN.FLOOR ' \\ HRETUR ANDRAIL TO POST I e `' CONCRETE SLAB-SLOPE TO BE 4% I a a .t a. N AND CONNEC o rc I a I' I N ..... ..:.. I .. < • ' I—III—III—I i I—III—III=1 I I=1 11=1 I I I_I I I—III—III—I I I I ' `` I �.. ' tl l l=III=III=III=III=III=III=111 1 I El I ]I I=I I I= "—"'—"'-1I ' I 4 I �' t�I II=III=1 I— El rL l 1—1: 2%FOR 6'-0" (15}TREADS AT 11'=13'-9 J -REVISIONS: L 1- LL=. 111= 11-1 I Eld I 1=1 I 1=1 1 11= J ---" �: F "—III=III=III=III=III=1 ° ' 7A2-D2 _ I I / 2 _ = d 1=1 11=1 11=1 11=1 11=111- TAz.o2/ DMWNBY: DATE "'r. I •n' ..:. — I. I — 11=111=III= I T.O.FO�� I )i• GKS 12126/D'I IL '°'••" I 't. ..dl�, I '-1 I—III—III 1 / CHECKED: JOB ND: \ / T.R.W. 07001 �•.,~..': I�• SHEET NUMEER \ / —_ SHEET ME: WALL SECTION &SECTIONSDA WALL SECTION r� WALL SECTION &DETAILS 314"-7:_0:: G T:_0:, ----------------------------- 12 I 77s-i�-P�o +A4.04 I I -. 7 i I I I A4.04 I I I 117'-01 2° I T.O.DBL PLATE 11T-0 12" I ' ', I L0.DBL PLATE I TO' 1 2" --------------- � I I T0.DBL PLATE � I I I _____________ 5/8"TYPE'X' --VINYL SIDING �NNYL SIDING GYP.BD. 5/8'TYPE'X' GYP.BD, 2 X 6 STUDS®16"O.C. 5/8"TYPE'X' O) 2 X 4 STUDS®16"O.C.EACH SIDE C GYP.BD. STAGGERED WITH 3 1/2"FIBERGLASS C 2 X 6 STUDS 0 16"O.C. 7/16'APA RATED OSB SOUND BATTS C 5/8"TYPE'X' SHEATHING,EXP.i(TYP) GYP.BD. 4 MIL POLY d 7/16"APA RATED OSB VAPOR BARRIER o SHEATHING,EXP.1(TYP) FIBERGLASS BATT(R-19) 4 MIL.POLY INSULATION(TYP) ` VAPOR BARRIER FIBERGLASS BATT(R-19) ,.� 7 ,:- ------------------------ INSULATION(TYP) N A4.04 � I I I 7 109'-6 5 8" I I 0 T.O.DBL PLATE t ✓ ---- Sim. 108'-11 All i 108-1 1 8" I I I1 T.O.PLYWOOD T.O.DBL PLATE I I I 108-1 1 8° I I / I ` i3O.PLYWOOD --------------- i T.O.DEL PLATE / I I VINYL SIDING _ A4.04 �7 SIM. VINYL SIDING ON RICH-R INSUL BD VINYL SIDING 7/16°A.P.A.RATED O.S.B. VINYL SIDING SIDING VIN SHEATHING,EXP.#1,TYP. YL 5/e"TYPE'X'GYP.BD. 5/8"TYPE•X, 7/16'APA RATED 0 GYP.BD. 5/8"TYPE FIBERGLASS 'X' INNSUULATION(TYP)LATIO BATT(R-19) SHEATH 2 X 6 STUDS®16`O.C.SHEATHING EXP.1(TYP) GYP.BD. 5/8"TYPE Y 4 MIL POLY FIBERGLASS BATT(1-1 BLOCKING AS 2 X 6 STUDS®16"O.C. GYP.BD. VAPOR BARRIER 2 X 6 STUDS 0 16" INSULATION(TIP) REQUIRED BLOCKING AS 2 X 6 STUDS®16"O.C. 7/16"APA RATED OSB REQUIRED BLOCKING AS O 7/16'APA RATED OS SHEATHING,EXP.1(TYP) OSB REQUIRED 5/8"TYPE'X' 2 X 6 STUDS®16'O.C. SHEATHING,EXP.1(TYP) 7/16"APA RATED OSB GIP'BD. 5/8'TYPE'X' r 4 MIL.POLY SHEATHING,EXP.1(TYP) - GYP.BD. �../ VAPOR BARRIER 4 MIL.POLY FIBERGLASS BATT R 19 4 MIL.POLY W H FIBERGLASS GATT(R-19) VAPOR BARRIER (- ) Q INSULATION(TYP) INSULATION(TIP) VAPOR BARRIER FIBERGLASS BATT(R-19) 2 X 4 STUDS®16'O.C.EACH SIDE z STAGGERED WITH 3 1 2 INSULATION(TYP) /"FIBERGLASS SOUND BATTS 1 1 1 C- 2 2 � � J 2 F— Q // \ A2.02 A2.02 SIM. \ A2.02 2 - LL SIM. •� \ �., �\ /' ` SIM. Sim. _ . 1 /� .I.. T.00.'-P"WOOD T1.00.•-P0L"Y WO I � 100'-0° ' W OD Ni LL L0.PLYWOOD 100'-0" J—L1 I I I I-III=111':; TO PLYwooD 1oo'-D" I _�_ I—III—II III—II II i T.O.PLYWOOD 0" tY� T.O.PLYWOOD �L I ^7 '•'''I 11=1 I I�--I 11- I I I I I-I I-1 'r III=1 I f 11= z ', I he: III- — In; III—III—I Ik I III—I1=1 J I 7f-I1- I:":III-11} III_ Iui D W is .�.1= ss•—a" ss'—a• LEI :.:!. . '. II ;:�'s. ll= I I ?�" � � ® � T.O.F. �y} _..I I.---_I —�-_�"1=4T-T--+-I--�-)(,--�=�-1 .ir,.•I TlI IIl ---�--I,1=—�—I It I=_1=�-�—.�-.III—i;T�I III T.O.F.r T96' 8 II� II -- 9T.6O._.F8 .. —i WALL SECTION WALL SECTION/ =WALL SECTION WALL SECTION WALL SECTION WALL SECTION LL QOJ' a w� ao ON REVISIONS: DHAWN BY: DATE.' GKS 12Y28107 CHECK , JOB NO: TRW. 07001 SHEET NUMBER A4.03 SHM'LE WALL SECTIONS ARCHITECTURAL ASPHALT SHINGLES ON 15#FELT N 5/8"OSB APA RATED ROOF SHEATHING, VARIES 5/8"TYPE'X'GYP.BD. o EXPOSURE 1 2 .C. R-19 FIBERGLASS MANUFACTURED WOOD ROOF TRUSSES _ ()16d 0 16"O SOUND BATTS ®24"O.C.,PER MANUFACTURERS' ' "' 3/4"GYP-CRETE OVER 2%6 TOP&BOTTOM DESIGN AND ENGINEER114G 3/4"T&G OSB STURD- PLATES WITH 2 4 (5)8d PER BLOCKING R-30 GATT INSULATION ONE LAYER 5/8"TYPE'X' I-FLOOR STAGGERED 0 16 O.C. 2x6 TRUSSES 2X BLOCKING NSULATION STOPS(TYP) GYP.BD.APPLIED PARALLEL FLOOR JOISTS, 6. WITH OR AT RIGHT ANGLES TO SEE FRAMING PLAN ®24"O.C. 2X NAILS EACH SIDE OF 2 X 4 WOOD w 2 ROWS 8d 0 4"O.C. 1"MIN.AIR GAP () FOR LAYOUT SPACING STUDS SPACED®24"O.C. ` 8d 0 3"O.C. VENTED 2%BLOCKING(TYP) WITH 6d COATED NAILS 1 7/8" LONG,0.0915"SHANK,1/4 WALL ASSEMBLY: .0.PLYWOOD HEADS,07"O.C. WALLBOARD G.A.FILE#WP3510 NAILED TO TOP AND BOTTOM FIRE:(1)HOUR 5/8"TYPE'X'— 3/8"OSB SHEATHING PLATES®7"O.C.STAGGER STC: 35-39 GYP.BD. W/FACTORY FINISH JOINTS 24"O.C.EACH SIDE . .... METAL COVER(TYP) 5/8"TYPE GYP.BD. 8d 0 3 O.C. (3)10d TOENAILS 5/6"TYPE'X'GYP.11 4 MIL POLY.VAPOR MANUFACTURED 1 1 4 X 9 1 2 11MBERSTRAND PER BLKC. . /" BARRIER,WARM SIDE WOOD ROOF TRUSSES 2ND LAYER 5/8"TYPE EST.CONT.RIM BOARD � (2)2x6 TOP PLATES R-19 BATT INSUL ®24"O.C.PER MANUFACTURER'S 'X'GYP.BD.(DMIT IN W/(2)16d 0 12"O.C. DESIGN&ENGINEERING TOWNHOUSE UNITS) R-19 FIBERGLASS SOUND 2 X 6 STUD WALL BATTS c SEE STRUCTURAL WALL ASSEMBLY: d GYP° E X G.A.FILE WP3380 UL DESIGN No.U340 FIRE: (1)HOUR STC: 40-44 @LFAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL $ 7,7, 13 @_L"7 , U � 5/8"TYPE'X'GYP.BE. . 3/4 GYP-CRETE OVER ;Sr" FIRE BLOCKING-OMIT IN - 3/4°T&G,OSB STURDI- 1"RIGID INSULATION L TOWNHOUSE UNITS 30"MIN CLEAR FLOOR GLUE-NAIL MANUFACTURED WOOD ROOF TRUSSES - HEAD DOM 1 X BLOCKING 3/4"GYP-CRETE OVER 4 MIL POLY VAPOR ®24"O.C.,PER MANUFACTURERS' FLOOR JOISTS 3/4"T&G OSB(TYP. BARRIER,WARM SIDE DESIGN&ENGINEERING, TRUSS MFGR NOTE SEE NOTE) TO ALLOW FOR WOOD NAILER SEE MECHANICAL PLANS R-19 GATT INSUL FOR CHASE LOCATIONS FLOOR JOISTS BEAM PRE ENG.ROOF JOISTS R-19 r 2 X WOOD NAILER R-30 BATT INSULATION MOLDING SOUND BAIT `r SEE FRAMING FOR SIZE AND TYPE T.O.PLYWO DO METAL TRUSS HANGER 20'x 30' z SEE FRAMING FOR (2)LAYERS 5/8" BLOCKING TYPE'X'GYP.BD. 1 1/4"x9 1/2" TYPE'%' SIZE AND TYPE 1-HOUR RATED CONT.RIM BOARD 5/B"TYPE'X' S/8" C 2 X STUD WALL 5/8'TYPE'X' GYP.8D. GYP.ETD. EXHAUST CHASE SIDING FIRE TAPE BOTH LAYERS 5/8"TYPE'X' GYP.BD. 2 LAYERS 5/( 2x6®16"O.C. "TYPE GYP.BD. 'X'GYP.BD. 1 LAYER O TYPE'X'GYP.BD.AT VS11IMPSION HANGERS ATTIC ACCESS TOWNHOUSE UNITS) 5/8"TYPE'X'GYP. D. ! , Nam; W F-- GYP-CRETE IS NOT TO BE INSTALLED IN Q TOWNHOUES(MULTI-LEVEL UNITS) Lu FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL g 21 In QL777-7- _j < LL 2-6" ARCHITECTURAL ASPHALT SHINGLES FACE OF BUILDING � � z 1/2'11 )/2" )) 1/2"3 1/2 ON 15# 40Y ROOFING UNDER- W LAYMENT STARTER 1 1/4°-METAL TOP RAIL SHE OSB APA RATED ROOF COURSE(TYP) ARCHITECTURAL ASPHALT SHINGLES MAX. 3 ( 3/4" SHEATHING,EXPOSURE 1 ON 15p FELT /4°-METAL RAIL 2 X CONT.BACKER(TYP) 5/II OSB APA RATED ROOF SHEATHING, �n TEXT STYLE - FINISH SH M STYLE FACTORY EXPOSURE 1 SECURE POST TO BUILDIN r�Y SANS SERIF FlNISH METAL DRIP EDGE MANUFACTURED WOOD ROOF TRUSSES WITH METAL CLAMP a J rr — 5/8"TYPE'X'GYP.BD. CONT(TYP) 0 24'O.C.,PER MANUFACTURERS' 00 —yyyypppp -- - 2%6 D.F.PRIMED WITH DESIGN AND ENGINEERING _ METAL WRAP CONT. R-30 BATT INSULATION Sd®6"O.C. r^ J 4 MIL POLY VAPOR MANUFACTURED WOOD PRE-MANUFACTURED 1'-0" 2 X FULL DEPTH BLOCKING TYP 1 1/4"^VERTICAL METAL v' POST BARRIER,WARM SIDE NSULATION STOPS UJI W ROOF TRUSSES AT 24"O.C. WOOD TRUSSES PER (T�) 0/ROOFING UNDERLAYMENT ) - PER MFGR'S DESIGN ANDui R-19 BATT INSULATION ENGINEERING ENGINER'S DESIGN AND STARTER COURSE TYP 3/8"�SQUARE BAR ENGINEERING ( ) 1 1/4"�VERTICAL METAL METAL FACTORY FINISH BALUSTERS 0 4"O.C. M O 2 X STUD WALL R-30 BATT SOFFIT WITH VENTED FINISH SH STYLE'D'FACTORY POST C FINISH METAL DRIP EDGE c INSULATION SECTIONS®6'IT D.C.TYP 3/4°-METAL RAIL Y 3/4" EXTERIOR ( ) coNr(TYP) GRADE PLYWOOD WOOD BEAM SEE (3)iOd TOENAILS VERIFY COLOR WITH ARCHITECT AFRANDMINNGG FOR SIZE PER BLKG.N 3"x 6"x 3/8°PIE FILLET w EXTERIOR STAIN METAL TRUSS HANGER SIMPSON H25 GUTTER TREX-DECKING WELD TO POSTS,ATTACH WITH(2)1/2°x6"LAG Till BOLTS COLOR SEE FRAMING FOR ANCHOR TYP. m SIZE AND TYPE -11 - .. 5/8"TYPE %'GYP.B0. T.108'DECKING 3 8" .11 5/8"TYPE'X'GYP. D. R-30 BATT INSULATION 4 MIL.POLY.VAPOR a 1" Q 5/8"TYPE'X GYP.BD. BARRIER,WARM SIDE L.L 2 X 6 D.F.(PRIMED)WITH METAL WRAP CONT. (2)2 X 12 O 4 MIL.POLY.VAPOR METAL FACTORY FINISH �' BARRIER,WARM SIDE PREFINISHED METAL FLASHING 0 SEE SHEET A1.01 FOR SOFFIT NTH VENTED SECTIONS®6'0"O.C.(TYP) BUILDING IDENTIFICATION coLat TO MATCH ROOF TRIM BUILDING SIGNAGE FRAMING DETAIL FRAMING DETAIL FRAMING DETAIL Q FRAMING DETAIL ARCHITECTURAL ASPHALT SHINGLES ON"'FELT 5/8"OSB APA RATED ROOF SHEATHING, EXPOSURE 1 MANUFACTURED WOOD GABLE PRE-MANUFACTURED SCISSOR TRUSSES®24" ARCHITECTURAL ASPHALT SHINGLES END TRUSS-SEE TRUSS D.C.,PER MANUFACTURER'S DESIGN& ON 15#FELT MANUFACTURERS'DESIGN ENGINEERING 1_i J _ � MANUFACTURED w w 9 ___�1 X AZEK TRIM R-30 BATT INSULATION 5/8"OSB APA RATED ROOF WOOD ROOF TRUSSES z i o OR ALUM.ALTERNATIVE 12 SHEATHING,EXPOSURE 1 @ SIG O.C.PER MANUFACTURER'S MANUF.STANDARD o a p VENTED 2 X BLOCKING(TYP) DESIGN&ENGINEERING FIRE BLOCKING FLASHING J m ROOF PITCH 5 C1 <a ( ) TRUSS MFR TO EXTEND FLOOR JOISTS 1 1/4"z9 1/2" � m TRUSS TAILS AS SHOWN CONT.RIM BOARD 40#ROOFING 1REX-DECKING UNDERLAYMENT 108-11 3/8" J, STARTER COURSE(TYP) 5 8 TYPE'X' R-30 BATT T.O.PLYWOOD 1 X AZEK TRIM � / OR ALUM.ALTERNATIVE -� a GYP.BE. INSULATION JOISTS®16"O.C.- 4x COLUMN 26 go STYLE'D'FACTORY SEE FRAMING PLANS TL J FINISH METAL DRIP EDGE REVISIONS: / --1 X AZEK TRIM CONT.(TYP) 1 X AZEK TRIM BELOW___/ OVER 4x STRUCTURAL COL SIMPSON JOIST HANGER 2 X BLOCKING OR ALUM.ALTERNATIVE OR ALUM.ALTERNATIVE 5/8"TYPE'%'GYP.BD. 2 X OUTLOOK SPACIN PE SOFFIT MFGR SPEC G 2 LAYERS 5/8 E 8 T 2 X 10 CONT.DOUGLAS TRUSS BOTTOM CHORD TO R X'W.BD.(1 LAYR FIR MATCH ADJACENT BOTTOM SOFFlTJOINT LEDGER CHORDS.(VERIFY)BALLOON -- - - TYPE'X'GYP.BD.AT TOWNHOUSE UNITS) DRAWN BY: DATE FRAME AS REO'D(VERIFY Hi) 5/8"TYPE'%' 2 X 6 STUDS®16"O.C. GKS 12/28/07 5/8"TYPE'X'GYP.BD. 1%AZEK TRIM 5/8"TYPE'X'GYP.BD.�� GYP.BD. WITH R-19 BATT INSUL CHECICED: roe ND: OR ALUM.ALTERNATIVE 4 MIL POLY.VAPOR T.P W. 07001 4 MIL.POLY.VAPOR METAL FACTORY FINISH BARRIER,WARM.SIDE BARRIER,WARM SIDE SOFFIT W/VENTED SECTIONS R-19 FIBERGLASS SHEET NUMBER GUTTER WALL ASSEMBLY: A4.O4 0 6'-0"O.C.(TYP) C.A.FILE 4WP3230 SOUND BATTS 2X45NDS®i6"O.C. 2 X 6 D.F.(PRIMED)W1TI1 FIRE: 0 HOUR EA.SIDE,STAGGERED FRAMING DETAIL METAL AP CONT. STC: 5054 FRAMING DETAIL FRAMING DETAIL DETAILS SHEET T COLUMN DETAIL FRAMING 23 y/z"=r o° 12 =V_O. 8 4 vh) (D 4 i 57'-7V 7'-0" 3'-11" 3'-0' 3'-0" 4'-5" 2'-B' ci ® ( 104 QQ �IL71 010 PATIO .1 "'ViSSS 0 0 105 I 212 O QII x, I 104 � )II COMPUTER UO OFFICE 21 21 // ROOM 103 O e d c PATIO 102 1 QB 105 •i1 212 ENTRY B °i 7_5)�" 10 1 103 201 5T02A3E ST0214E COMPUTER QO OFFICE' 21 O BG I LL Q ROOM 103 F _ � G 02 OB CLv��`a� N202 OM 201 � 10 1 103 E 201Y STORAGE STORAGE WORKOUT I O G ^ HR WALL 213 214 . ROOM IC a0 2'-7" �}� S-3" 3' 2'-9)2" i DOOO 104 / BEDROOM BO O 10'-10J§" I UNNG ORZOM DOOI b 1 2 W i WORKOUTS, i6'-ii" it'-ql¢" C I ROOM BEDROOM BO' I O 104 � O B 03 b O ENTRY U � 101 101 91�ie' b ® 04 � I 0 DINING ROOM I 203 HALL00 204 ,h N iv E, I o 0 210 O 8'-6Yz" 3'-7 7'-3" T-8Xi' DINING ROOM I D O 7T HALL 05 ` KITCHEN n ___ _rMHEN -_--- n 204 BATHS 10° ■ a O O UTILITY 2 55 ���{f1}�,.�c�. 109 5 3'-°)'�" 210 v' I 206 U o O o o N U q 0 Qc 00 BATH BUG O " 1 3_0 KITCHEN 06 ' 0 O O 09 209 2-7" LAUNDRY 0 i; 107 O O U206 205 •v i B � 0 1-1 ® I 10'-10" HALL 9-1. 3-7 21 109 O BATH JAN. 08 IOff] u I 20910fi O 1 O Oh09 Z BEDROOM M 106 WOM �� flr �F 10'-8' 2'-6" a BEDROOM 208 0 O O 207 - JAN. _. B C 110 21 210 b 1 I 1106 - IE e 6-gki" 8'-2" BEDROOM O EDROOM 208 O 2 77 tJt 1 ow I c q zt no 210 w •' B n N I s r� 7 ACCESSABILITY PLAN - COMMUNITY BUILDING LEGEND o w � .� v WL � 2'-7�'i 12,_3Y„ 114"-7'_0�� REQUIRED CLEAR FLOOR SPACE AT DOORS, FIXTURES&APPLIANCES. 5-3Y° 7 8Y4" 29-0 3- 12'-6" 3'-0' 6'-7" 6' LL - 7 LL. 36"ACCESSIBLE ROUTE 57'-7 " 28-7 a z FLOOR PLAN - COMMUNITY BUILDING MANAGER UNIT rs Y Q /Odd 114"=V-U" PULL OUT 2 -fie _-y T? -- '- KEYB AR '( TRAY�TYP4 r - - m EENN EDN °� UN6ER DER � Y BRACE W TIC-- - 12'-0' - - COMPUTER ROOM m 1/4"=70" Q rr O LL 30"X36° 3'-0" 2'-0' 3'-0" 2'-9" 2' 2'-0 MIRROR INTERIOR PAPER `�i ice.- _ __ SYMBOL WIDTH SIZE HEIGHT MATERIAL GLAZING GLAZING TRIM REMARKS 4'-0"HIGH TOWEL A 5'0" 4'0" VINYL DBL INS SLIDER WD PLASTIC LAM. DISP. �' n n B 4'0" 4'O" VINYL DBL INS SLIDER WD WAINSCOT/ p C 3'0" 4'O' VINYL DBL INS FIXED WD 'WALLS)U. RE IC. - ■ D 4'0" 1'0" VINYL DBL INS FIXED WD JT.P. b b RANGE DW <\ E 3'0" 1'O" VINYL DBL INS FIXED WD - DISP. N ur F 6'O' 4'0" VINYL DBL INS SLIDER WD A --- G 2'0' S'0" VINYL DBL INS FIXED WD TEMPERED GLAZING w o a H 4'0" 4'0" VINYL DBL INS FIXED WD DBL INS DOUBLE INSULATED GLASS 2-6" 1-6" m I rc 3 RESTROOM q KITCHEN WD 3/8" CULTURED MARBLE SILL(SEE 5/A-2.3) - WRAP JAMB AND HEAD WITH GYP. BD. 0 7/4"=p_T O 7/4"= 1--0-- WINDOW SCHEDULE KEY NOTES WALL PANEL BRACING SHALL BE INSTALLED AS DESCRIBED BELOW AND WHERE SHOWN ON THE FOLLOWING TWO(2)FLOOR PLANS. -REVISIONS: I -I I. BRACE PANEL-FRONT WALLS: mn (2G03 IBC 2308.9.3) 1/2'COX PLYWOOD OR 7/16"WAFERBOARD W1TH 8D COMMON(.131 SHANK X 2 1/2'LONG)NAILS 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR EACH PANEL MAY BE P.T.2"X4"AND SHALL BE BOLTED TO THE FOUNDATION VATH THREE(3)5/8"DIAMETER ANCHOR BOLTS - i EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8'DIAMETER ANCHOR BOLTS. PROVIDE 2"X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. FRAMING - MEMBERS RECEIVING EDGE NAILING SHALL BE 3'X4". DRAWN DATE 2. BRACE PANEL-LEFT,RIGHT,REAR&INTERIOR WALLS: JRM /GKS 12t28/01 (2003 IBC 2308.9.3) CHEG— JOB NR 1/2'CDX PLYWOOD OR 7/16"WAFERSOARD WITH 8D COMMON(.131"SHANK X 2 1/2'LONG)NAILS 0 4"D.C.AT PANEL EDGES AND 0 8"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER TRW. 07001 F.F. STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE BOLTED TO THE FOUNDATION WTH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING OF 4'-0"(2000 IBC 1805.6). THE SHEET NUMBM VERTICAL CHORD MEMBERS AT EACH END OF SHEAR PANELS SHALL BE TWO(2)2"X4"MEMBERS NAIL LAMINATED TOGETHER, A B C D E F G H 3. 48"x80"LATCH SIDE PUSH APPROACH AT DOOR. BZ.O 1 WINDOW I'/I�/PES SHEET T :4. 54"X60"PULL SIDE FRONT APPROACH AT DOOR. FLOUR FLAN GENERAL NOTES 'COMMUNITY 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. ' BUILDING' moo $ S 28'-74„ y^ � N 3 r I O 1 I I 1 I I _ 10'-0" T-11 4„ 14'-2/„ 13r-3/rl 2'-0 OI ' o - ---I- , _---___.____ _ 3 NJ I I ---- - - — - ------ -4)/ - 8'-6 8'-6' 4 -------- --L J-LF— ---- --- el ^ I I I I _—_—_—_ _ _2 4D -2� 5 I �\ ') I I I II 1 Ii I I I ' I , 1I Il O f q l I1 •r1l O•—lI .�I .—.1 I II .�I. I 1 ii 3 3 3 _—_—_ _—_ ___—_— I I i I i I I 1 I i I I I 3 '1 1 1 4 T oT 1 1 II I ( ' 1 ----- ------Jj I - --- -I O _ _ _ _ --- --- ----- ��- ----- \ A2.02--- --_--- II I I I I I I I I I I I I I I I I I Io I I I Tr~---- --- i 4 -T 2 7 I I O I I I I I I I Co '- " ; - ---------- -—- - -—- -- 1 1 Ln -1 (z)_ I A2.02 i '- --— — — _ i Ln s ---------—--- - -N - � ' --- - ----- -----2!--G--- -2-,V-fTyp _—_—_ oLo 2'-.�----- �J N I0 1 ' CLJ N I -—-—-—- 1 1 1- I _ _—_ _—_ _-4-}T_ _—_—_ 1 I LJ 4 ----- - --- 9 2- --- --- , 3 I I I i IJ L_ - ----- 1 1 O A2.02 _ i i —_—_—___—_ O I oil ' I I, --- - - --- --- i i I t o II ; I I I I i z I ----- i -A2.Q2_—_—_—___ —LL-I__—_—_—_ _—_ II 4 ---------------------A2-0 2 fL------ ----;------- --------- -_ _-_-_ II O lI O lII I �1II II II I II III O -_-_ _ i 3 -—-—-—- -- -- --------- - ' ! -1y4" I � - ------ W 4 ---------- ------ 0Z ,I -- -------- --------. � ; ;; Wc/ , y _ L_._...— ------- —---------- --------— ___________ I _ _—_ J I I I 1 I a O -1H - _-_ _-_ _ 3 I 1 OI I I I OI I e ----------- ( 't> Z a \Lu 0- -- - - -- - - - --------3 - - L Q 4 11'-11 4" 17'-0%" 13'-74" 14'-11/" A2.02 p ROOF FRAMING PLAN z y°C. 39'-0" 1/4"=ji w - m Z) co FOUNDATION PLAN ® ;� 114"=1'-0" Y W WALL ASSEMBLY: J G.A. FILE#WP4135 G.A. FILE#WP4136 Go UL DESIGN NO. U301 ARE: (2)HOUR STD: 40-44 KEY NOTES 3/4" T&G (2)LAYERS 5/8" TYPE'X' PLYWOOD SUB-FLOOR GYP BOARD BOTH SIDES WALL PANEL BRACING SHALL BE INSTALLED AS DESCRIBED BELOW AND WHERE SHOWN ON THE o (BOTH SIDES) 2X6 0 16"O.C. W/R-19 FOLLOWING TWO(2)FLOOR PLANS. R-25 BATT INSULATION BATT INSULATION 1. B CE IPPANE2-FRONT WALLS: u_ (BOTH SIDES) 1/2'COX PLYWOOD OR 7/16'WAFERBOARD WITH 8D COMMON(.131 SHANK X 2 1/2"LONG) FLOOR JOISTS 2X8 P.T. SILL W/5/8"CIA NAILS 0 3"O.C.AT PANEL EDGES AND 0 12"O.C.IN PANEL FIELD. VERTICAL JOINTS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILL PLATES FOR (BOTH SIDES) ANCHOR BOLTS 0 48"O.C. EACH PANEL MAY BE P.T.2"X4"AND SHALL BE BOLTED TO THE FOUNDATION WITH THREE (3)5/8"DIAMETER ANCHOR BOLTS EQUALLY SPACED,EXCEPT PANELS LESS THAN 3 FEET LONG MAY HAVE TWO(2)5/8'DIAMETER ANCHOR BOLTS. PROVIDE 2°X2"X3/16"THICK PLATE WASHERS AT EACH BOLTED CONNECTION. FRAMING MEMBERS RECEIVING EDGE NAILING SHALL BE 3"X4'. 2. BRACE PANEL-LEFT,RIGHT,REAR&INTERIOR WALLS: (2003 IBC 2308.9.3) 1/2"CDX PLYWOOD OR 7/16°WAFERBOARD WITH 8D COMMON(.131"SHANK X 2 1/2" .• a.' #5 REBAR HORIZ. 0 24"O.C. LONG)NAILS®4"O.C.AT PANEL EDGES AND®8"O.C.IN PANEL FIELD. VERTICAL JOINTS w MIN OF 3 BARS SHALL OCCUR OVER STUDS AND HORIZONTAL JOINTS SHALL BE BLOCKED. SILLS SHALL BE w o p O ( ) BOLTED TO THE FOUNDATION WITH 5/8"DIAMETER ANCHOR BOLTS AT A MAXIMUM SPACING w r n' % OF 4'-0'(2000 IBC 1805.6). THE VERTICAL CHORD MEMBERS AT EACH END OF SHEAR D7 `J 3 PANELS SHALL BE TWO(2)2"X4"MEMBERS NAIL LAMINATED TOGETHER. a¢ d w #4 REBAR VERT.0 N � 24"O.C. ALTERNATE 3. HOLDOWNS: SIMPSON STHD14 STRAP TIE HOLDOWNS SHALL BE INSTALLED AT LOCATIONS ta- HOOK IN FOOLING WHERE INDICATED. EMBED leMIN.INTO CONCRETE. MINIMUM END DISTANCE IS 2-1/2". VAPOR RETARDER 4. VERTICAL STRAP TIES: SIMPSON LST149 STRAP TIES SHALL TIE FIRST AND SECOND FLOOR (BOTH SIDES) °"'•' (2)CONT. #5 REBAR CHORDS TOGETHER AT LOCATIONS WHERE SHOWN. •I 7�. 5. 8"X 12'FOUNDATION CRAWLSPACE VENT WITH CORROSION RESISTANT WIRE MESH.SET MINIMUM 8"BELOW TOP OF FOUNDATION WALL AND PROVIDE METAL WELLS AT EACH VENT. REVISIONS:6. 18"X 22"CRAWLSPACE FLOOR ACCESS. NOTE HANGER SCHEDULE BEAM SCHEDULE - .—___________ _—I F� USE SIMPSON H1 SEISMIC AOSIMSON ITT9.5 OR O1 (3)t 3/4"x9 1/2-MICRO-L 7. SIMPSON'PH544A'POST BASE AT EACH 4X4 COLUMN.(TYP.) - _ ------------ AND HURRICANE TIES(TYP) KANT-SAG 7HO17950 AT NAIL W/(3)1Ed COMMON 9 1/2"TJI's TYP. NAILS A7 12'O.C. 8. 24"X 24"X B"CONIC.FOOTING W/(2)/4 REBAR EACH WAY.USE SIMPSON PBS44A POST III- BO SIMSON MIT49.5 OR O2(2)1 3/4"x9 1/2"MICRO-L BASE FOR COLUMN CONNECTION. KANT-SAG TH035950 NAIL W/(3)16d COMMON DRAWN aY: DATG 5 JOIST HANGER NAILS AT 12"O.C. 9. 24"x48"SKYLIGHT JRM / GKS 122807 ©SIMSON MIT49.5 OR (d)(2)2x12's CHECKED: JDB Nu 24" KANT-SAG TH035950 NAIL W/(3)16d COMMON 10. VAULTED CEILING BELOW JOIST HANGER.PUT HANGER NAILS AT 12"O.C. T.R.W. 07001 ON INVERTED OR UPSIDE it. MECHANICAL PLATFORM SHEET NUMBER FOOTING DETAIL °° ®NA 2x/( NAIL W/(3)16d COMMON GENERAL NOTES B2.02 OSIMSON BC4 POST CAP NAILS AT 12 O.C. 1 SHEET TD E: ill- i'01� 1. ALL DIMENSIONS ARE TO FACE OF STUDS OR CONCRETE UNLESS NOTED OTHERWISE. FOUNDATION 2. SEE SHEET A-1.1 FOR BUILDING TYPE LOCATIONS - &ROOF PL4NS 3. SEE SHEET A-1.1 FOR ACCESSIBLE UNIT AND SENSORY UNIT LOCATION. V N N W 1 8" -_ --- T -1,O.DBL.PLATE 9'` ------ 108'-1 1 8" T.O.OBE.PLATE ------ --------- 108'-1 1/8" J. T.O.DBL.PLATE --- = 100'-0' ------ T.O.PLYWOOD -------- ------ ------- ------ -- ----- 100'-0" J. OOD —._.._._...�_�.—."...'-----------____.-.,_------.'----.....-.�) ........ _'-__'_ _'- - T.O.PLYW SEE SCHEDULE —� _ W T0.FOOTING r_-.— �_-_...._.- ------•-'- —'----"-�--� SEE SCCHEDULE----' --- ------'_-_----- - ---- ----- T.O.PLYWOOD T.O.FOOTING Y C r.L.----...-._...- ------- -- '1--- SEE SCHEDULE - a T.O.FOOTING u FRONT ELEVATION OPTION SIDE ELEVATION TYP. FRONT ELEVATION TYP. s 118"=1'_0,� 1181,=10" L y „ O T.O.DBL.PLATE 0 ------- 108'-1 1/8" J, z T.O.DBL PLATE -Y -'---- 7 0-0. T.O.PLYWOOD ---------- _ _ --— � --------'-------_..�------ ----- OE FOOTING T.O.PLYWOOD O L"- ------------------------- -'--'----�----- --------- -----'-� SEE SCHEDULE -'- --'---'-'-------...--- T.O.FOOTING CU W F- (Dzo REAR ELEVATION TYP. SIDE ELEVATION ALT. > Q z se Q LEGEND J 6 ® ASPHALT SHINGLES: OWENS CORNING OAKRIDGE PRO 30 COLOR J : SELECTED BY OWNERui U) w ® VINYL SIDING: ALSIDE INC.SENECA COLOR TO BE SELECTED BY OWNER PROVIDE SOFFITS,SHUTTERS AND MISC.ACCENT TRIM COLOR:SELECTED BY C O m OWNER G G CULTURED STONE: ELDORADO STONE ` Y COLOR: SELECTED BY OWNER 1 ALTERNATE BID: SHAKE SIDINGco COLOR: SELECTED BY OWNER co 0 m O LL KEY NOTES W� DIDo %1 o o:a I. WINDOW SHUTTERS `y N 2. 2'-0"z2'-0"INLAYED SIGN W/PROJECT LOGO. 3. BUILDING IDENTIFICATION SIGN SEE'DETAIL 22/A4.04. REVISIONS: GENERAL NOTES DRAWN BY: DATE JRM /GKS 12/28/07 1. KEEP ALL ROOF PENETRATIONS 5'-0"MIN.FROM DWELLING COMMON WALLS. CHECKED. doe NO: 2. CONTRACTOR TO PROVIDE VINYL SIDING TRIM PER MANUFACTURERS SPECIFICATIONS,FOR T.R.W. 07001 ALL DRYER VENTS,WALL PENETRATIONS,HOSE BIBS,ECT. MM NUweER: B2.04 eHFFTTRLF: EXTERIOR ELEVATIONS CB I IF 12 5� 2 A4.01 / / I I m I � C I OFFICE c 103 KITCHEN 105 N HALL d I j ----- - I I I I 3g gWg un <� I I I I I BUILDING SECTION 318"=Y'-0" O 12 U 51 — J w J J 108'-1 1/8" A.F.F. —J �' < F.F. Q z ARCHITECTURAL ASPHALT SHINGLES-ON 150 FELT / L,I„I }"APA RATED O.S.B.ROOF SHEATHING W/EXPOSURE I a PRE-ENGINEERED TRUSSES 0 24"O.C. I (v'1 INSULATION STOP R-30 BATT INSULATION Z CC VENTED 2x BLOCKING 401 ROOFING UNDERLAYMENT ^ J STARTER COURSE(TYP.) - (��J 26 GA.CONT. � W PRE-FINISHED In 1 OO-0" A.F.F. METAL DRIP EDGE m . F.F. STYLE'D' (TYP.) O C GUTTER TO = G MATCH FASCIA Y )" YPE' YPED I T W"TYPE'X'G1PB0 ' 24 D.F.(PRIMED)W/ MIL POLY VAPOR METAL WRAP CONT. BARPoER ON WARM SIDE M METAL FACTORY FINISHED LJJ SOFFIT W/VENTED SECTIONS 2x6 0 16'O.C.W/ 0 6'-0'O.C.TYP. R-19 BATT INSUL. 2x NAILER Q 2x6 016'O.C.W/ 'A, R-19 BATT INSUL. O /\ WALL SECTION 1/2'APA RATED D.S.B. U- J WALL SHEATHING,EXP,1 U- 4 MIL POLY VAPOR BARRIER VINYL SIDING OVER 1/2"O.S.B. 2X6 SOLE PLATE TJI W/TOP R-19 BATT INSUL, 2X8 P.T.SILL FLANGE JOIST PLATE W HANGERS 0 c a VINYL SIDING /} 16"OC QQ A.B.0 48'O.C. ^ 3 O \"O.S.B.EXT.SHEATHING a O p FINISH GRADE: SLOPE N a TOP FND AWAY FROM BLDG MIN. y 5%FOR FIRST 10'-0" 4 -I I -I I I-I 11-111 ,` 4 REVISIONS: •' e A BATT INSUL 4 R �y��2hhs yµ—I I R-25 BETWEEN JO STS (2)#5 _ I =1 a DNAWN BY: DATE, a ' JRM /GKS 12J28107 _ a CHECKm JOB N6. TJt.a. o7oD1 -I' 6 MIL POLYETHYLENE V.B.OVERLAP EDGES SHEET NUMBER 6'&SECURE PER MFR INSTRUCTIONS.RUN UP B4.01 �,0 FND WALL TO BOTTOM OFTJI&SECURE.. / SHEET TRLE: SECTIONS SECTION &DETAILS 2 1 UTILITY NOTES: ERO ION CONTROL MAINTENANCE NOTES: GRADING NOTES: x Q 7,0 1. INFORMATION SHOWN ON THIS DRAWING IS FOR PRFJJMINARY REFERENCE ONLY.CONTRACTOR MUST VERIFY LOCATION, 1. SEDIMENT BARRIERS SHALL BE INSPECTED IMMEDIATELY 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF 0 �°DIMENSIONS,AND QUANTITIES OF TRENCHES,CONDUIT AND VAULTS WITH ABOVE LISTED UTILITIES BEFORE BEGINNING AFTER EACH RUNOFF-PRODUCING RAINFALL AND AT LEAST THE CITY OF TMN FALLS STANDARD L E IN ACCOR ALL CNTH APON OF ESUBGRADES,REQUIIREM ROCK,CONSTRUCTION.CONSTRUCTION SHALL BE BASED ON ACTUAL IMPROVEMENTS REQUIRED BY UTILITIES. DAILY DURING PROLONGED RAINFALL 24 CONTINUOUS AND ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF TWIN FALLS STANDARD W z ] `"HOURS OR 48 HOURS IN ANY ONE WEEK. SPECIFCATIONS. 2 IF REQUIRED,PROVIDE TRENCH EXCAVATION,BEDDING,AND BACKFlLL FOR CONDUIT OF UTILITIES LISTED IN NOTE 1.PROVIDE I--1 Z$ MIN.48 HOURS NOTICE TO UTILITY COMPANIES PRIOR TO CONSTRUCTION. 2. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EX.ELEVATIONS AT THE SITE'S BOUNDARY, „ OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. EXCEPT AS SHOWN OTHERWISE ON THE GRADING PLAN. WHERE V 3. CONTRACTOR SHALL CONFORM TO CITY AND STATE SAFETY REGULATIONS. 3. SEDIMENT MUST BE REMOVED WHEN IT REACHES A HEIGHT OF 6 CONFlJCTS EXIST,THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. 0 UTILITY COMPANIES. DEPTH OF THE CUTOFF DITCH OR THE SEDIMENT POND.ALL EROSION 3. NO QUANTITIESF1I N 4. ALL ROADWAY CROSSINGS SHALL BE A MIN. SCH.80 CONDUIT. CONTRACTOR SHALL COORDINATE ACTUAL SIZE WITH ALL INCHES UP THE BASE OF THE FILTER FABRIC BARRIER,OR THE W \ HAVE BEEN CALCULATED TO DETERMINE VOLUMES OF EXCAVATION AND 0 . 5. SANITARY SEWER GRAVITY PIPE SHALL BE ASTM D3034 SDR 35 PVC. CONTROL SHALL BE CHECKED AFTER ANY RAIN STORM. EMBANKMENT ON THIS PROJECT. THE CONTRACTOR MAY WORK WITH THE OWNER AND 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER CONTRACTOR SHALL QUANTIFY EARTHWORK QUANTITIES. TO IDENTIFY ONSITE BORROW SITES OR WASTE SITES.. `./ 6. WATER MAIN PIPE SMALLER THAN 12'SHALL BE CLASS 350 D.I.AS SPECIFIED ABOVE. THE ESC STRUCTURE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EX.GRADE,PREPARED 4. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN rr� 7, FITTINGS FOR WATER MAIN SHALL BE CAST IRON PER AWWA C110 OR AWWA C153.FITTINGS SHALL BE CEMENT MORTAR AND HYDRO/HAND SEEDED AT THE SAME RATE AS THE POND. AND SHALL NOT INFRINGE ON ADJACENT OWNERSHIPS. LINED AND SHALL BE MECHANICAL JOINT UNLESS SHOWN OTHERWISE. 5. ALL TEMPORARY AND PERMANENT ESC PRACTICED SHALL BE 5. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED 1/2:1 (HORIZONTAL•VERTICAL),AND SOIL CUT 8. COVER FOR WATER MAIN AND SERVICE LINES SHALL BE 2.5'MINIMUM(PIPE CROWN TO FINISHED GRADE).SEE CITY MAINTAINED AND PREPARED AS NEEDED TO ASSURE CONTINUED SLOPES SHALL NOT EXCEED 2:1 (HORIZONTAL:VERTICAL),EXCEPT AS SHOWN OTHERWISE IN THE STANDARD PLAN T-1 (DETAIL 1/C7.2). PERFORMANCE OF THEIR INTENDED FUNCTION. PLANS. 9. A MINIMUM OF 18"SEPARATION SHALL BE MAINTAINED BETWEEN INVERT OF WATER MAIN AND CROWN OF SEWER MAIN. 6. ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN 6. FILL SLOPES ACROSS THE PROPERTY SHOULD BE DESIGNED FOR A MAXIMUM SLOPE OF 2:1 0) SEPARATION OF WATER AND OTHER UTILITIES SHALL CONFORM TO CITY STANDARD PLAN W-2. 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED (HORIZONTAL•VERTICAL),EXCEPT AS SHOWN OTHERWISE IN THE PLANS. OR AFTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. CC 10.CONTRACTOR SHALL INSURE WATER SERVICE LINES AND NON-POTABLE WATER SYSTEMS MEET THE REQUIREMENTS OF IDA TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. 7. ALL CURB AND GUTTER,STREET GRADES, SIDEWALK GRADES,AND ANY OTHER VERTICAL AND C PA 58 TITLE 01 CHAPTER 08 542.07.06. DISTURBED SOIL AREAS RESULTING FROM REMOVAL WITHOUT OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM N PERMISSION OF THE ENGINEER OR INSPECTOR WHICH RESULTS CAPABLE OF PERFORMING SUCH WORK. a 11.CONTRACTOR SHALL INSURE DOMESTIC WATERLINES ARE CONNECTED TO EXISTING POTABLE WATER PIPES.THE ENGINEER HAS IN CONTAMINATION OF THE DRYWELLS SHALL BE THE CONTRACTORS ATTEMPTED TO SHOW THIS CONNECTION BUT THE CONTRACTOR SHALL VERIFY PRIOR TO CONSTRUCTION. SOLE RESPONSIBILITY TO REMEDY. REMEDY MAY ENTAIL DRYWELL 8. FORM AND SUBGRADE NSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE SEWER NOTES: CLEANING OR REMOVAL AND RECONSTRUCTION. CONCRETE.TWENTY-FOUR HOURS NOTICE IS REQUIRED FOR FORM INSPECTION. 1. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARD EROSION CONTROL NOTES: 9 STRATA,CINC.DATED MARCH 11 TO THE 0,2DO6.RECOMMENDATIONS OF THE GEOTECHNICAL REPORT BY SPECIFICATIONS. I. AN EROSION/SEDIMENTATION CONTROL(ESC)PLAN N 2. ALL SIDE SEWER LINES SHALL BE 8"OR AS INDICATED ON THE PLANS. IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION U u OF THE ESC PLAN,AND CONSTRUCTION,MAINTENANCE, 3. ALL SEWER MAINS AND SERVICE LINES SHALL BE LOCATED TO MEET STATE AND CITY SEPARATION REQUIREMENTS. -407. AND UPGRADING OF THE ESC FACILITIES ARE THE N CONTRACTOR SHALL COMPLY WITH ISPWC STANDARD DRAWING SD RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY �, g 4. ALL SIDE SEWERS WHICH THE CONTRACTOR IS UNABLE TO MAINTAIN A MINIMUM OF 18"COVER AT WATER MAIN CROSSINGS OR THE CITY OF TWIN FALLS,OR UNTIL VEGETATION IS ESTABLISHED �Q© 3 3 SHALL MEET THE REQUIREMENTS OF CITY STANDARD PLAN W-2. THROUGHOUT THE SITE,AND ACCEPTED BY THE CITY OF TWIN FALLS, k+ 3 WHICHEVER IS LATER. 5. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034,SDR 35,OR ASTM F 789 WITH PUSH-ON JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477.PROVIDE TRENCHING AND BEDDING PER CITY OF TWIN FALLS STANDARDS. 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL OF ANY OF THE PROPOSED ROAD,STORM DRAINAGE,GRADING • 6. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS IF ASTM C 478.MANHOLES SHALL BE TYPE 1-48"MANHOLE UNLESS OR UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. OTHERWISE SPECIFIED ON THE PLANS.JOINTS SHALL BE RUBBER GASKETED CONFORMING TO ASTM C 443 AND SHALL BE GROUTED FROM THE INSIDE. LIFT HOLES SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE. 3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE 7. SIDE SEWER SERVICES SHALL BE PVC,ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETTED JOINTS. CONDITIONS. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY,AND SHALL 8. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF TWIN FALLS STANDARD CONSTRUCTION SPECIFICATIONS FOR ALL MAINTAIN AND UPGRADE THESE MEASURES AS NECESSARY WATER AND SEWER MAINS. TO PREVENT SEDIMENT-LADEN WATER FROM EITHER FLOWING OFF SITE,OR INTO NEW/EX.STORM DRAINAGE FACILITIES, W WATER NOTES"" SUCH AS DRYWELLS,CULVERTS,OR GRAVEL GALLERIES. Uj 4. CONTRACTOR IS RESPONSIBLE FOR INSTALLING I. WATER LINES 4"AND LARGER SHALL BE DUCTILE IRON,CLASS 50(AWWA C151 APPROVED)WITH RESTRAINED JOINTS AND CEMENT THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL MORTAR LINING PER AWWA C104. FITTINGS SHALL BE AWWA C110 DUCTILE IRON WITH MECHANICAL JOINTS.COMPONENTS LOCATIONS USED TO ENTER OR EXIT THE PROJECT SITE.INCORPORATED INTO THE POTABLE WATER SYSTEM SHALL COMPLY WITH ANSI/NSF STANDARD 60/61. ARE Uj O 2. WATERLINES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 2.5 FEET TO THE FINISHED GRADE,UNLESS OTHERWISE NOTED. 5. ANY DISTURBED ICH W EXCEPT FOR POND BOTTOM SLOPES,AND PROVIDE TRENCHING AND BEDDING PER CITY OF TWIN FALLS STANDARD SPECIFICATIONS. THAN7 DAYS ANIDNOTI Uj INTENDED TO BE REWORKED WITHIN 30-45 0 DRYLAND GRASS SUCH 3. GATE VALVES 3"AND LARGER,SHALL BE RESILIENT WEDGE,NON-RISING STEM O-RING SEALS. VALVE ENDS SHALL BE DAYS SHALL H SEEDED WITH A FAST STARTING NATIVE RYLAH A ANNUAL RYE,OR APPROVED EQUAL MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA C509-PROVIDE CAST IRON TWO PIECE SLIDING COVERS AT A RATE OF 60 LBS./ACRE. EXISTING FOR ALL VALVES. RIGHT-OF-WAY ROW 4. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-94 AND THE CITY OF TWIN FALLS SUPPLEMENTAL SPECIFICATIONS. ALL 6' GRADED POND AREAS,WHICH WOULD BE LEFT BARE HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. FOR MORE THAN 7 DAYS,SHALL HAVE A MULCH APPLIED AT A RATE OF TWO THOUSAND(2,000)POUNDS PER ACRE. 50'EXISTING 12'RIGHT-OF-WAY V 0 MULCH SHALL BE A VIRGIN WOOD CELLULOSE FIBER SPECIALLY RIGHT-OF-WAY DEDICATION M 5. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12'TO 18"UNDER THE FINAL GROUND PROCESSED AS A HYDROSEEDING MULCH AND CONTAINING NO SAWCUT LINE t-J SURFACE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE,METAL CORE OR BACKING MARKED WATER,WHICH CAN BE GROWTH OR GERMINATION INHIBITING FACTORS. IF POND DETECTED BY A STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE"D"OR APPROVED EQUAL. IN ADDITION TO TRACER CONSTRUCTION HAS BEEN COMPLETED,INCLUDING DRAINAGE 13'NEW ASPHALT J TAPE.INSTALL 14 GAUGE COPPER WIRE,WRAPPED AROUND THE PIPE,BROUGHT UP AND TIED OFF AT THE VALVE. STRUCTURES AND HAVE RECEIVED FINAL INSPECTION APPROVAL, J 6. WHERE CONNECTIONS REQUIRED FIELD CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS THE INSPECTOR, A TACKIFIER MAY BE REQUIRED. VERIFIED 48 HOURS PRIOR TO DISTRIBUTIONTION VERIFICATION,*UT-D-D THEY SHALL BE HYDROSEEDED. BASED UPON DIRECTION FROM OWN NOTICES. \ < 7. DUST CONTROL: AN APPROVED METHOD OF DUST CONTROL, EXISTING 6.5't EXISTING 12't WEST BOUND LANE EXISTING 12'3 WEST BOUND LANE NEW 12'RIGHT TURN LANE 7'PAVED SHOULDER 3'AT 4:1 MAXLL 7. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED,THE EXISTING VALVE MUST BE PRESSURE MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, PAVED MEDIAN z zi TESTED PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST,THE CONTRACTOR SHALL MAKE THE NECESSARY SHALL BE UTILIZED DURING CONSTRUCTION OF THIS PROJECT. (HALF) I..S�1 PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL NEW VALVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY O z MATERIALS WHICH SPILL ONTO LOCAL STREETS DURING 1.6R TO 2%TYP. Uj 8. WHEN FIRE FLOW WILL BE INTERRUPTED, THE CITY OF TWIN FALLS FIRE DEPARTMENT SHALL BE GIVEN A 24 HOURS NOTICE OF TIME THE TRANSPORTATION OF THE EQUIPMENT. SHOULD A SPILL AND LOCATIONS AFFECTED. OCCUR, THE CONTRACTOR SHALL REMOVE THE MATERIAL BY ~ MATCH EXISTING THE END OF THE WORK DAY. NO MATERIAL SHALL BE u �. �7 9. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED 75%OF MAXIMUM ALLOWED DEFLECTION,PER MANUFACTURER'S ALLOWED TO SET,DRY,OR BE WASHED INTO ADJACENT > *cims.: �L RECOMMENDATIONS. STORMWATER FACILITIES. �'" "�: k°fi1 �., a,. f ,�.,, W �. T�",„ 10.THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS(VERTICAL AND HORIZONTAL),TEES,CROSSES,PLUGS,AND VALVES.SEE 8• GEOTEXTILE FABRIC IS TO BE PLACED ON THE RIMS OF n;�< "' ` �7y� ._- (�' DETAIL 2/C7.0. DRYWELLS,CATCH BASINS,AND INLETS UNTIL SUCH TIME c::i��,✓� _ u � �D - AS THE VEGETATION ON THE SITE IS ESTABLISHED AND ) `�' .�. c T..�_�:,.yLp,--;C'n.. T.•, �w'�j� -- ---- -.__.. THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE ,. _._ .. -- .� w_ - _ I__ 75 - I X W 11.LOCATION OF EXISTING WATER MAINS AND SERVICES SHOWN ARE APPROXIMATE ONLY BASED ON INFORMATION PROVIDED BY THE SYSTEM IS MITIGATED. 1. I Ir SURVEYOR AND THE CITY OF TWIN FALLS,CONTRACTOR TO VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. I IL I I __ I I I _ m 1 1 1 _ I-...L I I I I Uj m 9. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, I I I- I I --- -- I I- _ _ 12 NEW WATER LINES SHALL BE TESTED AT NO LESS THAN 175 PSI FOR MINIMUM OF THREE(3)HOURS IN ACCORDANCE WITH CITY OF DRYWELLS,AND OTHER STORM DRAINAGE STRUCTURES FROM I I--I I I I I_-I I I_I I I_I I I I I I Y=I 5 ' ' ' Y TWIN FALLS STANDARD SPECIFICATIONS BEING CONTAMINATED WITH SILT BY INSTALLING FILTER I GG Z _ 13.CONTRACTOR SHALL COMPLY WITH IDAPA 58.01.08.542.07b FOR ALL WATER SERVICE LINES AND NON-POTABLE WATERLINES. KEEPING TFABRIC IT N PLACE UNTIR THE METAL L THESTREET HAS BEEN PAVEDAME DURING CONSTRUCTION AND EXISTING 4'ACP -I I I _I I I- AND CLEANED. 10.ALL SIDE SLOPES WILL BE TURF GRASSED AND IRRIGATED. EXISTING Br CEMENT RECYCLED ASPHALT BASE -- - I- NEW 4"ASPHALT PER ITO STANDARD STORMWATER DITCH SPECIFICATION SECTION 405. 3:1 MAX LIJ LIJ NEW 8r OF 3"BASE PER ITD STANDARD SPECIFICATION 703.04 S (GRADATION"B") NOTES: 0 1.CONDUCT TESTNG PER ITD'S QA MANUAL("SMALL QUANTITY). Q w KIMBERLY ROAD RIGHT TURN LANE WEST BOUND T SCALE NTS �SSWOW 'i QQpF Q�O\Sifq�'$n 010 �o Oq OF N�N.N� MOIV A. �Zg✓'o8 REVISIONS: Ap roved for Construction JUN 0 2 2008 ORAwN-BY OATE: AhP 08/R0/08 CONTRACTOR NOTE City Engineering Dept, CHECDKEED JOB-N�04I SHEET NUMBER: ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND UNDERGROUND SERVICE ALERT 5.0 VERTICALLY PRIOR TO ANY CONSTRUCTION.ALL EXISTING FEATURES INCLUDING BURIED ONE-CALL NUMBER UTIU71ES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY SHEETTTTLE: OTHERS.WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND (800)626-4950 SURVEYS,FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO NOTES CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY. CALL TWO BUSINESS DAYS AND DETAILS BEFORE YOU DIG HVAC ABBREVIATIONS IECC MECHANICAL � W C C E EXISTING BRD BOARD IX NOTES: P EXPANSION KW KILOWATT P PRESSURE TA TRANSFER AIR F FUTURE BRG BEARING EKT EXTERIOR KWR KILOWATT HOUR PD PRESSURE DROP OR DIFFERENCE TD TEMPERATURE DIFFERENCE N N N NEW BTU BRITISH THERMAL UNIT PH PHASES) TEMP TEMPERATURE/TEMPERED/ THE FOLLOWING VALUES REPRESENT THE MINIMUM CODE D DEPTH FA FIRE ALARM L LINED PLBG PLUMBIING TEMPORARY REQUIREMENTS AS OUTLINED IN THE INTERNATIONAL ENERGY L LENGTH CA COMBUSTION AIR FAU FURNACE AIR UNIT LAT LEAVING AIR TEMPERATURE POC POINT OF CONNECTION TOD TOP OF DUCT CODE.REFER TO PROJECT SPECIFICATIONS FOR ACTUAL W WIDTH DAP CAPACITY FC FORWARD CURVED LAW LAVATORY PSF POUNDS PER SQUARE FOOT TOS TOP OF STEEL REQIREMENTS,WHICH MAY BE MORE STRINGENT. ® AT C8 CATCH BASIN FCO FLOOR CLEANOUT LEIS POUNDS PSI POUNDS PER SQUARE INCH TSP TOTAL STATIC PRESSURE ® DIAM./PFkSE CD CONDENSATE DRNN FD FLOOR DRAIN LF LINEAL FEEF/FOOT PVC POLYVINYL CHLORIDE TV TURNING VANE(S) FH FIRE HYDRANT LPG LIQUEFIED PETROLEUM GAS 1) DUCTWORK TO BE SEALED WITH UNITED DUCT SEALER OR EQUAL < ANGLE CF CUBIC FEET TYPICAL IF NUMBER/POUND CFCI CONTRACTOR FURNISHED FIN FINISH URA LOCKED ROTOR AMP RA RETURN AIR DUCE TAPE IS NOT ACCEPTABLE. • DEGREE CONTRACTOR INSTALLED FINSAN FINS PER INCH L/S LITERS PER SECOND RAD RADIUS UBC UNIFORM BUILDING CODE CFF CAP FOR FUTURE FLA FULL LOAD AMPS UWf LEAVING WATER TEMPERATURE RD ROOF DRAIN UFC UNIFORM FIRE CODE 2)ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE ABV ABOVE CFM CUBIC FEET PER MINUTE FLASH FLASHING ROL ROOF DRAIN LEADER UL UNDERWRITERS LABORATORY INSULATED WITH A MINIMUM OF R-5 INSULATION WHEN LOCATED AC AIR CONDITIONING CI CAST IRON FR FLOOR M METER ING) RE: REFERENCE UMC UNIFORM MECHANICAL CODE IN UNCONDITIONED SPACE. ACCU AIR COOLED CL CENTER LINE FOB FLATMAT MATERIAL ON BOTTOM REEL REFLECTED UNFlN UNFINISHED CONDENSING UNIT CUR CEILING FOT FLAT MAX MAXIMUM T ON TOP R0. RELOCATE LINO UNLESS NOTED OTHERWISE 3)ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE FPM FEET PER MINUTE REM REMOVE UPC UNIFORM PLUMBING CODE INSULATED WITH A MINIMUM OF R-8 INSULATION WHEN LOCATED ACT ACOUSTICAL PANEL CNT CENTER MEZZ MEZZANINE ACOUSf ACOUSTICAL CUR CLEAR FRPF FIREPROOF MECH MECHANICAL REINF REINFORCE U URINAL OUTSIDE THE BUILDING. ACT ACOUSTICAL TILE CO CLEAN OUT FT FEET/F0OT REOD REWIRED AD AIR DROP COL COLUMN PURR FURRING MIN MINIMUM RET RETURN V VOLT 4)MFG MANUFACTURER DUCTS IN TEMPERED SPACES THAT SERVE THAT AREA OR DUCTS ADJ ADJUSTABLE OONC CONCRETE GA GAUGE OR GAGE MISC MISCELLANEOUS RF RECIRCULATION FAN VAC VACUUM WITH A TEMPERATURE DIFFERENCE LESS THAN 15'F DO NOT AF AIR FOIL COND CONDENSATE GALV GALVANIZED MM MILLIMETER RG RETURN GRILLE MAY VARIABLE AIR VOLUME REQUIRE INSULATION. AFC ABOVE FINISHED CEILING CONN CONNECTION GC GENERAL CONTRACTOR MO MOTOR OPERATED RH RELATIVE HUMIDITY VD VOLUME DAMPER AFF ABOVE FINISH FLOOR CONST CONSTRUCTION GE GENERAL EXHAUST MOCP MAX OVERLOAD RPM REVOLUTIONS PER MINUTE VEL VELOCITY 5)ALL THERMOSTATS TO BE ELECTRONIC SEVEN-DAY FULLY AFG ABOVE FINISH GRADE DORT CONTINUOUS/CONTINUATION GND GROUND CURRENT PROTECTION RTU ROOFTOP UNIT VENT VENTILATION PROGRAMMABLE WITH ONE HOUR OVERRIDE SWITCH/BUTTON WITH CI AFS ABOVE FINISH SLAB CONTR CONTRACTOR GSM GALVANIZED SHEET METAL MTO MOUNTED VERT VERTICAL FAN CONTROL 'E AFUE AMERICAN FUEL CTC CENTER TO CENTER MTG MOUNTING S SOUTH VFD VARIABLE FREQUENCY DRIVE c UTILIZATION EFFICIENCY CV VALVE COEFFICIENT HCP HANDICAP MTL METAL SA SUPPLY AIR VOL VOLUME /� N AHU AIR HANDLING UNIT HD HEAD MUA MAKE-UP AIR/ SCHED SCHEDULE VTR VENT THRU ROOF HVAC DRAWINGS ALT AL'"RNATE DB DECIBEL HDWR HARDWARE MAKE-UP AIR UNIT SD SUPPLY DIFFUSER VVT VARIABLE VOLUME TERMINAL d $ ALUM AL INUM DBL DOUBLE HORIZ HORIZONTAL SECT SECTION ^' it AMB AMu,ENT DB DRY BULB TEMPERATURE HP HORSEPOWER N NORTH SEER SEASONAL ENGINEERING W WEST GENERAL L [„O�EQ,AMP AMPERES DEPT DEPARTMENT HR HOUR N/A NOT APPLICABLE EFFICIENCY RATING W/ WITH It A NOTES: MOD ANODIZED DET DETAIL Hi HEIGHT - NC NORMALLY CLOSED SEN SENSIBLE W/O WITHOUT E E ANSI AMERICAN RATIONAL DIM DIMENSION HTG HEATING NEC NATIONAL ELECTRIC CODE SER SERIES WB WET BULB TEMPERATURE cox STANDARDS INSTITUTE DISCH DISCHARGE H2O WATER NFPA NATIONAL FIRE SF SQUARE FOOT WC WATER CLOSET 1) THESE GENERAL NOTES APPLY TO ALL HVAC DRAWINGS IN THIS SET AND SHOULD BE TREATED AS AP AIR PRESSURE ON DOWN HVAC HEATING,VENTILATING,AND PROTECTION ASSOCIATION SH SENSIBLE HEAT WP WATERPROOF IF THEY ARE REFERENCED TO THE ENTIRE SET. APD AIR PRESSURE DROP DS DOWNSPOUT AIR CONDITIONING NG NATURAL GAS SIM SIMILAR WPD WATER PRESSURE DROP APPROX APPROXIMATE DSP DRY STANDPIPE NIC NOT IN CONTRACT SL SUPPLY LOUVER WT WEIGHT 2) THE CONTRACTOR IS TO PROVIDE A FULLY OPERATIONAL HVAC HEATING AND COOLING SYSTEM. ARCH ARCHITECTURAL DWG DRAWING IBC INTERNATIONAL BUILDING NO NORMALLY OPEN SMACNA SHEET METAL AND THE CONTRACTOR IS TO INSTALL ALL OF THE PIPING,DUCTWORK,ACCESSORIES,AND EQUIPMENT ASHRAE AMERICAN SOCIETY CODE ROM NOMINAL AIR CONDITIONING ZD ZONE DAMPER PER THE LATEST ADOPTED VERSION OF THE UPC,IMC,IBC,NFPA 99(FOR MED.GAS),AND THE U OF HEATING E EAST ID INSIDE DIAMETER N NTS NOT TO SCALE CONTRACTORS RATIONAL AHJ(AUTHORITY HAVING JURISDICTION). NOTHING IN THESE PLANS IS TO BE INTERPRETED AS TO / REFRIGERATION,AND AIR EA EACH IDW INDIRECT WASTE NUM NUMBER ASSOCIATION ALLOW THE CONTRACTOR TO PROVIDE INSTALLATIONS THAT ARE NOT PER CODE OR THE AHJ. CONDITIONING ENGINEERS EAT ENTERING AIR TEMPERATURE IE INVERT ELEVATION SOV SHUT OFF VALVE ASTM AMERICAN SOCIETY OF EF EXHAUST FAN IGV INLET GUIDE VANE(S) ODD OPPOSED BLADE DAMPER SP STATIC PRESSURE 3) ALL DESIGN PRODUCT DATA IS FOR THE ITEM LISTED ONLY. SUBMITTAL DEVIATIONS WILL BE THE Q�© TESTING MATERIALS EFF EFFICIENCY IMC INTERNATIONAL MECHANICAL SPEC SPECIFICATION SOLE RESPONSIBILITY OF THE CONTRACTOR. REVIEW BY THE ARCHITECT OR ENGINEER DOES NOT Q AUTO AUTOMATIC EG EXHAUST GRILLE CODE DC ON CENTER OD OUTSIDE DIAMETER SO SQUARE RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES FOR THE PRODUCT TO PERFORM OR AUX AUXILIARY ELECT ELECTRICAL IN INCH SS SANITARY SEWER PHYSICALLY FIT FOR THE APPLICATION AS INDICATED IN THESE DRAWINGS. ALL COORDINATION FOR ELEV ELEVATION IND INDIRECT OFCI OWNER FURNISHED, SST STAINLESS STEEL THE NEW PRODUCT WITH THE OTHER TRADES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BDD BACK DRAFT DAMPER EMERG EMERGENCY INSUL INSULATION CONTRACTOR INSTALLED ST0 STANDARD BFF BELOW FINISH FLOOR ENCL ENCLOSED ENCLOSURE INT INTERIOR OFOI OWNER FURNISHED, STEEL THIS INCLUDES,BUT IS NOT LIMITED TO;PHYSICAL DIMENSIONS,WEIGHTS,ELECTRICAL / CHARACTERISTICS,ETC. NO ADDITIONAL COSTS TO THE OWNER WILL BE ALLOWED DUE TO BFS BELOW FINISH SLAB ENT ENTERING IPC INTERNATIONAL PLUMBING OWNER INSTALLED STRUCT STRUCTURAL BG BELOW GRADE EQ EQUAL CODE OH OVERHEAD SUP SUPPLY SUBSTITUTIONS. BHP BRAKE HORSEPOWER EQUIP EQUIPMENT OSA OUTSIDE AIR SUSP SUSPENDED BI BACKWARD INCLINED ESP EXTERNAL STATIC PRESSURE J-BOX JUNCTION BOX OZ OUNCE SYS SYSTEM 4) LAYOUTS,ROUTING AND COORDINATION MUSE BE DONE PRIOR TO FABRICATION OR INSTALLATION BLDG BUILDING EWT ENTERING WATER TEMPERATURE JST JOIST OF ANY DUCTWORK. THE CONTRACTOR SHALL BE ADVISED THAT THE OWNER WILL NOT PAY TO BOD BOTTOM OF DUCT EXH EXHAUST REMOVE DUCTWORK THAT WAS INSTALLED AND FOUND TO BE IN CONFLICT WITH THE STRUCTURE BOS BOTTOM OF STEEL EXIST EXISTING OR ANOTHER TRADE. NOTE ALL ABBREVIATIONS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. 5) CONTRACTOR TO VERIFY ALL GRILLES REGISTERS AND DIFFUSER FRAMES PRIOR TO ORDERING. HVAC LEGEND CONTRACTOR SHALL VERIFY DIFFUSER LOCATIONS PRIOR TO INSTALLATION OF THE DIFFUSERS. ALL LIGHTING AND STRUCTURE NEEDS TO BE TAKEN INTO ACCOUNT.FOR EXACT DIFFUSER LOCATION SEE ARCHITECTS REFLECTED CEILING PLAN. COORDINATE WITH ELECTRICAL AND STRUCTURAL FOR + FINAL DIFFUSER LOCATOR. SYMBOL DESCRPTION SYMBOL DESCRIPTION SYMBOL DESCRPTIONV 6) PROVIDE ACCESS DOORS FOR ALL EQUIPMENT LOCATED IN CEILINGS,WALLS,OR FLOORS,IF CAP (DOUBLE LINE) (DOUBLE LINE) TAG NUMBER HIDDEN OR INACCESSIBLE. ALL FIRE DAMPERS SHALL BE SUPPLIED WITH ACCESS DOORS IN THE VOLUME DAMPER � DUCT IN ORDER TO RESET DAMPER. ACCESS DOORS TO BE LOCATED IN MOST THE MOST CAP (SINGLE LINE) DUCT CAP (SINGLE LINE) ,.A....1... NECK/IHROAT SIZE ACCESSIBLE LOCATION,AND PRIOR APPROVED BY THE ARCHITECT BEFORE INSTALLATION. ACCESS J---� DOORS TO BE LARGEST SIZE POSSIBLE FOR THE GIVEN DUCT SIZE. MAXIMUM DUCT ACCESS q9 up SD-1 12.0 GRILLES,REGISTERS,DIFFUSERS-CALLOUT DOOR SIZE TO BE 12'X12'. 24"x16" (DOUBLE LINE) (DOUBLE LINE) 500 CFM(4 TYP) 0 DUCT SIZES-FIRST DIMENSION LISTED IS AUTOMATIC MOTOR OPERATED DAMPER PARALLEL 7) INSTALL ALL COMPONENTS TO MEET MANUFACTURERS INSTALLATION MANUALS,LOCAL STATE AND tti-8'0� (SINGLE LINE) VIEW DIMENSION IV) Im (SINGLE UNE) AND OPPOSED BLADE NUMBER OF DIFFUSERS AHJ CODES,OR AS DEPICTED IN THESE DOCUMENTS.WHICH EVER IS MOST STRINGENT. r , CFM TO BALANCE TO 8) CONTRACTOR SHALL SUPPLY DRAWING FOR APPROVAL TO OWNER/ARCHITECT SHOWING ALL (— INTERNALLY LINED DUCT-SEE NOTES OR PROPOSED THERMOSTAT LOCATIONS. ARCHITECT/OWNER SIGNATURE MUST BE OBTAINED PRIOR TO Q IN_L---- - (DOUBLE LINE) SPECIFICATION FOR TYPE OF UNING TO i '^'' i (DOUBLE LINE) SECTION/DETAIL NUMBER RESULT IN MOVING THERMOSTATS ATERMOSTAT WIRING,COMMIT,O QINRACLTORS EXPENSE. FAILURE TO DO SO MAY /(� (SINGLE LINE) FREE ED.ARE DIMENSIONS DENOTE INTERNAL J}--'I-�17i—li BACKDRAFT DAMPER v _ (SINGLE LINE) SECTION/DETAIL # SECTION/DETAIL HEADING 9) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE JOB. ABSOLUTE ACCURACY OF � (n ��01 THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN J (DOUBLE LINE) ADDITIONAL INFO MADE TO COORDINATE THE LOCATIONS OF EQUIPMENT&DUCTWORK,IT IS THE RESPONSIBILITY OF 24'z18' (DOUBLE LINE) CONTROL AIR OR REFERENCED SHEEP NUMBER THE CONTRACTOR TO COORDINATE EXACT REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. —� DIRECTION OF AIRFLOW ZONE DAMPER CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING BID OR Q (SINGLE LINE) (SINGLE LINE) FABRICATING AND INSTAWNG WORK. U- SECTION SD NUMBER 10) INSTALL ALL SHEET METAL IN ACCORDANCE WITH LATEST RFTIN AND SMACNAREQUIRED RECOMMENDATIONS. E:NOATONS. / z 24 z16' (DOUBLE LINE) DOUBLE LINE) SECTION CUT PROVIDE VARIATIONS IN DUCT SIZE AND ADDITIONAL DUCT FITTINGS AS REQUIRED TO CLEAR DUCTWORK OR EQUIPMENT TO ( OBSTRUCTIONS AND MAINTAIN CLEARANCES. � ^ BE DEMOLISHED DUCT MOUNTED SMOKE DETECTOR !J' 2--8'0--t (SINGLE LINE) SD (SINGLE LINE) REFERENCED 11) SECTION DETAIL IS FOR BIDDING ASSISTANCE. TRUSS INFORMATION SHOWN IS BEST GUESS ONLY. W SHEET NUMBER TRUSS MANUFACTURER WILL PROVIDE ENGINEERED DRAWINGS PRIOR TO CONSTRUCTION. Tay � CONTRACTOR TO COORDINATE WITH STRUCTURAL DRAWINGS AND TRUSS MANUFACTURER PROVIDED Q Fp } �� } (DOUBLE LINE) INFORMATION FOR EXACT TRUSS AND HEADER LOCATIONS PRIOR TO FABRICATION OF ANY r�S (DOUBLE LINE) ECCENTRIC TRANSITION-(FOT=FIAT ON l� ACCESS DOOR(AD)ACCESS PANEL(AP) DUCTWORK OR FITTINGS. v TOP,FOB=FIAT ON BOTTOM) (SINGLE LINE) i' (SINGLE UNE) ��� H T DEVICE,SE THERMOSTAT-CAILO L REFERENCES DEVICE,SEE SCHEDULES.MOUNT ALL DEVICES PER '- F=FIRE DAMPER DH-01 AHU-01 ARCHITECTURAL GUIDLINES. (DOUBLE UNE) S=SMOKE DAMPER W 1 1 1 (DOUBLE LINE) & F AND S=FIRE AND SMOKE DAMPER CONCENTRIC TRANSITION (SINGLE LINE) SEE NOTES AND/OR SPECIFICATION FOR \® 1® POWER OR GRAVITY ROOF INTAKE/EXHAUST (SINGLE LINE) EXACT RATING AND MODEL NUMBERS ��/ ��/ �„6.E 0 CmC EQUIPMENT TAG NAME G TURNING VANES IN DUCTWORK AHU EQUIPMENT TAG SYMBOL;SEE EQUIPMENT SCHEDULES - RISE (DOUBLE LINE) RISE OR DROP ARROW IN THE DIRECTION OF 01 FOR THE CAPACITY,TYPE,AND QUANTITY. �' Y AIRFLOW (DOUBLE LINE) (SINGLE UNE) SEQUENTIAL EQUIPMENT NUMBER ' ' (SINGLE UNE) REV,"LE Lj DROP � �2402 171 DOUBLE CEILING SUPPLY DIFFUSERS,SOLID FILL M 6�21=_ ROUND LINE REPRESENTS BLANKED OFF AREAS. SUPPLY DUCT(RISE) (I ly 24.0 4-WAY 3-WAY 2-WAY 2-WAY (I Vl ( 1 !J AL (CORNER)(OPPOSED THROW) RETURN DUCE(RISE) 24 xi�'® UPRN DOWN WRCIWORKN/UP FOR VARIOUS STYLES OF � CEILING RETURN GRILLE EXHAUST DUCT(RISE) REVANGLE 10 z6 ® CEILING EXHAUST GRILLE 0 11151!llllllllll! �— t—�ROUND (SILINE FLEX DUCT TURN TORN SIDEWALL SUPPLY/RETURN REGISTER,DIFFUSER, LR— UP DOWN �� �� GRILLE 24'x 6' (DOUBLE UNE) SPIN-IN FITTING SUPPLY ii----- (SINGLE LINE) (DOUBLE UNE) F—i 45'ENTRY TRANSITION LINEAR SUPPLY/RETURN 24'x16' (DOUBLE UNE) SPIN-IN FITTING RETURN (SINGLE LINE) (SINGLE LINE) NOTE: ALL SYMBOLS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. 6\S,�EpF.O PROFf�yo ,ys, a%INE u� 11 0 = r c° �F OF`fir Pp T. BPS (i-28-07 REVISIONS: Q0 CITY REVIEW 12/14/07 DRAWN BV: I DATE: CMY 8/07/06 CHECKED: JOB 2 $TB 906-02 \�Yl ll�l`Zl�� IlOU 11 11 SHEET ME: ENCPNEERB,PA llllll ffflll LEGEND& W: m cm ABBREVIATIONS V�i00 O O Uj b O O 01 y W HYDRONIC SPLIT SYSTEM SCHEDULE BLOWER HYDRONIC HEATING SECTION DX COOLING COIL FAN COIL UNIT CONDENSING UNIT EQUIP EXTERNAL MOTOR AMP ELECT. WATER GPM OUTPUT ROWS ENT. AIR[4] MANUF. MODEL// EQUIP COMPR. FAN MCA ELECT. MANUF. MODEL OPER INTAKE/EXHAUST BY MECHANICAL TAG TYPE CFM S.P. OSq #BTU/HR BTU/HR TAG RLA FLA CHAR. WEIGHT REMARKS CONTRACTOR FOR!-T IN IN H O H.P. DRAW CHAR. TEMP. BTU/HR CAP.(NOMINAL) CAP.(MIN. SENS.) D.B. W,g, COMMUNITY BUILDING. FCU-1 HYDRONIC UPFLOW 800 0,20' 1 4 3.2 120 1 60 3 120 F 3.5 23,100 4 17,400 12,500 80 67 SUN THERM H02-46-26A CU-1 13.5 .75 17.6 208/1/60 FIRST CO. 24UCOB-024 155 LES [11[21[31[41[51[61[71[81[91 FCU-2 HYDRONIC UPFLOW 1200 0.20 1 3 6.2 120/1 60 3 120 F 3.5 31,400 4 36,000 28.000 80 67 SUN THERM H03-49-43A 8 CU-2 14.1 1.4 19.0 208/1/60 FIRST CO. 24UCQB-036 175 LES 1 [2] 3] 41[5 6 7 8 9 1 PROVIDE AUTOMATIC CHANGEOVER T-STAT WITH FAN SUB-BASE. 9 CONTRACTOR IS REQUIRED TO PURCHASE AND INSTALL MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE [21 PROVIDE COMPLETE WITH LOW AMBIENT KR RATED TO 30'F. REFRIGERATION LINE SETS FROM THE EQUIPMENT FIELD INSTALLED PIPE FASHING. [31 OSA AT LIVING UNITS PROVIDED VIA OPERABLE WINDOWS. MANUFACTURER SPECIFIC TO INDIVIDUAL INSTALLATION. PRODUCTS BY MECHANICAL CONTRACTOR. [41 BASED ON 95-F OUTDOOR AMBIENT CONDITIONS. FIRST CO SUNNERM TINS CONFORM TO ARCHITECTURAL [51 VERIFY UNIT QUANTITY WITH OVERALL DRAWING SET. SPECIFICATIONS. (61 PROVIDE COMPLETE WITH INTERNAL PUMP WITH AUTO-CIRCULATE FEATURE. m (71 PROVIDE WITH CONDENSATE OVERFLOW SWITCH. FURNACE SCHEDULE C [81 PROVIDE WITH OPTIONAL WALL PANEL c BLOWER GAS HEATING SECTION COOLING COIL EQUIP AREA TYPE CFM DSA ESP MOTOR ELECT MCA/ OPER MANUFACTURER MODEL INPUT j490 PUT EFF DROP MBH/HR MBH/HR ENT AIR OPER MANUFACTURER MODEL REMARKS a TAG SERVED IN H2O HP CHAR MOCP WEIGHT LD/HI /HI IN H 0 CAP(TOTAL) CAP(SENSIBLE) DB WB WEIGHT F-1 SEE PUNS MULTPoISE I600 J00 0.60 1 2 115 1 11.6 20 !Do Lbs. CARRIER 58MIB100-16 65 100 94 93X 0.31 35.5 35.5 BO 62' S0 lba. CARRIER CK3A-042 F-2 SEE PUNS MULTIPoISE 1200 200 0.60 13 115 1 8.1 15 400 Lbs. CARRIER 58MMOBO-12 52.0 80.0 5.0 93% 0.27 29.3 28.9 ev 6T 50 L ! CARRIER CK1076 1,2,3,4.51 p o U [1I PROVIDE 7-Dar PROGRAMMABLE T-STAT. MANUFACTURER S APPROVED FOR SUBMITTAL OF COMPARABLE [21 PROV DE WITH CONCENTRIC VENT KIT. MECHANICAL CONTRACTOR TO INSTALL VENT PIPING AS WELL AS ROOF TERMINATION KIT PRODUCTSol 131 PROVIDE W/HINGED FILTER RACK,ACCESSIBLE FROM THE FRONT OF THE UNIT. FILTER RACK WILL HAVE A STANDARD FILTER SIZE. RST COMPANY CARRIER TRANS LENNOX YORK BREAM WEATHER KING MCQUAY [4] DUCT MOUNTED SMOKE DETECTOR,PROVIDED AND WIRED BY ELECTRICAL,INSTALLED BY MECHANCAL / [5j CONINACTUX TQ PROVIDE EFlHER HURIZONIAL OR V-I II{AL COIL U&;ENOING ON INSIAxUIION. LJ LJ PIPE PENETRATION DETAIL 1 AIR COOLED CONDENSING UNIT SCHEDULE o< SCALE:NTS Mo.Oz EQUIP AREA TYPE CAPACITY AMBIENTJREFRIG. OF MCA MOCP ELECT EER/ WWEIGHTMANUFACTURER MODEL; REMARKS13 TAG SERVED TONS TEMPFANS SEERCU-1 SEE PUNS NR COOLED 3.5 95'F -22 1 23.5 40 208 1 13 CARRIER 24ABA3042CU-2 SEE PLANS AIR COOLED 3 95'F -22 19.0 30 208 1 13 CARRIER 24PBUOJB ' 111 PROVIDE 36-X36-X3'CONCRETE HOUSEKEEPING PAD. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE 121 PROVIDE WITH MANUFACTURER'S RECOMMENDED UNESET SIZED BY THE PRODUCTS MANUFACTURER FOR PROPER DIAMETER AND LENGTH. TRAM CARRIER LENNOX YORK BRYAM f` Pi B-VENT(BY MECHANICAL [3]CONCTRACTOR TO SHIM CONDENSING UNIT TO THE MANUFACTURERS LEVELING CONTRACTOR)SIZE AS RECOMENDATIONS. DETERMINED ON PLANS OR BY EQUIPMENT MANUFACTURER Huh _ CLOSET (WHICHEVER IS LARGEST) --- SA DISCHARGE ABOVE TO EXHAUST FAN SCHEDULE Z CEILING EQUIP. HP OR OPER HW DRIVE CFM SP ELEC TYPE SONES MODEL MANUFACTURER REMARKS r- UNION WEIGHT C HYDRONIC PIPINGCW ro- r<- TAG AMPS G PROVIDE(2)OPENINGS OR �� 1 CONNECTION BY = EF7 DIRECT 80 .125 0.22 AMPS 120 1 fi0 CABINET 0.8 LS-BOL NUTONE 15 LBS 1 4 3 5 DUCTS FOR COMBUSTION ,;� 3/4� {� PLUMBING DIRECT 130 .375 1.0 AMPS 120 1 60 CABINET 2.0 QT-200 NUTONE 15 LBS 2 4 7 C CONTRACTOR c AIR AS NOTED ON PLANS Y�y� ff-3 DIRECT 80 .125 0.5 AMPS 120 1 60 CABINET 1.5 QT-80 NUTONE 15 LBS 1 F J HWS-� (FUTURE FAN) EF-4 DIRECT 100 .125 0.37 AMPS 120 1 60 IN-LINE 0.8 IlF-120 NUTONE 20 LBS CONTNUOUS DUTY 6 HWR O [t] FAN CONTROL TO BE PROVIDED BY DIVISION 16. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE [2] INTERLOCK WITH FURNACE f1 FAN OPERATION, PRODUCTS I (31 JGM/FAN COMBINATION(AMPS LISTED DOES NOT INCLUDE 100 WATT BULB) COOK GREENHECK PENN CARNES BREIDERT BROAN NUTONE PIPING BY (41 PROVIDE FACTORY ROOF COWL AT ALL ROOF TOP PENETRATIONS. W Q PLUMBING [51 PROVIDE SEPERATE SWITCH ON WALL R• ) 7 CONTRACTOR DX REFRIGERANT 71 PROVIDE WITH FACE MOUNTED FIRE DAMPER. V ` PIPING CONNECTION GRILLES, REGISTERS AND DIFFUSERS PROVIDE WALL MOUNTING Q W FRAME AND LOUVERED EQUIP. NOMINAL NECK MOUNTING l C J FROM ACCESS PANEL TAG FACE SIZE SIZE MATERIAL FINISH TYPE[2] MANUFACTURER MODEL// DESCRIPTION J c J COORDINATE OPENING I- Q SD-1 10x4 3 STEEL WHILE FLOOR HARE&COOLLY 421 SUPPLY REGISTER WITH INTEGRAL VOLUME DAMPER PROVIDE(2)OPENINGS OR SIZE&OPENING WITH SD-2 10x4 3 STEEL WHITE SURFACE HAM&COOLEY 682 SUPPLY REGISTER WITH INTEGRAL VOLUME DAMPER DUCTS FOR COMBUSTION GENERAL CONTRACTOR /'Y� LL. AIR AS NOTED ON PUNS SD-3 1606 [3 STEEL WHITE SURFACE HART&COOLEY 24 SUPPLY DIFFUSER WITH INTEGRAL VOLUME DAMPER LL SD-4 1202 3 STEEL WHITE SURFACE HARE&COOLEY 24 SUPPLY DIFFUSER WITH INTEGRAL VOLUME DAMPER < Z SD 10x4 3 STEEL WHITE I TOE KICK HART&COOLLY 420 SUPPLY DIFFUSER WITH INTEGRAL VOLUME DAMPER W RG-1 20x20 3 STEEL WHITE SURFACE HART&COOLLY 821 RETURN GRILLE WITH INTEGRAL VOLUME DAMPER ,a. CONDENSATE DRAIN DX REFRIGERANT TG--1 1 16A2 1 1400 1 STEEL WHITE FLOOR HART&COOLLY 421 TRANSFER GRILLE I-�L/�GAS REFER To PLUMBING. PIPING TO (D 6 CONDENSING UNIT [11 LEAD IN DUCT SIZE AS SHOWN ON PLANS.PROVIDE SQUARE TO ROUND TRANsmON AS REQUIRED. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE PRODUCTS !5 [2] CONTRACTOR SHALL VERIFY ALL CEKING TYPES BEFORE ORDERING GRILLES,REGISTERS,AND DIFFUSERS. MEWARE KRUGER PRIG NALOR CARNES FLOOR (3] PROVIDE ALL TRANSITIONS INCLUDING SQUARE-TO-ROUND AS REQUIRED. UPFLOW HYDRONIC FAN COIL CONNECTION DETAIL 3 W Cn i Ste:NT6 Mp.02 UNIT HEATER SCHEDULE cr GAS WATER HEATER Z EQUIP AREA SERVED TYPE BTU/HR WATTS ELECT OPER MANUFACTURER MODEL�{ REMARKS O SCALE:NTS Mo.o2 TAG (VOLTS) WEIGHT UH-1 WATER ENTRANCE FREEZE PROTECTION FORCED AIR 2559 750 120 11 MARKEL E4002 1 (1]PROVIDE MANUFACTURERS INTEGRAL THERMOSTAT AND WIRING KIT. SET AT 50 DEGREES F. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE PRODUCTS ui MARK OMARK J W SA DISCHARGE TO ZINC FLOOR(AT TOWNHOMES) DRYER BOOSTER FAN SCHEDULE Q ER DUCTWORK ROTATED 90'LL T EQUIP AREA SERVED TYPE DRIVE CFM AMPS WATTS) ELECT WE�GHT MANUFACTURER MODEL REMARKS VIEW FOR PLAN.INSTALL TAG PER FLOOR PLANS. -TPIPING DBF-1 LIVING UNIT DRYERS INUNE DIRECT 150 .73 75.0 i15 1 - FANTECH DBF4XL 1,2 O LL [1]PROVIDE WITH MANUFACTURERS PRESSURE SWITCH FOR LONG DUCT RUNS.HYDRONIC PIPING CONNECTION (21 PROVIDE WTH MANUFACTURERS MOUNTING KIT.BY PLUMBING CONTRACTOR TRANSMON AS REFIT BEHIND UNIT DX REFRIGERANT PIPING CONNECTION PROVIDE WALL MOUNTING FRAME AND LOUVERED FRONT ACCESS PANELCOORDINATE OPENING 1EiDPROffg SIZE&OPENING S WITH GENERAL CONTRACTOR. 