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HomeMy WebLinkAboutPLANS - 99-00015 - Beehive House - Assisted Living Centeri Fest Pain Street KEY TO MATERIALS BUILDING SECTION EARTH Si ASALT PAvW, SECTION DETAIL COMPACTED &RAW LAR FILL FN15W ELEVATION PLAN CONCRETE MASO14RY WITS ELEVATIONS INTERIOR CONCRETE ® BRICK INTERIOR ELEVATIONS PLTUCOD ® STEEL CCNTWJO)S ® CCNT04IOV$ UGGD CCNT WOOD 51-0=WG ® INSULATION OF RIGID INSULATION DIA FNIW WOOD EA EW.aNEERED FILL ELEC W -DISTURBED EARTH M" TOT' SOIL ELEV ClaJBWED GRAVEL EO SAND FN FW 881 SYMBOLS BENCH MARK BUILDING SECTION BUILOWG WALL SECTION AAS `Y% SECTION DETAIL W e FN15W ELEVATION PLAN +W0 ELEVATIONS INTERIOR ASO DOOR WISER O INTERIOR ELEVATIONS Ohl CCL 0 EXTERIOR ELEVATIONS W4C CCNT CONTNuCA ROOF DRAFf$TOP •SEE IJex DEEP ABBREVIATIONS AFF AaC.YE FINISHED FLOOR ALT ALTERNATE L N LE C1 BENCH MARK BLDG BUILOWG BO BOTTOM CF CLG CEILING 0. CENTER LWM C CHANNEL CO CLEAN OR CCN CLOSED CIRCUIT TELEVISION CCL COUM cm CONCRETE MASONRY WIT CCNT CONTNuCA D DEEP OF DRINKING F0. NTIAN DIA DLAMTER EA EACH ELEC ELECTRICAL M" ELECTRIC WATER COOLER ELEV ELEVATION EO EQUAL OREOJIVALENT FN FW 881 fF FNISPED FLOOR RR FLOOR FTG FOOTING FIND FOUNDATION GR GRADE H HIGH HT HEIGHT NOIR 14ORIZLNTAL ID INSIDE DIAMETER CONSULTANTS ARCHITECT MEDICAL DESIGN GROUP 2116 WESTLAND PLACE BOISE, IDAHO 83104 (208) 318-0811 PHONE (208) 318-1405 FAX ARCHMDGaAOL.COM E-MAIL DAVID R. DAVIE5, AIA STFU(.TUFQLENGINES. PINNACLE EWSINEERS, INC. 810 NO. LINDER PRO. 5TE. B MERIDIAN, IDAHO 83642 (206) 881-1160 MO MASONRY OP M MB MASONRY BEAM MAS MABCNW MAX MAXIM MN MNPYI MS NOr TO SCALE OC ON CENTER OFNG GPENRG OPP OPPOSITE OD OUTSIDE DIAMETER d PENNY R FLATE R RADIUS REF REFRIGERATOR REV REVISION RO SOHED RQ1GH OPENING SIM SOHEDULE SIMILAR SO SQUARE STD STANDARD TEL TELEPHONE TV TELEVISION T THICK TO TOP OF TGB TOP AND BOTTOM TTP TYPICAL LINO U'lLESS NOTED OTHE 15E VERT VERTICAL W' UDE uJC WATER CLOSET UP WOE FLAKaE w UTH wo W OUT OU.NER: Melanie her 4064 E. 300 No. Rigby, Idaho 63442 ph/Fax (208) 145-0"192 CODE OFFICIAL: (208) 359-3020 CODE ANALYSIS,,, NG^ENe7AL• / COOE@ 1997 UNIFORM � G CODE Oc'CupANcT GROW 191 UNIFORM PLUMBING CODE =NSTIRJCTIQJ TYPE 1997 WIFOFd'1 MECHANICAL GORE M56 NATICNAL. ELECTRICAL CODE FIFE SPRNCER SYSTEM TWOXGHOJT 1991 UNIFORM FIRE CODE DESIGN LOADS LIVE DEAD 1311ILDWG 'I FLOORS LOADS LOAD$ LIVING 40 PSF 10 FBF ALLOWABLE AREA 0000 8F RCOF5 RESIDENTIAL LIVWG R-4 4063 SF PITCHED ROOF 36 PSF 15 PSF EARTHQUAKE ZCNE 3 WIND ZONE 00 ITO wo C SOIL BEARING A =PSF NOTES. SOIL DEPTH 3S 100 TITLE SHEET 110 OUTLINE SPECIFICATIONS 111 OUTLINE SPECIFICATIONS 220 SITE LAYOUT 3.10 FOUNDATION PLAN 3.30 MAIN FLOOR PLAN 350 ROOF FRAMING PLAN 4.00 EXTERIOR ELEVATIONS 4.10 EXTERIOR ELEVATIONS 5.00 BUILDING SECTIONS 6.00 GARAGE PLANS 7.00 INTERIOR ELEVATIONS 15.40 MECHANICAL PLAN 1550 MECHNAICAL DETAILS 16.10 ELECTRICAL PLAN REGISTERED ARCHITECT ND. AR -1740 0 .09 L` ,e i �LL1 vi MEDICAL DESIGN GROUP 2716 WESTLAND PLACE BOISE, IDAHO 83704 PH. (208) 376-0817 © QVttdDIT UMM DESCN WP TITLE SHEET Beehive Homes, Inc, s cM West Main Street Rexburg, Idaho 1.00 MINIMUM GENERAL BUILDING NOTES k SPECIFICATIONS (Unless rested otherwise an drawings) GENERAL GI. Floors and walls in bathrooms, kitchen, and laundry rooms will have the rubber trim baseboard sealed and laked to raterpraof the room Ikon. IOlchm, laundry and main bathroom surfaces .dl be smaath and cleanable. G2. Flom for the kitchen shall be submitted to local Heaflh Department having jurisdiction. G3. Single use towel dispensers slag be located in main bathing roam, laundry and kitchen. G4. Ilan -slip surfaces shat be insfolled shower and hot tub. Recessed soap dishes shall be installed in the tub and shover. G5. Submit a copy of Dose plans and specifications to the Slate Fre Marshall G6. Submit kcal conditional -use permits, final inspection copies and occupancy permits to appropriate stale regulatory offices. G7. Site parking provisoes la indude at least are accessible parking space (B'6 ride min) plus an adjacent kodng :one (5TF ode min and 20'-6 long min). Parking fol surface Olood;ng ramp to slope a max of 1:50 (2X). G& Grab bar height between 33 and 36 inches. Diameter to be 1 1/2 G9. All required egress wivows, including at least ane in every bammenl and bedroom, shall have a minimum clew open -able area of 5.7 s4 fl., a minimum height of 24 inches, a minimum width of 20 inches and a finished sill height of rot more than 44 inches. GIO. Assume Min Soil Bworng capacity a shown an Code Analysis an cover sheaf. Aseu v, Sandy loam type sal. Other conditions may require special provgbns in IN foundation design and construction. Commclor to verify actual conditions prim to placement of any concrete. Gil. Conlraclor to veriy a7 dimensions, details and specification G12. Contractor to cot far ON required ksspections at appropriate stage of construction. G13. Minimum rated 2AIODC fire extinguishers shat be provided so that the travel distance Iran any pent inside the building to an extinguisher does not steed 75 leek. GI4. An approved oddress shag be placed an the buildung in such a paslfan as to be plainly visible from the street G15. Any Qm meters and