4p Nf,5112 G CONDENSATE BRAN fN T. Fg Ps,\� REFER TO PLUMBING. - 1z_28-07 SA DISCHARGE TO CRAWL SPACE REVISIONS: WATER CONNECTIONS TOl"� QO CITY REVIEW 12/14/07 WATER HEATER CLOSET DOWNFLOW HYDRONIC FAN COIL CONNECTION DETAIL 4 SCALE:NTS MO O2 DRAWN BY DATE: CMY 8107/)6 CHECKED: JOB NO (�O STB 2006-02 SHEET NUMBER elkhorn Mo.02 SHEET TITLE: ENaNEEM,PA HVAC SCHEDULES AND DETAILS ! KEY NOTES: I SD-2 8"0 I SD-2 8"0 I ( SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. 50 CFM 150 CFMSI 2 870o N N i .. 150 C _. .,_ I 1 00 CFM._.�,.__, i _ O2 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. (D GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR °i y a ci CONDENSING UNIT PLACEMENT. 8 0 °® ( 8"- 8.0 I 4O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. O5 MECHANICAL CONTRACTOR SHALL ROUTE(2)EINE'SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. - 4Y GE 4° GE - � - O6 MECHANICAL CONTRACTOR SHALL ROUTE 4"0 B-VENT FLUE FROM WATER HEATER UP I o 25 CFM 10 10 25 CFM o I THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED r 4"0 VENT 10 0 i 10 4"0 VENT I 1 PENETRATION AT FLOOR/CEIUNG ASSEMBLY. .�... _.__ —i EF ff : " 'T� {a I Q U O7 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"11 (12.5 SQ.IN..)COMBUSTION AIR _ ""'�' DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) 6.0 1 I 1 8"0 L- I ._.._. AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1/MO.02. �\ Ol - 8"0 `�. o I �`'^ --`'�8"0 I _ SO ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0" C El 7 7 ° REFER TO TYPICAL UNIT MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP z PLANS AT RIGHT FOR JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE N s 1 I WORK ON THIS SIDE OF BARRIER. REFER TO ARCHITECTURAL DETAIL - o .. BUILDING a 100.CFM - -_ _ O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL � �F" �--r `a� � ,--� f�—� -- .. VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN I ,� l ilk { � L INSTRUCTIONS r , �D r 11Bx1o..�, 1 _ �-- (� `� STYLE DRYER VE l° �lil I I �_ ,ex,G sn ' C�\ ° it J � a e : 07 .._.__ =''� ! 10 ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP. u _L _J Tom\ \ �gu rI_ I � c I J 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8"NEOPRENE ® i� 8 �\� 8I RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX 7 ! o CONNECTORS TO BE RATED FOR USE. 1 ri MO.D2 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6"z6"COMBUSTION AIR OPENINGS WITH ` w BUG SCREEN ON EXTERIOR WALL. LOCATE(1)AT CEILING,(1)WITHIN 12°OF �•- . .. I FLOOR. uu Qgg ROUTE 4"DRYER VENT UP THROUGH ROOF.TERMINATE WITH RESIDENTIAL DRYER VENT 16�-.''-1S®D-2 80 8"0 i II 8"0 SD-2 8°0 I 14 ROOF CAP. 75 CFM 175 CFM ROUGH-IN FUTURE SPACE VENTILATION FAN. WALL LOUVER.COORDINATE WITH AITECTURAL DETAIL VERIFY WITH ELECTRICAL I I I 15 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY CLOSET. r ° 8"0 J I 8"0 !• I 16 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING GLASS DOORS.17 SD-2 8"0 1 ____-! SD-2 8"0 .8 175 CFM ! 200 CFM 16 + I I i I i I o BUILDING 2222 SECOND FLOOD HVAC PLAN LL1 (- SCALE: 1 4 11-0" • ) W VJ��/� { I I � J I , J I W 3 CU 3 I 3 'U 3 'U CC LJ.. Q z 4 4I EF ® I D14 3'-0"MIN 4 74 O t O I V SDTSO 1CFMg i S 4 (ISDI I I ^I '� J '3 I ui UJ +1 9 SD-1 8"0 - 9 � � � cr 150 CFM 1 M ?1 !I Zco W 8 I 8 8 O G C I N I I I REFER TO TYPICAL UNITr-- PLANS AT RIGHT FOR c � �WORK ON THIS SIDE OF x BUILDING o� v. .. - i - DBF F--- 2 SD-5 6"0 71 J SD-5 °0 2 100 CFM SD-5 8"0 100 CFM I r / 25 11M 2 1S �U-- A 1000 SA 10x0 SA 0 2 • I � f (rYP) ( (YP) I m M0.02 2 M0.02 I I i 4 FCU _• FCU 4 1 S`�RED PROffssi I M0.02 1 I I 1 M0.02 1SD-75 M0 16 I Q,,� G I N F 16 175 CFM `�7-- S51125 = III II � G OF � F S� T. B P /2-Z$'f77 -CFM 16 t i6 200 CFM I 00 REVISIONS: - i? irn• � I QO CITY RENEW 12/14/07 75 IH III Dmm w: DATE: I CMY 8/07/06 ' CHECKED: JOB NO: STB 2006-02 Oro SHEET NUMBER: BUILDING 2222 FIRST FLOOR HVAC PLAN M2 10 horn T ENOINEMS,PA BLDG 2222 HVAC PLAN Bob,Mefw 69JDM1 KEY NOTES: "" 9 g �O M O O SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. .�'00 09 q a V N N - O ROUTE DUCTWORK WITHIN CRAWL SPACE REFER TO ARCHITECTURAL DRAWINGS. N N O3 GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR CONDENSING UNIT PLACEMENT. OROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS, COORDINATE ROUTING WITH FRAMING IN THE FIELD. O MECHANICAL CONTRACTOR SHALL ROUTE(2)6'x6"SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS, TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. O MECHANICAL CONTRACTOR SHALL ROUTE 4"0 B-VENT FLUE FROM WATER HEATER UP THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED PENETRATION AT FLOOR/CEILING ASSEMBLY. O7 NOT USED O ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0" MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP 01 JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE BARRIER. REFER TO ARCHITECTURAL DETAIL C O ROUTE DRYER VENT WITH JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN d INSTRUCTIONS. 10 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8"NEOPRENE RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX E CONNECTORS TO BE RATED FOR USE yd 8,1 ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL $ 12 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING LI n $ GLASS DOORS. 13 Y Q z 0 LA I- (Dw J J Q i3 CU 3 CU LL EF Q Z_ 4 3'-0'MIN 4 it .4 SD-1 8"0 o LLI SD-1 8"0 9 �(I1 M 150 CFM '° W = W i ii 8 0 m it II u „ 6 viI � Y LL' J I ---- -- 0 O ------ , � 6 i � I 100 cFIJ O -� 2 LLLL 3 I Q 10x40: . 1' 10 SA i 2 6 � P) MO.02 i. FCU Q \S.SA,HED PRa,,, i CFM 175 i M0.02 12 i ��G I NEF aye i s , a i 5112 s i � F 'rF of SOP Q I t , GENT S� ' SD-1 8"4 12 i _ 200 CFM r----- t - t REVISIONS: pACITY REVIEW 12/14/07 r � ' ! DMWN Sr. DATE: CMY 8/07/06 CHECKED: JOB NO: STB 2006�02 SHEET NUMBER: BUILDING 2222 FIRST FLOOR ADA HVAC PLAN (® M2, 10. 1 1 SCALE 1 4 -1-0 e l k h o r n SHEET TITLE: ENOINEER8.P.A. BLDG 2222 HVAC PLAN �10"06 m lzael aetwca Ba�w la.lw earos ?06TTA006xbdr.dwg - SD-2 8"0 25_CFM KEY NOTES: o O �t N V1 �r I i Ot ROUTE DUCTWORK IN ATTIC SPACE. I g•® ® � i o•9 0 � � O2 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. ' GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR N N CONDENSING UNIT PLACEMENT. m P. k+ _ SD0- �° FCU 3 f ' 4O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S Oa i 15O CFM_ 1 MO.02 i RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. --- .- o Ot COORDINATE ROUTING WITH FRAMING IN THE FIELD. I. 4"0 VENT 10 4"0 GE O MECHANICAL CONTRACTOR SHALL ROUTE(2)ENE"SHEET METAL COMBUSTION AIR O 10 ' DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR 8 0 r,---- m -qEF I DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO Y�-- 0 0 125 CFM III BACK DRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS 18.10 SA I I n ° THAN 32.5 SQ.IN. MOM WATER HEATER UP 18 - '�' O THROUGH ROOF T TERMINTRACTOR NATION ROUTE CAP ON"BACKSDE OF FLUE OOF. PROVIDE FIRE RATED 11 J n LZ71- 8"o PENETRATION AT FLOOR/CEILING ASSEMBLY. O -- --:--J 0 D MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 SQ.IN..)COMBUSTION AIR 8"0— -_--- = i - ==-�"-�!" .• DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) Li 4"0 GE �-, 6 SD-2 6"0 4 ��1 i��- AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1-MO.02. O 1 10 epM-1 25 CFM t 4"0 VENT 10 1 (,G,,�..,,,L E OB ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0° C EFEf�n OE MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP C �-j L.•- E 10 JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE C --I EF -----T _ it BARRIER. REFER TO ARCHITECTURAL DETAIL I a 9' s ei �.� SD-2 -_� f �..---==? Q, O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL 7 8°0 25 CFM 100 CFM c -� {L._ �}{`-- INSTRUCTIONS. YRYER V�TERMINATION INSTALLED PER MANUFACTURERS WRITTEN 8"0 -�_ .._..� �____ - i .-__--J--n e r I I 10 ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP. 71 VERIFY AND MAINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. TYPICAL FOR All UNITS. SEE 2/MO.02 FOR ADDITIONAL COMBUSTION REQUIREMENTS. L ••� �� /{ �I �� 1� LOCATE��/CELING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING {J ��O T 1V I jL..l' REFER TO TYPICAL UNIT R� PLANS AT RIGHT FOR 13 ROUTE 4°0 DRYER VENT UP THRU ROOF AND TERMINATE WITH RESIDENTIAL STYLE �]L a� 6 WORK AT THESE AREAS DRYER VENT.TERMINATION INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. 2� o $ FCU 7 - t4 NOT USED. Q c Mo.02 1 CIL 15 NOT USED. ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL 8"0 8"0 D 2 8"0 12 LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL 1 17SD-2 C FM 1 CFM 8'0 OO - t7 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION � •�-._. WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY -�^ CLOSET. ` • i 18 CONNECT TO RANGE HOOD(BY OTHERS). SD-2 8"0 12 7 I 8"0 2 L 2 SD-2 8'0 175 CFM - O I oo 2 BUILDING 2332 SECOND FLOOR HVAC PLAN w C3 SCALE: 1 4 11-0 z 3 J Lu cn CD CU �1 EF 1 I- 6 3'-0"MIN 4 ® 3'-0°MIN > LV //••�� z LL t cu 'u Fli a"0 4 3 3 125 CFM ; 125 CFM , Z2 ` B 8 2 i i i EF I i i i iI c 4 r t__11�JI m W SD I 4.. I�+ f M0.02 1 '° I j Lu 75 78 �— 2 � � 2p CFM•0 I SO_j .0 77 150 CFM I��(-__ L----40�'10"SA I 1o"xi 0"SA J Ii{ 1 t m Lj Q +G` too cFIn =-• 0 ZD CFM" EF F 2 100 CFM Sys"8"0 2 -- IF - 25 CFM T. i - 100SA — '10x10 SA 100 CFM D PROP 1 6 2 2 6 �OLNPF off( REFER TO TYPICAL UNIT ' M0.02 PLANS AT LEFT FOR N o WORK AT THESE AREASsfOF oe e 4 Fcu `fN T. BPS 12 SD-1 8"0 MO.02 1 ' 12 SD-1 8"0 -0/ 175 CFM 100 CFM 12 200 CFM =1L REVISIONS: QO CRY REVIEW 12/14/07 12 00 CFM t i DSAWN BY. DATE: ' CMY 8/07/06 CHECKED: JOB NO: STB 2006.02 (ro SHEET NUMBER M2. 11 elkho■ n SHEET TITLE: iI ENaNEERB,PA BLDG 2332 1 BUILDING 2332 FIRST FLOOR HVAC PLAN E.E �ft"t� HVAC PLAN w..� SCALE: 1 4 = 1-0 �f 06TL4008xbdr.dwg i � 1 epQ{ KEY NOTES: M O SEE 2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. rn c t, SD-2 80 SD-2 8'f , N 1 � � O ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. '" N N a " 50 GEM 150 CFM - �+ w _... 150 GEM .ter 150 CFM O GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR p CONDENSING UNIT PLACEMENT. R1 ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. 8"0 'f 8"aI ii 8"p I COORDINATE ROUTING WITH FRAMING IN THE FIELD. MECHANICAL CONTRACTOR SHALL ROUTE(2)6'x6°SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR'TUNNEL'CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO 'pp .f yy I BACKDRAFT RAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. ..� O MECHANICAL CONTRACTOR SHALL ROUTE 4"0 8-VENT FLUE FROM WATER HEATER UP THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED PENETRATION AT FLOOR/CEILING ASSEMBLY. 25 CFM• 4"�0 10 25 25 CFM" J fi t O7 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 SQ.IN..)COMBUSTION AIR {� 4"f VENT 10 1 >< 10 4 f VENT DUCTS FROM 6"MIN,ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) _�_.. _ _�_ q -----. AT CEILING,EMEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1/MO.02. lD 6" x e e �-rj- `�i © ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0" c ..__..,�. �._.,,...._._. x 6"f � ---�._._.. " _ _ MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP �Io ' ® JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE AV 8.f BARRIER. REFER TO ARCHTECTURAL DETAIL d ;.. ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN I. " , _-=.-� .— =_ ?., ..,_. ._..-.. 1 INSTRUCTIONS. 100 CFM r 1 ""'—' (,+'�`�} _ h_C--1 100.,G JI 70 ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP. i 8x70 SA I I 13," _ �l ��ki -�J ,.I I I i8x10 SA + -' I I 1 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1 8"NEOPRENE O RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX L., _/ a U I ( \.,poi. a CONNECTORS TO BE RATED FOR USE. j g g - `a 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6'x6'COMBUSTION AIR OPENINGS WITH != }�7? FLOOR.BUG SCREEN ON EXTERIOR WALL LOCATE(1)AT CEILING,(1)WITHIN 12'OF F�-7 C� L f ----- o ---------- 13 ROUTE 4"DRYER VENT UP THROUGH ROOF.TERMINATE WITH RESIDENTIAL DRYER VENT Q 1 _ ROOF CAP. { `,� iq ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL 18 SD-2 8'f 8"0 ( ¢' 8"0 SD-2 8"f i6 LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL. 1 175 CFM y 775 CFM I 1 15 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION �.:,,..�:.,�•.. _____- ..._._ _. _, WITH PTLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIREWATER SERVICE ENTRY CLOS LOCATE POOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING GLASS B'f .... 1i. .`...... _--� e"o 5 CFM 1 200 CFM 17 M 1 O BUILDING 2F222F SECOND FLOOD IAVAC PLAN ( � I— SCALE: 1/4 = 1-0uj eo eo oe oe I � - .a - _j I i '� j LL MIN Y Z_ �LL]II SD I _. _ /n 1 4 SD-1 M 'tti Q I 130�FF� (( :5 v 8 �LLrA $D-1 8"0 9 L� SIT 150 CFMI" 150 CFM J ,�- wl� ui � LL { 5 8 s I O P(I REFER TO TYPICAL UNIT o MW �_ i PLANS-AT_RIGHT FOR ,__ W C. a WORK ON-TRIS-SIDE OF , cc ;,. BUILDING .. G v UJ q- I I0 0y co 1 f 12 r +' - IOxIO SA f! ,ry 10x10 S0. u = 10x10SA `' 0 O IIII _ I I. I,— — — i 6 2 ) 1 O 6 is 8i i 1: MO.02 '2 ..a - 2 MO.02 16 - r '' M0.02 I e MOA2 1�rBP 175 F 16 kal 5112 a {+ 16 _ —_1 2001CFM0 16 ____ PH i. BPS � I 1 i 15 ( REVISIONS: 1 I QO CITY REVIEW 12/14/07 FIR I _I 1 Room DRAWN BY: DATE: CMY 8/07/06 CHECKED: JOB NO: STB 2006-02 SHEET NUMBER: ,,,1,IIII BUILDING 2F222F FIRS7 FLOOR FCVAC PLAN �0 M2. 12 SCALE: 1 4 =—1-0 o) SHEET TITLE: N ENCM MP^P.A. I! W BLDG 2F222F HVAC PLAN �i 1°6 I�Isoa.ee-amw i —�_ KEY MOTES: $ v I 1 ROUTE DUCTWORK IN ATTIC SPACE. a y ri rli• '�1L411�"0 B"0 1 O ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. o 0 � N N GENER ENSING UNT IT POR LACEM�ENTPROVIDE CONCRETE HOUSEKEEPING PAD FOR $ o: k. SD-2 8"0 O COND SO CFM ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S -•---•••--• " --- _..^_,_-- - '" - ------•� -----'••-1`-"'"-""""" _ RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. 5 MECHANICAL CONTRACTOR SHALL ROUTE(2)6"x6"SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. EF -- O MECHANICAL CONTRACTOR SHALL ROUTE 4"0 B-VENT FLUE FROM WATER HEATER UP THROUGH ROOF TO TERMINATION CAP BACKSIDE OF ROOF. PROVIDE FIRE RATED PENETRATION AT FLOOR/CEILING ASSEMBLY. MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 SQ.IN..)COMBUSTION AIR r / I - 4"0 GEDUCTS FROM 6"MIN,ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) 25 CFM 10 AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF FLOOR. SEE DETAIL 1-M0.02. QI 1I111 10 4°0 GE ROUTE EXHAUST DUCT" 4"0 VENT 10 IN -" C "'J ...__ PIi -_- EF �" -Y -,f-"!" •' O MINIMUM SEPARATION FROM IWINDOW OPENING. GENERALO RACTORN JOIST SPACE TO WALL VENT CAP. ASFIALL WRAP C y ° ^.I ! JOISTS WITH FIRE RATING WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE 10 6°® 1 _�,J J-._../ \� BARRIER. REFER TO ARCHITECTURAL DETAIL d x, 10 x12 SA I 1 8'0 .�,�(' """"- v ^-� ,%�9�� �' O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL -„\ ' ,�a 7 "-fff' _ _.-�, gg �f ._..._ STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN - - i--- '-' -'z�'�•� I J y INSTRUCTIONS. ROUTE 4°0 BE UP THROUGH ROOF WITH ROOF CAP. 18x1 -._._•_..___..._,- --, 100 CFM r,,.,,,,,e„"`1 . I { — 11 EXPOSED DRYER BOOSRF FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8"NEOPRENE L. bj f iI I I )) .�,�, �I �,� {(-'�_(� RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX �J U JI. _.� x I I �I ]A ��-...,—r-•'•`_-� � � -r CONNECTORS TO BE RATED FOR USE. - "~ - O 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6"z6"COMBUSTION AIR OPENINGS WITH _ �...........::.._.. 'D'V� it _ J I BUG SCREEN ON EXTERIOR WALL. LOCATE(1)AT CEILING,(1)WITHIN 12"OF _-- -- -T''_'--•�� 6 o ;' FLOOR. U 0 2y 13 NOT USED Q x �~ ❑ M0.02 NOT USED -• li 15 NOT USED SD-2 r- 8"0 1 i6 ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL "- "— ------- I LOWER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL SD-2 8"0' 1' 175 CFM 175 CFId PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION ..�,_ ._.__„�__ '^-•^^••'•^ ---- WITH PLUMBING DRAWINGS. UNIT 0 BE LOCATED IN FIRE/WATER SERVICE ENTRY -'-- - '-"'--"-`- -'"'--" CLOSET VERIFY LOCATION ON EACH BUILDING L T SHOWN HERE FOR CLARITY ONLY, TERMINATE ON EXTERIOR WALL. - - - - -__ 8"0 19 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING G__ --�-•--. ._ LASS DOORS. -.___ VERIFY AND MAINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. _- TYPICAL FOR ALL UNITS.SEE 2/MO.02 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. SD-� 175 CFM �--! O BUILDING 4224 SECOND FLOOR HVAC PLAN uj I- SCALE: , 4 =—1-0 J LLLL 1 8 8 f 4 16 EF 'U 3 CU 3 Z T w D 7:8 �vu uM !.� EF 16 }} SD-1 8"0 w _- 150 CFM !� I W co NT UJ m o a v IFF I_ of 17 UH 1— -'ram 0. --,_._.. �) EF III 1 � cc 6 _ � -,,,...__._._..... 18x10 SA �..: Oz10 SA i 1 0 CIF LL 12 L _J J I C. I LL 20 I rr i4 J 10x10'SA �,, 10x10 SA ^� 4 FCU O M0.2 2 _ vi 6 2 2 MO.02 II 4 FCU --„� i� Stir,,FF,D PROPt,, I 19 SD-1 8"0 MO.02 1 ' ,ysxO\��p 175 CFM I , G7OF 19 SD-1 8"0 S II, SD-t 8'0 � f2-Zd-07 Qp CITY REVIEW 12/14/07 DRAWN BY: DATE: CMY 8/07I06 CHECKED: JOB NO: 51B 2006-02 nSHEET NUMBER: ._/11fII BUILDING 4224 FIRST FLOOR HVAC PLAN M2. 13 u SCALE 1 4 =—1-0 SHEET TITLE: ENUN`r=R18,PA BLDG 4224 HVAC PLAN Ba..xW,o erw m caoe)aecaaw KEY NOTES: goo a p 8" 1 8• I , Oi ROUTE DUCTWORK IN ATTIC SPACE. & N $�?Ay�MN1,lV, 0 3 0 SD-2 8`0 SD-2 8'0 I U2 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. 150 CFM 150 CFM _ I �•,- _,___. _... 150 CFM ,_ u „_,i,� _ O GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR '-" N N k. II !� 1 o O4ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S I"0 8° 8"¢ I COORDINATEAROUTING WITH FRAMING IN�THE FIELD.UP INTO SECONDOOR T SPACE TO FAN COIL UNITS. i j O MECHANICAL CONTRACTOR SHALL ROUTE(2)6"x6-SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR"TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO is=•- I r BACKDRAFT FLAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS THAN 32.5 SQ.IN.. MECHANICAL CONTRACTOR SHALL ROUTE 4"4 B-VENT FLUE FROM WATER HEATER UP I I THROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF.ROOF. PROVIDE FIRE RATED ( _ Ji I PENETRATION AT FLOOR CEILING ASSEMBLY. q 1 25 CFM 10 10 25 CFM 9 - -.. � 10 4'0 VENT ° O MECHANICAL CONTRACTOR SHALL PROVIDE(2)4°(12.5 SO.IN..)COMBUSTION AIR 4•®�M 10 DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) r— 4"0 GE pI EF EF t~'j t� ___� AT CEILING,E1(TEND(1)DOWN TO WITHIN 12`OF FLOOR. SEE DETAIL 1-M0.02. _ - /� t0, 6• \ �1 U — ' ----- .. ' '"..L_ 8O WI TOW VENT CAP MN AIN 3, 0. Ol " 8" ROUTE IXHAUST DUCT THIN JOIST SPACE ALL Nf - C N{ / II O �! / + MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP 10"x10 SA JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE — _ � __ ._�._----_ .-- 7 ` 7 REFER TO I U BARRIER. REFER TO ARC ECTURAL DETAIL PLANS AT RIGHT FOR E I d 10°x10"SA " l� I WORK ON THIS SIDE OF I O9 ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PROVIDE RESIDENTIAL IX �' t' ~~�" 20 LDING ..YY77 STYLE DRYER VENT TERMINATION INSTALLED PER MANUFACTURERS WRITTEN I I UI- INSTRUCTIONS. 100 CFM 20 r f" 8 1.L1. I IO_,. I Da I It o o i 1O0 ROUTE 4"®GE UP THROUGH ROOF WITH ROOF CAP. ✓ o c� 18x10 SA _ .. I 1& SA 1 a� 7 ! � L 1� _max I I -- .•1 li f I 1 Al_lL._ lL 'i` C f/ / { - _ _ _ --"j-^" 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8 °NEOPRENE --- ar"�--... - --•-- RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX N CT 6"0 I IT - -- CONNECTORS TO BE RATED FOR USE. T 6 L ( 6 12 MECHANICAL COn RAC`1ORR SHALL PROVDE(2)G'.G"COMBUSTION AIR OPENINGS WITH WALL 3 FCU \ FCU 3 BUG SCREEN ON EXTERIOR WA LOCATE(1)AT CEILING,(1)WITHIN 12.OF i MO.02 FLOOR. L g -..�.._... I _— ____- _ - �` •,„ I 13 NOT USED �QD NOT USED -2 8"0 8"0 I O1 I Oi 8"m 175 CFM SD-2 8"0 75 M O NOT USED 1 CF ROUGH-IN FOR-: FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL I I!,.._„ " ,-- L� ��•� -_ .... - _ _ -a-;:F: _ _.__........... ...._. _ _ ...,._.___ LOWER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL _. C UNIT ER FLUSH DINATE IT— _ Y � 17 PROVIDE WITH PLUMBING(DRAWINGS. TUNIT TO BWITH LOCATED IN FlRE/WATERRSERVICELOECNA�ON _ �~ p CLOSET. VERIFY LOCATION ON EACH BUILDING. 8'0 I 8"0 I 18 SHOWN HERE FOR CLARITY ONLY, TERMINATE ON EXTERIOR WALL LOCATE FLOOR/CEILING REGISTER IN FROM OF NON-MOVABLE SECTION Of SLIDING GLASS DOO S. SD-2 8.0 I - SD-2 8"0 -�-s 20 VERIFY ANDRMAINTAIN MINIMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. 9 200 CFM I 200 CFM 1 TYPICAL FOR ALL UNITS.SEE 2/MO.02 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. I ICI I � O t U BUILDING 322223 SECOND FLOOD HVAC PLAN uj I— SCALE:1 4 =—1-0 Z � uj is eel+ {' I J } LF 16 1U 3 1U 3 16 EF I 3 1U 3 1U I— Q _. . 4 V- 2601cFM 5 EF 16 3'-0°MIN I 'Z 7 1 uj 2U 3 I SOM _.-.._ '' 4 ( 4 - 4 SD 8 _ 9 S150 CFM I 1 M I g I EF < ' REFER TO TYPICAL UNIT m I " p PLANS AT RIGHT FOR 9� WORK ON THIS SIDE OF ��-� `� I I ._:: , 25.CFM" .-.y Ao •r ao < I Y 'I • I BUILDING r .—r II , �, 1zscM (D I uj 11 1 ......_ .—.._ 17 UH '._Ef- --I -`EF- .- I } �''j _ . ,_ M. r --- co All JIL 8 18%10 SA y 110x10 SA i DBF DBF �-'- �e��rr� .___ _`3•s I SD-5 6"0 1 1 D_ II 12 � �J i -I 2 100 CFM SD- 100 8"0 - CFM 2 I I t M,2 i A5 — .u... _..- ,. , U— Eli LL 2,CFM 20 10x10 SA xOx70 SA D sA 1ox10 sA jF[m •20 D B0 6 2 2 2 Mo.02 Mo.02 _ I M 19 SD-1 8"0 I 4 FCU 175 CFM M0.02 1 I 1 M0.02 - � ,� I 175CM D NF�1f/oyi 5112 0 Oi x SSA 9"0 , N T. B P 00 CFM L I 200 CF 19 _ �vt8-o7 REVISIONS: - _ - QO CITY REVIEW 12/14/07 � I I I 1 1 DRAWN BY. DATE: CMY 8/07106 CHECST3 JOB ND: STB 2006-02 SHEETNUMBER: BUILDING 322223 FIRST FLOOR HVAC PLAN s M2. 14 $GALE•1 4 1 O C © u �i SHEETTITLE: EN01NEERS,PA Y BLDG 322223 HVAC PLAN e,x.ren ro taoe>xe-aca B,r..ww mw T 07EADC-_xbdrdr9 SD-2 8"O E 25 125 GF61 KEY NOTES: Y N h s , CFM rn o III O1ROUTE DUCTWORK IN ATTIC SPACE 00 0 I� O2 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. tx A SD-2 8"0 - it 8°0 8'0 !!i vi o 0 150 CFM �{ i i) Ii O GENERAL CONTRACTOR SHALL PROWDE CONCRETE HOUSEKEEPING PAD FOR mF N N „_... 9 1 1 CONDENSING UNR PLACEMENT. A 1 1 i I! E i i O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S E RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. 8' 8"0 �' _ SD_ 150 CFM COORDINATE ROUTING WITH FRAMING IN THE FIELD.- ...__._ I O ALL FREE AREA OF CAP OUTLET SHALL NOT BE (MECHANICAL CONTRACTOR SHALL ROUTE x6'SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR'FUNNEL`CONSTRUCTION. REFER TO ARCHITECTURAL FOR 4"4 VENT 10 � 4'A� DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO , 10 E BACKDRAFT FLAPPER OWED). LESS 8"0 E I 8"0 __.. r--'1 ____ - _..._..1 !`F`� ,..__ _____ __._� THAN 32.5 SQ.IN.. / CHANT CONTRACTOR SHALL ROUTE 4'0 B- UP (, 0 _ 18x10 SA E CAL ON LL R '" "' LIFI I I O TIHROUGH ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF.DMPROVIDE E RATED L 6_ __ _ r .. I - PENETRATION AT FLOOR/CEILING ASSEMBLY. 20 j 'E O7 MECHANICAL CONTRACTOR SHALL PRCWDE(2)4°(12.5 SQ.IN-)COMBUSTION AIR {ff// ----------'-- ? �`� 1 i f DUCTS FROM 6"MIN.ABOVE A1TIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) AT CEILING,EXTENDOWN TO WITHIN 12 OF FLOOR. SEE DETAIL 0.02. •`:. =5P.6=- II N OD ° 1/M rffFI 25 C7 } N " 4"0 GE T 6 SD-2 6"0 �i1 P( O8 ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN 3'-0' C II 25 CFM 8°0 ��f'i �t _ } MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP 1 10 25 CFM ) \4'0 VENT 10O I1 ( "` )�" 1 °) JOISTS WffH FlRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FlRE C O .__._ o __.�.._.....__..._ I 4�EBARRIER. REFER TO ARCHITECTURAL DETAIL. _. - - {u I EF "; 1 i 1l. -__-. t'-�..___._...�._.. Og ROUTE DRYER VENT WITHIN JOIST SPACE TO WALL VENT CAP. PRO}NDE RESIDENTIAL O1 ���Iu .i ... 6•® � . _.�Te '�"""� STYLE DRYER VENT TERMINATION INSTAUFD PER MANUFACTURERS WRITTEN i INSTRUCTIONS. ..._ - 100 CFM f �10"x10`SA �l�8"0 '"� 8 0 � � ROUTE 4 0 GE UP THROUGH ROOF WITH ROOF CAP. I j Vv - 11 EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8"NEOPRENE I i E1 Tµ__T_� RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX 0 CONNECTORS TO BE RATED FOR USE. 3 --"-"-' {ii j r�-- I I 10 t j SD-2 8'0"'� ( ,2 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6'x6°COMBUSTION AIR OPENINGS WITH - 18x10.SA _ v: :1 10Q-CFM E BUG SCREEN ON EXTERIOR WALL. LOCATE(1)AT CEILING,(1)WITHIN 12"OF ++ Jy i .._.� _.._, FLOOR. ®� ^� bT�" L_ J 60 .�. ---i REFER TO TYPICAL UNff g� O NOT USED Y1 �-;- - 6 1 ° PLANS AT RIGHT FOR 13 FCU WORK AT THESE AREAS 14 NOT USED g �.,.,.... _.�..,� 'Z 15 NOT USED ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL L8.0 e 0 CFM 17 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL.COORDINATE LOCATION SD-2 8"0 wu+. WITH PLUMBING DRAWINGS. UNIT TO BE LOCATED IN FIRE/WATER SERVICE ENTRY _ O 175 CFM ! E 50 _ CLOSET. SHOWN HERE FOR CLARITY ONLY, TERMINATE ON EXTERIOR WALL v.. 1 19 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MGVABLE SECTION OF SLIDING GLASS DOORS. OQ-CFM E 0 VERIFY AND MAINTAIN MI�IMUM CLEARANCE REQUIREMENTS FOR WATER HEATERS. TYPICAL FOR ALL UNffS.SEE 2/MO.02 FOR ADDMONAL COMBUSTION AIR REQIIREMENTS. SD-2 8"0 11 200 CFM BUILDING 323323 SECOND FLOOR HVAC PLAN ' ui SCALE:3 16 =1-0 3 3 W ♦� CU CU I vJ EF 16 1 1 J 3'-0"MIN 4 3'-0"MIN ! i O O LL CU CU - �� 6 S- 8" t fi ii F { EF 3 3 EF 125 CFM 4 i Es 4 125 C M ! II 18 8 _ n_ 4 16 1 1 16 4 E I! -: 2 !'j I �I 8 2 S� Ij E , 9 s' II i i v SD-1 M _ _ iI 5 i 1 i a 250 CFM � ..`— _-I-- �' �I7Il i� i k i i t 8 1 _j J W o E ,,�---- , cn 4 T r ___ _. rn CU < _.__.... _._I— �..... I� m 4 FCU m 8 3 I + SD-1 8"0 + 4 !> M0.02 1 °° 1 0 CFM i 2 l 6 SD-2 6"0 ` 25 CFM 2 S_150 CFM 8 10"00° 10"10"SA _. x Ecouj r 1 - 4'0 VENT i - a m FM ?< r m r 100 Cam_-._..._ 1; 125 C O T s��` /i.. 5i9 � 17 UH � E).� f 7 2 • 'w _` EF -- � � -'�) _..._.., : SD- EF 1 1 r __..a__.,.. - 1 __._ _." 25 CFM 1 LL _..__ 6 18.10 SA i (10x10 S4 „ ,DBE. 11 --� j1 __ P Ir---.� LL S- 2 .0 1 L 2 12 L_ _ _J i 1 DO CFM ' S- .t I ;; 3 8 _ 25 FM�� m I� - 20 G i€ 1000,.5A -- 1000 SA. r,100 CFM 4 VFCU 20 T' --- M0.02 E M0.02 2 2 Vi 6 L 1 { 2 � 2 I�. REFER TO TYPICAL UNR StV'pED PROFESS t M0.02 PLANS AT LEFT FOR �� G I -- � 1 WORK AT THESE AREAS �4,� T r ---------- N �,5112 r° FCU � j I � 'rf OF 0o m 19 S1D-I CFM M0.02 1 19 S00 CFMO ' T. BP�'� 12-Z8-07 SD-1 19 N CFM 1 8'6 ACHY REV] 12/14/07 DRAWN BY: DATE: CMY 8/07/06 CHECKED: JOB N0: i� �� STB 2006-02 n SHEET BUILDING 323323 FIRST FLOOR HVAC PLAN (�r�, M2.M15 SCALE:3 16 = 1-0 e f C.,� �h o m SHEET nnE: ENOBVEERB,PA BLDG 323323 HVAC PLAN KEY NOTES: o o § s O ROUTE DUCTWORK ABOVE CEILING WITHIN ROOF JOISTS. COORDINATE WITH FRAMING 00 '^ o o a o IN THE FIELD. rn 00 00 O2 ACCESS DOOR IN CEILING BY GENERAL CONTRACTOR, N N O GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR a CONDENSING UNIT PLACEMENT. O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,INTO CRAWL SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. O MECHANICAL CONTRACTOR SHALL ROUTE(2)4.0 PVC COMBUSTION AIR DUCTS FROM SEALED COMBUSTION WATER HEATER UP THROUGH ROOF.TERMINATE ON BACKSIDE OF ROOF.ONE®6"AFF&ONE 0 6"BELOW FINISH CEILING. O ROUTE(2)3"PVC INTAKE/VENT PIPING FROM FURNACE UNIT UP THROUGH ROOF. SEE DETAIL M/0.02 O ROUTE 4'0 GE UP THROUGH ROOF WITH LOW PROFILE ROOF TERMINATION CAP(PAINT TO MATCH ROOF COLOR). O PROVIDE(2)TRANSFER GRILLES,TG-2,AT FLOOR BENEATH DRYERS.EXTEND SHEEP Li METAL COLLAR DOWN THROUGH INSULATION INTO CRAWLSPACE.INSTALL GRAVITY WEIGHTED BACKDRAFT DAMPER. O ROUTE DRYER VENT TO WALL VENT CAP. c 10 ROUTE 8"O GE UP THROUGH ROOF WITH LOW PROFILE ROOF TERMINATION CAP(PAINT TO MATCH ROOF COLOR). d 11 PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT.PROVIDE WITH LOCKING COVER. U 12 MOUNT FURNACE ON FLOOR WITH OVERHEAD SUPPLY AND RETURN DUCTWORK. \j 13 CONNECT OSA DUCT TO RETURN AIR DUCTWORK.SET OSA DAMPER TO DELIVER 300 CFM.INSULATE TO UNIT WITH 1"BATT INSULATION. 14 PROVIDE FLEX CONNECTION BETWEEN DUCT MAINS AND FAN COIL O15 PROVIDE FIRE DAMPER ASSEMBLY WITH ACCESS PANEL AT WALL OR CEILING, WHEREVER FIRE RATING OCCURS. �tc!� 16 PROVIDE 16"x8"OSA PENETRATION THROUGH SOFFIT WITH GRILLE AND BUG SCREEN. ©Q� 3 17 ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL k' LOWER. COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL. 18 ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. 