piping, whin exposed to probable vehicular damage due to proximity to dr'nways shad be subody protected. G16. Rubbish containers larger than 40 gallon capacity, shat be constructed of noncombustible materials. GI7. Dumpslen and container larger than 14 cubic yards shag not be sliced within 5 feel of combustible walls, openings o combustible roof eave Ines CONCRETE C7. Minimum depth of too l'vg below finish grade to be per'Frml Depth' as noted on cover sheet. C2. NI footings shat bear li into undisturbed! earth. C3. Footings shat be stepped anal continuous at elevation changes. C4. All waiden fooling forms slag be removed few the foundation impec6en C5. What expansion jams of 17-6 o.e both ways at site concrete Co. Window wells serving required egret windows shot have dimensions in keeping with the minimums required fa the windows 44' maximum depth (m provide steps Or odder rungs): 36 minimum horizontal T vertical ckaance required from any projection into the hor¢ontal clearance staled above (k. bay windowe or camilevers) Gratings Or guardrags protecting window wets shot be sandy removable a be designed such as to not hurler egress C7. NI concrete shag be batched with the following bog mu per cubic yard: slruchrog -.7000 PSI exterior Dat work --3500 PSI C8. All concrete shell be air entrained 3Xt/-IX structural and unexposed flolwork 6X4/ -IX exposed flat work. C9. NI retia shod comply to ASTM A-615 grade A0. All welded wire fabric shag conform to ASDL A-165 minknum lap C. contractor option: riberrnesh Instead of WWF at sats CIO. All rebar shat be securely tied and held n place with minimum concrete protection carer to ON steel as follows wads Y worth side I' formed side foofugs S above worth Cl I. All vertical reinforcement in column a wags shall be doweled from the looting of structure below with rebor of IN some size and spacing required above Provide 30 bar diameter lap splices 12' minimum. C12. No aluminum products shag be embedded in concrete Electrical condme placed in same shag be placed 'in mid height of slabs and shall have a O.D. less than 1/3 slob thickness CIS. Provide IN following minimum reinforcement in foundation one. See details fa additional w special reinforewhi 6 or 6 thick edL¢ 14 bar top and bottom cenlnucus Vertical /4 bars 0 46 O.C. C14, Provide extra reinforcement aroundopenings in concrete wok hood (2)-14 width plus 2'-0 jormb and sib (1) !4 kengih plus 2'-0 m permlled. C15. Foundation he'ghI shad 060. fa both of the following minimums: 6 olmove Bosh grade 17 4 2% grade above street gutter. C76. Damp Proofing a required far all foundations enclosing bosenmis below finish grade C17. Minorum thickness of concrete Door slobs supported directly an the ground shall be at least r. Ct& An plain attached to concrete or masary foundations and sobs placed an worth Or within 6 of "posed sath shod be Foundation redwood or pressure treated wood with sit sealer. Use 1/2' x 16 anchor bolts at 46 ace min, 17 min. Iron wads See shat walls for addn'I requirements. C19. Beam packets in concrete Or masonry walls stag be sized to doe a mimmum 1/2' au space on lap. sides. and earls of born, C20. Vision 5 mi pdym"erve sheet ground cover n crawl space areas C21, -- not used -- C22. Foundation renin b be aluminum with louver or vuryl temperature actuated vents C23. FII under concrete slab and .oras shall be 4' min 3/47 grime. C24. Exterior concrete sail: It tread, Y new. FRAMING FI. Clearance to exposed earth for ON joists Or structural (bas, unless constructed of redwood or Voted rood, Is 16 minimum (12' fa girders). F2. Minimum ceiling heights far habitable rooms, except kitchens, shat be 7'-6. IDlchens bathrooms and halls shall have ceding heights not less than 711. Minimum clearance to beams spaced at 46 a more on center, rot less than 7 It above the tow. F3. All point, beam, and herder loads shall be immd mit to feelings by himmas, cdumm, studs, or other framing members adequate in size. icing points shag be full vldlh aha a length adequate to support the food imposed but in for ewe less than 1-1/Yon rood and Y an mosorxy or concrete. F4. Woad sheathing bracing panels shell be at least 48' ride, shall be located at a within 8' of the comer, and spaced so that there is no unbraced at section exceeding 25' in length. Th'rlmess to match nog sheathing. F5. All framing lumber shag be dearly marked and of a quality to meet the minimum stress grade requirements The madmum variation shall be 5% without re-desgo. F6. Sd'd Y blocking (lug height) shat be provided of ends of paints of support fa at wood joists, fallen and fool trusses of bearing points F7. All glue -lam members have industrial oppworarce. Unless otherwise sated an drawings and shot be such combination to allow working stress of 2400 psi m"Imum in extreme fiver bending. F8. Fre blacking is required in walls at all soffits dropped ceilings, and cove ceilings, and at the Oen and ceiling levels of an shafts and choses. Lome insvklion is rat acceptable. F9. --not used -- Fit. pall slops in attic areas are required every 3000 s.f. with the greatest horizontal dimension Act to exceed 60 feet. Draft slop construction to be TIT 9ypsan board applied to the side of Wes. FI I. Rise and run of stairways shag be 6 maximum aha 7 minimum lar private sloirvys No riser shut be less than C, and all risen shall be within 3/6 of each Other, and all runs shat be within 3/6 of each other. Minimum width of any stairway shod be based an Occupant load and shot of be less than W. F12. Nwod cdecrances to stairways shot be at Inst 6'-6 frisked. F13. Stairway landings shag have o minimum length of not less than the width of stairway but need act be longer than 44'. TIC Landings are required at OR exterior doors and shat be at lost 36 long. FI5. -- not used -- FIS. Under stair space that is unenclosed and usable shag have the eats and ce9ngs 5/6 type X sheetrak. FI7. Handmis located of a height of 3C to 36 are required an both sides of non-residential stairways of 44' vkb and widen. F18. Guardrails shag protect all open balconies stoinoys, Pea or roof openings. landings, a names with than( n elevation exceeding exceeding 30'. Minimum heights shot be 36' for individual deetug units manage shall have intermediate rads Or spindles such that a 4' spinae may not Doss thragh. Fig. Mwdmum 2 x6 eat blocking is required la shower pan support. F20. Weather -resistive Bardet is required fa indoor of Deegings. Use /15 felt, kraft pope "'TyvW Mux wrap, building poper or other approved material applied with horizentody lop or 2' and vertical lap of 6. F21. House -to -garage doors shot be minimum 1-3/6 shad woad a 20 minimum -rated metal, shag be seg -cloning and latching. Wall a minimum of two spring hinges F22. Garages shall be separrated from houses by materials appeared for we Mur fire -resistive comtructiom such as 5/$ type x toped sheetrak an bath sides of common from .01. Wats ssppor" harizmtd seporag" shod be equally protected. F23. Cricketer aro required where chimneys k verlicd surfaces intersect sloped roof arem where there is a possbiiy, of creating vale, sow, of ice dammeg conditions. F24. Step flashings or flashings shad be counledkshN at chi" a wag intersections; with roofs F25. M glazing in hazardous locations is required to be of safety oozing material (tempered). Lacalim 1 Glazing in ingress; and egress doors except )abusies. 2 Glazing M fixed and slicing panels of skiing don assemblies and panels in arigh,; dears other than wardrobe doss 3) Glazing in storm dram _ 4 Owing in ad unframed swinging darn 5 Glazing in dream and erwcbsures fa hob tubs whirlpools, scams, siwom moms. bathtubs and sharers CbNng in any portion of a bddmg rag encasing these compartments where the bolt= exposed edge Of the glazing is Mss than 60 kohes above a standing surface and droit inkk. 6) Oozing in fixed Or operable panels adjacent to a door where the newest exposed edge of the glazing is within o 24 -inch arc of eilhe vertical edge of the door in a cased position and where AN bottom exposed a* of the glazing is less than 60 kid= above the waving surf=, 7) Glazing in an kdmdud fixed a Operable panel. other Noun Note locations described in items 5 oral 6 above, Ivan meets ad of the following conditions A Exposed area of an indiMud pane greater than 9 square IML B. Exposed bottom edge less Ilan 18 inches above Oe Ion. C. Exposed lop edge grecter than 36 inchn above the tea. 0. One of more waki g surfaces w'Ihn M inches nauentoy of the plana of the glazing. 8) Glazing in raRngs regorci¢s of height obave a r01* surface included are structural bakster panels and nominxtard n -RI panek 9) Glazing in wogs and fences used m the barrier for indoor and =Naar swimming pods and spin when the bottom edges is less them 60 Moho above the pod site and the glazing is within 5 feet of the pact Of spa deck ores 10) Glazing in rats enclasng stairway landings or within 5 lot of tan bothem and top Of aakwayt where the bottom edge a les thin 60 inch" ObOve the walkup surface. F26. --not used -- F27. Finish grading shall slope 2X may from all buildings or provide equivalent drainage protection. Drainage Iran roofs or landscaping shad not flow over or onto adjacent properties. F28. Address numbers are required for all buildings and shall be S high and visible from the street bawling AN property. F29. Wood framing; stud grade a better fir. F30. Menders and fieamr. 12 or better fir F31. Floor joists: /2 and better f,. F32. Ceiling framing: j2 and better fr. F33. Roof rafter framing: 11 and heller fir. F34. NOT USED F35. Fiberglass insulation: Ceiling - 17 blown, R-38. Bolls at Ext. Walls: R-11 far 3 1/2' studs and R-19 for 5 1/1' studs. Bedroom Walls: R-11 Balt min., Foundation Insulation: 8185 Sidewal R-13 or Y Dow Blue Board, Snake Density and Flame Spread F36. M insulation molerial including facings are required to have a Ibme-spread rating of 25 or less and a maximum smoke density of 450 unless it is in a cancealed space and the facing is in contact with a wag or ce7ng. F37. SHEATHING SCHEDULE Floor Sheathing; 3/4' tkg OSB (HUD homes use 1 1/8• Slurdi-Flow) Wall Sheathing: 7/16 OSB APA rated Roof Sheathing: (refer to the 'CODE AFALYSIT an the ewer shed, Rcofs. 