19 MECHANICAL CONTRACTOR SHALL ROUTE 4"0 FLUE FROM WATER HEATER UP THROUGH _ ROOF TO TERMINATION CAP ON BACKSIDE OF ROOF. 20 MECHANICAL CONTRACTOR SHALL PROVIDE(2)4"(12.5 S0.IN..)COMBUSTION AIR DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE TERMINATE(1) AT CEILING,EXTEND(1)DOWN TO WITHIN 12.OF FLOOR. ` 21 TERMINATE DRYER VENT THROUGH ROOF WITH ROOF CAP. Y6P O RETURN AIR GRILLE/ACCESS PANEL TO TERMINATE AT WALL. 23 FIRE DAMPER 0 EXHAUST FAN.PROVIDE WITH EXHAUST FAN OR BUILD INTO ASSEMBLY. . 24 SWITCHED WITH LIGHTS. (...._..._--p-----.�.....—..._._.--._.—. — --_..—..._.—._-----. �...._.._.—......_..—_.—._—..—.... --------------------._�..-- �� I U I I if; iJ� p 275 CFM .._ I ) 275 CFMui II I '^ �8 0 SA 8.0 I it 150 CFM" i ( 150 CFM 1 ? i OO' T�4•x10" " 8"0 SA I I t 18 L qn-1 R 200 CFM i 150 CFM p i 8"0 i 8°0 SA 350 CFM" 8"0 ' I 1 ui U) cJ I 2 Tc 1 :D LU o co I 14 x10" i; 150 CFM LJJ i19 - 10 10 �_. 1J _---------- 80 7 ! -�- I EF co 21 i 8 0 GE O °0 GE 22 , 1 1 - i3 I I�-1I 1p <� t .). 150'.CFM-'jE EF , a < I _ I EFLL � 3� 2 u�l} 8,0� G i u� 8 0 SA i 50 CFM 19 i j 4 1 FCU,... f j o { i M0.02 2 .- SD-5.B"0 1 8"0 GE I(_,", _ ._. N 50 CFM rl i I 15 _ 50 CFM I 7 - u U �_. o`-.---a _ _. (TYP 2). __ _. i ry F 1400 C 20"x14 SA EF 24 G t - ; 20 i ) SD-3 8"0 u..: . ym 3 �) I T'. 200 CFM �) �.E i I 2 EF I Tr_2 TG-2 I_I x6 8 14 x6 �i EF 1d 12 1 � 8"0 SA S1ED P��FSf�� M0.02 �8.0 I a.�'�Z,Gt'- f�. I 4 I �i it ,�,r o" Q 9 4 4F 17 13 16 150 CFM ' ( 150 CFM fp T. OAS 3 3 2 3 I + L-————————————————————— — ----..----------------I REVISIONS: EF 17 - QO CITY REVIEW 12/14/07 4 DSAWN BY: DATE: CMY 8/07/06 CHECKED: JOB NO: STB 2006-02 CO6l MUMTY BUILDING �0VAC FLOOR FLAW /�N ���� �a�^� M2. 16 SHEETNUMB1Efl:6 NORTH 11 SCALE: 1 4 = 1-0 �`-� !! ll -'!1 IJ L�' �-Tff I V ENKYN=EF"w:,PA COMMUNITY BLDG K (a xDe> oeaa HVAC PLAN ar.ae m D!OB)ocsow.J m..,wrn earos I I I i SD-2 8'0 SD-2 8"0 M O - 150 CFM 150 CFM - KEY NOTES: 150CFM -_ , 750 CFM i m._ �. SEE.2/MO.2 FOR ADDITIONAL COMBUSTION AIR REQUIREMENTS. s ROUTE DUCTWORK WITHIN CRAWL SPACE. REFER TO ARCHITECTURAL DRAWINGS. 8 0 E I"o 8 8 m GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PAD FOR 90 # I CONDENSING UNIT PLACEMENT. II O ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S f( .RECOMMENDATIONS,UP INTO SECOND FLOOR JOIST SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. Li MECHANICAL CONTRACTOR SHALL ROUTE(2)6z6'SHEET METAL COMBUSTION AIR DUCTS WITHIN FLOOR'TUNNEL"CONSTRUCTION. REFER TO ARCHITECTURAL FOR r _ DETAILS. TERMINATE ON EXTERIOR WALL WITH HOODED CAP AND BUG SCREEN(NO 4" GE :G5E BACKDRAFT FAPPER ALLOWED). FREE AREA OF CAP OUTLET SHALL NOT BE LESS 25CFM 25 CFM THAN 32.5 SQ.IN.. 4"0 VENT 10 10 4"0 VENT— . ... .:. ; .- --. __.. COO R ROUTE 4"0 B-VE M WA UP ,,. pA) MECHANICAL NTItACTO SHALL NT RUE FRO TER HEATERTHROUGH RO F TO TERMINATION CAP ON BACKSIDE OF ROOF. PROVIDE FIRE RATED 8" � 6"0 , h6'0 V.-.� PENETRATION AT FLOOR/CEILING ASSEMBLY. 7 MECHANICAL CONTRACTOR SHALL PROVIDE(z)4'(72.5 SQ.IN..)COMBUSTION AIR 0 '� \ '"� T' '�`'- � G" �` 8"0 l O DUCTS FROM 6"MIN.ABOVE ATTIC INSULATION DOWN TO APPLIANCE.TERMINATE(1) C 7 - j - 7 AT CEILING,EXTEND(1)DOWN TO WITHIN 12"OF BOOR. SEE DETAIL 1/MO.02. 'L r V� _ .� I ✓JJ 1I �8 ROUTE EXHAUST DUCT WITHIN JOIST SPACE TO WALL VENT CAP.MAINTAIN SHALL W W �Rl----�- r. . 1 J; MINIMUM SEPARATION FROM WINDOW OPENING. GENERAL CONTRACTOR SHALL WRAP 1p� _- I r-- ��� -�,_„ "f " JOISTS WITH FIRE RATING(WHERE APPLICABLE)TO AVOID DUCT PENETRATION OF FIRE d $ -L V �"� r--1 �t00.CFM j BARRIER. REFER TO ARCHITECTURAL DETAIL. 111 (�'���`1 r a I .-✓t { ( � ff rI l.._1) a f i8x1 11 ( �� 13 -'� I IIbIO SA ° --1ii I L 1 — `1' I IIROUTE DRYER VFNT WRHIN JOIST SPACE TO WALL VEPIT CAP. PROVDE RESIDENTIALSTYLE DRYER VENT TERMINATION NSTALLED PER MANUFACTURERS WRITTEN O v�� INSTRUCTIONS. 6ROUTE 4"0 GE UP THROUGH ROOF WITH ROOF CAP. 17-7 /FCO\ I /FcU\/ J ii EXPOSED DRYER BOOSTER FAN ON WALL ABOVE DRYER.MOUNT WITH 1/8'NEOPRENE C+(3() "� �' M0.02 I RUBBER ISOLATION AND FLEX CONNECTIONS IN ORDER TO MINIMIZE VIBRATION.FLEX 1' �i ) CONNECTORS TO BE RATED FOR USE. 12 MECHANICAL CONTRACTOR SHALL PROVIDE(2)6"x6"COMBUSTION AIR OPENINGS WITH gg gg L BUG SCREEN ON EXTERIOR WALL. LOCATE(1)AT COUNG,(1)WITHIN 12'OF 8"0 �Q© Y. 3 1 SD-2 8°0 _.-- I 8"0 SD-2 8"0 FLOOR. II 175 CFM . 175 CFM 6 13 ROUTE 4"DRYER VENT UP THROUGH ROOF.TERMINATE WITH RESIDENTIAL DRYER VENT ROOF CAP. ROUGH-IN FOR FUTURE MECHANICAL CRAWL SPACE VENTILATION FAN. PROVIDE WALL LOUVER.COORDINATE WITH ARCHITECTURAL DETAILS. VERIFY WITH ELECTRICAL. ----�_. 1 t! 8"0 J� I`�.,, 8"0 15 PROVIDE ELECTRIC UNIT HEATER FLUSH WITH INTERIOR WALL COORDINATE LOCATION CLOSET. LNG DRAWINGS: UNIT TO BE LOCATED IN FIRE/WATER SERVICE ENTRY 1 LOCATE FLOOR/CEILING REGISTER IN FRONT OF NON-MOVABLE SECTION OF SLIDING GLASS DOORS. SD-2 8"0 SO-2 8'0 175 CFM i 200 1 I 17 NO THE DUCTWORK E ABOVE CEILING WITHIN ROOF JOISTS. COORDINATE WITH FRAMING �. 18 ROUTE REFRIGERANT PIPING,FULLY INSULATED PER MANUFACTURER'S RECOMMENDATIONS,INTO CRAWL SPACE TO FAN COIL UNITS. COORDINATE ROUTING WITH FRAMING IN THE FIELD. 19 MECHANICAL CONTRACTOR SHALL ROUTE(2)4'0 PVC COMBUSTION AIR DUCTS FROM ���± SEALED COMBUSTION WATER HEATER UP THROUGH ROOF.TERMINATE ON BACKSIDE OF BUILDING CO /fAA SECOND FLOOR HVAC C PLAN N ROOF.ONE 0 6'AFF g ONE 0 6"BELOW FINISH CEILING. SCALE: 1/4 = 1'-O" �I 6VYiGL SECOND !® f'� 1 V F4A.i i� F�1�7 20 ROUTE(2)3-PVC INTAKE/VENT PIPING FROM FURNACE UNIT UP THROUGH ROOF. SEE DETAIL M/0.02 22 ROUTE 4"0 GE UP THROUGH ROOF WITH LOW PROFILE ROOF TERMINATION CAP(PAINT Q W TO MATCH ROOF COLOR). Q 23 ROUTE DRYER VENT TO WALL VENT CAP. I 24 PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT.PROVIDE WITH LOCKING COVER. < w C/ 25 MOUNT FURNACE ON FLOOR WITH OVERHEAD SUPPLY AND RETURN DUCTWORK. eO e O e O O e O e 26 CONNECT OSA DUCT TO RETURN AIR DUCTWORK.SET OSA DAMPER TO DELIVER 200 CFM.INSULATE TO UNIT WITH 1"BAIT INSULATION. 25 t4 /\ 2O7 PROVIDE FLIX CONNECTION BETWEEN DUCT MAINS AND FAN COIL 27 \\ \\�1 3'-0"MIN Ind ig � 14 O � O � PROVIDE 16 x8 OSA PENETRATION THROUGH SOFFIT WITH GRILLE AND BUG SCREEN. _ 200 CFM . ( RG-1, 12 x12 �1 ` ( i�:i"i JS SD 4 4 -�� 4 I 4 SD-1 8"0 1200 CFM 150 CFM 9bSA 200 CFM 150 CFM �,IN 150 CFM w. I 0 N 1-.__ 17 10"x10" a a a m e m fi °v 8 4 O - ;� E_' co 2 I 3 z2 2z 1EXC � u o 0a�'. G Q 0 200 CFM II SD-5 6"0 11 SD 5 8"0 i, 100 CFM 2 100 CFM SO-4 100 !t 12 25 CFM ( 12 w -_ rr Lh . � 300 CFM =� ! 10x10 SA : 10x10 SA 10x10 SA II�III 1Dx10 SA f T �4 (\...__... JJJI J a Mo.02 O 2 \.-...._ 2 /' (nP) Mo.02 17 - SD-1 8"0 '� _ M0.02 e ( _ " ?! - D PR SD- 0'0 16 175 CFM ✓ e O f", M0.02 175 CFM 16 ,f., �� EAG l NPS'Po 300 F - �..�.. �� OF xpQ' SD 1 8 0 18 200 CFM .- �I t 200 CFM 0 I REVISIONS: OACITY REVIEW 12/14/07 IlF�;, (�l IR�]Pzl"'F_7'm DMIN BY: DATE: ! CMY 07106 I CHECKED: JOB N0: STB 2006-02 BUILDING COM22 FIRST FLOOD HVAC PLAN 60 SHEET NUMBER: SCALE: 1 4 =1-0 _ Htchor� (`�'���G]' G'11�i SHEET TITLE: ENIG NEEFIS,PA HVAC COM22 BUILDING vJoo � g 00 00 C1 y LQ PLUMBING AND PIPING LEGEND PLUMBING DRAWINGS SYMBOL DESCRPTTON SYMBOL DESCRIPTION SYMBOL DESCRi=nON GENERAL NOTES: 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE JOB. ABSOLUTE ACCURACY OF CA COMPRESSED AIR DIRECTION OF FLOW DIAPHRAGM VALVE THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN --COD- CONDENSATE DRAIN - . REDUCER DOWNSPOUT NOZZLE MADE TO COORDINATE THE LOCATIONS OF EQUIPMENT&PIPING,IT IS THE RESPONSIBILITY OF THE c FDA CLEAR DRY AIR C PIPE DROP CONTRACTOR TO COORDINATE EXACT REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. ^u FLOOR DRAIN ROUND OR SQUARE CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING BID OR CO2 C CARBON DIOXIDE - G-�-- PIPE DROP FLOW METER FABRICATING AND INSTALLING WORK. ---------CWR CONDENSER WATER RETURN 0 PIPE RISE Q 2) THESE GENERAL NOTES APPLY TO ALL PLUMBING DRAWINGS IN THIS SET AND SHOULD BE a FLOW SWITCH TREATED AS IF THEY ARE REFERENCED TO THE ENTIRE SET. CWS CONDENSER WATER SUPPLY O PIPE RISE �HWR CHILLED WATER RETURN -c -- VENT THRU ROOF u FLOOR SINK 3) THE CONTRACTOR IS TO PROVIDE A FULLY OPERATIONAL WASTE AND VENT AND DOMESTIC WATER FLOW VALVE SYSTEM. THE CONTRACTOR IS TO INSTALL ALL OF THE PIPING,ACCESSORIES,AND FIXTURES PER i `G —CHWS CHILLED WATER SUPPLY �I WALL CLEAN-OUT THE LATEST ADOPTED VERSION OF THE UPC,IMC,IBC,NFPA,AND THE AHJ(AUTHORITY HAVING --CW DOMESTIC COLD WATER u FLOOR CLEAN-OUT JURISDICTION)GAS METER . NOTHING IN THESE PLANS IS TO BE INTERPRETED AS TO ALLOW THE CONTRACTOR —em CbJ GLOBE VALVE TO PROVIDE INSTALLATIONS THAT ARE NOT PER CODE OR THE AHJ. N --------- DEMO ITEMS- a) GRADE CLEAN-OUT /'� GW GREASE PIGF rep INUNE TEMPERATURE GAUGE 4) ALL DESIGN PRODUCT DATA IS FOR THE TIEM LISTED ONLY. SUBMITTAL DEVIATIONS WILL BE THE f ��ti�onec��.�-,c - _wl-- PLUG VALVE SOLE RESPONSIBILITY OF THE CO,N7"JwTIOR. RE1,"""BY THE ARCHITECT OR ENGINEER DOES NOT t 1 t1 tJL. � ti NE HELIUM --FT CHECK VALVE RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES FOR THE PRODUCT TO PERFORMOR m g 3 1 GR HOT GLYCOL RETURN �4-TV-�FD� DOUBLE CHECK ASSEMBLY A OUTSIDE STEM AND YOKE PHYSICALLY FIT FOR THE APPLICATION AS INDICATED IN THESE DRAWINGS. ALL COORDINATION FOR �_ b J� RECIRC PUMP THE NEW PRODUCT WITH THE OTHER TRADES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. —NOS— HOT GLYCOL SUPPLY RP ��— THIS INCLUDES,BUT IS NOT LIMITED TO;PHYSICAL DIMENSIONS,WEIGHTS,ELECTRICAL _ REDUCED PRESSURE CHARACTERISTICS,ETC. NO ADDITIONAL COSTS TO THE OWNER WILL BE ALLOWED DUE TO �4PC HIGH PRESSURE CONDENSATE y BACK FLOW ASSY. SUBSTIMONS. Q TEMPERATURE CONTROL VALVE „PS HIGH PRESSURE STEAM lxJ CONTROL VALVE T 5) THE CONTRACTOR FOR THIS WORK NEEDS TO PROVIDE ALL CONNECTIONS TO THE CIVIL WORK FOR HW DOMESTIC HOT WATER 11 PRESSURE REDUCING VALVE THERMO WELL ALL UTILITIES AND SERVICES SPECIFIED OR DRAWN IN THIS SET. HWC DOMESTIC HOT WATER RECIRCULATION PRESSURE REGULATOR 6) ALL PIPING INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED ON WARM SIDE OF INSULATION. — HWR HEATING WATER RETURN BALL VALVE(NORMALLY CLOSED) EXPANSION TANK 7) CONTRACTOR TO VERIFY ALL TERMINATION'S,TYPE AND LOCATION,WITH THE ARCHITECT\OWNER HWS— HEATING WATER SUPPLY YY N.C. --��+I-- BALL VALVE(NORMALLY OPEN) AND THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. IA INSTRUMENT AIR ROOF DRAIN 8) INFORMATION REGARDING THE SIZE AND LOCATION OF EXISTING UTILITIES IS BASED ON OUR IDW INDIRECT WASTE GATE VALVE UNDERSTANDING OF THE EXISTING SYSTEMS, THERE ARE NO AS-BUILT OR VERIFIED DESIGN i?G LIQUEFIED PETROLEUM GAS 4 AGA RATED GAS VALVE DRAWINGS AVAILABLE. ALL EXISTING CONDITIONS THAT COULD AFFECT THIS INSTALLATION SHALL BE —ITC LOW PRESSURE CONDENSATE THREE WAY CONTROL VALVE OO OVERFLOW DRAIN VERIFIED BY THIS CONTRACTOR PRIOR TO BEGINNING NEW WORK. LPS LOW PRESSURE STEAM iM FLEXIBLE PUMP CONNECTOR VERTICAL VALVE —MA MEDICAL AIR — .1 UNION ^�1 —H,IT'C MEDIUM PRESSURE CONDENSATE SOLENOID VALVE �] VACUUM RELIEF VALVE IIECC PLUMBINIG � MPS MEDIUM PRESSURE STEAM —�-c-F— STRAINER NOTES: � Z V_ MEDICAL VACUUM Y I'1 N2 NITROGEN PRESSURE RELIEF VALVE ryl a- MANUAL AIR VENT UJ T THE FOLLOWING VALUES REPRESENT THE MINIMUM CODE N20 NITROUS OXIDE Q WATER HAMMER ARRESTOR REQUIREMENTS AS OUTLINED IN THE INTERNATIONAL ENERGY CODE.REFER TO PROJECT SPECIFICATIONS FOR ACTUAL NG NATURAL GAS THERMOMETER AUTOMATIC AIR VENT REQIREMENTS,WHICH MAY BE MORE STRINGENT. 'y.L,, —N'PW NON POTABLE WATER � CIRCUIT SETTER `( uj I® ODL OVERFLOW DRAIN LEADER 0 1. DOMESTIC COLD WATER-ALL SIZES-1/2'THICK —pHWR POTABLE HOT WATER RETURN PRESSURE GAUGE POINT OF CONNECTION TO EXISTING INSULATION PHWS POTABLE HOT WATER SUPPLY HOSE BIBS 2. DOMESTIC HOT WATER(NON-RECIRCULATED)-ALL U� C V W POTABLE WATER IN-LINE PUMP SIZES-1/2"THICK INSULATION � J RDL ROOF DRAIN LEADER � J SD STORM DRAIN �-- IN-LINE PUMP a SS SANITARY SEWER QUICK DISCONNECT LL TPW TEMPERED POTABLE WATER �,yc BREAK LINE < z TWR TEMPERED WATER RETURN D� STEAM VALVE TWS TEMPERED WATER SUPPLY BUTTERFLY VALVE ----V---- VENT �1 BALANCE VALVE I� NOTE: ALL SYMBOLS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. (D Ir PLUMBING AND PIPING ABBREVIATIONS An >EEXISTING CW DOMESTIC COLD WATER HW POTABLE HOT WATER SUPPLY P/T PRESSURE/EMPERATURE UNFN UNFINISHED FUTURE CW/ COORDINATE WITH HWC DOMESTIC HOT WATER RECIRC PHWR POTABLE HOT WATER RETURN LINO UNLESS NOTED OTHERWISE . . . W N NEW CAR CONDENSER WATER RETURN HWR HEATING WATER RETURN PHWS DOMESTIC HOT WATER UPC UNIFORM PLUMBING CODE m D DEPTH CWS CONDENSER WATER SUPPLY HWS HEATING WATER SUPPLY PN POST INDICATOR VALVE o L LENGTH CX CONNECT TO EXISTING PLBG PLUMBING W) WIDTH IA INSTRUMENT AIR POC POINT OF CONNECTION V VENT/VOLT ® AT DBL DOUBLE IBC INTERNATIONAL BUILDING CODE PRV PRESSURE REDUCING VALVE VA VALVE 0 DIAMETER/PHASE DCBP DOUBLE CHECK BACKFLOW ID INSIDE DIAMETER PSF POUNDS PER SQUARE FOOT VAC VACUUM Y L ANGLE PREVENTOR IDW INDIRECT WASTE PSI POUNDS PER SQUARE INCH VEL VELOCITY ' , 1 NUMBER/POUND DEG DEGREE IE INVERT ELEVATION PVC POLYVINYL CHLORIDE VENT VENTILATION ■ ei DET DETAIL IMC INTERNATIONAL MECHANICAL CODE pW POTABLE WATER VERT VERTICAL 1 ABS ACRYLONITRILE BUTADIENE STRYRENE DIM DIMENSION IN INCH VIF VERIFY IN FIELD �A ABV -ABOVE DISCH DISCHARGE IND INDIRECT R RISER VOL VOLUME ACOUST ACOUSTICAL ON DOWN INSUL I M NSULATION Rqp RADIUS VRV VACUUM RELIEF VALVE ADA AMERICAN DISABILITIES ACT DSN DOWNSPOUT NOZZLE TNT INTERIOR RD ROOF DRAIN VTR VENT RU ROOF ADJ ADJUSTABLE OSP DRY STANDPIPE ]PC INTERNATIONAL PLUMBING CODE RDL ROOF DRAIN LEADER AFC ABOVE FINISHED CEILING DWG DRAWING AFF ABOVE FINISH FLOOR J-BOX JUNCTION BOX R REFERENCE W WEST/WASTE AFS ABOVE FINISH SLAB E EAST JST JOIST REE IN REFRIGERATION/REFRIGERANT W/ WITH ALT ALTERNATE EA EACH REL RELOCATE REINFORCE W/o WITHOUT ALUM ALUMINUM EFF EFFICIENCY KW KILOWATT REM REMOVE WB WASHER BOX o ANSI AMERICAN NATIONAL EL ELEVATION KWH KILOWATT HOUR REDD REQUIRED WC WATER CLOSET/WATER COLUMN STANDARDS INSTITUTE ELEC ELECTRICAL RET RETURN WCO WALL CLEANOUT APPROX APPROXIMATE EMERG EMERGENCY LAV LAVATORY RFLD REFLECTED WH WATERHEATER ARCH ARCHITECTURAL ENCL ENCLOSED/ENCLOSURE LEIS POUNDS RIO ROUGH IN ONLY WP WATERPROOF ASHRAE AMERICAN SOCIETY OF HEATING, EQ EQUAL LF LINEAL FEET/FOOT RO REVERSE OSMOSIS WPD WATER PRESSURE DROP U- REFRIGERATING,AND AIR EQUIP EQUIPMENT LPC LOW PRESSURE CONDENSATE RPBP REDUCED PRESSURE WT WEIGHT CONDITIONING ENGINEERS EWC ELECTRIC WATER COOLER LPG LIQUEFIED PETROLEUM GAS BACKFLOW PREVENTOR ASTM AMERICAN SOCIETY OF EXH EXHAUST LPS LOW PRESSURE STEAM TESTING MATERIALS EXIST EXISTING AUTO AUTOMATIC EXP EXPANSION MAT MATERIAL RPM REVOLUTIONS PER MINUTE AUX AUXILIARY EXT EXTERIOR MAX MAXIMUM BFF BELOW FINISH FLOOR MC MECHANICAL CONTRACTOR S SOUTH BFS BELOW FINISH SLAB F FIRE SERVICE MECH MECHANICAL SCHED SCHEDULEMEZZ MEZZANINE SD STORM DRAIN BFP BACK FLOW PROTECTION VALVE FA FIRE ALARM MFG MANUFACTURER SECT SECTION D BELOW GRADE FCO FLOOR CLEANOUT MHT MALE HOSE THREAD SF SQUARE FEET BLDG BUILDING ID FLOOR DRAIN MIN MINIMUM SHT SHEET BM BEAM FOG FIRE DEPARTMENT CONNECTION. MISC MISCELLANEOUSSIMILAR METAL AND SOS BOTTOM OF SBOP BOTTOM OFTSTEEL FIN FIN SFN FIREH MPC MEDIUM PRESSURE CONDENSATE SYDRANT MID MOTOR OPERATED SMACNA AIET RS CONDITIONING �\S,�V,pED PROFFgs/o DOT BOTTOM FLASH FLASHING MPS MEDIUM PRESSURE STEAM `a` `t•�L N Ff� BIRD NATIONAL D BOARD FUR FLOOR(ING) MSG MANUFACTURED STANDARD GAUGE BTU BRITISH THERMAL UNIT FPM FEET PER MINUTE MTD MOUNTED ASSOCIATION �A SOV SHUTOFF VALVE J 1 0 CA COMPRESSED AIR FRPF FIREPROOF MTG MOUNTING SPEC SPECIFICATION CAP CAPACITY FS FLOOR SINK MTL METAL SQ SQUARE F 'TF of \oP CB CATCH BASIN FT FEET/FOOT SS SANITARY SEWER DF CD CONDENSATE DRAIN FURR FURRING N NORTH SST STAINLESS STEEL N T. 9PS CDA CLEAN DRY AIR FUT FUTURE N/A NOT APPLICABLE STD STANDARD CF CUBIC FEET NC NORMALLY CLOSED STL STEEL IZ-ZP•07 CFF CAP FOR FUTURE CA GAUGE OR GAGE NEC NATIONAL ELECTRIC CODE STRUCT STRUCTURAL CFCI CONTRACTOR FURNISHED, GALV GALVANIZED NFPA NATIONAL FIRE SUP SUPPLY CONTRACTOR INSTALLED GC GENERAL CONTRACTOR PROTECTION ASSOCIATION SUSP SUSPENDED CHWR CHILLED WATER RETURN GCO GRADE CLEANOUT NG NATURAL GAS SYS SYSTEM REVISIONS: CHWS CHILLED WATER SUPPLY GW GREASE WASTE NIC NOT IN CONTRACT CI CAST IRON NO NORMALLY OPEN TEMP TEMPEILWRE/TEMPERED/ Qp Cltt REVIEW 12/14/07 CL CENTERLINE NET HOSE BIB NOM NOMINAL TEMPORARY CLG CEILING HCP HANDICAP NPW NON-POTABLE WATER TOD TOP OF DRAIN CLK CAULK(ING) HD HEAD NTS NOT TO SCALE TOS TOP OF STEEL CLR CLEAR HDWR HARDWARE NUM NUMBER TPW TEMPERED POTABLE WATER CNT CENTER NOR HOT GLYCOL RETURN TWR TEMPERED WATER RETURN CO CLEANOUT HGS HOT GLYCOL SUPPLY OC ON CENTER TWS TEMPERED WATER SUPPLY COL COLUMN HP HORSE POWER OD OUTSIDE DIAMETER DRAWN BY: DATE: CONC CONCRETE HPC HIGH PRESSURE CONDENSATE ODL OVERFLOW DRAIN LEADER TYP TYPICAL CMY 8/07106 COND CONDENSATE HPS HIGH PRESSURE STEAM OH OVERHEAD U URINAL CHECKED: JOB NO: CONN CONNECTION HORIZ HORIZONTAL OFOI OWNER FURNISHED UBC UNIFORM BUILDING CODE STB 2006-02 CONST CONSTRUCTION HT HEIGHT OWNER INSTALLED UFC UNIFORM FIRE CODE CONT CONTINUOUS/CONTINUATION HTG HEATING OFCI OWNER FURNISHED UG UNDERGROUND / 1 SHEETNUMBER: CONSR CONTRACTOR HVAC HEATING,VENTILATING AND CONTRACTOR INSTALLED UL UNDERWRITERS LABORATORY n -flfl ^O.00 COTG CENTER T TO GRADE AIR CONDITIONING OS&Y OUTSIDE STEM&YOKE UMC UNIFORM MECHANICAL CODE All. U�® SHEET nrvE: CTC CENTER TO CENTER OZ OUNCE u U L NOTE: ALL ABBREVIATIONS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. ENaN--EM PA LEGEND& ABBREVIATIONS aJ N V1 '�C' d' O� GAS FIRED WATER HEATER SCHEDULE ° N N EQUIP AREA S RECOVERY MAX HEATING FLUE o 0 N N TAG SERVED TYPE STORAGE INPUT OUTPUT ELECT ® 90"ot CAPACITY SIZE WEIGHT MANUFACTURER MODEL i REMARKS PLUMBING FIXTURE AND EQUIPMENT SCHEDULE w WH-1 3&4 BEDROOM UNITS NATURAL DRAFT 65 65,000 50,980 - 68 GPH 31,400 BTUH 4 B-VENT 900 LBS BRADFORD WHITE M-1-XR65T68N i, 2 WH-2 2 BEDROOM FIATS NATURAL DRAFT 50 50,000 38,235 - 51 GPH 23,100 BTUH 4 B-VENT 570 LBS BRADFORD WHITE M-I-504S6FBN MINIMUM CONNECTION SIZE UNLESS INDICATED OTHERWISE ON PLANS T� WH-3 COMMUNITY BUILDING DIRECT VENT 75 70,0DO 60,800 68 GPH N A 3 PVC 919 L9S BRADFORD WHITE PDX-75S-70B-3N I ROUGH-IN SIZE WH-4 COMMUNITY ROOM DIRECT VENT 48 60,000 38,235 - 63 GPH N A 3 PVC 570 LBS BRADFORD WHTE PDX-SOS-60B-3N 1 TAG DESCRIPTION WASTE VENT TRAP CW HW REMARKS MANUFACTURER & MODEL [1] PROVIDE 2 GALLON EXPANSION TANK AT HOT WATER OUTLET OF WATER HEATER. WC-1 WATER CLOSET 4' 2' NTEGRAL 1/2' -- FLOOR MOUNTED,GRAVITY TANK 9 EL-KOHLER K-3422 [2] NATURAL DRAFT FLUE BY MECHANICAL CONTRACTOR. TYPE MATERIAL-VITREOUS CHINA, SIZE-ELONGATED BOWL,15"HIGH. SEAT-OLSONITE 10-OC-SS OPEN FRONT,WHITE,STAINLESS STEEL SELF-SUSTAINING CHECK HINGE. SUPPLIES-1/2"X3/8"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE TUBE RISER. ACCESSORIES-VITREOUS CHINA TANK AND TANK COVER,CHROME PLATED TRIP LEVER,BOLT CAPS,CLOSET SWEEP,SEAT FLANGE AND GASKET. ADJUSTABLE HEIGHT SQUARE WC_2 WATER CLOSET 4' 2' INTEGRAL 1/2" -- FLOOR MOUNTED,GRAVITY TANK MQP.EI.-KOHLER K-3427 GRATE AND FRAME ADA COMPLIANT TYPE. MATERIAL-VITREOUS CHINA, TRIP LEVER TO BE ON WIDE SIDE SIZE-ELONGATED BOWL,16-1/2"HIGH. TURN TO $EAT-OLSONITE 10-CC-SS OPEN FRONT,WHITE,STAINLESS STEEL OF STALL.ORD POSITION LOW VINYL/TILE FLOOR CONFIGURAT10NEASTANK REQUIRED. SELF-SUSTAINING CHECK HINGE. SUPPLIES- 1/2'X3/8'ANGLE STOP WITH OVAL HANDLE AND C FLEXIBLE TUBE RISER. ACCESSORIES-VITREOUS CHINA TANK AND TANK COVER,CHROME CONCRETE FILL, CJ APPROX. SUBFLOOR PLATED TRIP LEVER,BOLT CAPS,CLOSET SWEEP,SEAT FLANGE AND d 12'x16'x4'DEPTH GASKET. 1 1 LAVATORY-COUNTERTOP 2• 1-1/2" 1-1/4' 1/2' 1/2' OVAL,SELF-RIMMING. MM-KOHLER PENNINGTON 2196-4 3/4"PLYWOOD ADA COMPLIANT X MATERIAL-VITREOUS CHINA,4'CENTERS CASTING. 1-1/2' SIZE-20-1/4'x 17-1/2". FAUCET-MOEN 8434 SINGLE LEVER FAUCET WITH 0.5 GPM VANDAL $ RESISTANT AERATOR. IRA-17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. SUPPLIES-1/2"x3/8"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE ^ GALVANIZED NAILS TO TUBE RISER. '.E I N CONCREE G' O AIN_OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR ACCESS. D.C.ALL AROUND I 1/2"PLYWOOD INSULATION-"TRUEBRO"WATER AND WASTE COVERS PER ADA 3 L DRAIN REQUIREMENTS. �. r t� BODY 2x4 BLOCKING L L 2 LAVATORY LI WALL HUNG 2' 1-1/2' 1-i/4' 1/2" i/2" WALL HUNG,CONCEALED ARM. MODEL-KOHTRE US CHI O UD ADA COMPLIANT X MATERIAL-VITREOUS CHINA,4'CENTERS CASTING. L 1-1/2' CARRIER-JAY R.SMITH 0700 WITH CONCEALED ARMS, Q SIZE-21'x18', BOTTOM OF IFAUCET-MOEN 8434 SINGLE LEVER FAUCET WITH.5 GPM VANDAL 13 2"WASTE FLOOR JOIST RESISTANT AERATOR, 1/2"PRIMER CONNECTION IBAP-17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. SUPPLIES- 1/2'0/8•ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE TUBE RISER. OM-OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR ACCESS. P-TRAP INSULATION-'MEBRO"WATER AND WASTE COVERS PER ADA REQUIREMENTS. 9T_1 BATHTUB 2" 1-1/2" 1-1/2 1/2' 1/2' ONE-PIECE MOLDED TUB WITH MODEL-BEST BATH STS6030CP WOOD FLOOR DRAIN SMOOTH FINISH SURROUND. MATERIAL-HIGH GLOSS POLYESTER GELCOAT WITH PLYWOOD BACKING. 3L2E-60"x30'x15" VERSCALE:NTS 0150-03A CONFIGURATION./LH O� �-17 GAUGE CAST P-TRAP W/WASTE ARM. OVERFLOW. _ P0.02 VALVE PACKAGE-TURN MOENC 8838 COMPLETE WITH WASTE M AND PRESSURE RESSURE BALANCED z LEVER HANDLED VALVE,TUB SPOUT WITH DNERTER,SHOWER HEAD, ARM AND FLANGE.VALVE SHALL HAVE INTEGRAL SUPPLY STOPS AND ADJUSTABLE TEMPERATURE LIMIT CONTROL 2L-1 SHOWER 2" 1-1/2" 2" 1/2' 1/2' PROVIDE 2.5 GPM FLOW RESTRICTOR MOOFl-BEST BATH SS403BA52 ADA COMPLIANT AT SHOWER HEAD. MATERIAL-GELCOAT,36'06'x72"HIGH VALVE PACKAGE-MOEN B346 COMPLETE WITH PRESSURE BALANCED PLUMBING CONTRACTOR TO PROVIDE LEVER HANDLED VALVE,HAND-HELD SHOWER HEAD WITH METAL HOSE, 75 SAND/GROUT SHOWER PAN INUNE VACUUM BREAKER,WALL SUPPLY ELL AND SLIDE BAR.VALVE SUPPORT. SHALL HAVE INTEGRAL SUPPLY STOPS AND ADJUSTABLE TEMPERATURE LIMIT CONTROL. VERIFY BLOCKING FOR GRAB BAR DM- FACTORY SUPPLIED DRAIN BODY WITH CHROME STRAINER. INSTALLATION. PROVIDE SCHED 40 ONE-PIECE P-TRAP W/WASTE ARM. GRAB BARS-PROVIDE FACTORY GRAB BAR PACKAGE(CHROME),LOOSE 1 1 1 T___ SHIPPED, FIELD INSTALLED.LOCATE PER ARCHITECTURAL INTERIOR LLB B-VENT TOR MECHANICAL �(� z CONTRACTOR)SIZE N ACCESSORIES O PROVIDE COMPLETE WITH COLLAPSIBLE RUBBER v DETERMINED ON PLANS OR BY THRESHOLD,FOLDING SEAT AND CURTAIN ROD. EQUIPMENT MANUFACTURER 5_1, KITCHEN SINK W/DISPOSAL 2' 1-1/2" 1-1/2" 1/2' 1/2' SELF-RIMMING,DOUBLE MM-ELKAY PSR-3322 � W (WHICHEVER IS LARGEST) COMPARTMENT. MIAIEBIAL-20 GAUGE STAINLESS STEEL,TYPE 304,WITH r--- UNDERCOATING. J SIZE-33N22'0-1/2". J Q t' FAUCET-MOEN 8712 SINGLE LEVER SWING SPOUT. 17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. ('�' 11_ F—HW SUPPLIES-1/2'xl/2'ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE \ CW TUBE RISER. < z PROVIDE(2)OPENINGS OR \ ,'?` I OBAIR-ELKAY LK-35 CUP STRAINER. DUCTS FOR COMBUSTION \�`� �a 3/4' RTSP.4SAL-IN-SINK-ERATOR BADGER I,1/3 HP 120V.PROVIDE WITH LLI AIR AS NOTED ON PLANS `Y i CAP AND CORD. I HWS-� ACCESSORIES-17 GAUGE CHROME CAST CONTINUOUS DRAIN Q -- ASSEMBLY. HOUR �t S_2 KITCHEN SINK 2' 1-1/2' 1-1/2" 1/2" 1/2" SELF-RIMMING,DOUBLE M4IEL-ELKAY GECR-3321 r• ' J ADA COMPLIANT - COMPARTMENT. MiATERII -20 GAUGE STAINLESS STEEL,TYPE 304,WITH I UNDERCOATING.21 7 PIPING BY FAUCET-MOEN 87128SINGLE LEVER SWING SPOUT. PLUMBING TW- 17 GAUGE CHROME CAST P-TRAP W/WASTE ARM. CONTRACTOR SUPPLIES-1/2'xl/2"ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE W W TUBE RISER. M (2)ELKAY LK-35 CUP STRAINER. L.LI O m ACCESSORIES-17 GAUGE CHROME CAST CONTINUOUS DRAIN I ASSEMBLY. OW-1 DISHWASHER INDIRECT -- -- -- 1/2' VERIFY DRAIN AND WATER SUPPLY FIXTURE-PROVIDED BY GC,INSTALLED BY PLUMBING CONTRACTOR. VIDE(2)OPENINGS OR i RESIDENTIAL IS TO ROUTINGROUTING AT MILLWORK. SUPPLIES-1/2'xl/2'ANGLE STOP. PRO Y DUCTS VI FOR COMBUSTION i i INLET DRAW-ROUTE THROUGH FIXED AIRGAP FITTING,"SIOUX CHIEF'249 w AIR AS NOTED ON PLANS (OR EQUAL)AT SINK DRAINBOARD. SS=1. SERVICE SINK 3° 2' 3" 1/2' 1/2' FLOOR MOUNTED,SQUARE MODEL-FIAT MSB2424. MATERIAL-MOLDED STONE' FAUCET-830-AA WITH INTEGRAL VACUUM BREAKER. IRA?-3"SCHED 40 ONE-PIECE P-TRAP W/WASTE ARM. Q . SUPPLIES-INTEGRAL STOPS.OBM Q h-STAINLESS STEEL FLAT GRID. ACCESSORIES-832-AA HOSE AND WALL HOOK,889-CC STAINLESS STEEL MOP HANGER,MSG2424 SPLASH CATCHER PANELS. FD_1 FLOOR DRAIN 2' 1-1/2" 2" 1/2' -- 5"ROUND NICKEL BRONZE GRATE. MODEL-JAY R SMITH 2O05-A5-NB-P NICKEL BRONZE STRAINER O PRIMER KTTRAPP AND TRAP PRIMER CONNECTION. FLOOR SURLY TRAP-SCHEDULE 40 ONE-PIECE P-TRAP W/WASTE ARM. 1 GCO-i GRADE CLEANOUT -- -- -- -- -- ROUND TOP,SIZE TO MATCH MODEL-JAY R SMITH SERIES 4231L-NB W/NICKEL BRONZE TOP, LL SANITARY SEWER PIPING. SET IN 12"xl2"x4'CONCRETE PAD. GAS WATER HEATER 2 WCO-1 WALL CLEANOUi -- -- -- -- -- ROUND STAINLESS STEEL COVER MODEL-JAY R SMITH 4472T PLATE,SIZE TO MATCH SANITARY SEWER PIPING, SCALE: NTS P0.02 BFV-1 BACKFLOW PREVENTER -- -- -- -- -- WITH 1/4 TURN BALL VALVE AND USE APPROPRIATE DEVICE AS LISTED FOR SPECIFIC APPLICATION AND BRONZE STRAINER APPROVED BY IDEQ AND AHJ. W¢_1 WALL VALVE BOX 2' 1-1/2' 2° 1/2' 1/2' INSTALL FLUSH WITH FINISHED WALL. MODEL-GUY GRAY WB200 CLOTHES WASHER MATERIAL-GALVANIZED STEEL SUPPLIES-SINGLE LEVER CONTROL W/INTEGRAL STOPS. DIM-2'OPENING,PROVIDE SCHEDULE 40 ONE-PIECE P-TRAP W/WASTE ARM. �E.D PROFFJ, HB--1 NON-FREEZE HOSE BIBB -- -- -- 3/a" -- FLUSH WALL MOUNTED,BRASS MODEL-WOODFORD65,AND-SIPHON AUTOMATIC DRAINING WITH �S si G I N FINISH,INTEGRAL VACUUM BREAKER. I FEMOVABLE OPERATING KEY. MANUFACTURERS APPROVED FOR SUBMITTAL OF COMPARABLE PRODUCTS N 5112 ENAMELED CAST IRON AND VIF_REOUS CHINA KOHLER,AMERICAN STANDARD EWERx ZURN,—BRIGGS `FN T. BATT INSULATION BLOW-IN INSULATION WATER COOLERS _ ,- HA [D(TAYLOR,OASIS,ELKAY,HAWS,ACORN AQUA STEEL SINKS— __ —ELKAY,JUST,DAYTON, MOEN,KOHLER -.. �Z-Z.�'�7 "•-'-'--"--'-'�"-"-'- "'"'�---��----"-" _ SERVICE SINKS _ �y FIAT,BRADLEY,ACORN,STERN WILLIAMS MUSTEE _ WASH FOUNTAINS BRADLEY,_ACORN,INTERSAN FAUCETS CHICAGO SPEAKMAN DELTA ELKAY JUST,ZURN�,SYMMON.,5,_M0EN "'-----'"�----' " BOTTOM CHORD OF TRUSS SENSOR FAUCETS CHICAGO SLOAN DELAFIY BRADLEY ZURN_ --'-'------ -._ _ --- ��_....�. REVISIONS: SHOWER VALVES,MIXING POWERS,LEONARD MONS SYM _UWLER - CELUNG i FLUSH VALVES ._ SLOAN ROYAL,ZURN AQUA_VANTAGE AV - �� I 0 FIXTURE SUPPORTS _ _ _ JAY B.SMITH,WADE,ZURN I TOILET SEATS -_, �,^ CHURCH,OLSONITE,BEMIS SECURE TO CHORD ROOF DRAINS,,FLOOR SINKS,FLOOR DRAINS AND TRAPS JAY R SMITH,WATTS,ZURN,WADE,JOSAM,MIFAB. —�DOMESTIC WATER PIPING BACKFLOW PREVENTION DEVICES,PRESSURE REDUCING VALVES WATTS,WILKENS,FEBCO,CONBRACO - -- - - - - - I EMERGENCY_SHOWER/EYEWASH � �� '�_ HAWS,BRADLEY,GUARDIAN,WESTERN SPEAKMAN I TRAP PRIMERS AND SHOCK ABSORBERS PPP,SIOUX CHIEF JAYAY BRADFORD INSULATION OVER PIPING 3 I WATER HEATERS _ —�_ --�___ STATE-AO-SMITH, R.SMITH WHITE,LOCMNVAR PVI DAWN BY: DATE: I HOSE BIBB,HYDRANTS _ _ WOODFORD,WATTS,WADE,'ZURN CMY 8/07/06 SCALE: NTS P0.02 I FIXTURE SUPPLIES AND TRAPS. �_ �. C,_ c1�Q[�RRE,,BRASSCRAFT;,�STOUX-CRIEF_ZURN- .. CHECKED: JOS NO: (�� STB 2006-02 SHEETNUMBER: elkhorn Po.o2 SHEET TITLE: ENCYNEERB,PA. SCHEDULES &DETAILS ao`..ie.no BS/04 KEY NOTES: y g 0 CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR O ROUTE 1-1/2-COLD WATER UP IN UTILITY CLOSET.PROVIDE SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER m IFFT ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. 1/2:IN IT —1/2.NG ROUTE1-1/4'COLD WATER UP FROM CRAWLSPACE. PROVIDE �/2 G -1/2 G SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED /2' G_ /2 NG- 1/2'NG— ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF 1/2' G VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. (TYR) ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. gI COORDINATE WITH FRAMING. SANITARY SEWER FROM FLOOR AM(TYPICAL) VENT PIPING FROM FLOOR BELOW.