'live Load) Live Leads up to 30 PSF use 7/16 OSB Roof ShealNig Live Loads up to 55 PSF use 15/37 OSB Roof Shooing Line Loods up to 110 PSF use 19/37 OM Roof Sheothng F38. Not Used F39. Simpson H2 connector is required at each roof truss. F40. The truss manufacturer shag verify all dimensions from floor and foundation pans prior to fabrication of roof tmsses. PRE-MAKFACTURED TRUSSES TI. Member propaities: Chords snail be Douglas Fr 12 or better Webs shall have a min. modules of elasticity of =e ODO psi T2. AN tmss Making shot be provided by the Ams manufacturer. 13. Truss manufacturer shall verify all dimensions. T4. Trues profiles sham are schematic. Trues manufacturer shall submit shop drawings fa approval. All Trusses shall be designed by o registered professional engineer. A registered professional engineer shat stamp and sign the shop drawings. T5. Truce manuloctum shag provide proof of approved third party inspeciton ns required by the UBC. T6. Each 6ssss shag be marked with the following infor mtiom uanufoclurer's ldenity Design Load Tons Stewing NMUNG THE FOLLOWING IS MINIMUM NAILING, UNLESS NOTED OTHERWISE ON DETAIL WAS TO BE BOX TYPE STAGGER ENO JOINTS OF PLYWOOD. NI. Plywood sub -droning 5/6 thick with 8al nals. 6 O.C. at at supported edges and to oil blocking and IV O.C. all intermediate supports Nails shag not be less than 3/6 frown edge or pang black, unsupported edge only a noted pons Coe sublloor to joist with construction adhesive. N2. Joists a Wss rollers to nakers of wet pate; low nod to l6d its (1 each side -stagger) crus we simpson strong lie MA15N a equal framing anchor far each structural member. M7. Blacking: to joists or Vices mltn. e= of noting in Nock. End Mod with two t6d nods (err) side toe wad with two 72d rods. N4. Sill plate (Foundation redwood Or pressure Voted): Anchor halts as specified under 'Cencreld. N5. Wal shwothing Bit noh 6 O.C. at al supported edges and to at blocking and 12' dig intermediate supports. N6. Brocing pend nailing shot be done with minimum lid rods space at 6 along ad edges k 12' along intermediate supports or 16 go. staples at S k 10'. An nailing shall occur ova studs ploles, or blacks equal in size to the studdng, shot be at lead 3/6 from pond edges and be driven flush witout fracturing the sheathing surf=,. N7. Roof Sheathing: Bd nags at 6 o.c. edge and 12' o.c. field RECI=ERED ARCYETECT No. AR -1740 ATnC VFNOIADON Al. Attic ventilation located in gable ends any shall be a total of 1/150th of the arm of the space venilluted, or I/300th if soffit vents are provided along with gable Amts. Openings shat be covered with corrosion resistant 1/4 mesh. A2. Alfie access openings are required for an otters 30" or greater n height , shall have a .30' minimum head clearance, and shall be a minimum of 22' X .30" with no shelving or other inlerlerenca. AS. Geroge attic mctssa shall be hinged & latched & conlmled with materials that maintain fire separation intent of The code. FINISHES H7. Roofing: asphalt comp shingles 2351, 36' it 12" with 151 fell underloymmt fastened with gala. nails. H2. Flashings: 26 ga. goN. metal H3. Overhangs additional layer of 151 felt 0 eaves. H4. Cutlers and downspauls: 26 ga. located at doors and wogs only. Aluminum gutters: tyle K Oa is 2 x 3 redargdw H5. Gypsum board: 1/2 except we noted in fire rated assemblies. Tape and spray texture. Ped - 0 -tope joint trisnot. HIS. Paint: 2 coals semi-gkas lata enomel. H7. Interior doom and Iris: hdbw core flush wood, except as scheduled Or noted otherwise, birch verger with 2 1/4' hemlock melding. Finish in scheduled. HIS. Windows (fixed and sliders}. Vinyl king Or eq, rith 11/4' sash thickness, grade "A' with alum or gohr. hood flashing and pine melding at it finished to match interior doors. Weatherstripping slag be friction mohair type Operable windows 10 have alum screens. Drywal -top at hod and )amb. Utilize insulated glass. H9. Entrance doom: Tri-eW metal 36' cath, 1 3/4" thickness with 1 1/4" hemlock frame malerid. Utilize gohvnized heal flashing and compression neither stripping. HIO. Cabinets. 3 cots stained and lacquered oak finish with plastic laminate canter tops, edging and backsplash. H71. Sheet vinyl: 1/8: thickness with alum Unsocial ovinyl woo lase. X12. Door hardware. lath Ic�h/bckxtlesy. Weise aOBp�� � equal Instal privacy bels al bedrems ase cosmos hath. Utilize lever style handle. Door stopr. vel mount. HIS, Monoaly, operated edge w surface -mounted Rush bolts and surface bolts we prohibited. When automatic nosh bops are used, the door leaf having the automatic Hush boll shag not have a door bob or swan a-mmnled hardware. The unblchirg of any leal smil not requro none than one OW06M H74. AN means of egress doors shag be readily operable loam the We from which egress 's to be mode -itoul the we of a key or special knowledge or effort. HIS. Equipment Rwgc GE JBS26 O'sh.ahr. BE GSO650W Disposat GE GFC 700 Hood: GE JV 330 HIE. Landscape: C top son mea to properly lines. H17. SONG: Aside Cenlerfode Therm Won Owlalan .042 thickness Vinyl Hl& Metal soffit Vee chawsels 0 6 o.c. Perforate every 3rd panel. HI9. Metol Fasces at entre perimeter of building. H2O. Install protected towel dispensers in common bathrooms. H21. Shaeers cultured marble pan and summand 6'-O high min. Wrap W wags. Applicable at cornman sharer, only. individual resident room shavers, to be fiberglass with doors. H22. Porch Pals and RoTugs to be vial covered or metal. NOS. Cubicle Curtain, Trod and Hardware Genual Cubicle (215) 723-8931 H23. Room moisture res'stant gypeea board at oil plumbing vola and at site rags within 2'-O of all plumbing Worts HOLLON EIOCK OR MASWM' VENEER Bt. N masonry sial be reinforced with both horizontal & vertical reinforcement. N black cels or brick co itis Nigh rei facmnenl shag be grouted fug wing concrete grout. Cels stick be al'gned to yrtsene urabsaucted vertical covitie of Y a 3' minimum Use 2000 PSI groul. Grout 4'-U fifis ". Ilse pea gravel in grout for calls 4'X4' medmwn dump: Y to 10 (avoid sePONO n). Do not we cell reinforcing to rod grout 82. N masonry veneer shad be anchored with 22 gin x 3/4 cur No.9 ga. arc or "Durowaif type materiels shag be added to these lies No la shall support more than two square lag of masonry. B3. Maowy ddnaeys castrmted an stoat .alts shatl h secured !a Ihe Wiring at each floor and PerTAA9 kwN nth bo J/IB x I" sled shape Dolled to the Iram'vg. kspecbms we required at eooh soar oral ceiug level, 84. Wimusn heaAA stenion dmereians for (replace aperdtgs 6 sq. IL and forger are 20 - fronl atl 17 -sale, Fw smalW opeotgs, iii -front and 6 -odes. B5. Yreaxy Veneer: Ways at head joint every 6'-O a.c. 151 fed moisture bonier of ori space Of base of Nag to drect moisture away from building. Can6nmm metal flashing at ex of ern. MECHANICAL Mgt DESIGN AND INSTALLATION BY LICENSED CONTRACTOR PER CODE, LOCk ADMINSINATIVE Al MFU Y AND OWNER SPEC Mt. Adequate combustion air is required fur all fuel burning applonces, inchdtg furnace and range Exterior or properly vmWoted attic or was space shall serve as source of combwti n air. M2. Ventilating fare we required for bathrooms, water closets comportments and laundry rooms when rooms have On operable windows to the exterior. All exhaust Ions must discharge to the exterior. All exhaust from must be indindmly ducted to the exterior if the fan is an the slake end of the system. M3. N bothroam and laundry lam shall be dueled to the exterior of the bung (m attic terminations) a instal the exhaust fan of the discharge aril in the attic. M4. Dryer vert ducts shill be a maximum length of 14 feel with two 90 degree than used. It more than two are required subtract 2 feel Iron the 14 1L maximum for each used. Use of screws are prohidled. Vent dryer to the exterior - up through ret if necessary to maintain maximum length. 115. Evaporative coder (when used) air intakes shag be at least 10 feel lorizonldly from or 3 fat below an Rue or plumbing wart temealam MIS. Furnaces nstaffed in closets or okma of new construction shall be It narrower than the space and shag maintain a minimum of S space a" the sides• top, and back M7. Soley Pam with minimum. 3/4" drains shall be installed under ail coding units located in allies and tuned space M8. Range and cook lop clearances la unprotected combustibles shall be 30" minimum (24" to protected canbusbblem Or hoods). Mg. lentos closel shall be vented with a categorical vent. MIO. hNAC copeck shill provide 80 degree F heating and 72 degree coofag with the furnace and air conditonig. Air volume and ventilation rata meet coda. stall 30% efficient Felten Thermostats must ago. tom to ern continuously in "der to maintain fresh an requirements par code. Nil. N bolhrooms containing o bathtub or shower and laundry room; the vmtlation system shall be connected d'rteUy to the outside and be capable of provider give dr changes per hour. Dor point of discharge shag be at least 3 Iefl tram any openings which allows dr entry No the buWrg. No altfic laminations are allowed for Uwse fans. Mit. Rooms which oily contain o vote closet and/" lavatory shall be vented using a mechanical recirculating fon deigned to remove odors Irani the air. MIS. WAG Cont'"b" shall receive prior approval from Construction Supervisor before oolong cuts through any structural members. W14. HVAC Contractor shall coordinate installation with Construction Supervisor and with all other trades to avoid conflicts. MIS. All INAC equipment shall be installed in accordance with manulOct"els rm"nmeMPGom 9I6. hwbled nexaie ductwork may be used la mmuts to grilles and diffusers in lengths of F-0" or. In, U17. The Mechanical Con(rmlor shill verity motor voltages with the Electrical system before ordering motorized equipment ad controls M1& Install 30% flan on each fumace. niers to be new at initial Occupancy. 