(TYPICAL) PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY. n6 -=3 ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING _OT 3,v]w ------ I' UNIT.PROVIDE CSA ISOLATION SION,AND APPLIANCE CONNECTOR. c 0 0 WC-1 0 0 2 10 -1 2-M-1 2�FO-1 10 G) GAS SERVICE BY SERVING UTIUTY COMPANY. PROVIDE CSA LISTED 2' rrr--CT F c 10 wc-I A V 10 W/P W/TP H SOV AND ROUTE PIPING TO INDMDUAL LIVING UNITS. 3- 2"V -2'V--- - WH 2 WH -1 72 P0202 TRAP AND VENT 3/4'CONDENSATE DRAIN AT FAN COIL UNIT. L -�-3�y- r 2-V-- T-- --2"V- -3-V---J 0. \-3"VTR 4"VTR I PO.02 TERMINATE OVER ADJACENT FLOOR DRAIN. - 1-1/2' 6 1-1/2* 1-1/2" 6 1-1/2' 1 2"V I 71 "i* COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED A A 2 V IWO-1 2"v Wq-1 2"V E WB-1 �,2 ;2W/TP 7 2 1 z L-I V 2"V ENGRAVED PLAQUE STATING: *APARTMENT COLD WATER SHUT-OFF - _BT I T I S-1 dm VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE LOCATION. I Lojcj DW-1 /TP @ COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON H USEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. 2- 1 Ir 0 W/TP 0 @ FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP -'I'/2'b6 1- 2 01\ (11 �W 12�FD a - I::� I DW_1 'T� Ig 1 1/2' W/TP 5 -1 2 W/Tp §IV-1/2� 7-1/2" 1_1�/2' 8� 6 1-1/2' '. 8 Eaa 6 1- 2* 1-1/2" IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND c HEAD LOCATIONS. WH ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL 2 FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION P1*02 2 REQUIREMENTS WITH FRAMING CONTRACTORS. EACH DOMESTCLOSET OCATIONTO BE ROUTED THRU CRAWL SPACE TO ------ SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. _JI 17 FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 11110 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED WITH PLUMBING CONTRACTOR&ELECTRIC HEAT REEZECDEPTHLFORT___n CONTRACTOR.71 t ------- CONTRACTOR TO VERIFY FREEZE DEPTH FOR PRR BURIAL OFPG MAJATLEAST 6'BELOW UPON A 1/4'PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO lid CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH MY DESCREPENCIES. 0 C) BUILDING 2222 SECOND FLOOR PLUMBING PLAN uj SCALE:-1/4 = 1-0 U)- ILL < z Lu a- < TOTAL LENGTH: 82 FT 12 9 11 2 TOTAL LENGTH: 82 Fr TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CFH (D 4 9 12 TOTAL LENGTH: 92 FT TOTAL LENGTH: 92 FT 12 9 ....... TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CFH W U) ct 4 -D co TOTAL LENGTH.` 62 FT 12 9 16 P4.1 -1 9 12 TOTAL LENGTH: 62 FT TOTAL DEMAND' 50 CFH TOTAL DEMAND: 50 CFH 2 9 116 9 12 TOTAL LENGTH: 52 FT w 52 FT TOTAL DEMAND: 50 CFH TOTAL LENGTH, 5 4' TOTAL DEMAND: 50 CFH -71 - - - - - - - - - - UFr -------- 00 WC-1 WC-1 t 2" 21 Eki dW�P 2' FD-1 T 11 Rd 61. 2 5 2- 5 2- 5 wco-i id 2 WH Cl 10 2" - S-1 W/T 2- 5 2� 2 5 WH%/ (TYP) 2" (5)2" L-1 2 4"GCO-I 4"GCO-1 4- DW-I DW-1 DW 1 L�5 f(5) 18 2� 18 5 2 2 f T 10 2" M r-i �L* 10 5 2"WCO-1 10 W/Irp v 5 2* 3- 3 2"WCO 5 2" W/Tp 2" 5 2- 5 2' 5 2" 5 8 7 T, PROP", 3/4-CW N 3/4'CW- —1 /2-CW 2"CW 1 1/4'CW 5 I'l OF N T. gPS - - - - - - ® ®- --- - - 4�!L �j J REVISIONS: ACrrY REVIEW 12/14/07 L 4"Gco-I 13FP-1 2 J DRAWN BY: DATE NOTE: I l CMY 8/07/06 VERIFY ENTRY LOCATION OF DOMESTIC WATER SPRINKLER SUPPLY STO FIRE PPLY FOR 84: 2(JOB ;W2 EACH ILDING AND ADJUST PIPIE SIZING J. 18 2'-0' SHEET NUMBER! THROUCt BUILDING ACCORDINGLY. 0(c) P2. 10 SHE T TITLE: BUILDING 2222 FIRST FLOOR PLUM13ING PLAN E=NCONEERS,P.A_ BL LJ DG 2222 SCALE 14 =—1-0 PLUMBING PLAN KEY NOTES: @ CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. o ROUTE 1-1/2'COLD WATER UP IN UTILITY CLOSET.PROVIDE cli SHUT-OFF VALVE AND DOUBLE CHECK RACKFILOW PREVENTER IN ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER Li ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. paROUTE 1-1/4'COLD WATER UP FROM CRAWLSPACE. PROVIDE SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED 1/2-ING 1/2-NG ENGRAVED PLAQUE STATING: 'APARTMENT COLD WATER SHUT-OFF 1/2"ING IT1! 4 Nr VALVE. COLD WATER TO CONTINUE UP TO 2ND FLOOR. 1/2 NG 1 2 IN 1/2"NG— FD-1 0 1/2"NG— (D COORDINATE WITH FRAMING. ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. 1 10 2' 8 14 in 2"m ___A I W/TP SANITARY SEWER FROM FLOOR ABOVE.(11111L) A WIF - -- I L-1 VIC-1 VENT PIPING FROM FLOOR BELOW.(TYPICAL)AL) PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL L AUTHORITY. r-,-WB-1 S-1 �r ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING IE L 1 UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. n6 2- wc-I :3 -T G) GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED 6 1 1/2- WB-1 SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. \-7,V7 F�'�VTR R 2"V c WC-1 TRAP AND VENT 3/4'CONDENSATE DRAIN AT FAN COIL UNIT. Wc-1 2- ------- --2*V___T LT,- -2*V --2"V-- 2"V--- we-I 2 P 1-1/2 6 TERMINATE OVER ADJACENT FLOOR DRAIN. 4 P W I -J�' 6 1-1/2' W r V- -2'V-- 0 6ff 1 1/2' F---2-V-- 2- COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED -1 --2*V-- 3"VIR 2 POF02 ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF III �.2 3"VrR > a*V VALVE*. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 2•V ',I - - 1 0 1-1/2" V LOCATION. �11.8 1 6,1-1/2* Y,(2 V ca ------- L j S-1 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON @ HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. D- 10 DW-1 II '-A 6 1) npr P�rnnm M�A�np q -j • C' F"E:D� _WAJ I ROUTE SPRINKLER MAIN LIP T L L I - -�;=I IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDEgg ----AL —------- COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND 1 /2' 1-1/2- 14 HEAD LOCATONI, 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL 2 P4.1 i P4.1 FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION < REQUIREMENTS WITH FRAMING CONTRACTIORI, DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. 81 16 4) SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH P4.1 APARTMENT. @FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPUMCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON fI WALL INTERLOCKED PER NFPA. COORDINATE UNITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. :D 18 CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED UPON A 1/4'PER FOOT SLOPE VERIFY CONNECTION DEPTH TO CIVIL PRIOR TO BURIAL. CALL ARCHITECT WITH ANY D ESCREPENCIES. 0 C-) 2BUILDING 2332 SECOND FLOOR PLUMBING PLAN 1-- 6 SCALE—1/4 =1'-0 Z uj C6 TOTAL LENGTH: 87 FT TOTAL LENGTH: 87 FT LL 12 9 9 12 TOTAL DEMAND: 65 CFH TOTAL DEMAND: 65 CFH 6 > z P41 TOTAL LENGTH: 95 FT TOTAL LENGTH: 95 Fr 12 9 9 12 TOTAL DEMAND: 65 CFH TOTAL DEMAND: 65 CFH - - ® - - - ® ® -- ---------- ® - - - - 4 y. 4 2 wH 2 2 0 , "WCO-1 2"WCO-1 WH 2 PO.02 TO 2"FD-11 4'WCO-1 4 WCO-I 2' cn W/TP WC-11 TP 16 P!1 WC-1-1 W/ L 9 12 Irr TOTAL LENGTH: 60 FT TOTAL LENGTH: 60 FT TOTAL DEMAND: 60 CFH 12 9 co Z) Lu TOTAL DEMAND: 60 CFH TOTAL LENGTH: 52 FT 12 9 9 12 TOTAL LENGTH: 52 FT TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CFH 0 2"WCO-1 WC-1 4' 5 L-1 --(:D S-I WCO-I = 4-&\ 1 j, �;: - 4" Lu DW-1 -,/ DW-1 5 4" WC-1 j 2"WCO-1 2,WCO-1 5 2* 2 5 0 0 0 W 0-- �' wco-I --- WB-1 2- WB-1 co 2"WCO-1 wc-I 10 2-FD-I —-✓------ W/Tp W 2" 5 5 2- < BT-1 T- 1 WH 1 2'WCO-1 2 WCO-1 L-1 4- Lss--- - -4"SS S WB-1 BT-1 10 FD- 2"FIT , 10 Vy/TP 18 Ji -11 1 LL < 2" 5 '2 WCO-1 2"W00-11 5 2" 8 15 g T 7 7 2''W-- CW 1-1/4"1W 1-1/2-CW ttt PRO,,,,,p HB-1 NOTE: OF VERIFY ENTRY LOCATION OF DOMESTIC WATER SUPPLY FOR T. e PSG EACH BUILDING AND ADJUST PIPE SIZING 2 7 THROUGH BUILDING ACCORDINGLY. 11 AND FIRE SPRINKLER BPV-1 I II {( fi @ I REVISIONS: ACITY REVIEW 12/14/07 I (L 4"GCO-1 DRAWN BY: DATE: (2'-0j CMY 8/07/0 CHECKED: JOB NO: STB 2006-02 SHEET NUMBER: BUILDING 2332 FIRST FLOOR PLUMBING PLAN P2. 11 -SMAL-E -If4 =—1-0 eff-Chom SHEET TITLE: ENGINEERS,PA BLDG 2332 PLUMBING PLAN KEY NOTES: N h CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. o a o 4O ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE y o o i SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN h N N ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE •o a ti FIRE SPRINKLER - -. a. .... .,m - p,...,•„... ( ASSEMBLY LAYOUTSUPPLY PLUMBINGPCONTRACT R AND DN 16.RISER Pa PIPINGIN CLOSET.COORDINATE ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ' 1/2 NG Fy - ENGRAVED PLAQUE STATING: 'APARTMENT COLD WATER SHUT-OFF 1/2"NO VALVE°. COLD WATER TO CONTINUE UP TO 2ND FLOOR. 1/2"NO I� 1/2"NO O4 ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. Vy. COORDINATE WITH FRAMING. SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) y VENT PIPING FROM FLOOR BELOW.(TYPICAL) PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL �y i AUTHORITY. O ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING 01 6 2" ,' UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. fir_ WC-1 _ r- t GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED C 1 _ ) ._..__ _ SOV MID ROUTE PIPING TO INDIVIDUAL LIVING UNITS. ...____ . - : \ � __>� ._...._! _...... 10 TRAP VENT 33/4,,:: AND VE CONDENSATE DRAIN AT FAN COIL UNIT. O. --2 V-- ' -T-3.. �--3"V--J ) -----0- 13" r(701 - --2"V-- RMINATE AT AD WALL BOX. P0.02 I r ... ® P0.02;�(I` I '� J "'°" > t1 COLD WATFR SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED6 1 1/2 > > -1/2° 6 ' O ENGRAVED PLAQUE STATING: °APARTMENT COLD WATER SHUT-OFF o 2"V i 2•y � 1 8 VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE (� 2"V WB-1 WB-1 L 11 -1 I - - --- - ;-. 2"V LOCATION. __ 1 ___ - ,I-,.-.. !, I BT-1 1 BLl „,,,,°,. �(� �--t - :'� 12 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON , ` DW 1 I i� ' - 10 '- �;-_ �II, L -.� 10 13 t I^----p i{ HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. //�' `��^�� L-[. a {(! lJ f1 L 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP Q1 `gg gg (TYP) `\ 10 2"FD 1 1-1/2".� n\ -` 2°ID 1 -----__-J-` I IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE �' !•s b P0.02 V,-1/2" 6 1-k/2" w 10 14 COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND 6 1-1/2" 11 14 W/TP�1-1/2" 1-1/2" 6 11 6 1-1/2" HEAD LOCATIONS. "- 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL `Y q -- FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION---------- REQUIREMENTS WITH FRAMING CONTRACTORS. 16 jP4. �I 15 DOMESTIC WATER MAIN TO ( BE ROUTED THRU CRAWL SPACE TO 1 EACH CLOSET LOCATION. 18 1 16 SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH P4.1 I APARTMENT. FIRE SIZEd I t7 SIZE SHALLCTION BE BASEDRSTI ON IHIYDRAU IC NG ECALCS.SYSTEM SHALLABE IN L-- ----- ----- --- q, �._-. --- `-- ---"' --� COMPLIANCE AND SHALLTH NFPA 3RINCLU PERFORMANCE SPECIFICATION PECI ISECTION 15350ARTMENT •� .,,_. CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON r WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. 18 CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF -� �� , - • j_.._.___._�_� , PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR i STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED I UPON A 1/4"PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO O I f CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY DESCREPENCIES. I 6 19 PROVIDE WALL BOX DRAIN FOR CONDENSATE FROM FANCOIL UNIT. U BUILDING 217222F SECOND FLOOR OLUMBING PLAN I SCALE: 1 4 =—1-0 LL TOTAL LENGTH: 82 FT 12 9 ! i`` 9 12 TOTAL LENGTH: 82 FT TOTAL DEMAND: SO CFH F I it I I TOTAL DEMAND: 50 CFHui 9 12 TOTAL LENGTH: 92 FT TOTAL LENGTH: 92 FT TOTAL DEMAND: 50 CFH TOTAL DEMAND: 50 CFH { {{) 9� �y 4 II I, :al:, ,�.I�� _j TOTAL LENGTH: 62 FT 12 9 ..-� �_ �.� ,`I 16 P4.1 .�._ I ..,.... _._"._.._ --�®._� - ( O6_ ��..:. 9 12 TOTAL LENGTHTOTAL DEMAND::50 CFH co ZD W TOTAL DEMAND. 50 CFH 1 111 ._._'� 1 WC-1 s Pa.1 -- 0 O _._ "i is Pa.t ,`i .. -C I a`ffjE-__T E TOTAL LENGTH: 52 Ff 12 9 I. � 9 12 TOTAL LENGTH: 52 FT v TOTAL DEMAND: 50 CFH 4°WCO-1 .,..' t rm'® ® ® ® ® ® ® ® ® r-�' ® — © ® — c'' y ,.7���4�g / L-_.., TOTAL DEMAND: 50 CFH "® l 17 // .� _ WC_1 Y 2" C 1 T� 5 4' uj �i 2 � __ _„ - - _, 4' wco-1 I { _j WB 1 R �L NEI /09 _ - Y!B-1 4"GCO 1 L1 --- we , --- �— w/rP —, 4"GCD 1 - WC-I J�1 " r 19 70 f.; S-1 DW 1 2 i 2" 5 I 2" 5 I D1 f �k j I� BB P002 2° 5 2" 2°WCO-1 II _ 5 2" , / 10 -: w/TP S 1 I , - O 0BT 1 DT 1 10 2 fD-1 �� { a ' ......._ LL DW 1 19 - n -JJ.. t 5 2 79 W/TP -_ 2"5 2" 5 2"WCD=t' I 2"wco-I y �/ t 12" g i2• g 5 2" 3 8 3/4"CW 1 i/2°CW 2"CW 1-1/4"CW 3/4"CW �l o 1 al, I QS,D PROP"SgTo 15 - _._...,. :'=..._.._.._...._.._�..-e .e... --____.._. ....._ o ® cf ® ® — o © c o o e e o © e © - � U J OF 13 12-28-G7 REVISIONS: 4"GCO-1 �" { 7 17 QO CITY REVIEW 12/14/07 "FP-1 2 7 NOTE: S^C T- VERIFY LOCATION OF DOMESTIC - R IR WATER D FIRE SPRINKLER SUPPLY FOR 1 EACH BUILDING AND ADJUST PIPIE SIZING J. 18 2'-0" {,i Y L I 1„ /� DRAWN ev: DATE: THROUGH BUILDING ACCORDINGLY. i `a—_", Cw 8107I06 CHECI4_D: JOB NO: STB 2006-02 SHEET NUMBER: dI�' BUILDING 2F222F FIRST FLOOR PLUMBING PLAN (�� ,N,N�� P2. 12 L� SGALE; 1 4 = 1-0 k U �I©,1 11 .I SHEET TITLE: CY ENN=CT#3,PA t! Y BLDG 2F222F PLUMBING PLAN a'""°6 +.Dsa oases I I I I ® ® ®�� ® ® _ _ _ _ - -• _ � KEY NOTES: ��- as 7 � --- max_ .._., a3 N Vl S —� ' Oi CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO s TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. a ,° ccv eii, 0 m 16 6 ' O ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE � N N I L4.1 SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN o m a, w ' ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE '$ FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER m -_ ' ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. I O ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE 1/2"NG i'i 1/2"NG�==4 SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED 18 4 j tI 4 18 ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF i r-2'V-- 1/2'NG i E '� 1/2"NG --2.V-, 2' VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. _ t ltI t� 2� 6 ' i ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. COORDINATE WITH FRAMING. ---- rv 3°,-VTR_ VTR I O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) _ a - � 3" --- - VENT PIPING FROM FLOOR BELOW._7 - "` - -2"V � _ � _ O OW.(TYPICAL) I .... -... C O PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL T1 ( I _ AUTHORITY. Et i WC- ROUTE t 2" 6 t 6 " I ' E �S_l. WC-1 ' -� O ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING2 - —I _ I I � J ! UNR.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. I 9 SOS AND ROUTE PIPING TO INDIVIDUAL COMPANY. UNITS.PROVIDE CS4 LISTED C ;.. �. .t j0 O GAS -- -2'V_--- $; y_...-Ir I 2 P0.02 10 2� "I -_.- 2f ip ' -_2"V- ��.._®s.'"._._._.__il ,. N 2 _ _AND_W@ t WC-1 I , �I W Po.o2 z -- I -- A — O a F Iy ``�. - __- _ M 10 TERMINATE OVER 3A/p,WCCOND AT FAN COIL UNIT. _ ! Ll --------I CONDENSATE DRAIN -2°V---- V,- 2 V-- --3'V--7``-+� T -2"V-- {y r�' ADJACENT FLOOR DRAIN. 3'VIR I I 4"VTR r 8 - ------a' L" > --.. .. " it ! ..� 11 COLD WATER SHUT-OFF VALVE MARK WITH 2-COLOR LAMINATED N a P it tr I ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF [I �� o 0 2"V I 1 WB 1 I iI tF_______ -86 VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE I L-1 I I - III /�2"V I I a 8T 11 r-E?'_i rl�]" :I! S_1 I i i�.-_---__j LOCATION. }�r------Lq" _1 I1_. ( 4Er_'"""-""': ( _'. 2 .°�. �- o ,�(� } ip _ t \ � � 2" _ 10 - (, 3 cDW_7 I -� 1_._.1 12 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON �� ,,,. ?+FIr J i W/TI' I� tl YY/TP I \rl}4� --^�!1-��� If - =1 OUSEKEEPING PAD.RE ER TO MECHANICAL DRAWINGS. ��`'�, o H - R J{--- '"v �''•�.. 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP �i A - _ ° "--- 11 14 Y 6 I 6 14 ' .. _-, IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE 1 11 -``-'-'+,� - ..-- -_ COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND i� aU HEAD LOCATIONS. r ®T ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL Q -= --. -- . FRAMING TO WATER HEATER ENCLOSURE. 0 COORDINATE INSTALLATION I — — _ ® ® ® � a -. REQUIREMENTS WITH FRAMING CONTRACTORS. DOMES11C MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSEWATER LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT ACTUAL SIZE E 13ASED LIC CAUCS. COMPLIHANCE BIWftHNFPA N3RNTANDUPERMANCE SYSTEM E IN ------m SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT _ _ 1 SHALL ------.---='= -- _---- ---- --- �I a === -- -� --- _� CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON I WALL INTERLOCKED PER NFPA COORDINATE LIMITED CLOSET SPACE —' -m � t _ _ WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CON 6NFRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF �i PIPING SYSTEM. MAINTAIN AT LEAST 6'BELOW FREEZE DEPTH FOR t STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED I i UPON A 1/4"PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO `CML PRIOR TO BURIAL. CALL ARCHITECT WITH ANY bESCREPENCIES. U W I- BUILDING 4224 SECOND FLOOR PLUMBING PLAN SCALE: 1 4 = 1-0 J 12 12 84) 1% 4"WC-1 ! 4'=CO G/ TOTAL LENGTH: 93 FT 12 9 V i ' ! --r 9 12 TOTAL LENGTH: 93 FT TOTAL DEMAND: 60 CFH ! i ' E�__... ----- O TOTAL DEMAND: 60 CFH w TOTAL LENGTH: 85 FT 12 9 ! i, I I 16 1 i6 P�i ' I �_� '. 9 12 TOTAL LENGTH: 85 FT V�J W TOTAL DEMAND: 65 CFH --- J I P4.1 It - TOTAL DEMAND: 65 CFH 4 TOTAL LENGTH: 30 FT 12 9 4 9 t 4 m I 9 12 TOTAL LENGTH: 30 FT TOTAL DEMAND: 65 CFH ! - WC i = t WC-1 TOT/Q.DEMAND: 65 CFH 1/2"NG 13 ._,... 2"WCO-1 i ra 5 4" �! 4"FP 2"ED-1 W�mi I�-. 18 .. 0 co IF 4 -z v---- WD , - 4 _ e 8 14 -:� 2'W p10 WC-1 WC-1 ti �1 8 - 3 WH ' I QQ — ------- ------ -.._ OW-1 _., 1 5 2" 2° 5 Bi P0.02 2 W 1 liE 1 3 1 4"GCO_i _ � t_ .,, � � 4'S - -( L � 4°GCO_7 18 � �u t i � OW �_ _ _ _ _ •� '� �_ �-�-�-.. r 2 H 16 t i PO.02 s -�_' ; - Ti} ..._._J___»_A-._ t Po.o2 �F1 { , s � F j 2 70 2'l� 2" 5: , ' 5 2" - ., t 1 W/1P 2"WCO_t 2'WCO_i 10 W/TP t I fD PROF 8 ti _ _ N EP� I ' 511 F f OF �� G .� T. BPS 07 I!I - �-. REVISIONS: " -- OQCITY REVIEW 12/14/07 { NOTE: c VERIFY ENTRY LOCATION OF DOMESTIC ` I F,, WATER AND FIRE SPRINKLER SUPPLY FOR 4"GCQ_i C THROUGH BUILDING EACH BUILDING D ADJUST ACCORDINGLY. SIZING DRAWN�CMY DA�8/07/06 INV.EL.=4.2'BFF r CHECKED: JOB No: I r STB 2606-02 BUILDING 4224DFIRST FLOOR PLUMBING PLAN P2.M13 u SCALE: , 4 = 1-0 C ®r n SHEET nnE: ENGINEERS,PA BLDG 4224 '°' •°""�• t�ON-aor-oom`(m0 PLUMBING PLAN an.xn I s i I 1 V]0 0 O O KEY NOTES: a o g O CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO C' ry N 16 TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. ti N N P4.1 O a y a w ROUTE 1-1/2'COLD WATER UP IN UTILffY CLOSET.PROVIDE SHUT-OFF ALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER 1 1 3/4°NG ASSEMBLY LAYOUT WffH PLUMBING CONTRACTOR AND DN i6. 4°NO 4 �) - 1/2"NO 1i (�3 ROUTE 1-1/4°COLD WATER UP FROM CRAWLSPACE. PROVIDE i 1/2"NG- `` SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. COORDINATE WITH FRAMING. SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) N 1 2" 6 6 2" - OO V�PIPING BACK FROM FLOW FLOOR REVENTION DEVICE AS REQUIRED BY LOCAL ELI ,. ....� ...._ _��..-.... � AUTHORITY. JNH<1 W R __._.w. O N Q J _� 3"V.. , - 4°SS �3°VTR O T C t ! WH ROUTE NATURAL GAS PIPING DOWN 0 WATER HEATER N LIVING - z v � - 2°F�1�W/jPi- " WC 1 6 2 E� ��� �WC_7 - �t � -2•y y UNIT.PROVIDE CS4 ISOLATION SOV,AND APPLIANCE CONNECTOR ¢ 2 WH J 2 `--'' �'\ I GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED r-� -2 V-- �,S � 3.V- -r--3 V-- r-----�- -3 v --1 --2 v— -T-T 6 1_____..._ ,_a�._, SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. a e Po.02 2 .._......_._._>_ i 1. t I 2 PO.02 Z J! > --- --a 10 TRAP AND VENT 3 4°CONDENSATE DRAIN AT FAN COIL UNIT. HI ! 11 1°CW ) I 8 .,._. ,Y.WB 1 1-1/2 6 2"V i '� 2"V 6 1 1/2" 'IWB 1 8I 11°CW it �g� -�L TERMINATE OVER�ACENT FLOOR DRAIN. 1!/ _. . U O ___ , BT- I IgL1 �• �" - 2°V- -- -� �-.. 11 COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED / I _...,..__., ,,. �tr� - _ I r" '�]j ��- C _..,_ - ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF i AllVALVE°. LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE � -----_ LOCATION. 1 6 14 10 2-!fit N/ 1 1/2"O6 1 O6 1-1/2° W 10 14 1� _ mm 12 COORDINATE GAS METER pLAr_.cu.EN.T wfTu.CONDENSING UNIT ON IJ w HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. 3 a7_ 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP L© 3 1 I T>-'=.-•-. -- —_ -_?-` O IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE Q 33 - ---e_ OOMPLEIE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND 1 r HEAD LOCATIONS. Q ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION REQUIREMENTS WITH FRAMING CONTRACTORS. 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. Itz— Fl RE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4°.ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH CONNECTION 15 0 ANDBUILDING INCLU E INDICATING FIRE VDEV DEPARTMENT PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE 1 1 1 WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR.18 �IRIAL OF PPIPINGSYSTEM. MAINTAIN ATCTOR TO VERIFY ZLEA.ST 6 BELOW FREEZE E DEPTH FOR PROPER UDEPTH FOR lUPON STARTING 1/4'PER FOOTOSL PE LISTED DEPTH TOEO IN 0 ICNIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY 1 1 IDESCREPENCIES: BUILDING 322223 SECOND FLOOR RIGHT SIDE PLUMBING PLAN Lu � p SCALE: 1 4 = 1-O J _jI'— Q CC u- ^< z 1 w CL cr L- / TOTAL LENGTH: 118 FT TOTAL DEMAND: 65 CFH9 12 TOTAL LENGTH: 112 FT L cr WTOTAL DEMAND: 60 CFH 1co1 4 9 12 TOTAL LENGTH: 91 FT Y mTOTAL DEMMID: 60 CF O C 9 12 TOTAL LENGTH: 78 FTTOT C TOTAL LENGTH: (EM 34 T 65 CFH Y `r ° I JOIG=I 9 12 TOTAL DEMAND: 65 CFH W JLJ 5-0•a � ,L 1 1; /-^ I i 1L • cu �''_ ....��' 1-1/2'FP ' co uj i10 YELI IN i 11 7 N __ ___.__. '2-1/2'CW - .._-_. 2-1/2--GW, _ c:l1., -�, 1-1/2' C1�J -_ 10 2°fki ^-""L.I�..J""-. 10 2"FD=1 3 ..._..._ ._� 3 �'��'' _Z _ _.- W we-t - w/TP f -u_ - f z) 1 __.__ a L 8 14 _ ----��-----'�w�r-�-- _U 2" 5 2" 5 2•' DYl 1 I I p 3 10 2 WB t �� 3 �._... -��.• .. ._ 7i HB=l 1r_OW 1 1, BT-1 BT �.1 2"FD_i 10 S 1 4 SS 4°fiG21 I_.__._ `.r �._`.i '"� E W/TP 000 18 �' --- L 'I 2°WCO-1 5 2' 1 P0.02 2 WH 8 I WH 2 P0.02 2 2 PO.02 PROFf� ----------'- ,O NOTE: � VERIFY ENTRY LOCATION OF DOMESTIC II WATER AND FlRE SPRINKLER SUPPLY FOR 51 2 i = ETCH BUILDING AND ADJUST PIPE SIZING '9TF SOP e 1 i ROUGH BUILDING ACCORDINGLY. p of II ;-Zj'(/ 1 I REVISIONS: QO CITY REVIEW 12/14/07 1 I DRAWN BV. DATE CMY 4°GCO 1 CHECKED: JOB N07I06 I i STIS 2006.02 I 1 INV.EL=4.47'BFF SHEET NUMBER: L �l1 P2. 1 4-R ��� ®�U 11 SHEET TITLE: ENGNIMEM PA Y BLDG 322223 BUILDING 322223 FIRST" FLOOR RIGHT SIDE PLUMBING PLAN �:�`� �,�� PLUMBING PLAN SCALE: 1 4 =—1-0 BuK la.ln sme N9R KEY NOTES: Oj CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO OG N ev, - ( i TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. N N 416 O2 ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE I $ h k• �- SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN pa a IFIF I I -; =---=_--•----�( I '-' ----- - ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE i , �I FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. ( ) 4 i 1/2"NG 3/4- 33 ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE, PROVIDE 1/2°NG SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED v I + ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF �I { J4 EIE VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. COORDINATE WITH FRAMING. I � --L 2 SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) j I �� VENT PIPING FROM FLOOR BELOW.(TYPICAL) _.-. 66)2, , PROM K FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL 2° 6 OAUTHOR 3• 4"SS �� , 3 O C� . .w 8 ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LMNG -2•V- �- 2 - 3•VJ-�. p"FF l, . �=t 2^ NUNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR.r J 10 _.. _..Z C _ W/TP l WC-1 -I1W/Tp 0 111_._.. �_ 7 _ -Ll.._....._ P0.02 2 - „ __ s ._ Wry 2 - O9 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED . _ _ ll! _ �------- �?- 9 _ 2, -I 1 I 2 V I-.--- >-3"V-.- -2°V-- I --3"V �R� 1 ( 3--ti. -> -2"V-- --F-� ¢ SOV AND ROUTE PIPING TO INDIVIDUAL CITING UNITS. d I _�.. �_ .�. -- 1 23.6 N^V 4 6 -1 2 _.-_.... - I 2 P0.02 0 -a----- _~ (�� O °I N I WB 1 , I 1�tr I WB ' 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. a 6 11 1 CW I 8 __. /^ 2" / I e I 1 CW 11 - O TERMINATE OVER ADJACENT FLOOR DRAIN. "— 8 I2�-Vl 11 COLD WATER SHUT-OFF VALVE MARK WITH 2-COLOR LAMINATED / H ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFFI � VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE m - '� I , �',!L - --'.. •-- I =__w.._...JT-{'-�` � LOCATION,Jl .:6° ! 6-9) f:Qf1RDI,NA,TF GAS METER PI_ACFMFNT WITH CONDENSING UNIT ON (7 LJLJ v ;;;/// le 2" 1 1-1/2° 6� f� O6 1-1/2° f W 10 14 6 �+ v HOUSEKEEPING PAD.REFER i0 MECHANICAL DRAWINGS. mW/Tp g 3 i� I 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP c IN WALL FRAMING TO l�37 a ..-, •.r_ T, �r ;. III' r ' (+ PRIDE COMPLETE SHOP DRAWINGSNSHUOWNIG PPE STRUROUTING,SIZING AND ©2� R (A HEAD LOCATIONS. t6 1 - , 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL pq,1 16 I P4.1 Iv FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION REQUIREMENTS WITH FRAMING CONTRACTORS. DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO EACH CLOSET LOCATION. SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. � OFIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4°.ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE . :: _.:, •. PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL f + CONTRACTORCONTR . I 18 PIPING ASFREEZE BURIAL STEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR ` JJJ I STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED I ( I UPON A 1/4"PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO 1111 {{{ CIVIL PRIOR TO BURIAL.. CALL ARCHITECT WITH ANY + +DESCREPENCIES. /) BUILDING 322223 SECOND FLOOR LEFT SIDE PLUMBING PLAN � , ` W � p [� SCALE: 1/4"= 1'-0" I Q i z LU D I - v/ � TOTAL LENGTH: 118 FT TOTAL DEMAND: 65 CFH 12 9 3 ._..__------.n.___! s J TOTAL LENGTH: 112 FT 4' CO _.._ - TOTAL DEMAND: 60 CFH t2 9 .__- TOTAL LENGTH: 91 FT 12 9 q ` � 9 i6 1 1 I.I.J TOTAL DEMAND: 60 CFH A .. 3 I P4.1 + 16 li o TOTAL LENGTH: 78 FTLu TOTAL DEMAND: 65 CFH 12 9 WC-1. TOTAL LENGTH: 34 FT r TOTAL DEMAND: 65 CFH 12 9 i p' co 4° Lu it 'FD-1 10 4"WCO-1 / f 1 1/4"CW I+ t + _- 1-1/4"CW ,:.1-1/2 -- _.,__._—_-------_�. . .. 5__4 ._1._1/2°CW2"CW .+ .2=N /•�r� Lj 10 2"EU_L f -' 10 2"FD 1 �� O �Z WC-1 WC-1 W/TP FLL LL oW 1 _ 4.5 2• 5 2' S 2° + o 4"GCO 1 .. ....a ,� �I -- ... r_'_111 - !F'____ r ( `� _ —�, DW i + b0 � ' I — �_— 1 � 1 II __. _ IIF W INV.EL.=2.0'BFF 10 2° m i 6 _ i 5 t 5 2" 8 + P0 W/TP.02 !i 2"wco-1 - PO.02 8 �`:^�_. Y P002 ( ��pS,D PROFfS ______ u�S I N IrY --------— i ��G f +i t + I f N T. S pS� 12-28-a7 ' ---+- ( REVISIONS: I I I CITY REVIEW 12/14/07 _ I I DRAWN BY: DATE: It CMY 8/07/06 !� I CHECI�D: JOB N0: 60 9TB 2006-02 SHEET NUMBER: BUILDING 322223 FIRST FLOOR LEFT SIDE PLUMBING PLAN � P2, 14-L SCALE: 1 4 = 1-0 e[k 6 L'©��U L, SHEET TtTLE: ENOIN=-ER8,PA. BLDG 322223 PLUMBING PLAN KEY NOTES: O CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. ' 1 O ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE o• o SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN �i i li 111 ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE v,• 0 0 FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER oo+ w a w ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. 4 h •o P4.1 16 6 2' -'-1._, i t�3 ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE t ---- . _ __.—. --- g + SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED f) ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF i 3/4"NG 3/4"NG i VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. 1/2"NO ('=== !�4 ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. COORDINATE WITH FRAMING.C sI - W/TP ESL I_ / I O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) _ :9 Tk ,/ 3"VTR i Ofi VENT PIPING FROM FLOOR BELOW,(TYPICAL) 7 2 O PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY. O U NATURAL GAS PIPINGDOWN TO WATER HEATER AT LIVING 1'6V"l _ _ 6 I �2 y ;y ROUTE PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. 2" 61 OW 1 h�1 2" 8 I I w �9 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED '- �VlB-1 - = i }YS,�- N SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. •C __ 3 VTR ___ _ -A - ) z 6 1-1/2" I -�- L---2"V- ---.