11I9. N exhaust Not must be ducted to Rw exterior. Exhousl Ion ductwork may be grouped together oniy if lam are located of the discharge end. Otherwise, they must be ndmdmiy ducted to Uva interior. PLUMBING PLUMBING DESIGN AND INSTALLATION By LK;EEHSED CONTRACTOR PER CODE, LOCAL ADMINLSTRATIVE ALTHDROY AND OWNER SPEC. Pl. No piping shag be installed m a to be subject to sneezing. PL No lead or add bearing solders or Ouse are allowed for potable "ler piping systems. P3. Pressure reducing whin we roured who water pressures etteds 80 psi. P4. Bockllo- protection is required for all hose bibbs, lawn sprinkler systems and o1 other outlets having hose trends or posing potential cross connections with the city eater system. P5. Floor drains shall be provided near all eater haler, have cast meld bodies and grata and be visible and accessblo PIS. Water closet space shill be a minimum of 30 in width and allow far a minimwn front clearance of 24 P7. Shaver floor area shag be o minimum of 1024 sq. in, shut be able to encompoa a 30 circle to a height of 70 and shal be Intoned fur a minimum 22"dow. P8. N rough plumbing in basement must be property capped. P9. Place toilets IT from sidewel to center of fixture. P10. If the lo:14 to be fire spooked, place the shut-off in the Laing space, eat in the crud space P11. B the foabty to be fire sprinkled. installation to be in accordance with NFPA 13-R system. P12. Anticipate inninkn at refrigerators. III Second rot water healer, H shown, to furnish 160 degree water to main kitchen sink, dishwasher and clothes washing machine. P14. Locate mon water shut-off Yore in trod space within S' of crow) some access door. PI& Toilets nest be law rater use We designed fur maxima, 1.6 gallons per flush. sinks and shower heads 3.0 gpm. P16. Provide previus balance or them aslotic mixing salve control wives tat an shower and tub -shown sombimliom. P17. Provide and install shoe" doom an an shown KITCHEN REWREYEMS - CONFIRM ITIN LOCAL AND STATE HEALTH DEPARTMENT REOUIRMI S At. There shag be no craw connection between the supply of potable inter and any water which is non-polable or may become non -potable. N2. A double check backout limitation device msut be installed on The potable water system to pravmt bocknow WA siphonage. AS. The bocklbo prevenlian device must conform to the requirements to the Uniform Plumber Code. Ni The an of lead soda is prohRded H5. instal a grease interceptor an the mal line leading fm the food preperation area. Locate this interceptor sac Rol 8 is easy to access and dean. N6. There may be m drmt connection between Uva saml and any drum, orignoling from equipment in which food, ice, portable equipment a u61mh we Priced. N7. A Ilea duan must be provided in the kitchen area. N8. The waste coast for the dishwasher may be connected la the Wel side of a float drain located within five gal of the dsfirnov if the drain o Properly, venblloted. N9. Every drain, overflow or relief Amt hem the voter supply system mat have an indirect connection to the waste system ELECIPoC4L ELECTRICAL DESIGN AN(I INSTALLATION By LICENSED CONTRACTOR PER ELECTRICAL AND ENERGY CODE. LOCAL NYINISTRATNE AUTTiORITY AND OWNER SPEC. EI. I" general lighting use no smaller than 112 roma wire. E2. Ulu grounds (grounding entrain in footings and/w Inundations using either 20' of rebut cur 14 bare capper nice) a e required in addition to water pipe grounds. Wer grounds eliminate the need of driven rod electrodes. E3. N lead ane exterior. GFCI protected receplode is required on all dwelling units, shall have weather protection covers it exposed to weather. E4. All required reset la shag be spaced so that at no point along the floor line of wags shall the distance to a receptacle be grater than 6 feel. Wils two feet or more in wroth shall also hove receptacles. No some along the kitchen counter shall be more than 14' from an outlet. E5. GFCI protected remploclev are required in the following bcatiom: Exterior, garage Except freezer and gauge door opener), bathrooms, kitchens wilhin 6 lag of sinks), unfinished lineaments• crawl space and hydramssage tub circuits. E6. Xilchen counter receptacles sholl be served by a minimum of two 20 amp soul appliance circuits. NI island counters and counter arms oder than 12" shag be served by receptacles E7. N last one wall switch -controlled lighting outlet is required in habitable rooms, bathrooms, hallways, stairways, Swage with power, and at exterior entrances or nits. E8. lighting outlets are required in attics, under -Naar spaces, utliy, rooms, and basements only where than spaces are used fur storage or contain equipment requiring services. E9. Furnish arid instal form in baths complete w/ horizontal discharge where applicable with minimum 4" round dud ETD. Non -recessed incandescent lighting fixtures in cloths closets shall be of Jeal 12" horizonlaly from any shelving (6" for receaed a fluorescent) Ell. Rated or metal Wxa shol be used in ergs separating houses from garage. E12. 110 nit smoke detectors with battery back up are required in ON sleeping rooms• al Rear levels and hallways adjacent to bedrooms of dinging units social basement levels of spot levels having no bedrooms (providing no obstruction is between Nveh) All detecl" dams circuits shall be wired with detector serving becomes. E13. Smoke detectors as far era dwellings we required for all additions, alienations, or repairs to dwellings exceeding 51,000.00 W requiring a permit or when bedroom is added. Existing areas shall be updated with at lost battery only type smoke deleelors. Ell. latah phone and IV jade in location of owner chola E15. Hydromassage motors shag be provided wlh adequate ventilation, be accessible by way of remomble panel or door and be an a dedicated GFCI circuit. E16. Flemish and instal all new material and equipment burring the isting lobel of Underwriter's Laboratories (UL) . Ely. Utilize the fulowing Fre alum equipment: Notifier BAD and ERG mamuni lire alarm pull stations Natifier Genies HG/SHG Electronic Homs Notifier system sever 1400 ionitotim smoke deltetor Notifier PS series battery back-up E78. Contractor shag coordinate N"k with the local utility company E19. All intercom speaker, to have mceaible volume/power wl-oil. E20. Fire alarm system shan Am oWible dorms a wet as v$ml alarms. Ell. Fire alamn system working plans shall be submitted la review and approval prior la system installation as per the Uniform Fre Code section 1001. - E22. Independent phare tree to be wired to each bedroom lar optional phone hookups by the residents. Phone Ewa in the office stall• blchm and king area we to be wired an the same phone circuit. E23. Install door buzzers at aleri" egress dm which indicate when door is opened• 63411011 single pale switch lou each door in Office so that buzze circuit may be shut off at opera(a's otirm. E24. Unkx specifeogy, noted to the contrary, at materials and equipment shal be of standard catalog and preduclion a required to produce complete operolirg systems. E25. The entire eslogotion must be in strict oczarpame with the Latest National Electrical Cade (NEC), latest Nits and requb6ans of the National Fre Prolectim Association, Slate and Lead coda and inspectors, and ON other applicable codes incudiig W not limited to the following: I. Occupations Safetyand Health Act Standards (OSPA) 2. NFPA 170 - National Electric Cade (NEC) J. ADA stoWards - Americans with OisabL6a Awl (ARA) 4. ANSI/IEEE C-2 National ElMricd Safety Cade 5. NEG - Standard o1 Instaaatlon 6. Uniform Wilding Code (UBC) 7. Uniform Fre Cade (UFC) E26. Campy with al nits iso regulations of the composite providing electric and telephone service. All materials and equipment required by. but not regularly furnefwd by the agency providing these service shag be lumched a pact of the Work of Ulm centrad N charges by the ogmry providing these services for work dour by them in On netollaaon of these service shad be paid lou by Uva lemnts/omen. E27. N ow.prswnt must be installed in accordance with rrmulacturees rKswrendaliom. E2& The contact" shop obtain ad necessary, construction permits. E29. As an option to the hard -vied intercom "n shown, the ova, may consider the loloving a a vinatuts "Quick Response Emergency Cal System OR45V by Code Alert for use with w to Ili "Mani at mg ..Ion ARCHNIE01 No. AR -1740 25'-0' 3'-6" I i FUTURE SIDEWALK—�, i PHASE 2 i 9 BED FACILITY i 1 i I - FUTURE SIDEWALK _ LANDSCAPE I 'o 53'-3" 2'-0" TYP. �9 BED 330'-0" -0' 18'-0" r<� Y fm— — — — — — — — — — — — — — — — — -- I PHASE 2 i FUTURE CONC. APPROACH — — — J GARAGEI F— — — — LANDSCAPE I m PARKING LOT A ISITE LAYOUT PLAN In = 30,- oil I ys" 24'-0" 3 ASPHALT PARKING AND DRIVEWAY 25'-0" 1:10 slope max. 1:12 slope max BUILT-UP CURB RAMP a REGISTERED ARCHITECT No. AR -1740 MEDICAL DESIGN GROUP 2716 WESTLAND PLACE BOISE, IDAHO 83704 PH. (208) 378-0817 ® COPIROIT MrA MESO O,OLP = SITE LAYOUT PLAN Beam" Homes, IncOEET W Main Scam vw Rexb-XQ waP 2.20 il..__. rtAuom<.cacn®mam a.x 1 2 3 4 16'-6' NOTES/SCHEDULES 4063 sf 10'-8 1/2• 9" 5'-1' 6'-5" g'-6" 4'-6" 8'-0• 38'-C-10"WALL SCHEDULE 1 -1 9 © NOTE: SEE SPECS. FOR INSULATION 5'4'5 5'4'S I O I o TYPE DESCRIPTION U B B 1'-8 12osF ® ® O © A not used it carpet I'I C. V. I _ carpet C carpet a 2'-8 verify _ FFICE STAFF B 2 x 4 EXTERIOR WALL STORAGE ® B HOU EK ����alr G N carpet DINING O IT d) C 2 X 4 INTERIOR WALL '^ O Ci lb'S EXAGON SHAPED D not used O'�• `""�1 OPENING W/ FIXED 5 ro" F tempered B I 4'F tempered GLAZING PANEL 4 G+ ___= s 1Q E not used 0 2'-4 sheet vinyl I j N carpet c MECH. 51/4 STORAGE Q ' 0 Im 3'-8" 6'-�l' n12'-763- 4" vinyl 5' 0" o 0 3'_0' 3 ® " <� P MEQww162sF REbISTEAED 'a � y �' 00carpet AACNFiECT - 8' 3 BEDROOM "' C No. ARA 740 0 • 3-4" v' C. °1 carpet o� " o I C DROOM 1© sheet vinyl O IB ITHEN. LIVING a o ; shelves o 3 C I O © r I D 160s. ^� C7 0 M '''1 c I' N •n N cdrpet lu ' CEJ S. VI �-'9999Y37 999 LL LL LL LL C LL LL LL LL BEDROOM 8 �_� i 3'-02'- \BAT a m o gagaIdd AVID R. DAMES o ' c •o 6'-3 2' 1/ �.^ STATE O, IDAHO j O (1 w� `' ® O B W A 3 F 3 3 � 9 z 3 o ro --mar et i n '_q 5'-0 Il' -O- -2 ..I a �. a a mmm om a moms m u P STORAGE I C 3 -6 1/4' r 2'- 1/4'sheet vinyl Q w a STORAGE sheet vinyl u Q a F LAUNDRY -- I r Ill 8 w w a h �} 8 4'-0• O Q a' I'-' Om __ N o i�8Ii88�� 204 j jl jl j ro j f\ a V W w j © O O UI C U al O O U U O O- U C o :::mA Z : a a Q a a In u1 I" In III I mal .Zmnmm mU > In .saaaax aaxs 2 3'-0 3 1/2 3'- 1 C enI i pl•_ 00 ~ O z n 136sF 'P' .3t t'+ 136sF 136sF 135sf 164sF a a m carpet Gdr et CI N smm J'mr jx'`�m p p p carpet carpet carpet carpet r O w a a e a' o: 6 9 9 0 0 0 m m a W BEDROOM 7 BEDROOM 6 1 BEDROOM 5 BEDROOM 4 BEDROOM 3 BEDROOM 2 " 0 " ^ ^ " ^ ` ^ ^ °_ n 3 W CB 6 2'typ -, C C g" 0§s a� ss>3Q 000000 Im;1 c b3 I b3 m3 C e3 - ---- a C -'-- ---- I ---- ---- I C -'-- 6 B 4.4.5 4.4.5 g 4.4.5 4.4'5 B 4.4'5 4.4'5 g MEDICAL DESIGN GROUP 5- 7'-5' 12'-91/2- I 12'-31/2' 2716 WESTLAND PUCE 9'-10' 4'-8' pg S�2IDAHO )03788 A 12'-31/2' 0817 6'-9'©co 8'-9• - 15'-101/2' I 7'-6 1/2' 8'-6'I 7'-9• attearumlcv.otswcaae AI 80•_°• Z FLOOR PLAN Al FLOOR PLAN Beehive Home I=' W _ - West Main Street ve• . F. 0• - - - Rexburg, Idaho 3.30 - .M,. Isss a/.tnAm.4•�ec.