-- --2"V--L- - - V-- J l F 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. It i -- ����•••--- -T--2"V-�TT •.-� 2 WH VTRINATED 10 2 FD-1 �� 2" - - ¢ TERMINATE OVER ADJACENT FLOOR DRAIN. SH-1 WC_1� " --._... PO.2 a �3", W�P WC-i I 1-1/2° 8 `� w Z d 1`!/ I, ' �1 i y ---_ -_2"y_--,--� 1-1/2 6 9Ll .. ' 11 C _ _ 3 V 1 > - -3 > .I I p V ENGRAVED PLAQUE STATING:VALVE. COLD WATER SHUT OFF -. �.., LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 1-1/2" 6 a LOCATION. L 1 � - 12 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON ti. _ i I +' +I„ HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. )'- -1 � Z W/TP �� dl -._II ",,,.✓'/ �' 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP .0 l .� --__. J 10 ,-I - .__.. '.___.,.. .'� IN Weil FRAMING TO WITHIN BUILDING-STRUCTURE. PROVIDE f1 4 I ),,,..�;,,, ---"`•r I "" �{ � ------ f-==�� v - / ' COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND 14 `\\\ 1-1/2" HEAD LOCATIONS. 2 I 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL UL©. P4.116 �I FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION Q 77 REQUIREMENTS WITH FRAMING CONTRACTORS. DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE 70 SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. -- ..------_ p FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4".ACTUAL i - -- SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION -.-- :-.-- -- _ - SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON - i WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE ---'+-- - WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS USTED BASED UPON A 1/4'PER FOOT SLOPE VERIFY CONNECTION DEPTH TO CIVIL PRIOR TO BURIAL, CALL ARCHITECT WITH ANY DESCREPENCIES. 0 C) BUILDING 323323 SECOND FLOOR LEFT SIDE PLUMBING PLAN SCALE: 1/4"= V-0" _j < UL > Z i I Ui CL TOTAL LENGTH: 103 FT TOTAL DEMAND: 60 CFH 12 9 4)s -..e__-..M-� .-�- -�_ - t i L"" TOTAL LENGTH: 93 FT 4" O -'-- - -----°.-'- _ -------���'--���' �"`•\\\ TOTAL DEMAND: 65 CFH 12 9 I i' l� //°1 J TOTAL LENGTH: 84 FT 4 "---I1 W/TP 1"9 BT_1 WH co�1�J TOTAL DEMAND: 60 CFH r•, --__ TOTAL LENGTH: 82 Fi �. 2 10 TOTAL DEMAND: 65 CFH 12 TOTAL LENGTH: 34 FT 12 9 „, � ----- TOTAL DEMAND: 65 CFH __ ,n W ' 2"WCO 1 T F� ii i i i f - O , ✓' 1d 5 4" I I �l 2"WC T - _ 2" g __ 75 1 i 1 10 4"y�(L 4" 5 ��? �i L1 WC-1 w 00 1 WB-1 i _ :1-1/2"CW Dw 1 CW Y� 2"OW *v✓ , - -__ a"wco-f _ z°wco_1 (s� w O -a'i // NIC-1 3 2• 5 2" LL HB_1 ✓ 1 _-_�_`1' . .. "r z"V 4"GCO-1 a :SS -- CD l .pj �� 1 10 - II BT 1 18 i I 5 - 2 i 2 2.WH 5 2. lYSr9=1 MO I � PO.02 2 8 ---------- I S,VEQED PRO, Ii -�- P�1 18I 112 i o l2-28-07 REVISIONS: ACITY REVIEW 12/14/07 i DRAWN BY: DATE: \ i CMY 8J07106 CHECKED: JOB NO: i /I/^^` STB 2006A2 i r ■�! '1^ (',� SHEET�NJUMBED: I L ��L\\\l\ Jam- r U � SHE 15 L BUILDING 323323 FIRST FLOOD LEFT SIDE PLUMBING PLAN EINIaySEE948,PA BLDG 323323 SCALE: 1 a =1-0 e�:> `" I Eroczoelanoxe PLUMBING PLAN eer..ieNw lT1W }n Q—)QQ6-0flC9 KEY DOTES: •_� � a ������ I I -M -"`"'-~'-��-"}� O CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO ti c g I I ° TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. t` a, I i i O ROUTE 1-1/2"COLD WATER UP IN UTILRY CLOSET.PROVIDE o SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN a' ry N ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE vi FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISK a N N ASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DIV 16. gi+ w ROUTE 1-1/4"COLD WATER UP FROM CRAWLSPACE. PROVIDE -- SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED ENGRAVED PLAQUE STATING: *APARTMENT COLD WATER SHUT-OFF f__•-___^ - 3/4"NO—II VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. 3/4"NG 1/2"NO O ROUTE NATURAL GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. _ 1/2"NO COORDINATE WITH FRAMING. ,I �..- 2" -�� SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) WC_i U,¢ V W/TP H ��•. ,�iI I i I __ _ O VENT PIPING FROM FLOOR BELOW.(TYPICAL) N ,.,. 3"VTR L 1 „{ ta. 11 2 P0.2 I _J� -, .s" O - 7 P K FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL cL I �I \ Jill AUTHOR w - I c+---I ( _ --- O ROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LIVING �_ems, x I � y I J I �� ..�_F' UNIT.PROVIDE CSA ISOLATION SOV,AND APPLIANCE CONNECTOR. LWj i 2".V 6 I'• �I 8 1- 2• -'".• .. ,� 6 2" I �'``.. - �....- I ''�"�" :. O GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED N f i WC 1 `" -_ I �R=1 _ I �. _ _ "'----y'1 SOV AND ROUTE PIPING TO INDIVIDUAL LMNG UNITS. Z I I -_-- *VTRj - f i _ - 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. L� " , J-_ fi 1-1/2" - __ P0.2 1!. ry WC-t3 S �• ; i-1/2" 6 _ �i(I —�. -*a- TERMINATE OVER ADJACENT FLOOR DRAIN. a z I - - I ; wet W �10 3• _ 4 2 l �11 -!I O a � 2"V / /pt . MARK WITH 2-COLOR LAMIN T I _,...._ _ COLD WAT o} t�- BT 1�. 'u-----a / I 2,V �-- ,� - V�- 3"VJ �.,/ �Iv -.- I�--_. ,T ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF \ JI 11 U c.� � _j \� ) - > ----w -- -- ' - - — - VALVE". LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 6 1-1 2 2"V-- _'__^'^----- COORDINATE GAS O HOUSEKEEPING PAD.REF R�TO MECHANICAL DRAWINGS. DRAWIN WITH GS.UN i (\ b.. ' ! .. 13 FlRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLERMAIN UP _ x-r - "" _ •.,,,- - I -- - �..-'•.'--_ '.,W-AI ;,AMINC TO WITHIN BUILDING STRUCTURE. .:- �e J-„ ---=---- -�_ COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND G) 3 ",,..."--'_—..___ mom• r" HEAD LOCATIONS. 18 _ 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL �u� P4.1 - ,_,_ _ - L FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION y � REQUIREMENTS WITH FRAMING CONTRACTORS. a ® 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO 1 ..,.-�. "•�P"�,-,�•.� ..--d _. _.- - EACH CLOSET LOCATION. 16 _� �� 4 �_ � SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH P4.1 APARTMENT. FIRE PROTECTION RISER,PIPING SIZE ESTIMATED AT 4".ACTUAL - ------ w SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN =-- COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION ` I — -----,-„- _ -. SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT CONNECTION ON BUILDING WALL,POST INDICATING VALVE LOCATE PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL CONTRACTOR. CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF ^ I - PIPING SYSTEM. MAINTAIN AT LEAST 6"BELOW FREEZE DEPTH FOR STARTING ED UPON A 1/ FOOT SLOPE. VERIFY INVERT. PER IPE OGE IN ELEVATION ONNECTION DEPTH LISTEDTO CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY DESCREPENCIES. O U BUILDING 323323 SECOND FLOOR RIGHT SIDE PLUMBING PLAN W I.- p SCALE: 1 4 = 1-0 QW j w O� TOTAL LENGTH: 103 FT I � .� 16 9 12 TOTAL DEMAND: 60 CFH I - _ _ _ P4.1 TOTAL LENGTH: 93 FT i ----�� .v`.--� 4 WCO 9 12 TOTAL DEMAND: 65 CFH r/1 111t B _ ,JJ 2"EQ_1 ' W - _ �.. ._ TOTAL LENGTH: 64 Fi W/TP I ' 4 9 12 TOTAL DEMAND: 60 CFH O m 8 WH C; O 1 I ! - TOTAL LENGTH: 82 FT - 9 12 TOTAL DEMAND: 65 CFH 9 10 i � _ �4-'--- 1 U uj WC-1 s 12 TmA TOTAL JD,. 65 CFFH �i Y 3 -14 p- 15 �� I I 2"WCO-1 13 -. 7-1/2 FP WC 1_. L_t \... I 5 DW 1 --L " 4" 5 �� ! 4"WCO 1 Z" 16 _ 2'YiCSL1 L1 V� 7 w �p�l,� 2"Cw IF 2-1/2 CW._� �_. .. 2-ij2' r We-, 2' �. --- Z 2 -'4, -:-, .. --a-� l 1:0 P"FD-1 I ""_" O /1 ...,.., L.A. r- O ,. - _ .,, " _..__._ N.J W/TP� ... � t 1-i/2"CW z (\/�-,.. 2"W 0 WC-1 10 W/TP- ` O r♦ -1 2 5 2 wCC-1 'I ow 1 '-- 4 _. JUL ____ ___ Yl/ L� 4 _. °SS _..._._ _SS. _......_ � �4"S 4"GCO_1 (. I > -=� ' 2 (TYP 2"WCO-1 g 2" 2.FD.L 10 �---`- NOTE: `VERIF ENTRY LOCATION OF DOMESTIC P4.1 16 W/TP WH 2 WATER AND FIRE SPRINKLER SUPPLY FOR 1 8 2 PO.02 EACH BUILDING AND ADJUST PIPE SIZING THROUGH BUILDING ACCORDINGLY. `�RF.D PROFEJ, _' ens g 1 N xx� __-_ __ I .r f 4. F ?ice I Q)s 1 rr r I -_ �G TF OF S� f V T. B PSti � f2-28'77 I REVISIONS: I QO CITY REVIEW 12/14/07 I -_ DRAWN BY: DATE: 2 OI CNY 8/07/06 4"GCO 1 N I CHECS� JOB 200"2 PO.02 SHEET NUMBER: V 18 (2.48°) 0 �'®�' ll o r li L SHEET TITLE: BUILDING 323323 FIRST FLOOR RIGHT SIDE PLUMBING PLANS EN(XNEERS.PA BLDG323323 KALE: 1/4"= 1-0 ' �. �"'�°°" °°� PLUMBING PLAN ,f 06TEA006xbdr.dwg • ��� 00 0 F._._.-._—..._.._�____._.__._..�_ - - V] N N IECC PLUMBING o 0 NOTES: $ a w I I THE FOLLOWING VALUES REPRESENT THE MINIMUM CODE I r I ! REQUIREMENTS AS OUTLINED IN THE INTERNATIONAL ENERGY ! CODE.REFER TO PROJECT SPECIFICATIONS FOR ACTUAL �_.��`'�•,.,,mac, _ !I I REQIREMENTS,WHICH MAY BE MORE STRINGENT. DOMESTIC COLD WATER-ALL SIZES-1/2'THICK 2. DOMESTIC HOT WATER(NON-RECIRCULATED)-ALL SIZES-1/2'THICK KEY NOTES: OCONNECT COLD AND SANITARY SEWR TAPS PRONDED BYTER CMLU SITE YUTILITIES CONTRACTOR.PIPINGRUTETO { - DOMESTIC WATER THROUGH ABS PIPING SLEEVE AT FOOTING TO IP I WITHIN ROOM AND UP. c ¢ I E { O PROVIDE 1-1/2"DOUBLE CHECK BACKFLOW PREVENTER AT WATER c { SERVICE ENTRANCE.MOUNT AT 48"A.F.F.ON WALL O3 ROUTE 1-1/2"COLD WATER MAIN WITHIN ROOF JOIST SPACE. I ROUTE NATURAL GAS SUPPLY UP WITHIN WALL TO ROOF JOIST SPACE. MOUNT ON BOTTOM CHORD OF TRUSS. SEE DETAIL. S -'---, - PROVIDE 1/2"NO BRANCH WITH AGA LISTED GAS SOV FOR $$ j --- -.-- _.-_._......-_.___---.._---_.__-_ _y € I CONNECTION TO FURNACE.PROVIDE APPLIANCE FLEX CONNECTOR AND MAKE FINAL CONNECTION. �V ° ol PROVIDE 1"NO BRANCH WITH AGA LISTED GAS SOV FOR I f1 )- ---------------- ----- ' "-- -"I CONNECTION TO CLOTHES DRYERS.PROVIDE APPLIANCE FLEX BT-1 CONNECTOR AND MAKE FINAL CONNECTION.ROUGH IN AT 12"AFF. tJ — 5 c 15 .f .) O SROUTEERVICE NKCONDENSATE DRAIN DOWN AND TERMINATE OVER 15�. .�.-, d - I r O ROUTE 1/2"NATURAL GAS PIPING DOWN EXPOSED,TIGHT TO WALL ❑ 66 + �� '� TO WATER HEATER.PROVIDE APPLIANCE FLEX CONNECTOR AND + MAKE FINAL CONNECTION. __ i � 15 .L � (�9 GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CS4 LISTED ED I I 5 — MAIN SOV. 14 I W 0 10 TRAP AND VENT 3/4'CONDENSATE DRAIN AT FAN COIL UNIT. 5 1"CW- 2 97 1/e III"" H u " TERMINATE OVER ADJACENT FLOOR DRAIN OR HUB DRAIN. 1"HW— 14:0 �--0 . 3 l PO.02 . .-..�_.).__.. 8 �C { HOT AND COLD WATER RIGID COPPER PIPING TO WATER L=ll - I 11 I g 16 I T�iII _ — 13 .._ 2' � _ ROUTE PIPING WITHIN WALL AT 12"AFF TO AVOID DUCT CONFLICT. ov 0 1 � O ROUTE 3/4"COLD WATER TO FREEZELESS HOSE BIBB. L.-I I 3 i WH 2 11 ( 13 2 PO.Oz I 5 _C, } I 3 Po.02 I 14 PROVIDE 1'COLD WATER AND 1"HOT WATER CONNECTIONS TO WATER HEATER. G 1"NG 1 NG ---' �I I , I 18 WC-1 i .@FP1 2 20 ' 15 ROUTE 1/2"HOT AND COLD WATER DOWN IN WALL TO FIXTURE. NOT USED. _ �.. - HB_i '. .4 II II i 17 NOT USED. L--------------------------- ROUTE 1/2"NG PIPING DOWN IN WALL TO CLOTHES DRYER. U PROVIDE APPLIANCE FLEX CONNECTOR AND MAKE FINAL I 1 3 I 1 I i CONNECTION. 1 . L� I �,..u. I IS PROVIDE HUB DRAIN AT PLATFORM OF WATER HEATER/FURNACE. � ( SEAL WATER 71GNT AROUND PIPE PENETRATION.INSTALL OPEN !._ I TRAPPED HUB AT 3"ABOVE PLATFORM FINISHED HEIGHT.MINIMUM _ --___„_,-.J HUB OPENING TO BE 4"WITH 2"TRAP. J BCO6VG{1�Uf�ITY BUILDING WATER & GAS PLUNdBFNG-PL-A{�k-__________.____._.._______._.______..__ _ � � 20 VERIFY INCOMING WATER PRESSURE AND IF REQUIRED INSTALL 1 1JORTM PRESSURE REDUCING VALVE TO REDUCE TO 50-65 PSI RANGE. •®d 21 CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF PIPING SYSTEM. MAINTAIN AT LEAST 6'BELOW FREEZE DEPTH FOR z STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED ui---- UPON A 1/4'PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO 0- -. ----------------_--_..-.___---_----_._.--'--._.__.---'-_------..__.._..._._..._.,_.,-� CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY i — — < I I DESCREPENCIES. I LI Z I Q� II w Q � I co D m I I I I I � I I I I � I I I 1 _ ------------------ ------- EIT-1 1 ' — — I e i 10 19, ft .�S,0.E ROfpSS f i ,, ors io I I -j I L- 1.25'DROP r � _ I I ✓, ,512 1 r 7-4'SS I 4'S 4 I 4°Sd�1 T 3'FID-1 �. - i 3 T22 121 1Z,_Z$-0J twt�� _ _ � r W/TP _ - --- 1 - I 2. REVISIONS: WH W/T �x 2 P0.02 I QO CffY REVIEW 12/14/07 W,F�1 7 I I W/TP -.=-:------ DRAWN BY: DATE: CMY 8/07/06 CHECKED: JOB NO: 1 II I� I STB 200'02 L.:.......,......-__.--_.__----__....__...,. ..__-._._._...___._.___._ _� I SHEET NUMBER: P2. 16 COfiffl�iUNl�'Y BUILDING !lil�STE �Z �lCNT PLUII(1I3 -- - I � �U WOI! ll W sHEErnTF: 7, PLUMBING FLOOR PLAN ENaNMr=RS•PA L � COMMUNITY BLDG SCALE 4: 1 = 1-o I raroea-aces PLUMBING PLAN NORT ae tsoe)aae-owa If OSTEA.006xbdr.dwg .3 N v1 g i I I KEY NOTES: M O CONNECT COLD WATER SUPPLY AND SANITARY SEWER PIPING TO TAPS PROVIDED BY CIVIL SITE UTILITIES CONTRACTOR. f f 2 ROUTE 1-1/2"COLD WATER UP IN UTILITY CLOSET.PROVIDE $ N N ------- - ----- --- ---� I O SHUT-OFF VALVE AND DOUBLE CHECK BACKFLOW PREVENTER IN ACCESSIBLE LOCATION.FIRE PROTECTION CONTRACTOR SHALL ROUTE ,. -- _ ;•---.�.- __ _ _ T, _ „�.,,_ FIRE SPRINKLER SUPPLY PIPING UP IN CLOSET.COORDINATE RISER IFTASSEMBLY LAYOUT WITH PLUMBING CONTRACTOR AND DN 16. 12'NG I+ - 1/2'NO O ROUTE 1-1/4'COLD WATER UP FROM CRAWLSPACE. PROVIDE i { 1/2"NO SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED IE 1/2'NG ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF f i i VALVE". COLD WATER TO CONTINUE UP TO 2ND FLOOR. f 1 I ' Nij I', �) 4 I O ROUTE OORDINA E AL FRAMING. GAS SUPPLY UP IN WALL TO ROOF JOIST SPACE. Li ip2-7 - O SANITARY SEWER FROM FLOOR ABOVE.(TYPICAL) f I VENT PIPING FROM FLOOR BELOW.(TYPICAL) i� O PROVIDE BACK FLOW PREVENTION DEVICE AS REQUIRED BY LOCAL AUTHORITY. _.....___.. 6 -.F- A ...- . OROUTE NATURAL GAS PIPING DOWN TO WATER HEATER AT LMNG ._ - 3"V__.—. UNIT.PROVIDE CSA ISOLATION SOV,AND APPL ANCE CONNECTOR. WC 1 I GAS SERVICE BY SERVING UTILITY COMPANY. PROVIDE CSA LISTED N{�,' - _,._ � -�--.I SOV AND ROUTE PIPING TO INDIVIDUAL LIVING UNITS. a r--�L-2"V--- - ",V. - --2'V--, i--3"V--7 -3"V--T' --2'V-- -=F-� ® P0,202 ' 10 TRAP AND VENT 3/4"CONDENSATE DRAIN AT FAN COIL UNIT. 3"VfR I 4"VTR- -- I::'.„„ > > + .-. > 19 ' 1/2' 6 TERMINATE AT ADJACENT WALL BOX. 8 •� 12"V II"--j _ I L ( 8 11 COLD WATER SHUT-OFF VALVE. MARK WITH 2-COLOR LAMINATED o "WB_l 2'V '� ENGRAVED PLAQUE STATING: "APARTMENT COLD WATER SHUT-OFF aUi BT_t ! ! S=T I VALVE LOCATE WITHIN HEATER CLOSET AT EASILY ACCESIBLE 2"E 10 LOCATION. «. ' 1 I 2" - IW� TI _ 12 COORDINATE GAS METER PLACEMENT WITH CONDENSING UNIT ON9 A 6') �- In HOUSEKEEPING PAD.REFER TO MECHANICAL DRAWINGS. iy 2' 8----- 14 10 W/TP 6 1-1 2 1-1�2'� 1-1/2'd `•'r�-�/2" 6 1-1/2" 14 11 - 6 1-1/2' 13 FIRE PROTECTION CONTRACTOR SHALL ROUTE SPRINKLER MAIN UP ' 11 I i IN WALL FRAMING TO WITHIN BUILDING STRUCTURE. PROVIDE L HEAD LOCATIONS.COMPLETE SHOP DRAWINGS SHOWING PIPE ROUTING,SIZING AND �Q Q ew 14 ROUTE NATURAL GAS PIPING DOWN IN WALL AND THROUGH WALL G P002 , - + FRAMING TO WATER HEATER ENCLOSURE. COORDINATE INSTALLATION ® 16 1 REQUIREMENTS WITH FRAMING CONTRACTORS. 7 - I P4.1 15 DOMESTIC WATER MAIN TO BE ROUTED THRU CRAWL SPACE TO o 16 P4.1 ji i EACH CLOSET LOCATION. -- 16 SEE PLAN P4.1 FOR ALL DOMESTIC WATER PIPING IN EACH APARTMENT. - - - I p FIRE PROTECTION RISER.PIPING SIZE ESTIMATED AT 4 ACTUAL SIZE SHALL BE BASED ON HYDRAULIC CALCS.SYSTEM SHALL BE IN COMPLIANCE WITH NFPA 13R AND PERFORMANCE SPECIFICATION I SECTION 15350 AND SHALL INCLUDE SIAMESE FIRE DEPARTMENT + y CONNECTION ON BUILDING WALL,POST INDICATING VALVE(LOCATE z + PER LOCAL FIRE MARSHALL REQUIREMENTS)AND ALARM BELL ON WALL INTERLOCKED PER NFPA. COORDINATE LIMITED CLOSET SPACE _17 WITH PLUMBING CONTRACTOR&ELECTRIC HEAT BY MECHANICAL H I CONTRACTOR. CONTRACTOR TO VERIFY FREEZE DEPTH FOR PROPER BURIAL OF TI PIPING SYSTEM. MAINTAIN AT LEAST 6°BELOW FREEZE DEPTH FOR STARTING INVERT.PIPE TO CHANGE IN ELEVATION AS LISTED BASED O UPON A 1/4"PER FOOT SLOPE. VERIFY CONNECTION DEPTH TO CIVIL PRIOR TO BURIAL CALL ARCHITECT WITH ANY 0 o I DESCREPENCIES. U PROVIDE ALL BOX DRAIN FOR TE FROM 20 W/4"COLD WATER UP WLSPACE. PROVIDE SHUTUJ ROUTE 1 Z SHUT OFF VALVE ON TAP TO UNIT,MARK WITH 2-COLOR LAMINATED 1 ENGRAVED PLAQUE STATING: "COMMUNITY ROOM COLD WATER BUILDING COM22 SECOND FLOOR PLUMBING PLAN SHUT-OFF VALVE'. ui —1 SCALE: 1 4 J= t-0 C Q z 1/2"HW 9 12 TOTAL LENGTH: 82 FT -....2"FD=1__.. WE TOTAL DEMAND: 50 CFH 4"NO / w/TP z"wco-t-. 'r "` -e_ ,� ...�.,_ �,.,......." .,.:..,s,,,, .,::... .. .^, M--: ...�. 9 12 TOTAL LENGTH: 92 FT,H-4 1 2'CTOTAL DEMAND: 50 CFH WH-4T3/ �6.s'I"7 v L�`:�.:: 20 ST - 2'V- TOTAL LENGTH: 20 FT 9 12 � 0 I 1/2"HW L_2 - 4 TOTAL DEMAND: ,40 CFH 1"CW 3/4"HW 3/4°CW �,. 3/4°HW ( P4.1 9 12 TOTAL LENGTH: 62 FT � w fQ"H -` N TOTAL DEMAND: 50 CFH OT m -_ .. 3/4'CW .I _~ /W 1 2" \ � 9 12 TOTAL LENGTH: 52 FT 1/2-CW 1 2- 3' \\ 5 4" TOTAL DEMAND: 50 CFH UJ Lzv_ --- - - -- - XCI f o . 0 n S 2 _ o o 4"W D KITC:hENET7'GE wC-I we--, Q � I 2. 5 2' 2" 5 I 2" 5 2"Wro t L�� \ 2' wB-I __-I , 5 2" L 5 P0.02 ..._ 2° IN L-1 02 _ Gco 1 19 i t0 �I BT_1 I DT ,_ 10 .I Dw t T� 4" - _.. LL {�qFITY p,,q 2" 5 f� z. 5 5 2J 2' __2 WCj 1 -,19 -.-�2° /Tp.... T 4}R S_1 I 18 I I'a®«I i - 3 5 2" I� 8 2' 5 I 2' 5 8 u U ~ --_J I ;---- -_--- 3/4"CW 1 /2"CW I 2"CW j t-1/4"CW i I 3/4"CW - 1D PROFFy,o 5112 or 13 k I 12-28'a7 REVISIONS: 4' I t N 7 17 Y— I ACHY REVIEW 12/14/07 U BFP-11 NOTE: VERIFY ENTRY LOCATION OF DOMESTIC ) V f WATER AND FIRE SPRINKLER SUPPLY FOR EACH BUILDING AND ADJUST PIPIE SIZING 'I' 18 2 0 Dfl WN BY: DOE: THROUGH BUILDING ACCORDINGLY. \'J—� V / CMY 8I07106 ///'" CHECKED: JOB NO: STB 2006A2 SHEET NUMBER 1 BUILDING COM22 FIRST FLOOR PLUMBING PLAN `O P2. 17 SCALE: 1/4 = 1-0 e l k h o r n SHEET TITLE: ENCUNEERS,PA BLDG COM22 PLB PLAN B,n.,m m(aoe,cceacac N V V 8 O Uj b O O rn y 3"VTR �l I 11 I 3"✓(R l�1 Li In �\ 1 c m I (L R I J 3" I I > I t =7 ) \ OLD 1 I I Eo Q 2'y` i i I I I 2 55 1 R ll 24"6 93 ✓< 1n E I✓o5��) • I 1 �� I I I � I I � i `` %ooFI�INE ✓<R 2"J t't/ I I I I t y I �Ir��/ R LL 1 I G RATION t Ep�IRER G t.t/2" / I I i I i i N I , ✓<R Jet > RA��PPE P5 R I J O I °� I V✓/iP 2"� �' 3" I � oP� 1 tom,/2�i'I I I I I I I I i I W n" CD0 z 1 I I 1 S 1 ✓<R! I 1 I 1 I w JLL I I 5 Q I I I 1 I \^S 4" I `. ( I I I ��. r I 2`�1P• ; W 2 Q� I I s 1 ��I I I y • I �/ v 55 I I 1 1 I 1 I I 4cr_ I 2" 4"55 'll I I I I I I y� Z >- t l l� / ✓<R J�1 I I I \_ I I i t't/2 J " 1 M N �/ I 2 i•� I `•y I l\ z I 1 LL Li I 1 b I I J " O co �/ / 2 I 1 1 1 1 I I I I ui 2` co Q I I i I Nl r R 2" M 2" LL LL Q 4"0 I I N \ I I I 2^ 4 I I I ICI 2"55 I i I "55 s1V'PE PROFEssi I 7 I 9 I � �q� I s5112z '1Jl 2" F 9TF OF L 'p I I fN i. BPS I' ISOMETRIC SIMILAR TO BUILDING 2F222F REVISIONS: 0 CITY REVIEW t 2/,4/07 1 i 2 I i 55 � /4" 2" DRAWN BY: DATE: i CMY 8/07/06 CHECKED: I JOB NO: (o S1B 2006-02 SHEET NUMBER: 1 1 SBLDG 2222 PLUMBING ISOMETRIC PLAN elkhorn P3.0 5 ENQNmpa P.a BLDG 2222 WtLSw*MLn p, PLUMBING semi..w.no ama I^^�01>9°6-00°1 ISOMETRIC yoo O Ol y `O O �O / I / I r q0a�6 I d , 3VIP ¢ 2b•55 I I DOP ES°� ,,gyp ER 255 , I 55 I VIP VIDE IN I�`) 12 , 3 PRO 6iN JR f rN ro I R°DF N 5.0' } 2 n 0",'WI 5 '� E��EPNO 5PRAS N0 0F fro PIPI FS ED , — VIS � I = I O IL) I I �I 4ss ss i I I \1 LlJ I-- 2" z / T CC I I II I J a I I i I r l i -P l ~ LLLL \\1 ��Q � � Z 2 5 1,,� ADS ,,/i w CL / l I I , I I I "Ile Q /� ' ` 1 I I ! I �1 I s U) fr J % / I i i I I 1 i 1 1 i 5 Lu a } 1 ' I � I - O o0 I 3•V� I i I 2 W Y I i I m rl' I O LL LL fill II I 1 \ I I F.D PROffS I ' o,51 2o s ov \Os T. D P 12—Z8 07 REVISIONS: QO CITY REVIEW 12/14/07 I , /4•ss DRAWNCMY: oATE8,'07/06 CHECKED: JOB NO: STE 2006-02 SHEET NUMBER: 2 BLDG 2332 PLUMBING ISOMETRIC PLAN (0 P3. 1 2 SCALE: NTS e l k h o r n SHEET TITLE: ENaNrrM PA BLDG 2332 PLUMBING ISOMETRIC BE�O`N h a a w R 24" � INOR pI5P1.) j 3° �R R�OfIOLN5 0" 3"vTR 1 IN 5 P1ON 000IREO I Np�p SpIPINO p5 > I \�RR5ET or I , I l m L\ c I � R 1 vfP � [ I I j I I� I lJ U L� r-77QC viR a^S II AT-lI S n'55 i 1 , S 0 Cn I —j I I I i `1 I i r/ S LL- I j �\>\ i I � I r 7 I I j j j I j I I 4"55 J ::) w 0 co 600, I I I I TP• I LLI Nu co I I, l I I Z I I , 4" I I I SSA�1 I I p I4 LL I I 4 ' S1 „J I r S1EPQ PROFfssi Syr I � 511 0 2"55 "55 2 2"S REVISIONS: S CITY REVIEW 12/14/07 � 5 5 DRAWN BY; DATE: CMP 8/07I06 CHECKED: I 106 NO: STB 2006-02 SHEET NUMBER: SLDG 4224 PLUMBING ISOMETRIC PLAN �,1\.^�� P3.2 SCALE: NTS Ik fl ,0r Ii SHEET TITLE: ENQllINl11E(11111ERB,PALL �l L SLDG 4224 PLUMBING mom..w es�w sDe)om aua ISOMETRIC 07 31 a� OO c � N N o a I I I I I I I I � � I vf1 OE�ow rn I I I l R Za' c oh, i � I I �� i.I''I ^ �R lit E NGlypi p6) ll � RO�RDINE N 5 3 I 'r` �7 \i R 0N5w P�pE I I E$ E 011 ENcf rRP1t RO PNOP N kP /� OPT' // II I I I Aj- \ I ' 1 I\ I I I IY, r\ �\\\\ �QD 13 fF. 55 3"ORA I I i I I i �R z A D o I I� � en SS I �lI I I II z� L„ q„ 1 #01. n G J WAY J � LL ui S I I I I �'� I I � I � i'� \ I t d ❑ z V)m w II I I I I O m �t I LJ � I ¢I m q"55 N I t I I I jl a°55 0 cr I I it i I I L SEEPED PROFfg�/ 112 r 2 J o v oP Q ti I W/1P I `fN i. BPS I /2-Z8°a7 t 0/ J�J I REVISIONS: QO CITY REVIEW 12/14/07 wo:ii 2" A 55 DRAWN By DATE: CMY 8/07106 Y " CHECKED: JOB NO: 55 (ro STB 2006-02 SHEET NUMBER: --------------- 1 BLDG 322223 PLUMBING ISOMETRIC PLAN P3.3 SCALE:NTS e l k h o r n SHEET TITLE: ENCWNEEM PA BLDG 322223 6 K BwjW L I p.taaq oea-oL¢a PLUMBING ISOMETRIC I, OD N N W W / I l 1 fR00 j h, I 2 I 1l NOP� o) m PROJIO1, I c E JIR ROh+ I I I I �/�/ROOF NN 5'0" l c 3 I J I �" 1P I J �+���s o • a Rp 0�5 R p DIRE \ 11 ON PIOG EO n �1E�5PI I I 0fE5 I \/ / / I t IP N/( 1 I ^55 9� I 1\r �R ��� I n ! e "55 �J I I •55 I I 5 I ro� ` t I 2 f 1 I JI ///ram i`J I J i kf55 2 I I11 I 5 2"N iP 3" 55 i I j I I I I I I I J 2I /� I I �• j j I I I �� I [`�I i 14' z /1 I I I L1'� I � a•5 I I I l� �� y^ I 1'tl I � I I I I I I A� I I I I I I I �I 5s JfR I jam'/ I I I n" uJ gs 2 I �R j 1r3"JIR z �JpGEN I`\\ j j i I AllLI"I J a^ � J 2N 13"�� I �`> (� I 1 I IL t.1/GENt i' I l I ; I I Z UJ .7 I I I I ��� j I \ I l I I I I I I I I z I I I tl I I I I �'^) J LLI v m \ 1. J co Q LL LL PRO I � F FfS ISs I �p� I I F 9rF oP k i /1p. I `FN T°ePS� r"' REVISIONS: I j Qo cIn REVIEW 12/14/07 2r Sg y 5 � DRAWN BY: DATE: CHECKED: JOB NO: 55 STB 2006-02 �O SHEET NUMBER: z^SS P3.4 BLDG 323323 PLUMBING ISOMET RIC PLAN SIC-*,%.h� SHEET TITLE:323 LDG 23 SCALE:NTS EN"NEESO,PA B PLUMBBINGIND PLU V ��, �„� I m csoel asa acao ISOMETRIC a'9orr KEY NOTES: o 0 Oj PROVIDE DISHWASHER CONNECTION KIT FOR WATER&WASTE. o a w O ROUTE 1/2•HW/CW BELOW COUNTER TO SINK/DISHWASHER. �° DROP TO FlRNRE FOR SIZING SEE ROUGH-IN SCHEDULE. DROP TO BT-1 &WC-1 WITH 1/2°CW. II APARTMENT SHUT-OFF VALVE. MARK WITH 2 PART TAG WITH VALVE CLEARLY MARKED'APARTMENT SHUT-OFF VALVE". E°. MOUNT IN ACCESSIBLE LOCATION BY WATER HEATER. FOR WATER HEATER INSTALLATION SEE DETAIL 2/P0.02. O FILLING W/°BLOWN-IN'rENT'ALL WATER PIPPING IN ATON.WITH BATT INSULATION PRIOR TO I i C! �.. I BT 1 O ~ G) t �` WC-1 WC-1 3/4 CW 3/4 L 3/4•HW � � o �1k — HW/CW 3 �L��r s- 1 �HW/CW P3U4 H _ ;NW 0 2D FRL.2N v L�J��L�y^�L..�1—G/✓/,•/—�fi YU�d' .k� II gg a3 O I ( 3LL `i i 1I III DW-' nrv/�d ,� 3/4° HW/Cy O _ - _-- - ---' - E i 5 I - D ffoi i I I I I I 1!i i 2 BEDROOM DOMESTIC WATER rl W SCALE:NTSwn P4.1 I I i I I DOMESTIC WATER 1ST FLOOR 5 3 BEDROOM TOWNHOME DOMESTIC WATER 1ST FLOOR 4 BEDROOM TOWNFIOME O SCALE: NTS p¢.1 SCALE: NTS P4.1 ' I ��• - ui = OC - _ W I � 1 j UJ co - 2 1 Vcw SHE W 1 - ( — -- lU _ _ I U— WC 1 1/2 Cw I - _..------- qv PROFFys/ Lli� - '� u o 1F SOP \ T BP Z _.�.-°,ate, --'— QO CITY REVIEW 12/14/07 _ I DRAWN BY: GATE: E CHECKED STB: JOB R: Q 200602 SHEET NUMBER: P4. 1 4 BEDROOM TOWNI SOME DOMESTIC WATER 2ND FLOOR 6 3 BEDROOM TOWNHOME DOMESTIC WATER 2ND FLOOR 4 ?Q� horn SHEET TME: SCALE: NTS p¢.1 SCALE:NTS pq.1 E:NOINEER9,PA BLDG 2222 3 BEDROOM DOMESTIC WATER 2 s.�Ke.„a. �,�,,,, PLUMBWG PLAN SCALE: NTS p4,1 Bob..Ie.M esloe B° 066'O°°° SYMBOLS KEYNOTES goo Oi HOMERUN TO LOADCENTER 'H' ON NEAREST BUILDING. t•a3 0000 rA6J PAD MOUNTED TRANSFORMER FUR NISHED AND INSTALLED BY UTILITY O INCLUDES AN UNSWITCHED LEG FOR THE RECEPTACLE AT `� Oo ew -- COMPANY THE PICNIC AREA. O3 ROUTE THRU TIME CLOCK/CONTACTOR ADJACENT TO THE •o a' �" D.111 POLE MOUNTED LUMINAIRE LOADCENTER. (SINGLE-LUMINAIRE) O CONFIRM EXACT LOCATION OF SIGN WITH ARCHITECT. DECORATIVE POLE AND LUMINAIRE ® LUMINAIRE DESIGNATION p JUNCTION BOX GENERAL NOTES A. LOCATIONS OF TELEPHONE AND TELEVISION SERVICE POINTS ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE INSTALLATION REQUIREMENTS WITH THE UTILITY COMPANIES AND INSTALL THE CONDUITS TO THE EXACT LOCATION AS SPECIFIED BY THE UTILITY COMPANIES. B. COORDINATE LOCATIONS OF TRANSFORMERS, UNDERGROUND m CONDUITS FOR ALL UTILITIES, ETC_ WITH THE WATER C AND SEWER EASEMENTS. 'C C N a I 1 c Q lil I I I -- I 1 'I I , — I I E3.o BUILDING 500 16y BUILDING2 Gam 2222 17�2 2223 I I C) I I �= - I I TTTi - I I I I BUILDING 400 I ''I ® ; PI / III PI BUILDING ama I I PI — u' 22 8 AWG Z --- �` -- I CO`1MUNITY I ! E3.0 I � ---- �I BUILDING 3 n cFcl _ Z Cud Q� J _ O ;-- J COMMUNITY - — Rmm — III II I LOADCENTER� 2 O a �. L /-- `A''~ \ E3.o u Ir e AWG Lam_ � W ---- c— — I ----—� -- ��— 0 CO FL w / I C-1(3) Z Y PLAY AREA I 11 CE3 42214DING Sam i�r PI L LL I II \ I ' L I , I'I . LL 7-I L } `7., 2323 BUILDING lam 323323 BUILDING 2ma D-� BUILDING 900 = 1 \ 2332 �j .993 2F222F 2 E5i�) s /z/2z( I E3.0 V�CF 'r ON A F PQQ� I III I I II I I ' I I -- REVISIONS: DRAWN BY: DATE: JPF 12/22/01 CHECI0:0: JOB NO: JPF 2006-02 ELECTRICAL SITE PLAN FA R R E N SHEET NUMBER SCALE: 1 20'-0~ Imm ENGINEERING, INC. ELEC.SITE ELECTRI CAL EN OI N EERB BOISE BOMB SHELTER SHEET TITLE: 6013 PHONE CURLING DRIVE, BDI6E, IDAH❑ B3702 PHO �. NEE O(28) 429-1309 FAX (206) 429-130B FARREN E NDINEE RING.COM PROJECT: ❑6-C 56 KEYNOTES Oi TO 120-VOLT RECEPTACLE CIRCUIT IN THIS ROOM. O N N U2 20A/1P RELAY. INTERLOCK EXHAUST FAN WITH FCU-4. EXHAUST FAN ON WHEN FAN-COIL UNIT IS ON. N ry a, y ^ 'o W LIGHTING SYMBOLS Ivr SINGLE POLE SWITCH AT 46" THREE WAY SWITCH AT 46" wi FAN CONTROL SWITCH AT 46" . Q a LIGHTING OUTLET AND LUMINAIRE CEILING OR WALL MOUNTED CHI LIGHTING OUTLET AND LUMINAIRE WALL MOUNTED. WITH EMERGENCY BALLAST r___1 FLUORESCENT LIGHTING OUTLET AND LUMINAIRE SURFACE MOUNTED FLUORESCENT LIGHTING OUTLET AND C LUMINAIRE, TWO LAMPS ON EMERGENCY C BALLAST. PROVIDE A SWITCHED LEG TO C THE AC BALLAST AND AN UNSWITCHED LEG O TO THE EMERGENCY BALLAST. d U EXIT LIGHTING OUTLET AND LUMINAIRE CEILING OR WALL MOUNTED E € O U U N F are LUMINAIRE DESIGNATION D1 � j U © OCCUPANCY SENSOR - CEILING MOUNTED g 1 SUBSCRIPT INDICATES TYPE QI OCCUPANCY SENSOR - WALL MOUNTED L ' SUBSCRIPT INDICATES TYPE Q OCCUPANCY SENSOR SCHEDULE DESCRIPTION MOUNTING COVERAGE MANUFACTURER NOTES - ® WALL SENSOR Wall Sensor Switch — _— IX1 1 Passive infrared,120-volt,adjustable time delay, +46„ 20'X 20' WSD W 1 OOMPJTER adjustable sensitivity [� UFICE z ROOM 103 WALL SENSOR PATIO z 2 a Passive infrared,120-volt,adjustable time delay, Wan Sensor Switch x2o'C�0 L�0 T12 O l � adjustable sensitivity,controls lights and e)haust +46" WSD-ZP-W t� fan independently. CEILINGSENSOR SFIE Sensor Switch Passive infrared,120-volt,360 degree coverage,tinre calling12 ft.radius l 1 ❑ CMR-9 svl 1 - ----- delay adjustable �� f (/ PCLIVING ROOM STORAGE NOTES: 0 V _ t S pt3 1, Or approved equal in Hubbell or Watt Stopper. C�) -- --- l — -- — W ZUJ o . I ENTRY 9f'1E to 01 J I gl 1 O Stl BEDROOM / ❑ ni, U_ 20l l—_ / IXI ILL S 1 WORKO1IT O z - � 9rl ROOM we 04 w 0- Q j — Z _ _, ---- DINING ROOM s19 IJ BATS li M L�L g ( 209 O M W � o El C F N O❑ M07y KI i�N KI�fiNEN o o 3 ❑ 0 1 1F N SI P W C7 O [Ell N 9F1 O O p 1 JAN. sl9 EF ry1 LAUNDRY ❑ s¢ ❑ ® 3 106 $19 i 1 110 UTILITYO O BATH F1 .___ ___. _-_ .__. _ ❑ gtE ❑ ❑ 206 O (D 210 Q O�❑ ❑ �X❑ $ ' y Sfl SrtE IL. O �❑ y HALL N ❑ U_ El109 WOMEN5 F 1 08 3 2 — i 0/1 ..__ 91I ❑ I S NEJ 10 AM BEDROOM BEDROOM 211 208 sacx.�-�,,sue.. \OVAL Lr� 993 �o OF N A F PQP REVISIONS: COMMUNITY BUILDING LIGHTING PLAN SCALE: 1/4" 1'-0" O. 2' a. OF,-BY: DATE, 4 D JPP 1242/01 CHEDEO: 101 NO: JPF 7006-02 FA R R E N SHEET NUMBER: ENGINEERING, INC. E1 E L E C T R I C A L E NO IN E E R S BOI5E BOMB SHELTER SHEET TITLE: 6170 W. CURLING DRIVE, BOISE, IOAHO 63702 COMM.BLDG 1 PHONE (208) 429-1309 LIGHTING FAX (206) 429-1 30B PLAN FARREN ENr3INEERINO.COM PROJECT: C6-056 --------------------------------------------- ---- TELECOM SYMBOLS KEYNOTES I goo � (2) JUNCTION BOX O SINGLE POLE SWITCH FOR CONTROL OF RANGE HOOD .:8 u1 h FAN/LIGHT. cOFDI 0 TELEPHONE OUTLET BOX AT 18" (UNO) O2 (2) 2" EMPTY CONDUIT FROM IRRIGATION CONTROLLER OUT v o 0 .24" EF 7a SINGLE-GANG BOX WITH SINGLE-GANG TO LANDSCAPE AREA. COORDINATE EXACT LOCATION WITH a 24 VAC COVERPLATE LANDSCAPE CONTRACTOR. (1) TELEPHONE PORT AND CABLE.ZT-7 Cq O HOMERUN A SINGLE CABLE TO THE UTILITY COMPANY'S TELEVISION OUTLET BOX AT 18" (UNO) TERMINATION BOX ON THE BUILDING EXTERIOR, PA-10 SINGLELAANG BOX WITH SINGLE-GANG COVERP (1) TELEVISION PORT AND CABLE. COMPUTER OPPIOE �+I ROOM 03 102 C-25 41� C-23 1 _ _ 213 POWER SYMBOLS LIVING ROOM ly' SINGLE POLE SWITCH AT 46" WORKOUT 202IV DUPLEX RECEPTACLE AT 18" ROOM OFCI ORWND FAULT CIRWIT INTERRUPTER DISHWASHER 01 NP D AL IATHEFPRJOF MALE IN USE C D 19POS ENTRY _ C C-21 81-5 0 SPECIAL PURPOSE RECEPTACLE AT 18" d 8 1 81-8 BEDROOM �R SUBSCRIPT INDICATES RECEPTACLE TYPE W 24•R RMsE,NE 14-MR AT 4F,7 24 VAC ®p "DRYER RECEPTACLE, NEMA 14-30R, AT 46 E _ o GFCI y I I DINING GROOM O JUNCTION BOX WITH BLANK COVER L® KITCHEN ' �=( OW DISHWASHER 05 _ 131-10 AE c C HALL _ MOTOR OUTLET I.0 «C-19 pa, B1-11 204 - Orel tit C-t7t OT THERMOSTAT OUTLET AT 54" FQ O // FCU i HP i 3 HALL C-11C-13(15 AG Ac o AC B1-16 1 /1 BATH / 109 SA 9 I I GFCI OF I AC 2 709 m +8 AC B1_13 KITCHEN GFC - Qr TRANSFORMER. 50 WATTS, 120-24 VOLTS. µp ~ MEN9 UTILITY OFCI GFCI C_ = 107 AC C-32 10 AWG 8 AWG AC SAFETY DISCONNECT SWITCH o 4" JAK B1-4(6) B1-17(19) GFCI 4 C-10 AO I06 81-15 B1 9 - BATH LAUNDRY ppC 210 WATT-HOUR METER Ll. --.. --- _- -_ - II0 aaB• �CI O B + '°]10 AWGC-12 _ AFC F +4 - MOUNTELIGHTID TOP.AT AND APPLIANCE' PANELBOARD FLUSH `� C-8 ----- - ._.._.. _---- -� Z N5 1 C-39 T r D + I08 10 AWG B1-� MECHANICAL EQUIPMENT DESIGNATION C-24(26) C-14 O O ' 10 AWG a +ae• B1-3 c-20(2' c-16(, > +4 aF / 10 AWG 10 AWG _ 0-4 (40) 3R/NF 81-18(20) 3R/ cFDI /C AC ABOVE COUNTER 30A/2P 30A/2P UNO UNLESS NOTED OTHERWISE NF Imp II II WP WEATHERPROOF WHILE IN USE O i --'--' i------"' +24. AFF ABOVE FINISHED FLOOR BEDR00 BEDROOM U --- ---- �� - CIRCUITING SYMBOLS 0 z Cu 28 MCA e19 MCA EQUIPMENT 3 240/1 z 240/ / UNLABELED CIRCUIT IS CONDUCTOR (EG) g J (2)12 - (1)12EG -N2" J / UNGROUNDED BEGINNING OF CONDUCTORS aLr_.11i�._ INDIVIDUAL LL CIRCUIT NEUTRAL (N) < z O CAPPED J ui PANEL HOMERUN. (3/4" MIN) 2 DOWN UP (3\\)12 - (1)12N - (1)12EG -/3/4" SIZE (AWG) NN QUANTITY L) a•� RACEWAY z Lu--------- -- '- m Lu OADC cocENTER C Q co VOLTS: 120/240,IPh.,3W MOUNTING Flash LOCATION:COMMUNITYBUILDINGINTEUOR G [MVAINS: 225A/2P Main Circuit Breaker AIC: 65K_ SOURCE: TRANSFORMER V W C Q F 2 - - �' C 1 USE p p' J ? p USE puj 1 2 20 Lights-Parkin Lot 2.00 c� 2.0 SPARE 20 1 2 p1r1 3 - 0.2 0.7 0.72 race s-janitor/toilets 20 1 4 c • ■ 5 1 30 Lights-Pl round 0.23 0.1 0,5 O.54 recaps-han 20 1 6 7 1 20 Lights-Baetior Bldg. 0,14 1.2 1.20 1 washer 20 1 8 9 I 20 rec s-kitchen 0,54 1.0 1.2 1.20 washer 20 1 10 11 1 20 microwave 1.00 1 8.0 1.2 1.20 washer 20 1 1 12 13 2 50 Range e,00 12 1.20 washer 20 1 14 15 - - - 1.2 5,0 s.0o diver 30 2 16 PC ONE LINE NOTES 17 1 20 dishwvasher/dis osal 120 0.7 - - 18 -^ 19 1 20 recaps-kitchen 0,72 0.9 5.0 5.00 dryer 30 2 20 LOAD LOAD 21 1. 20 .ceps•workout rm 0,90 0.9 CENTER CENTER 22 23 1 20 recaps-office oso Lt 5.0 3.0o dryer 30 2 24 81 O 0 GROUNDING ELECTRODE SYSTEM: 25 1 20 race ps-computer Loa 1 1 1 1 - - - 26 27 I 20 SPARE 5.0 1 5.00 dryer 30 2 26 )6 - METAL WATER PIPE 29 1 20 SPARE - 30 #4 - (2) GROUND RODS 31 1 20 SPARE 0,5 1 Oita recaps-laundry 20 1 32 )6 - FOUNDATION STEEL 33 1 20 SPARE SPARE 20 1 34 �^ ALSO BOND TO: 35 1 20 SPARE SPARE 20 1 36 37 1 20 SPARE 7.0 7,00 N6 - TV SERVICE BOX 39 1 30 FCU-4 1,70 1.7 CU-0 40 2 408 i N6 - TELEPHONE SERVICE BOX COLUMN TOTALS TOTAL CONNECTED LOAD KVA o.o 51x.7.5 AMPS: 214.5 102 za s.a 2a.9 '. � n O PROVIDE LUGS APPROPRIATE FOR CONDUCTORS USED. VONAI pt,_ n n NOTES 1.Provide HAC2 cucuit breaker on 39,38(40). •99�7 n3 PAD MOUNTED TRANSFORMER - - - N AND PAD BY _ GENERAL NOTES F UTILITY CO. t00A 225A __ _ 400A 2P 2P � A. ALL CONDUCTORS STRANDED COPPER. �N P• 2P M 125A M 225A B. ALL UNDERGROUND SERVICE ENTRANCE CONDUITS SHALL BE 1 � I SOCKET SOCKET SEALED IN ACCORDANCE WITH N.E.C. 230-8 AND 300-5. GROUND L _ NEUTR -T J - - TO PROVIDE SERIES RATED SYSTEMS OVERCURRENT DEVICES REVISIONS: AND ENCLOSURES WILL BE LABELED AND IDENTIFIED AS -�--f-) -- UG/S - 2 SERIES RATED, THE OVERCURRENT DEVICES SHALL BE AIC RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL UNDERGROUND PRIMARY (1) 4" CONDUIT (SCHEDULE 40 PVC) 1 EQUIPMENT, BY UTILITY CO. EACH WITH (3)50O KCMIL DRAWN BY, DATE: JPF 12/22/01 METER STACK - COMMUNITY BUILDING CHECKED: JOB NO: 65</A,CVDLT, ,m, 3W COMMUNITY BUILDING POWER PLAN W= FARREN SHEET NUMBER. SCALE: 1/4" = ,'-o" D BENGINEERING, 2 ELECTRICAL ENC31NEER5 E1.2 ,„1' 4' 10, BOIBE BOMB SHELTER SHEET TITLE 600 W. CURLINB DRIVE, BOISE, IDAHO 83702 COMM.BLDG PHONE (208) 429.1309 POWER FAX (2136) 429-1308 - PLAN FARRENENOINEERINI3.COM PROJECT: 136-058 TELECOM SYMBOLS KEYNOTES JUNCTION BOX HOMERUN A SINGLE CABLE TO THE UTILITY COMPANY'S '.Y V TERMINATION BOX ON THE BUILDING EXTERIOR. CONNECT TELEPHONE OUTLET BOX AT 16" (UNO) ALL NTERIOR OUTLETS TO THIS SAME CABLE. o6 .6 SINGLE-GANG BOX WITH SINGLE-GANG a COVERPLATE (1) TELEPHONE PORT AND CABLE. '" m Q I TELEVISION OUTLET BOX AT 18" (UNO) ' SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. C2-38(40) I OA,WG p0 - �i POWER SYMBOLS TECH 3R/ IF r- �..- I AWG ('sI FAU LH *4B" * r I� SINGLE POLE SWITCH AT 46" '�. ct DUPLEX RECEPTACLE AT 18" N LOADCENTER C2 CFC, CRdRC FAULT CIRCUIT INTERRUPTER p]GMYASHER Q) 5<1 - D DISPOSAL MH ILE IN USE C2-36 � VOLTS 120/240,IPh.,3W MOUNTING Flush IACATION'Comsnnnih�Bldg 22 o msFosv.. , o to MAINS: 150A/2P Main Circuit Breaker AIC: 22K SOURCE: Transformer - v O USE USE `' v SPECIAL PURPOSE RECEPTACLE AT 18" d $ �R SUBSCRIPT INDICATES RECEPTACLE TYPE R RANGE,-14-60R AT 24- E Tech Room 20 1 2 Jr tp 20 UtWa Room 1.2 0.1 to 0.8 ® DRYER RECEPTACLE, NEMA 14-30R, AT 46" � E 471, A 10 t tp t 3 1 20 Washer 1'2 03 0,5 1.2 ..6 onoroneRoom 20 1 4 t✓' i � ® 5 I 20 Washer 1.2 0.3 0,7 1.2 t.o 0 0 � Commumro Room 20 1 6 �,� \ 10 7 2 30 er 5.0 0.5 5.0 0.5 Common h Room 20 1 S W2 ) t� ) 9 - - 0.3 0.2 0.3 144yav 20 1 10 O JUNCTION BOX WITH BLANK COVER N �� ADO 1n ilnrr. 5.0 5.0 -➢--- 20 1 12 U nw I)I SH1ASHER J nni a @9 �4 4 �,�-'i i�� O O 13 - - SPARE 20 1 14 r1111.c ,I]5 1 2U Refiia�erator 7.0 1.0 SPARE 20 1 16 19. 17 1 20 Kitchen rece 0.�1 0.a SPARE 20 1 18 MOTOR OUTLET „KITGNENETTE 19 1 20 Dishwasher/Dis oser 10 10 SPARE 20 1 20 [ EXCERCISE 21 1 20 Mxrowave/hood 1.0 1.0 SPARE 20 1 22 T L 5 23 2 40 Cookto 8.0 8.0 SPARE 20 1 24 O THERMOSTAT OUTLET AT 54" •Q 3 rtI, g 25 - - SPARE 20 1 26 I77 27 BUSSED SPACE BUSSED SPACE 2S - L - �T TRANSFORMER. 50 WATTS, 120-24 VOLTS. 29 BUSSED SPACE BUSSED SPACE 30 31 BUSSED SPACE BUSSEDSPACE 32 33 BUSSED SPACE BUSSED SPACE 34 ste 35 BUSSED SPACE 1.7 1.7 Furnace 20 1 36 SAFETY DISCONNECT SWITCH CCMMUNI Y R O� 37 BUSSED SPACE a.0 4.0 Cc densin Unit 20 2 38 39 BUSSED SPACE - 40 COLUMNTOTALS G.o 5.7 1t.o 0.7 3s 124 WATT-HOUR METER TOTAL CONNECTED LOAD KVA: 33.6 AMPS: 139.8- LIGHTING AND APPLIANCE PANELBOARD FLUSH MOUNTED, TOP AT 78" B MECHANICAL EQUIPMENT DESIGNATION R� IIII III�II'III1�-tIL'1�- e B AC ABOVE COUNTER rT tt116 _ - -. Q,-,dp6 -- J UNO UNLESS NOTED OTHERWISE W WEATHERPROOF WHILE IN USE AFF ABOVE FINISHED FLOOR Uj CIRCUITING SYMBOLS EQUIPMENT Uj UNLABELED CIRCUIT IS GROUNDING - (2)12 - (1)72EG CONDUCTOR (EG)- " UNGROUNDED - ! BEGINNING OF CONDUCTORS _ INDIVIDUAL /L'1PL"e . CIRCUIT NEUTRAL (N) CAPPED d YYY J PANEL HOMERUN. (3/4" MIN) DOWN UP (3)12- (1)12N - (012EG -////3/4" SIZE QUANTITY RACEWAY g� cn D Uj Uj 0 Uj _ LOAD LOAD PG ONE LINE NOTES LOAD LOAD LOAD CENTER CENTER p CENTER CENTER CENTER 8 'C2' B B 8 �j GROUNDING ELECTRODE SYSTEM: Yo- METAL WATER PIPE #4 - (2) GROUND RODS Yo - FOUNDATION STEEL � 7 .mW. ALSO BOND TO: -- w `I #5 -TV SERVICE BOX - #6 - TELEPHONE SERVICE BOX - •\ ,SAL .r a a n ro O2 PROVIDE LUGS APPROPRIATE FOR CONDUCTORS USED. ST M M M y PAD MOUNIM TRMSFORMER- r-- - - - - - - - - - T - - - P8993 MD BYITY I I I I I ,00A 750A GENERAL NOTES �0 �7 �= _ I 100A. 100A ,100A 1 400A I 2P 2P H A F PQQ I I 2P cP /2P /2P I M 125A M 150A I A, ALL CONDUCTORS STRANDED COPPER. I A 125A f 125A 125A SOCKET SOCKET I I M M M B. ALL UNDERGROUND SERVICE ENTRANCE CONDUITS SHALL BE SOCKET SOCKET SOCKET R UND tEU RAL SEALED IN ACCORDANCE WITH N.E.C. 230-8 AND 300-5. REVISIONS: 2 TO PROVIDE SERIES RATED SYSTEMS OVERCURRENT DEVICES --$- ----- --- UG/S -- AND ENCLOSURES WILL BE LABELED AND IDENTIFIED AS COMMUNITY BUILDING 2 ELECTRICAL PLANS IM UNDERGROUND PRARY SERIES RATED, THE OVERCURRENT DEVICES SHALL BE AIC BY UTILITY CO. WITH {3)JO IT (SICHEDULE 40 PVC) t RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL IL EQUIPMENT. SCALE: 1/4" = 1'-O" _ _ 0' 2' 6' t' 4' tp' DRAVM BY: DATE: METER STACK - COMMUNITY BUILDING H2 JFF 12)2201 120/240 VOLT, 16, 3W CHECKED: JOB NO: 65K AIC JI'F 20M-02 EFA R R E N SHEET NUMBER: ENGINEERING, INc. FELECTRICAL CH E1.3 EN IN EERB BDISE BOMB SHELTER SHEETTITLE: 600 W. CURLING DRIVE, BDISE, IDAH❑ B3702 COW BLDG#2 PHONE (20B) 429-1309 ELECTRICAL FAX (208)429-130B PLANS VAR EN ENGINEERING.COM PROJECT'; 06-OSB KEYNOTES 1D CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. 2O SWITCH FOR RANGE HOOD FAN/LIGHT. J/ N N HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES '` a TERMINATION BOX ON THE BUILDING EXTERIOR. O NOT USED. O DRYER BOOSTER FAN ON FIRST FLOOR UNITS ONLY. ACCESSIBILITY REQUIREMENTS _� __ _— ,� _____ — A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS LISTS), PER THE REACH RANGES SPECIFIED IN THE FOLLOWING DOCUMENTS: 01 , 1 Oj FAIR HOUSING ACT REGULATIONS ' CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 W d stt s7t UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C L SECTION 4.2 .0 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) B-3 A117.1 SECTION 308 Q AMERICANS WITH DISABILITIES ACT B-a 1 1 ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. ; 0 0 °° GFDI +46" B o o DESIGN CRITERIA'+7--- - 7_* SF1 B-1709) B-16 I p 8 AWG B-7 B-4 I. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE O 3 C� - ----- �FCI - +4- -_ -- OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT L cm B-1l ,B-13 r^, GFCI TYPE, PER NEC 210.8(A)(6) 6" ` p� . AAUUfA- $12 _- � 12 AC L _ O Q G CI IF C O � POWER SYMBOLS 1U, SINGLE POLE SWITCH AT 46" CH1 B-10 B-g O4 TWO POLE SWITCH AT 48" DUPLEX RECEPTACLE AT 18" (UNO) 1 GFCI GROUND FAULT CIRCUIT INTERRUPTER IMP WEATHERPROOF WHILE IN USE DI M MICROWAVE AT+60" DININCs ROOM O DISPOSAL IZ3 C-] R RANGE RECEPTACLE, NEMA 14-50R, AT 24" ,C DRYER RECEPTACLE, NEMA 14-30R, AT 46" \ — O ❑" DOORBELL PUSHBUTTON AT 46" C [T] DOORBELL TRANSFORMER r------- .� - `- L _ - ��11 s2 DOORBELL CHIME AT 82" 1----- 05 JUNCTION DI WAHEATERITH BLANK COVER 1 E 1 ci L W! DISHWASHER Li.,4 MOTOR OUTLET AIR CONDITIONING DISCONNECT SWITCH g � J BRANCH CIRCUIT LOADCENTER FLUSH MOUNTED, TOP AT 78" LL EF MECHANICAL EQUIPMENT DESIGNATION ' Z AC ABOVE COUNTER (D 6 LIGHTING FLAN - TWO BEDROOM POWER PLAN - TWO BEDROOM TELECOM PLAN - TWO BEDROOM UNO UNLESS NOTED OTHERWISE � Z i;FlLEE: 1;4' - 1'-0" SCALE: 1/4" 1 0' SCALE: 1/4" = 1'-0 c. V - 6 2' 6 LIGHTING SYMBOLS Li cp ;�s® _.__.. 0 2' e 1. �vr SINGLE POLE SWITCH AT 46" m I? THREE WAY SWITCH AT 46" CEILING FAN CONTROL SWITCH uj FLUORESCENT LIGHTING OUTLET AND r n L_J LUMINAIRE cFs LUMINAIRE DESIGNATION ` TELECOM SYMBOLS 0 JUNCTION BOX U- TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE. P{ TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. VONAL 9 7Z�0 vCN OF P �2 REVISIONS: DRAWN BY. DATE: JPF GR4/01 CHECKED: —NC: 2CM-02 FA R .C. N SHEET NUMBER: ENGINEERING, INC. 2-BEDROOM ELECTRICAL EN G INEERS BDISE BOMB SHELTER SHEETTITLE: 600 W. CURLING DRIVE, BOISE, IDAH❑ 63702 PHONE (20B)429-1309 FAX (208)429-1 305 FAr:RENENGINEERING.COM "-"F PROJECT: 06-055 KEYNOTES goo o (1 CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. m m o G N N O SWITCH FOR RANGE HOOD FAN/LIGHT. O HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES a a nt TERMINATION BOX ON THE BUILDING EXTERIOR. .o OPER ANSI A117.1 - 1998 SECTION 1004.5: FURNISH AND INSTALL DOOR CHIME IN EACH ACCESSIBLE AND SENSORY DEPRIVED DWELLING UNIT. NUTONE BUILDERS SERIES CD-15-WH WITH CHIME, TRANSFORMER AND LIGHTED PUSHBUTTON. �5 DRYER BOOSTER FAN ON FIRST FLOOR UNITS ONLY. ACCESSIBILITY REQUIREMENTS A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, , THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS LISTS), PER THE REACH RANGES SPECIFIED IN THE FOLLOWING DOCUMENTS: II Li Ii I,, 'i i li j O it II ij li lei FAIR HOUSING ACT REGULATIONS 1 it ICI 1 I� lI i� CODE OF FEDERAL REGULATIONS (CPR) TITLE 24, 100.205 ' I II II it n II � sit I� ii sit ij �i I; III UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) it I� li {I li SECTION 4.2 C III ii ii C AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) _ r A117.1 SECTION 308 d s U B-3 �J AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. U U 4) y J�u� SDI G`` /B o DESIGN CRITERIA L'Em. AVy tY B-Y _ sFt 8-17(tD) B-15 Q - ----- 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE ': 3 s fin OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT GFCI 1 B t to 20111 GFCI TYPE, PER NEC 210.8(A)(6)A FIR Q - S12 -__. t �I�, D1 B Z 8-13 a-11 Ili ----- 2 1J AC CI II ��_J D o GFG --- _ ______= POWER SYMBOLS A �— — .a J-__c Ivt SINGLE POLE SWITCH AT 46" B-B 0 TWO POLE SWITCH AT 46" C I� B-10 r DUPLEX RECEPTACLE AT CIRCUIT (UNO) MCI GROUND FAULT AT VIHILE INTERRUPTER 1NP WEATLEp+R00F WHILE 1N USE DI'IING^:OOI". D DtSPOSAL I33 �R RANGE RECEPTACLE, NEMA 14-50R, AT 24" _ O (� ®D DRYER RECEPTACLE, NEMA 14-30R, AT 46" WBt O 0 DOORBELL PUSHBUTTON AT 46" DOORBELL TRANSFORMER DOORBELL CHIME AT 62" — --� Q JUNCTION BOX WITH BLANK COVER - OW WATER HEAT RA J WH WATER HEATER MOTOR OUTLET u J coy AIR CONDITIONING DISCONNECT SWITCH - BRANCH CIRCUIT LOADCENTER FLUSH MOUNTED, TOP AT 78" LL MECHANICAL EQUIPMENT DESIGNATION @ems L _j u' - AC ABOVE COUNTER LICAHTING PLAN — TWO BEDROOM ACCESS! LE POWER �._AN TW i BEDROOM ACCESSIBLE TELECOM PLAN ` W EEDRO MACCESSIBLE UNO UNLESS NOTED OTHERWISE SCALE: 1/4" = 1'-O" SCALE: 1/4" = 1' 0" rA 11 z s o z' 11 SCALE: il4" 1'-0" e V @ =mil _ _.— 0 2 s - o f a• 1' -a' LIGHTING SYMBOLS D mc i' 4' 10, wr SINGLE POLE SWITCH AT 46" C kjr THREE WAY SWITCH AT 46" CEILING FAN CONTROL SWITCH FLUORESCENT LIGHTING OUTLET AND LUMINAIRE - cPz LUMINAIRE DESIGNATION = TELECOM SYMBOLS Q JUNCTION BOX �t- p TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE. a{ TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. \s y 3 a' Z ° �r REVISIONS: DRAWN BY: DATE: CHECKED: JOB NO: JPF 2006.02 -'-> FA R R E N SHEET NUMBER: ENGINEERING, INC. 2-BED ACCESS ELECTRICAL ENISINEERS BGISE BOMB SHELTER SHEETTrtLE: 600 W. CURLING DRIVE, BGISE, IDAH❑ B3702 PHONE (2OB) 429-1309 FAX (20B) 429-1308 FARREN EN MINE E RIN G.GOM PROJECT: 06-❑SB a KEYNOTES m o0 0 O1 CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. O SWITCH FOR RANGE HOOD FAN/LIGHT. o 0 O HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES ;. o N N 0 TERMINATION BOX ON THE BUILDING EXTERIOR. fA ! I I `-- l V ACCESSIBILITY REQUIREMENTS I I ill I. II li III (1 ;I it A, LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, II it THERMOSTATS, AND OTHER CONTROLS SHALL BE INSTALLED li IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS II II LISTS), P THE REACH RANGES SPECIFIED N TH LIS PER RE GE ECI I 1 E ), sts sts � I FOLLOWING DOCUMENTS: �I li B7-3 FAIR HOUSING ACT REGULATIONS 3 B1-s CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 - t L m UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) cFct M AG 'Bi' — �O00 SECTION 4.2 C1GCGFCI Bl-T WH AMERI CAN NATIONAL STANDARDS INSTITUTE (ANSI) O O O -- A117.1 SECTION 308 a $ Bi-aS5> B1 19CAWG 61-15 lJ 1N//1 ��et-i2 III, AMERICANS WITH DISABILITIES ACTCAT o 1/4 HP O G�nlc ) ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. A � o Ct7 / ti 11 BOW Bt-5 ___ ___ BIt / B7-13 81-11 °`� - - e a " DESIGN CRITERIA o Y AO 2 CFCI � - L � V ILZxA 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE �+ 3 OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT k - 3 e Bt-10 -------� -- ----- GFCI TYPE, PER NEC 210.8(A)(6) -------- __._______—_. �_-------_ ------------ POWER SYMBOLS cN, r O �r SINGLE POLE SWITCH AT 46" ja TWO POLE SWITCH AT 46" O1 - DUPLEX RECEPTACLE AT 18" (UNO) B1-5 GFCI GROUND FAULT CIRCUIT INTERRLPTER IMP WEATHERPROOF WHILE IN USE M MICROWAVE AT+80' WP DI-8 D DISPOSAL O St2 GFCI I Cf2 ®R RANGE RECEPTACLE, NEMA 14-50R, AT 24" O �D DRYER RECEPTACLE, NEMA 14-30R, AT 46" O - El DOORBELL PUSHBUTTON AT 46" e-== jI DOORBELL TRANSFORMER DOORBELL CHIME AT 82" - ct O JUNCTION BOX WITH BLANK COVER DW DISHWASHER WH, WH WATER HEATER E �__� MOTOR OUTLET u AIR CONDITIONING DISCONNECT SWITCH _ LLA F— Q . FLUSH HMOUNTED, TOP CIRCUIT DATN78R ___ cr LL IF— Z � MECHANICAL EQUIPMENT DESIGNATION f AC ABOVE COUNTER < O/ UNO UNLESS NOTED OTHERWISE . f LIGHTINGFREE POWER PLAN THREE BEDROOM TELEX PLAN - THREE BEDROOM >_ SCALE: 1/4" l'-O" SCALE 1/4" i O" SCALE: 1/4 1 -0" Ury 2• 6• G• 2 5 D 2• B• LIGHTING SYMBOLS - D Ivy SINGLE POLE SWITCH AT 46" Ivy THREE WAY SWITCH AT 46" I� CEILING FAN CONTROL SWITCH uj FLUORESCENT LIGHTING OUTLET AND LUMINAIRE >a cFs LUMINAIRE DESIGNATION TELECOM SYMBOLS ti— Q JUNCTION BOX C7 TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEPHONE PORT AND CABLE. 01 TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG COVERPLATE (1) TELEVISION PORT AND CABLE. —1 g\OML %ST �9 3 OF ON A. F PPP REVISIONS: DRAWN BY: DATE: JFP nm/0'I CHE—D: JOB NC: EN SHEET NUMBER: Nl, I FBI E I N G, INC. 3-BEDROOM ELECTRICAL ENGINEERS BOISE BOMB SHELTER SHEET TOLE: 50O W. CURLING DRIVE, SOISE, IDAH❑ E13702 PHONE (20B1429-1309 FAX (208 429-130B FARRENENGINEE RING.COM - PROJECT: ❑6-❑SB CONNECT TO RECEPTACLEKEYNOTES O1 THIS ROOM. inoo � $o j N N U2 SWITCH FOR RANGE HOOD FAN/ LIGHT. O HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES rn N N TERMINATION BOX ON THE BUILDING EXTERIOR. s1z sIx ACCESSIBILITY REQUIREMENTS A, LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, THERMOSTATS, AND OTHER CONTROLS SHALL BE '!------- IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS -� ---- - FOLLOWING DOCUMENTS. RANGES SPECIFIED IN THE _ ___ __ -- --------- r - -- --- -__-� FAIR HOUSING ACT REGULATIONS - - - — CODE OF FEDERAL REGULATIONS TITLE 24, 100.20 I � d ( FR) C 5 ------ �. � wll _ - -� Al -I �i �4 UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) C _ _ I i SECTION 4.2 G .__ O AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) .i \ / Ai17.1 SECTION 308 d t `'I \ / j\ AMERICANS WITH DISABILITIES ACT -... — — r ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. I --- --1i„1i IiIll � AIL -- ( II DESIGN CRITERIA x - --- I 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT GFCI TYPE, PER NEC 210.8(A)(6) c L POWER SYMBOLS SINGLE POLE SWITCH AT 46" -- --- -- kF'r TWO POLE SWITCH AT 46" I DUPLEX RECEPTACLE AT 18" (UNO) — ® CI WP WEEATIERPROOF MILE FAULT CIRGU IN[�PIER — __________________ 4 MI D CROWAVE AT+60" es T — — — — F SPO6AL DI 1 -------------------- ___ -------------�- _ ®R RANGE RECEPTACLE, NEMA 14-50R, AT 24" '' •" — _I — __ DRYER RECEPTACLE, NEMA 14-30R, AT 46' _ "-=---- may, O DOORBELL PUSHBUTTON AT 46" DOORBELL TRANSFORMER Q DOORBELL CHIME AT 82" LIGHTING PLAN o THREE BEDROOM TOWNHOUSE POWER PLAN - THREE BEDROOM TOWNHOUSE TELECOM PLN'J - `T IREE BE ,C)OM - 1(fV�1H0U3E O JUDW DON�BSOHEXRWITH BLANK COVER uj � SCALE: 1/4 1'-0" SECOND FLOOR SCALE: 1/4" = 1 0 0 2' 6' SECOND FLOOR SCALE: 1/4 1`-0" s maM1 WH WATER WATER o' 2' s SECOND FLOOR - 1. .__ ° z- °„ __ MOTOR OUTLET <- c ,/ryy 1 4' 10' 1 4` 10' QJ - AIR CONDITIONING DISCONNECT SWITCH "J ` --- BRANCH CIRCUIT LOADCENTER Q FLUSH MOUNTED, TOP AT 78" u- r� - MECHANICAL EQUIPMENT DESIGNATION -�— -- � I O AC ABOVE COUNTER UNO UNLESS NOTED OTHERWISE sn 1 C � !I i, W cr - - LIGHTING SYMBOLS Al iur SINGLE POLE SWITCH AT 46" m 1 ''R — At t2 THREE WAY SWITCH AT 46" I i 46` Al-7 u O It A AWG) D cF I CEILING FAN CONTROL SWITCH uj z O �I n _ 3 �J At-le GFct FLUORESCENT LIGHTING OUTLET AND 1 /1 Al-11 LUMINAIRE 1 3 G I AI-9 L cFz LUMINAIRE DESIGNATION 0 ______; ____ At- _ _ _ __ ___ _ ---- .___._. 13 ans TELECOM SYMBOLS 1 I O O F ° O 0UL O JUNCTION BOX D_ it 0 0 it c 00 R s1x cFsl - B AN 17 TELEPHONE OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG w - .-_______ COVERPLATE O (1) TELEPHONE PORT AND CABLE. V' TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANG BOX WITH SINGLE-GANG a1 WP COVERPLATE O GFCI Al-B (1) TELEVISION PORT AND CABLE, O VONAL set 1ST 3 p 93 O VOh d �2 WP A F PP GFCI M91 REVISIONS: DRAWN BY: DATE: JPF 12/I4/01 CHECKED: JOB NO: Ir KAI CPN.a L H I. .- E BEDROOM TOWNFIOUSE POWER PLAN - THREE BEDROOM TOWNHOUSE TELECOM PLAN - THREE BEDROOM TOWNHOUSE t�pp ®®®®C^5y,�� SHEET NUMBER: ;3CAL 1/4" 1'-O" FIRST FLOOR FA.PR AR E Imo", SCALE: 1/4" - 1'-O" FIRST FLOOR SCALE: 1/4" - 1'-0" 0 2 s' 0. 2' s' - FIRST FLOOR ENGINEERING INCH 0' 2' 6' ELECTRICA L E N 13 IN E E R S 3 BED TOWNHOUSE 1' 4' 10, 1' 4' 11' - SHEET TITLE: 1' 4' 70' BOISE BOMB SHELTER SOO W. CURLING DRIVE, BOISE. IOAH❑ 63702 PHONE (20B)425-130 FAX (20B)424-7 30B - FARREN ENGINEERING.COM PROJECT: 06-05B KEYNOTES g�N o" 9s zyMo O i CONNECT TO RECEPTACLE CIRCUIT IN THIS ROOM. v *� o o0 O SWITCH FOR RANGE HOOD FAN/LIGHT. A' � o 0 O HOMERUN A SINGLE CABLE TO THE UTILITY COMPANIES ,- o TERMINATION BOX ON THE BUILDING EXTERIOR. 4 O O slz siz A-5 ACCESSIBILITY REQUIREMENTS \ A. LIGHT SWITCHES, RECEPTACLES, TELECOM OUTLETS, THERMOSTATS, AND OTHER CONTROLS SHALL STALLED IN ACCESSIBLE LOCATIONS (AS SHOWN ON THE SYMBOLS _-_.:.__.__. ----------------- LISTS), PER THE REACH RANGES SPECIFIED IN THE 'Y ----- FOLLOWING DOCUMENTS: -- - FAIR HOUSING ACT REGULATION — --1 WI1 Cl - -— -� 7{}� CODE OF FEDERAL REGULATIONS (CFR) TITLE 24, 100.205 ` O _ UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) -14 sn i� SECTION 4.2 C I A 3 -!L- -- IIAMERI 117.1 N NATION308 AL STANDARDS INSTITUTE (ANSI)_--- - ---- A117.1 SECTION DISABILITIES a li III ❑ AMERICANS WITH DISABILITIES ACT -- ACCESSIBILITY GUIDELINES (ADA) SECTION 4.2. — -------- E] O _ IL__.____ G U �.. __-__---JII6 — f'------jIIL-__----II "- II_______�I --- --- -------al II ]III DESIGN CRITERIA I'll r_______dL Ji 1. DUPLEX RECEPTACLES FOR REFRIGERATORS, MICROWAVE OVENS, DISPOSALS, AND DISHWASHING MACHINES ARE NOT -- GFCI TYPE, PER NEC 210.8(A)(6) ar O — - -- - -- - -- POWER SYMBOLS �n SINGLE POLE SWITCH AT 46" IISr' TWO POLE SWITCH AT 46" DUPLEX RECEPTACLE AT 18" (UNO) - - - — - GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF WHILE IN USE M MICROWAVE AT+60^ -- D DISPOSAL �R RANGE RECEPTACLE, NEMA 14-50R, AT 24" DRYER RECEPTACLE, NEMA 14-30R, AT 46" -- 0 DOORBELL PUSHBUTTON AT 46" ;a„�*• DOORBELL TRANSFORMER , Q DOORBELL CHIME AT 82" LIGHTING PLAN - FOUR BEDROOM TOWNHOUSE POWER PLAN - FOUR BEDROOM TOWNHOUSE TELECOM PLAN - FOUR BEDROOM TOWNHOUSE Q JUNCTION BOX WITH BLANK COVER SCA E. 1J4" 1'-0" SECOND FLOOR ' SCALE: lid = 1' 0" SECOND FLOOR SCALE 1/4" 1'-0" ow DISNWASHER 6E 0 _ 0' 2 6' el s' SECOND FLOOR WH WATER HEATER 11 4, 0' z s' v'- _10, MOTOR OUTLET a to• /MY a AIR CONDITIONING DISCONNECT SWITCH B� BRANCH CIRCUIT LOADCENTER FLUSH MOUNTED, TOP AT 78" LL L_,� _______._I_ -------- �F MECHANICAL EQUIPMENT DESIGNATION --�- W � CC ABOVE COUNTER L�AC BO E COU ER slz UNO UNLESS NOTED OTHERWISE J ------- ---- ------ LIGHTING SYMBOLS ui U W A Ivr SINGLE POLE SWITCH AT 46" 0 rml +ae^ Aa A-12 a r` THREE WAY SWITCH AT 46" 1 A (6) D o W O wn t AY,� GF I � kn CEILING FAN CONTROL SWITCH scF1 � __ S11 A_2 +46" Et _j 3 GFCI FLUORESCENT LIGHTING OUTLET AND A-i6 A-ti LUMINAIRE 1 /1 •(%// 1 3 H A-9 z G I +aa^ cra LUMINAIRE DESIGNATION .--+ - - TELECOM SYMBOLS I I I I A 1J A-15 I I 0 0 ° O I 201 Q JUNCTION BOX $. l-1 00 f A-1109) SF7I, 8 A. V7 TELEPHONE OUTLET BOX AT 18" (UNO) L" *a FFG+---- i --- SINGLE-GANG BOX WITH SINGLE-GANG w COVERPLATE (1) TELEPHONE PORT AND CABLE. L 0i TELEVISION OUTLET BOX AT 18" (UNO) SINGLE-GANwet ® ( tG�FOI li COVERPLATEG BOX WITH SINGLE-GANG - A 6 I (1) TELEVISION PORT AND CABLE. O1 i li \pNAI I I ° o ° 3 $993 O F WBi WP �'�P. F PPP REVISIONS: DRAWN BY. DATE: JFP 12/24/01 CHECKED: JOBNO: JFF Y0.'f8-02 LIGHTING PLAN - FOUR BEDROOM TOWNHOUSE POWER PLAN - FOUR BEDROOM TOWNHOUSE TELECOM PLAN m FOUR D DRCO ,TOWNHOUSE ��, F A SHEETNUMBER SCALE: 1/4" = 1'-0" FIRST FLOOR SCALE: 1/4" = l'-O" FIRST FLOOR SCALE: 1/4" = 1'-0' FIRST FLOOR lg� h-,"1 N h E I N INC. 0' 2' s' 0• 2' 6' O 2 6 ELECT RICAL ENGINEERS 4-BED TOWNHOUSE ffmml�— oI BOISE BOMB SHELTER SHEETTITLE: I' 4 10• 1' 41 10, 11 4' 10• 600 W. CURLING DRIVE, BOISE, IDAH❑ 83702 PHONE (208)429-1309 FAX (208)429-1 30B FAR REN ENGINEERING.DOM ■5 P RDJECT: ❑6-❑SB GENERAL NOTES vioo A: COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES v M o0 WITH ARCHITECTURAL EXTERIOR ELEVATIONS. I c•� p B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, .—�0�-==� - ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. ;i � v N o CD y as V. ------------ O O 0 0 O O O O O O L O O I I -------- ---—------- Lil 0: -- - a A. ---------- ........... OT u— LF I I i ---- ELECTRICAL PLAN SECOND FLOOR SCALE: 1/4 I'-U" -....,_�_...�_..._...__._._ 2222 3 A• 0' 2' J \ :uU 240/1 240/1 240/1 240/1 240/1 240/1 240/1 240/1 17.6 MCA 17.6 MCA 17.6 MCA. 17.6 MCA 17.6 MCA 17.8 MCA 17.6 MCA 17.6 MCA ate® LL 10 AWG a B-19(20) 8-18(20) ( U- B-16(20) e-18(20) e e-19(20) e-1s(2o) e e o-19(20) �a 10 F,WG 10 AWG 10 AWG ____ 10 AWO 10 AWG 10 AWG 10 AWG 10 AWG v' z r— r--- -� r-----� r r-----, r-----1 -----� r------I I— I ; ; I I I I I I _ �3�06AI/2P I I 1 FI IwyIIGF 1 L_____- O L_____J OF I L___._J L__--_J GFCL_____J pp//22L_____J 30A/2P _._ 30A/2P 30AP 3RlNF- 30A/2P _ 30A/2P GFCI GFci GFCI GFCI H_2 1•� CRAaIt CRAWL ---- CRAWt. S A SPACE SPACFF_ — SPACE \ SP 10 AWG 4 W c III m D Lu I I I -- 0071� OF o o -- -- O o co 10AWG p ` H_1 pp�n� � (;k l ----- --, II \ -- ------- III i II �owu FAQ. I 8 993 �oN OF —. P. p P I I REVISIONS: UH 7 DRnwNEar 120/1 , DATE: 1 /1 ® ® CHECKED', JOB No: 00, JFp 2OM-02 FA R R E N 1 1T i!ER: ELECTRICAL PLAN - MAIN FLOOR E N C a N E E R i N�' INC. c. ELETRI CAL EN C31 N ERS ELECTRICAL PLAN SCALE: 1/4^ = 1'—G° 2222 6016E 60MS SHELTER SHEETTITLE: 0' 2' 4' 8' 600 W. CURLING DRIVE, 6OISE, IDAHO 63702 PHONE 20SI 429-1309 1 ��. FAX 206)429-1305 FAR RENENGINEERING.COM PROJECT: 136-055 GENERAL NOTES II I i A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES II WITH ARCHITECTURAL EXTERIOR ELEVATIONS. °1 III D,VI N N it li B, EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, II� III II p ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. a� v O O I I O O O O O O r O ! I O , a � 7=== a a -- r�1 -------I l..o.J O t 0 0 1 _---_ -___ _ IF O O -- — O O O O O�O Ol ---------- --------- C L a �L- D *Nl� J Se, fiel a- �------------------- ----------- — ° ,�" ® — ter_ I -— -- �.•� I ELECTRICAL ELAN - SECOND F1.,0Q _ SCALE: 1/4'" - 1'-0" 2332 0' 2' 4' c 240/1 240/1 240/1 240/1 17.6 MCA 17.6 MCA 17.6 MCA 17.6 MCA LL B-1a(2o) DIG B-1a(2o) e-1a(2o) e-1e(zo) 10 AWG i_____� r-----) 10 AWG 10 AWG r-----i r--& 10 AWG < Z ® J � L J L_____J GFPI L_____J N32 GF I - 30A/2P 30 2P 30A/p 30 21 _ 240/1 240/1 tab 17.6® 17®M 8-19(20) GFCI --' �I I� GFC 8-18(20) �eo/t-__ r_-240% 10 AWG CA SPACE \ ill li III f SPAC 10 AWG20) 17.8 MCA 17.8 MCA B-18(20) p� 10 AWG I I ( ii lii II r---'-� r-----n 10 AWG V) I 1 l ED L--'___"i OF I L_____J �® 30A/2P 30A 2P i III - GFC GFCI C A H-2 Lu SPACE _ S� 10 AWG l I -Z l I �� I l —F---. Eel u u t o 0 UL 0 0 IOAWG H-1 00 0 � I;4=� LF WBI - - E' 3 3 o �oN of Qua P. F PP I I I I 76ow REVISIONS: 120/1 UH I I I I DRAWN BY DATE: I JPF 12MXI CHECKED', JOB NO: --- --_--- t W CTR NUMBER', ELECTR I CAL E N 31 N E E R S ELECTRICAL PLAN BDISE BOMB SHELTER SHEET TITLE: ELECTRICAL PLAN - MAIN FLOOR 60C PHONE CURL)NG DRIVE, BDISE, IDAHD 83702 FAX (208)429-1 308 ^, - FAx (208) 429-1 308 L SCALE: 1/4" = 1'-0" 23.52 +1e'-o' FAR REIJ ENGINEERING.CDM 0' 2' 4' 6' PROJECT: ❑6-O5 B GENERAL NOTES Boa § I A. COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES III ::bo 00 WITH ARCHITECTURAL EXTERIOR ELEVATIONS. O•a Vj N N B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, 1 rn '�°-� N N -- -- -- - - — — — — — — — — — — — — ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. - - - - - - -- - -- - - II 1I i I I I II II II II I� II II II II II II II II iI II C 70700 E'=� °o °o III 'c c 7 F— ] D � � O O 00�1 00000 6 ` z Q I I I I I I I I I I I I I I II ❑ L - -- - - - - - - J O O J - - - - - -- ❑ - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - z 7 ELECTRICAL PLAN SECOND FLOOR SCALE: 1/4" = 1'-0" 2F222F 0' 2' 4' 6' ui m J LL +18'-o" 240/1 240/1 240/1 240/1 +16'-01 4 < Z V.J_..� O 01AWG0) (5 i r--® 01A 0) 10 AWGO) �--i r--® 0 AWGO) O --- r®--i _�'•r e 17.6 MCA 17.8 MCA 17.8 MCA 17.6 MCA WB2 El- I I1� I I \ GpFAI I I I I I I I I I I Sp I I WP I I I µ,P I A �_-- I LL I•--`--J CF I L-_-- -- CF 1 ----J J _- 01A.WGO) �' 30A/2P 30A/2P __ 30A/2P__ _ 304/2P 3RA/NF `--- "/2P — — - _ /'NF _ '-- CRp 1�q, -- -- 8-18(20) 4 01 —.—.� ---- SFPACE SPAACE BED GFCI 10 AWG D L�Y m H-2 O G cc H-1 Y i 105 it II o O 1 O O O O .� 8'-0^ O O BEDROOM BEDROOM III 10l 10l \ O O O O I -- .� . Ll� O O O O _ ____ ___ p O O m3ULF 7=( 00 ----------- ------.-.-. 00 �Ll- �D�_o _ - N� r---------- 1 3 `��a✓aa/o� v &OF �2 A PPPP 102 REVISIONS: PATIO 104 +18'-0• +18'-0' ® WB2 DRAWN BY. DATE: 9UH 780W IZ�/0T 1 120/i CHECKED: J08 N0: FIR .� �y P G k» SHEET NUMBER. ROOM Tn E�E CC T�R�CC A LLRE NNtl N E'ER�8 ELEC RICALPLAN ELECTRICAL PLAN DRAIN FLOOR BOIBE BOMB SHELTER SHEET T E 600 W. GU RLING DRIVE, BOIEi E, II]AHO 133702 Fn SCALE. 1/4" = 1'-0" 2F222F PHONE (206)429-1 309 FAX (20B) 429-130S 0• 2' 4' 8' FAR REN ENGINEERING.COM -ixn -ce PROJECT: 06-O5B ® KEYNOTES O1 PLAN SHOWN HERE IS FOR BUILDING 400. AT BUILDING � �m Goo, o 300, THE UTILITY CLOSETS ARE ON THE OPPOSITE ENDS OF THE BUILDING, a r O o A2 m GENERAL NOTES A, COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES WITH ARCHITECTURAL EXTERIOR ELEVATIONS. „.'.. ----------- - - B EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, ON/OFF m GUNL1 GHT. NG T!M',CLOCK FEDED. I I I — —= _ O O O -- O O C Ir ---------- ------- L_ IIL Lj _ II III II II II - -- -- -- �L i I ELECTRICAL PLAN - eSE ,.U) I C) SCALE: 1/4 = 1'-0" 4224 0 { B p f LL _ Q 240/1 ® 240/1 240/1 240/1 240/1 ® 240/1 - 19 MLA 17.8 MCA 17.8 MCA 17.8 MCA 17.6 MCA +18'-0" 79 MCA ® 10 AWG0) e ® B-16(20) 8-18(20) e e B-18C20) OG r 2----- �= - 10 AWG r�----� r-----'1 10 AWG 10 AWG r�-----1 r---i 1 10 AWG - ---- � 12----I I I 1 //yy•• ` �_JSPAC I I My 1 I I I Wr I i SP E ._._._._ - I I LL C z GF! L_____J L_____J �.1 L_____J L_____J I 1 I � _ G 1AWG()) 3GA/2P 30A/2P 30A/2P 30A/2P 3R�NF� R/NF --_.-__ - __ —_ —,r-...- _-_. -_ _-_ -- A-18(20) S�� WP GFCI GFII GFCI __--_ GCI 10 AWG ui I SPACE SRPAA 10 I y - - -- - cl tOAWG ( e e r H-2 750W U 120/1 I I GFC —C� cr- O O O O Lj GFCI tOAWG O O u; a O O H-1 _ I wBz --- s - —__--- 0 0 1 \ / a -_ — I I I I I DST I 3 II m of:�p"FOF I I I I REVISIONS: ® N92 DRAWN BY: DATE: JFF It/Cl/m'1 CHECKED: JOB NO: PA 1 E 0q SHEET NSIMM -Q L r14 1�4, YEZ P-€ , 1 NC. ELECTRICAL PLAN ELECTRICAL PLAN MAIN FLOOR ELECT PI DAL E N G I N E E R!3 B 015E BOMB SHELTER SHEET TITLE: SCALE: 1/4" = 1'-0° 4224 60 C W. CURLING DRIVE, BOISE, IDAH❑ B3702 0 4' a PHONE (20B)429-1 30S) - FAX (20B)429-1 308 FARRENENGINEE RINS.COM B PROJECT: ❑6-C 58 GENERAL NOTES A, COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES ( v '!a In o0 0 WITH ARCHITECTURAL EXTERIOR ELEVATIONS. I �. B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, ' ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. a w Yf` C C C U G U w ( i 0 0 0 0 ° 00 00 P. \ t r1=7rl _ -- - -- .IN ............ _ I _ n O ELECTRICAL PLAN - SECOND FLOOR W ~ SCALE: 1/8" = 1-0" 322223 W � J ` LL I � Z V ri J m D m uj ww' �( r u r ,L I u 1 I r _ � I . L- L--.J L__ L--J 1 I I I I I I I NB'1 1 I I 1 1 FA FA Milk �) ❑ H02WG MT LL LL 11 N _ 0 0 Llf0 0 0 0 w> 0 0 0 0 _� �-, 0 only Li tOAWG , _ - - - H-1 ®I I e SIN � - 3 vNj�6 ? oN of -,�. O+tW-o-o P. RPP v■z i REVISIONS: ELECTRICAL PLAN ® MAIN FLOOR SCALE: 1/8" = 1'-0" 322223 DRAWN BY: DATE: J" 12/22/01 CHECKED; JOB N0: 2OM-02- F R R� N I SHEET NUMBER'. E N E II @��a F`4 I N G, INC. EICTRICALL PLAN ELECTRI CAL E N O I N E E R B BDISE BOMB SHELTER SHEET TrfLE: 600 W. CURLING DRIVE, BDISE, IDAH❑ 83702 PHONE (208J 429-1309 FAX (2CB) 429-13D8 FARRENENGIN E ERINC3.COM ■ 10 PRCJ EGT: ❑6-❑SB GENERAL NOTES g A, COORDINATE EXACT LOCATION OF EXTERIOR LUMINAIRES v ono. WITH ARCHITECTURAI. EXTERIOR ELEVATIONS. N N B. EXTERIOR LUMINAIRES HAVE INTEGRAL PHOTOCELL, b c 0 ON/OFF WITH SUNLIGHT. NO TIME CLOCK NEEDED. N N rn y o rn rL w 1. - ii li III y II �I II I 11 0 li u I III Ili I, I � I i I FE C o0 oc C --- F7 Lc�- Ju —o ❑IO �— r i ❑ i - -- — v b -f F mazes ELECTRICAL PLAN - SECOND FLOOR SCALE: 1/8" = 1'-0" 323323 ..` D' 4 6' 16, H 7 Z LL env' z �,N.. +16•-0"N2 _ - Lu uj (702 fi 1 1 1 I ® _ e-�ecxx)'® ®p ❑�_ I lil i � e-��x) � � e�efx) —_—_ __ ® 1 �.! I JIJ � LIa / J FLJ O O _ O O J OAWG ❑trl�7- jo olIOAWG ---- / I H-1 ❑1 GLL - III III - --FOOI ❑i ---- ! _� - - i _ — - -- I ^� �� r� o c) ion---- - � �� +O°e -J ---- II I� I wst I r wnt III I co' "0 99 OFF � F PPP REVISIONS: ELECTRICAL PLAN - MAIN FLOOR SCALE: 1/8" = 1'-0" 323323 D' 4' 6' 16, DRAWN BY: DATE: jpp 12/22X1 CH'cCKED: JOB NO'. FA R IRE N SHEET NUMBER: � 11-41Gs INC. 32;3L� ELECTPZI CAL EN BIN EER9 ELECTRICAL PLAN BOISE BOMB SHELTER EHEETTITLE 60O W. CLIRLINO DRIVE, BOISE, IDAHO B3702 _ PHONE (2138) 429-1309 FAX (20S)429-1308 FARRENENUINEERINU.COM PROJECT: 06-0513 M WP C ® GFCI ELECTRICAL BRANCH v) o 0 -------------- — CIRCUIT WITH EQUIPMENT y N N L GROUNDING CONDUCTOR GALVINIZED �M 24" STEEL STRUT 'p "� HOUSE N � L ADCENT R MAIN H G CONCRETE BUl REAKER O STRANDED RCPERENEC BONDING 2" FINISHED GRADE 78" (MAX) C. of _GAS M-------1 ) ISOLATION VALVEASUR N. ITELEPH(NE! TV III=!!!=TE:RMINALI ITE:RMINALI VISIBLE BONDING CONNECTION - ! =III—!BOX BOXGFF APPLIANCE III—IGROUND LEVEL R.ANGFOE I IJ ^TrT^^^ ^TT-^TTT^T�^TTT -'1T�-Ti _ _ _ _ _ LETTER HEATER I !! a ! �.IZ-I ILLII II-- =2-_L= -_LLL-l=mil I.i f_u111L1 -J a €, (�GAS PIPE BONDING4�„ 0) \�SCALE: NONE C n o � W C,ELECTDRICAL UTILITIES o 0 SCALE: U U RECEPTACLE AT PICNIC AREAS �J SCALE: NONE N ._ 1�"` � iL FLOOD LIGHT _ LUMINAIRE COMPOSITE 77 BALLAST BOX 12"W X 18"L FIBERGLASS BACKFILLD JUNCTION BOX LID LABELED ELECTRICAL (WHERE SHOWN) _ _ FINISHED GRADEA °° . —I _I—!�I —III'° a III=111 t I i=I I I= I I E III I II.— 2" N ---III— a.l IL — I I-111 a- =1 =1 I =1 I-1 I 1 ° =1 .1=1 `. =1 I --I = =I�1=I I!=I I I =1 24• CONCRETE 111 PVC CONDUIT —III�I —III;III—III I—III—III ? -_ l 1 l l III=III III IIII;IIII I� I_Iuj CONDU 1 T III=III=LI!= = = II=11 =III=III 12" DIAMETER = 3000# CONCRETE ^ FLOODLIGHT INSTALLATION Q/lO^ `JP2 MOUNTING DETAIL SCALE: NONE W cr SCALE: NONE co = Lu O m Y UJ LUMINAIRE 0 HAND HOLE BASE PLATE AND Q U— ANCHOR BOLTS 00 — — BASE COVER NON-SHRINK GROUT - BEVELED TO POLE BASE W ' WITH A 2" CHAMFER 12" X 18" T2" JUNCTION BOX a (WHERE SHOWN) 1 1 to 30" g\ONAL I, I FINISHED f GRADE + P. a I I=1I I=1I I v��yy ? —II __ __� III—III oNofP�Q.� a CONDUIT (4)#4 VERTICAL REBAR -- �I IIII REVISIONS: WITH #4 HORIZONTAL AT 14 12" O.C. I . a L 4„ 3000# I I CONCRETE I T _---{ a DRAWN BY: DATE: NO : 12il POLETEAND POLE BASE NOT DESIGNED FOR THE ADDITION 24" DIA CHECKED, JOB NO; OF BANNER ARMS OR 2l BANNERS, [4 E N SHEET NUMBER: C F2 G N E E R I N G s I ELECTRICAL DETAILS ELECT R I CAL E N 13 1 N E E R B OP1 INSTALLATION BCISE Sol SHELTER SHEETTII 4 l W. CURLING DRIVE, BCISE, IDAH❑ 837C2. SCALE: NONE FAX (2O8) 429-1309 E3. FAX (2D8) 429-1308 FARREN ENGINEERING.CCM PROJECT: 06-OBB KEYNOTES Noo 0 M � � 1 GROUNDING ELECTRODE SYSTEM: O .� h LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER LOAD LOAD LOAD LOAD LOAD LOAD LOAD )6- METAL WATER PIPE '� 0 0 H B B B B B B B B CENTER CENTER CENTER CENTER CENTER CENTER CENTER N4 - (2) GROUND RODS N N NEMA B B B B B B H Yo - FOUNDATION STEEL y '3R' NEMA ALSO BOND T0: N6 - TV SERVICE BOX #6 - TELEPHONE SERVICE BOX :q r t� .z 1 O PROVIDE LUGS APPROPRIATE FOR CONDUCTORS USED. m m ro ro M M M M M M M �/p PAD MOUNTED TRANSFORMER-\ - - - - - _ - _ - -- _ - - - - - - - O N E LINE SYMBOLS AND P"AD BY PAD MOUNTED TRANSFORMER - - - - - _ ANDUTI IIAY CO. 6\IOOA O IOOA 100A 100A 100A 100A 100A 100A 60A AND PAD BY PHOTOCELL AT TOP OF EXTERIOR WALL 2P 2P 2P 2P 2P UTILITY CO. - _ -1 2P 2P 2P I BOOA I I 100A 100A 100A 100A 100A 100A BOA r- -"i 2P 2P 2P 2P 2P 2P 2P 2P I I M SOCKET M SOCKET M SOCKET M SOCKET I M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET I r- - I I 400A ® 20A/1P EXTERIOR LIGHTING CONTACTOR IN ". 2P NEMA 1 ENCLOSURE 'ry I M 125A M 125A M 125A M 125A M 125A M 125A M 125A ROUND I SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET r--I L _ .-J ---_ — _ — — — — — — UTRAL — — — __ _ — — — — — L J - _ - - - - NEURGROU - - - - - ®IL I PAD MOUNTED TRANSFORMER C 2 _ NEUTRAL C _ WAUR METER f0 I UG/S 2 TTHO TE ® , (2) 4" CONDUIT (SCHEDULE 40 PVC) UNDERGROUND PRIMARY 1 UNDERGROUND PRIMARY J UG/S (1) 4" CONDUIT (SCHEDULE 40 PVC) 1 CIRCUIT BREAKER d. BY UTILITY CO. EACH WITH (3)350 KCMIL BY UTILITY CO. WITH (3)500 KCMIL - UG/S— UNDERGROUND SERVICE METER STACK BUILDING TYPE 2222 -- '7 6? w 120/240 VOLT, 10, 3W METER STACK BUILDING TYPE 2F222F 0 r 8 65K AIC 120/240 VOLT, 10, 31A1 GFCI GROUND FAULT CIRCUIT INTERRUPTER A A"W il 65K AIC MLO MAIN LUGS ONLY AIC AMPERES INTERRUPTING CAPACITY A tlt e LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD GENERAL NOTES t „ , $ CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER B B B B B B B B Al Al NEMA A. ALL CONDUCTORS STRANDED COPPER. '3R' S. ALL UNDERGROUND SERVICE ENTRANCE CONDUITS SHALL BE SEALED IN ACCORDANCE WITH N.E.C. 230-8 AND 300-5. cs co cD c� r, uj cv c� cD TO PROVIDE SERIES RATED SYSTEMS: uj Li 1. MAIN CIRCUIT BREAKERS SHALL BE CUTLER- HAMMER " Z; TYPE 'LD' OR APPROVED EQUAL, I I 1 I I 2. TENANT CIRCUIT BREAKERS SHALL BE CUTLER-HAMMER TYPE 'BRH' OR APPROVED EQUAL. OVERCURRENT DEVICES AND ENCLOSURES WILL BE LABELED z AND IDENTIFIED AS SERIES RATED, IN ACCORDANCE WITH PAD MOUNTI"D TRANSFORMER - - - - - - - - - - - - "- -' - - - - - - - NEC 110-22. THE OVERCURRENT DEVICES SHALL 13E AIC AND PAD BY RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL UTILITY CO. EQUIPMENT. 100A 100A 100A t00A 100A t00A t00A 100A 100A 100A BOA 2P 2P L125,A 2P 2P \600A 2P 2P 2P 2P 2P 2P r , 125A 125A 125A 125A I ZP I 125A 125A 125A 125A 125A 125A I M SOCKET M SOCKET M SOCKET (M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET M SOCKET M I �0QI WIND L_. J _ _ _ _ _ _ _ _ _ — — NEUTRAL ,— _ 2 __ J UG/S ' 0 UNDERGROUND PRIMARY' (2) 4" CONDUITS (SCHEDULE 40 PVC) 1 LOAD LOAD LOAD LOAD LOAD LOAD LOAD L BY UTILITY CO. EACH WITH (3)350 KCMIL CENTER CENTER CENTER CENTER CENTER CENTER CENTER .uj '^ B B B B A A H J NEMA METER STACK BUILDING TYPE 322223 '3R' 120/240 VOLT, 10. 3W 65K AIC < z uAi LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER B B B B B1 Bi 81 B1 Al Al H PAD NEMA AND MOUNTED TRANSFORMER PAD BY -- -- - - —'-' - - - --' - - -'- �/1 J '3R' UTILITY CO. -, uj U) `100A 100A t00A 100A 100A 100A BOA D M I L125A 2P �2P �2P I 400A �2P 2P �2P I M 125A M 125A M 125A 2P 125A M 125A M 725AET SOCKET SOCKET SOCKET I SOCKET SOCKET SOCKET °W° WW °W° I U/ I — — _ — — — 1 GROUND L—I' J NE iR _I LLJ I 1 I 1 I i I I 25 M M M M M M v M M M M UG/S UNDERGROUND PRIMARY (1) 4" CONDUIT (SCHEDULE 40 PVC) 1 BY UTILITY CO. WITH (3)500 KCMIL PAD MOUNTED TA,WSfdRMER- - ' - - - - - _ _ - - - - - - - - - - - _ - AND PAD BY Ir UTILITY CO. 1 2P0A `20POA `2POA `2POA l 2POA I 600A I 1 200A \2POA `2P A 2POA `ZPOA `20: METER STACK BUILDING TYPE 4224 �y / / / / / / / / I I 120/240 VOLT, 10, 3W r -, 125A 125A 125A 125A 125A I 2P I 125A 125A 125A 125A 125A 125A I 65K AIC I M M M M M M M M M M M 0 L r A, J SOCKET — SOCKET - SOCKET- -SOCKET - SOCKET - _ - NEUTRAL - - SOCKET SOCKET SOCKET- SOCKET - SOCKET - -SOCKET �//� I _ II I 2 ---— I uc/s _ UNDERGROUND PRIMARY^'� LOAD LOAD LOAD LOAD LOA LOAD LOAD LOAD LOAD 2 4" CONDUITS SCHEDULE 40 PVC 1 D ( ) ( ) CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER CENTER BY UTILITY CO. EACH WITH (3)350 KCMIL - B B B B B1 81 81 B1 H i NEMA '3R' METER STACK BUILDING TYPE 323323 120/240 VOLT, 10, 3W 65K AIC SNONM,gA� bi m `,e C7t7 I I I I I Z M M M M M M M M j7 ✓ON p� �� PAD MOUNTED TRANSFORMER - - - - - - - - - - - - - - -AND PAD BY -, I )100A 100A 1 CA 2P A I 600A I 1 G A 1 GOA 10 A 2P A 60A UTILITY CO. REVISIONS: I M 125A M 125A M 125A M 125A I 2P I M 125A M 125A M 125A M 125A M 125A I SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET SOCKET UN L 7 J — — — — _ _ _ — 2 DRAWN BY: DATE: -� UG/S dPF 124241 UNDERGROUND PRIMARY (2) 4" CONDUITS (SCHEDULE 40 PVC) 1 cNEcJ JD2 06-M BY UTILITY CO. EACH WITH (3)350 r 1�A R •R E N BHEEf NUMBER: ENGINEERING, INC. ONE LINE DIAGRAM METER STACK BUILDING TYPE 2332 E L E C T R I C A L E N C3 I N E E R S 120/240 VOLT, 10, 3W B0 BOMB SHELTER SHEET TITLE: 65K AIC RHO 0 LT DRIVE, BDIEI E, IDAM❑ 83702 PHONEE (208)20B) 429-1309 FAX (20B)429-1 306 FARREN ENSINEERINO.COM PROJECT: ❑5-0 58 LOADCENTER A LOADCENTER Al LOADCENTER B o n g VOLTS: 1201240,1Ph.:3W LOCATION: 4Bedroom Tonnhouse VOLTS', 120/240,1Ph.,3W LOCATION: 3Bed-Teanhousc VOLTS: 120/240;1Ph.,3W LOCATION: 2Bedman �'-'M C, o _ T7�,{7�7 i7�g-� SCHEDULE MAINS: IOOAMPMLO Bottom SOURCE: Meter Stack MAINS: 100AMPMIO Bottom SOURCE: Meter Stock MAINS: ]OOAMPMLO Houom SOURCE: Meter Stack '� L LJ 1'�'li1.V A2tlL, u7'1.11Lil lJLE MOUNTING: Flush AIC: IOK MOUNTING. Flush AIC: ICK MOUNTING. Flash AIC: IOK USF USE z U c? USE USE O cJ c. USE USE U raj o O �1�1-aLL ,,7 r .l ,. :J U z C Q U N N iJ Timber LCGl{e A `G 1,B1e11tS 1 1 15 Fire Alain Washer 20 1 2 1 I 1 15 1 Fire Alarm Washer 20 1 2 1 1 15 Fire Air- Washer 20 1 2 N y p: W ;TYPE DESCRIPTIO\ MOL'\TI\G LAMP BALLAST [NPLT M.A\I."FACTURER NOTE 3 1 15 Bedroomrece s&lights Dr,er 30 4 3 1 15 Bedmorar-s&lights Dryer 30 2 4 3 1 15 Bedroommceps&lights Dnat 30 2 4 m u:ATTS 5 1 15 Bedroomrec.e s&lights 6 5 1 15 Eedroom recaps&lights 6 5 BUSSED SPACE 6 Chain Hung (5)is R/ 7 1 15 Hallrece s Living omrece Chandelier,(5)larnps,polished solid brass,famished Seagull €roomreceps 15 1 8 7 1 15 Hall rece s Living roomrece s 15 1 8 7 l 20 Hell rice s Livin ro 15 1 8 CHI Hoitomat Compact 75 1 9 I 20 Kitchen rece s BUSSED SPACE 10 9 1 2G Kitchen rece s BUSSED SPACE 10 9 I 20 Kitchen rece s Dining s s 15 1 ]0 With chain and 10'-0"of wire. 3410-02 €mcep fluorescent 11 1 _ Kitchen rece s Bathroom-lowxrlerel KO 1 12 11 1 20 Kitchen rece s Bathroom-lower level 20 ]. 12 11 1 20 Knchen rece s Bathroom 20 1 12 „ (2)15W 13. 1 20 Dishwasher/disposal Bathroom-upper level 20 1 14 13 1 20 Dishwasher/dis.sal Bathroom-u perlevel 20 1 14 13 1 20 Dishwasher/dis oral BUSSED SPACE 14 *5' I Ceiling D1 Deeoraticebms9 Compact Electronic nic 30 I LS 1 2O Microwave Fen Coil 30 ] 16 15 1 20 Mere-ce Fan Codumt 20 1 16 15 1 20 Microwave Fan Coil unit 20 1 16 Surface Cheffield 11784 fluorescent li 2 50 Ran e Condensing Unit 35 2 18 17 2 50 Range Camden. Unit 3U 2 18 17 2 50 Ran a Condensin Unit 20 2 1S D2 Samcas Dle>septsuependedwithchains A^coratice 19 - - 20 19 - - 20 19 - - 1-1 20 Chain NOTES NOTES NOTES Egress lightwith mdoorbatten unit I Providea non-lockable handle block on the alarm circuit breakcr#1 1.Provide a non-lockable handle block on fire alert circuit breaker#1 1.Provide a non-lockable handle block on the alarm circuit breaker#1 P, ! 2.Provide HACR breaker for condensing unit circuit#18(20) 2.Provide HACR breaker forcondens ng unit circuit#]8(20) 2.Provide HACR breakerfor condensing unit circuit#18(20 rR Batter Unit:Nrcadbwtten',12-Molts,5(lwatts,no Lithonia 3.Provide Are Fault Circuit Interacting circuit breakers for circuits#1,3 and s 3.Provide Arc Fault Circuit Intempting cimnn breakers for circuits#3 and 5 3.Provide Am Fault Circuit lntemptine circuit breaker forcucuit#3 _ ',EG heads Wall (1)MR16 50 Battery Unit:ELT50-N-RO L Rrrmte Lurninaire:ELA CL P1O12(12V/20W) F4eriormmote lummaue: round outdoor step fight, osition]ens for lateraldistdbution LOADCENTER'A'SUMMARY LOADCENTER'Al'SUMMARY LOADCENTER'B'SUMMARY Fmergenevbaliest,ope-ates 2-lan4n,NCed battery, (2) 4W Bodine 4 Bedroom Townhouse EPd1 test switch,LID charging indicator fight,5rear F32T8 90 B50 1 3 Bedroom Townhouse 2 Bedroom Unit " trananK 13501umens MIN. (2-harl,operation) BASED UPON NEC 220.82 BASED UPON NEC 22082 - Eat light,single face oath evrn face plate and color FEEDER LOAD BASED UPONNEC 220.82 '" :EXI panel hire thennoplaotic housna,universal Universal GreenLID Lithonia n/a 0.92 1 TOTAL(Watts) TOTAL(Watts) LQVi-S-W-3-G-121U27i-ELN mounting,NrCad batten (iENER.4L LIQTTNG 12085 ware Fee[X3 Watts/S.Ft. 3,624 GENERAL LIGHTING.9145 Square Feet X3l1'atts/S.Ft. 2.742 C TOTAL(Watts)Min flood fight,alurtrinumhousmg:silicone gasket, (1)SOP.dH SMALL APPLIANCE 2 Circuits:a.1,500 Watts each 3.000 SMALL APPLIANCE 2 Circuits a 1,500 W arts each 3 000 C See Electrical Lithonia GENERAL LIGHTNG,13985 ware Feet X3 Watts/S.Ft. 4,194 IMF] 1/2 vokz rnounnng,is et loemion,photocell.upper Clear HPF 55 1 LAUiNDRt Branch Circuit 1,500 Watts each 1.500 LAUNDRl'Bnneh Circuit L500 Watts each 1.c00 Details TFM-50M-RB-TB-PE-YK-TFb1UV SMALLAPPLIANCE:2Circuits a L500 Watts each 3.000 N ' i n 6\6 ahem amko-ta ballast 4000IC MICROWAVE 1.200 MICROWAVE 1.200 LAUN'ORYBr'anch Circuit^a 1.500 Watts each 1,500 v Pole fight,cast alunsnumhousmg,rounded comers, (1)MH250W/ Lithonia MICROWAVE 1,500 DISHWASHER L200 DISHWASHER 1,200 a silicone gasket,tampered glass lens.segmented See Electrical HOR/PS Pulse DISPOSAL 1200 DISPOSAL 1'200 !PI 289 KAD-250M-R2-TB-SPD04-PER-PEI-DDB I DISHWASHER 1,200 t refloaor,type 2erstnbuuon,photoelectric receptacle Details Clear Start Pole:SSS-15.5-4C-DM19-DDB t DRYEP. 5000 DRYER 5,000 ;a and photoelectric ce➢;darkbronzefmish 4000K DISPOSAL 1,200 RANGE 12,000 RANGE 12.000 >_ I DRYER 5,000 RANGE 12.000 SUB-TOTAL Gneml Load 28,724 SUB-TOTAL(Ceneml Load 27,842 I RLIvf Done,galverimd steel;10 foot round straight See Electdcal(1)50watt MH LSI Abolite Lighting No.RD100 50MH 120-GWTFIRST 10,000 Watts a IOVI.+REMAINDER A 40% 17,499.60 FIRST10000 Watts a100°/s+RMIAIN'DER.A 40% 17,136.80 F IP2 Clear also Stan S LDS96N'L ] SUB-TOTAL(General Load 959+ steel pole,ivhite color. Dams P AIR CONDITIONNG A 3.6 KW 3,600.00 AIR CONDITIONING%d 2.4 KW 2,400,00 FIRST 10.000 Watts.^100%+RPVIAEQDER.a 40% 17,837.60 L 4000k Single reflectorpole top bracket;CPCIGWT TOTAL CALCLJL.ATED LOAD 21,089.60 TOTAL CALCULATED LOAD 19536.80 POLE:RLM-4RP-SLOG-]0-S-4SRBC-White AIR CONDITIONING,5.6 kW 5,600.00 TOTAL CAALCULATID LOAD AMPS 87.87 TOTAL CALCULATED LOAD AMPS 81.40 Lithonia TOTAL CALCULATED LOAD 23,43260 (2)13W 11937 TOTAL CALCULATED LOAD AMPS 97.66 1 Q1 Et R z Sconce fluorescent 1/4 sphers;matte white acn'lic Wall �SCFI diffuser,ADA compliant. +84" compact electronic 26 1 t l fluorescent Thomas V PI,-8532-8 Q 3 [th"n' Surface fluorescent,4V economy wraparound, Ceiling (2)F32T8 H-2-32-120-GEBIOIS prismatic acrylic reflmctor Surface 4100K Electronic85 CRI etalux E-2-32-A-TEB81 SFIE Same asSFl,eSeztwith emergency ba➢astEvll I I LOADCENTERBI SERVICE SUMMARY -- VOLTS: 120/240,]Ph.,3W LOCATION: 3Bedroom SERVICE SUMMARY SII Surface incandescentsquamnhi[e glass andfmish, Ceiling (2)15 Seagull MAINS: IOOAMPMLO Bottom SOURCE: Meter Stack Building Type 2332//8- lox 11.75'square X4.75"high Surface Compact 30 7452 15 1 MOUNTING Flush AIC: IOK g yP l 1) ) I Building Type 2222(8-plex) Surface incandescent singIgvhit.round glass globe, Ceiling (1)15P Seagull p < USE USE I iSI2 Compact 15 ] DEMAND FACTORS BASED UPON NEC zzOar DEMAND FACTORS BASED UPONNEC 220.84 (4)]S W close to cailrng,whita finish,8"diamatee 5"high Surface 7638.15 1 1 15 Fire Alamr Washer 20 1 2 fluorescent LOAD TOTAL(Wan,) LOAD TOTAL(Watts) 3 1 15 Bedroamrece s&li fits or 30 2 4 Wall Seagull 5 1 15 Bedroomrece s&lights - - - 6 GENERAL LIGHTING(4)3 Bedroom units a 1056 sq.ft.X 3 watts/sq.ft. WIl Wall incandescent,24"long,chrome finish,4.25"high Co.,act 60 - 1 ps (4)2 Bedroomunits(`914 s fl.X3 watts/s ft. 23,640.00 +Sri" 4738-05 7 1 15 Hallreces Licineroomrece 15 1 8 GFNERALISGHTNO B)2Bedroomunits@914sq.fl.X3watts/sq.ft. 21,936.00 ! - fluorescent 9 k 20 Kitchen rece s Dining rece s 15 1 10 q q Lithonia SMALLAPPLL4NCE'. units w5th(2 circuits 2,1,500 watts each gy0pp,00 SMALL APPLIANCE:(8)units with(2)circuits a LSOOty na each 24,000.00 it 1 20 kitchen rece s Bathroom 20 1 12 DISHWASHER (8)nnits X 1.500 watts 12,000.00 Wall bracket.die-cast aluminum housing, (1)35W WGGW-]001-120-DWH DIHFIR'ASHER'.(s)umtaxlsoG watts 12,000.00 g,white opal 13 1 20 Dishwasher/du oral Bathroom 20 1 14 DISPOSAL:(8)uninxL500watts 12,000.00 WHl R's➢ Compact 35 ] DISPOSAL(8)car.Xl,500 watts 12,000.00 glass globe,white fmish,wet location. 15 1 20 Microtoace Fan Coil umt 20 1 16 fluorescent Thomas MICROWAVE(8)-As Xl,500 watts 12,000.00 MICROWAVE,(8)units Xl,500 w'st[s 12,000.00 �u 17 2 50 Ran a Condensing Unit 20 2 18 RANGE: 8 awls X 12,000w�tts 26.000.00 RANGE; 8 units X 12;000w'at[s 96,00000 SL 9435-8 19 - - - - 20 CLOTHESWASFIFR.(8um[a z1,500 wens each 12,W0.00 (1)IvfH1C0/H NOTES CLOTHES WASHER:8)units x 1,500 watts each 12.000.00 Wa➢bmcket,die-cast aluminum housing,fu➢cutoff, Lithonia DRYER unnsX5,000 watts 40,000.00 DRYER: 8 unus X 5000 watts 40.000,00 iWB2 Wall Clear pulse Stan 127 1 1.Provide a non-lockable handle block on fie alarm circuit breaker#] CENTRALFLECTRICAIRCONDITIO2SNG units X4300wana 34,400.00 )segmented reflector,wide thmtr;oat label,photocell W ST-100M-W T-120-PE-DWHG j 4000k 2.Provide HACRIereaker for condensing unit circuit#18(20) SUB-TOTAL(Connected Loads) 264,336.00 CENTRAL ELECTRIC AIR CONDITIONING.(8)units X 4300 watts 34.400.00 t�Y, jW Wall bracket.die-cast aluminum housing,full cut-off, 3.Provide Are Fault Circuit Intenaptmg circuit breakers for circuits 3 and 5 DEMAND FACTORS FOR UNITS(NEC Tab1e220.84-43% 113.664.48 SUB-TOTAL Connected Loads) 266,040.00 !' Q4100K Lithonia WH3 segmented reflector,wide thmwc oat label:photocell, Wall IIectonic 35 1 (i House Panel T; 2,500.00 DEMAND FACTORS FOR(8 UNITS Table 220.81)=43% 114;39720 emerete,ballast. 4100K WST-32TRT-WT-120-PE-FLOW-DWHG iOTALCALCULATED/AAD WATTS 116.164A8 ]House Panel. 2.500.00 01 TOTAL CALCULATED LOAD AMPS 484.02 1 TOTAL CALCULATED LOAD WATTS 116.897.20 'GENERAL kEQULRIMEMS LOADCENTER'B 1'SUMMARY ITOTAL CALCULATED LOAD AMPS 487.07 IA. All ballasts shall have high po factor. it _ I I power factor. Electronic ballasts shall THD and a mmimumof U 0,85 ballastfactor. 3 Bedroom nit A C. Allfluoreacent lamps she➢haceamininnunof 82 CRl andbe manufactured with reduced rerun- BASED UPON NEC 220.82 � C TOTAL(Watts) C-'l NGTFS GENERAL LIGHTING 1056 Square Feet X 3 Watts/Sq.Ft. 3 168 s 1 SMALL APPLIANCE:2Co0 Watts each 3000 1. Or approved equal. LATU YBmn-h Circuit a 150It Warts each 1,500 2 F'mvidevacklightingty¢hallnecessan accessotiesrequitedforacornpletesestem SERVICE SUMMARY LL MICROWAVE Lzoo SERVICE SUMMARY 5 DISHWASHER 1,200 0° � �° DISPOSAL Lzoo Building Type 4224(6-plex) `� / T 7��7� T T �7 DRYER S,000 Building Type 2F222F(6-plex) LOADCE1V ER H(HOUSE PANEL RANCrE 12000 DEMAND FACTORS BASED UPON NEC 2zo.84 SUB-TOTAL(Geneml Load) 28,268 DEMAND FACTORS BASED UPONNEC 220.94 VOLTS: 120/240,1Ph,3W MOUNTNG Surface NEMA'3R' LOCATION: Building EMerior FIRST 10,000 Watts a 100%+REMAINDER a 40% 17307.20 LOAD TOTAL(Watts) LOAD TOTAL(Watts) t MARQS: 60AMPMLO Bottom AIC:IOK SOURCE: Meter Stack AIR CONDTI'IONINGa 2.4 KW 2400.00 ;n o e Do I-, TOTAL CALCULATED LOAD 19 707.20 GENTERAL LIGHTING:(6)2 Bedroomunits ra,928 sq.ft.X 3 watts/sq,ft. 16,704.00 GENERAL LIGHTING(2)4 Badmom units 1398 sq.ft.X 3 watts/sq.ft. 19.356.00 !_ 4 < d J (4)2 Bedroomunits @ 914 sq.ft.X 3wans/sq.ft. V USE > O ? Q USE 2' p V TOTAL CALCULATED LOAD AMPS 82.11 C a U SMALL APPLIANCE.(6)units wnh(2)cicuits,1500 watts each 18,000,00 SMALL APPLIANCE:(6)units nrth(2)circuits Ca 1,500 watts each 18,000.00 1 1 <0 Exterior lights 0.80 0.8 0.8 L0 1.00 LAUN]DRYBRANCH EI RCUTL units X 1,500 watts 9,000.00 IAWi DRYBRANCH CIRCUIT.(6)units X 1,500 watts 9,000,00 Electric Heater.crawls ace fans 20 1 2 3 2 20 _ Parking Lol Lights 0.6 0.6 SPARE 20 1 4 DISHWASFID2 6 units X1,500 watts 7,200.01) DISHWASHER(6)unrts X1,500 watts 9,000.00 -. 5 - - BUSSED SPACE 6 DISPOSAL (6 units X, Watts 7,200.00 DISPOSAL(6)units X],500watts 9;000o0 � f MICROWAVE(6 units X 1,500 watts 7100.00 MICROWAVE(6)units X 1,500 watts 9.000.00 7 1 20 SPARE BUSSED SPACE 8 RANGE: 6 units X 12 000 watts 72.000.00 RANGE:(6 units X 12.0D0 Watts 49,000.00 9 1 20 Fire Alarm O to 0.1 BUSSED SPACE 10 - CLOTHES WASHER 6)nmts x1500watts each 7,200.00 CLOTHES WASHER COLUMN TOTALS 0.0 0.8 14 1.1 1.1 DRYER: 6 units X 5.000 watts 30,000.00 DRYER:(6)units X 5,0W watts 30,000.00 TOTAL CONNECTED LOAD KVA: 3.3 Amps 13.5 CENTRAL ELECTRIC AIR CONDITIONING its X4300 watt. 25,800,00 CENTRALELECTRIC AIR CONDITIONING(2)surits X5600 watts y (�°nt 28A00.00 SUB-TOTAL(Co....red Loads) 200,304.00 (4)units X4300 twat[, per„ DEMAND FACTORS FOR 6 UNITS(NEC Table 220.94)=44% 8$133,76 SUBTOTAL(Emta.ted Loads) 179,756.00 G - @ A 1 (I)House.Panel'H' 2,50000 DEMAND FACTORS IOR(6)UNITS(IEC Table 220.84)=44% 79.092.64 j i a R TOTAL CALCULATED LOAD WATTS 90.633.76 (])House Panel'IT 2,500.00 1 TOTAL CALCULATED LOAD AMPS 377.64 TOTAL CALCULATED LOAD WATTS 81,592.64 j TOTAL CALCULATED LOAD AMPS 339.97 Cam'Fes SERVICE SUMMARY SERVICE SUMMARY LL- Building Type 323323(10-plex) Building Type 322223(10-plex) DEMAND FACTORS HOSED UPON NBC 220.84 DEMAND FACTORS BASED UPONNEC 220.84 LOAD TOTAL(Watrs) LOAD TOTAL(Watts) t GENERALLIGHTING(2)3Bedmom Townhouse (4)2 Bedroom N.R X 3 n'a is/sq.ft. 30,8 .W mittg1208,q.ft.X3,vm,/sq.ft. units g 914 t Ii ERAL LIGHTING(2)3Hedroom Townhouse unitsg 1208 sq.ft.X3narts sq.fl. r' 88 29,18<I.00 (4)3Bedra m mts@i056sq.ft.X (8)2 Bedroom units@ 914aq.ft X 3 watts!sq.ft. SMALL APPLIANCE:(10)units with 2 circuits R 1,500 watts each 30,OW.00 SMALL APPLIANCE 10 units wish 2 cimaits n 1,500 wins each 30,000.00 - LAUNDRYBRANCH CIRCUIT:(10)unit,X 1,500 watts 15,000.00 LAUNDRY BRANCH CIRCUIT: 10)units X L500wans 15,000,00 WATERHEATER WATERHEATER: GAS 000 DISHWASHER:(10)unite X 1,500 watts 15,000DO DISHWASHER(10)units X 1,500 watts 15.000.00 DISPOSAL:(10)units X 1500 watts 15MO.00 DISPOSAL:(10)units X 1,500 watts 15,000.00 �B A,^ MICROwAVE:(101 units X L500 watts 13,000.00 MICROWAVE,OOL nirs X l,5(O watts 15,000.00 (7 vY RANGE(10)unila X 12,000.vans 80,000.00 RANGE:(10 unitsX 12.000 netts 80,000.00 � ',$ CLOTHES WASHER: ,u,10, 15,000.00 CLOTHESWASHER: 10)units X 1,500 matt, 15000.00 DRYER: ]0)unils X5%martstsX1500,oma 50.000.00 DRYER: l�nin X 5,000 watts 30,000.00 e j4 CENTRALELECTRICAIRCONDITIONNG(2)units X 5600 watts 6 45,00.00 CENTRAL ELECTRICAIR CONDITIONNG:(2)units X 5600 maws 45,600.00 8 unitsX atts 8 units X 4300matts SUB-TUB-TOTAL(Connected Loads) 311,488.N SUB-TOTAL(Connecrod Loads 309,781.E yQh DF �? DEMAND FACTORS FOR IO 84)UNITS Table 220. =43% 133,.1. DEMANDFACTORS FOR 10)UMMS EC Table 220.81)-43% 133207.12 P Fp�Q. 1 House Panel"I 2,500.00 (1 House Panel'H' 2,500.00 TOTALCALCUTATED LOADWATTS 136.439.at TOTAL CALCULATED LOAD WATTS 135,707.12 TOTAL CALCULATED LOAD AMPS 568.50 TOTAL CALCULATED LOAD AMPS 565.45 REVISIONS: DRAWN BY: DATE: J" 12/22/01 CHECKED: JOB No: J" 2005-02 F14 Fri E N SHEET NUMBER: E K G,1:N E M R I KI C" I i-4 c` ELECTRICAL SCHEDULES E L E C T RI C A L E N G IN E E R S BOISE BOMB SHELTER SHEET TITLE: 600 W. CURLING DRIVE, BOISE, IDAH❑ 83702 PHONE 20B]429-1309 ' FAx I 2OBI 429-I 308 t FARNDIN_RENE RING.COM [ PROJECT: 06-058