+aam mN•m wa I 2 3 4 2 1 3 1 4 2 3 1 4 MANUFACTURED TRUSSE5 2'-m" O.C. 2'_0^ MANUFACTURED TRUSSES ® 2'-0" O.C. NOTES/SCHEDULES oQ ' RIDG-E HALF TRUSSES VALLEY m r -m" �o HEADER SCHEDULE , poo poo iv p p + A — — —gal - bi TYPE DESCRIPTION - H r A p A (2) 2 X 6'5 W1 1/2" PLYWOOD STUD°- L GLUED AND NAILED (2) TRIMMER . — — E E E qlFSHIM 1:12 PITCH Lu — — —'— — —RIDGE B(2) 2 X 10'5 W1 1/2" PLYWOOD I'_6^ p — l I 5TUD5 1:12 PITCH SHIM GLUED AND NAILED (3) TRIMMER C 'I E T S •USE (2) TRIMMERS HALFTRUSSES_— s z' -m" O.C. �' J/,M-)— B B — _ I _ J` _ C (2) I6" MLB's II V-6' now I 30100 or Am UNION omc_ li [a II D (2) 2 X 8's MIN. t d — r- OF p - � I OVERBUILD 4t, E (1) 4 X 8 r y 4<<F :I Q 3) RI E 5 v 4 n ��� - u - it N I O GENERAL NOTES: A �� ROOF SHEO.CATHINGTO BE, W1 5.5:12 PITCH I R' w ABOVE I I it I IX i . 6H SAIF EDL BLOCKING NOT REQUIRED. MANUFACTURED I PLANT SHELF ` 4SI� I - - .iI- TRUSSES o O.C. - RIDGE - C'r - -.� SO,Q 4 T� II I _- i II IIS D r 11 IiS FS ID RIDGE U 11 - A I I I N �I a\ �I I 1 y l REGI�RED P PLANT SHELF[ PL N SH LF UR - ARC:;fI'ECT r l ABOVE A O O PIo.Aa-1740 1 p '0..`'S 11- ' HALF TRUSSES p p p pi p DI iI a 2'-m" O.C. - _L -r L - �L 1:12 PITCH I II ,� It I I I I II II II I II � II VID R. DAME, STATE OF IDAkO 1:12 PITCH it ,1 I I 1I=— em I H MEDICAL DESIGN GROUP 1'-6^ 2716 WESTLAND PLACE BOISE, IDAHO 83704 PH. O O O O '�— (3) TRIMMER STUDS (3) TRIMMER STUDS (208) 378-0817 Q 070GIT ulpcu DESM MP 5:12 PITGH 5.5:12 PITCHJ AI 'AwROOF Z FRAMING PLAN Beehive Home Inc. fflT Al ROOF FRAMING PLAN West Main Street 13.50 ve . r• a _ RoxWg, Idaho 2 1 3 1 4 3I z 1 3 1 4 ROOF VENT - 88 SQ. IN. MIN. FREE AREA ROOFING �1 SIDING — �1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------- FOUNDATION ------------FOUNDATION FOOTINGS C1 REAR ELEVATION 1/511 = 11-011 SKYLIGHT —1 ROOFING ATTIC VENT SHEET METAL TRIM SIDING 1:12 PITCH 12 1 12 1 I:7 ±::;F CONCRETE STOOP FOUNDATION - MASONRY VENEER FOOTINGS FRONT ELEVATION 1/811 = V- oil i REGIS'cRED ARCHITECT No- AR -1740 SHEET METAL TRIM SIDING 2 1 3 nrrii- ..ram -- — —------------------------ C1 SQIDE //E�LEVATIONil SHEET METAL TRIM SIDING CONDEN5ING UNIT — MASONRY VENEER —\ 12 - 5 ATTIC VENT — ROOFING L�-------------- �---------� Y 1 AIR LOUVERS 4DENSING UNIT Al SIDE ELEVATION 1/5" = I,- 0 —� 3 n RMISTEREO ARCHITECT NO. AR -1740 0 2 I 3 1 4 C1 ' UNDISTURBED SOIL OR 145% COMP. --/ UNDISTURBED SOIL ENGINEERED FILL OR 95% COMP. ENGINEERED FILL FOUND. DETAIL C2 FOUND. DETAIL 1/2" = 1'- O" 1/2" = 11- Oil C3 UNDISTURBED SOIL OR 35% COMP. ENGINEERED FILL COLUMN DETAIL 1/2" = I'- O" SCISSOR TRUSS SKYLIGHT (24" X 48") 122 DELETE BLOCKING BEARING- WALL 15 EVERY THIRDHIRDTRU55 VENT SPACE FOR VENTING, BAFFEL (FL INSULATION AS REQUIRED PLANT SHELF 2 11V2 �— im 1 va• (PLYWOOD TOP) 12 BEARM BEARING WALL BEDROOM #5 TOILET LIVING ENTRY ENTRY COLUMN To�Loax� -- SLOPE FINISH GRADE AWAY FROM -�- BUILDING TYP. Al BUILDING SECTION Iis° = I,- oil Y 2 FROST WALL 3 METAL WRAP AT BEAM r METAL FASCIA SHEATHING – FELT PAPER SIDING — TRIM VAPOR RETARDER GYPSUM BOARD REGISTEFIEo ARCHTECT No -AR -i740 [] �— WOOD COLUMN SIDING I X REDWOOD WRAPED SHEATHING IN METAL STUDS STUDS INSULATION BRICK VENEER VAPOR RETARDER BRICK VENEER INSULATION GYPSUM BOARD FINISH GRADE VAPOR REDARDER COLUMN BASE FINISH AS NOTED GYPSUM BOARD MUD SILL FINISH AS NOTED (4) 1/2" X 8 ANCHOR BOLT5 FLOOR JOIST REINF. AS NOTED FLOOR SHEATHING- — — — — — FOUND. WALL INSUL. MUD SILL IT: — — — _ PONY WALL FLOOR JOIST — — — — — — FOUNDATION WALL FOUNDATION WALL INSULATION REINF. AS NOTED PONY WALLFOUNDATION WALLFOOTING VAPOR RETARDERSIDEWALK VAPOR RETARDER FOOTING PIER REINF. AS NOTED FOOTING C1 ' UNDISTURBED SOIL OR 145% COMP. --/ UNDISTURBED SOIL ENGINEERED FILL OR 95% COMP. ENGINEERED FILL FOUND. DETAIL C2 FOUND. DETAIL 1/2" = 1'- O" 1/2" = 11- Oil C3 UNDISTURBED SOIL OR 35% COMP. ENGINEERED FILL COLUMN DETAIL 1/2" = I'- O" SCISSOR TRUSS SKYLIGHT (24" X 48") 122 DELETE BLOCKING BEARING- WALL 15 EVERY THIRDHIRDTRU55 VENT SPACE FOR VENTING, BAFFEL (FL INSULATION AS REQUIRED PLANT SHELF 2 11V2 �— im 1 va• (PLYWOOD TOP) 12 BEARM BEARING WALL BEDROOM #5 TOILET LIVING ENTRY ENTRY COLUMN To�Loax� -- SLOPE FINISH GRADE AWAY FROM -�- BUILDING TYP. Al BUILDING SECTION Iis° = I,- oil Y 2 FROST WALL 3 METAL WRAP AT BEAM r METAL FASCIA SHEATHING – FELT PAPER SIDING — TRIM VAPOR RETARDER GYPSUM BOARD REGISTEFIEo ARCHTECT No -AR -i740 [] ASPHALT SWING OVER ROOF SHEATHING R-30 BLCWN-IN INSULATION OVE GYPSUM BOARS CEILING- - FINI51 SWEET 350 — SEE BEAM SCHEZ SHEET 3.50 SEE BEAM SCHEDULE —� n 2 I 3 I a SEE SITE PLAN CONC SIDEWALK - 0 it SEE WALL TYPES _ES V .I iI R > IED II I 'I W I If II I 22 X 30 I I� 1 I 5:12 PITCH .I I >ULE B I. li__j I MATERIAL KEYING LEGEND AT GARAGE DOOR 6 X 3'-0" FROST WALL — — — — — — — ' 3'-0' — — — — I � I SIDING OVER WALL SHEATHING 0 II2 u>P - NAIL SHEATHING PER SPECS. SEE SHEE 3.10 I INSULATE WALLS, HOLDDM q ANCHOR I INSTALL GYPSUM BOARD, FINISH TAPE AND jjp PAINT AT INTERIOR a I I 0 I I SLAB FLOOR - UNREINFORCED 4" THICK CONC. 4Et7il SAW JOINT 1/8" PER FOO SLOPEIMPu� AT GARAGE PERIMETER I CONSTRUCT FOOTING TYPE L — — _ — _ — J "A" - SEE SHEET 3.10 REGISTERED ARCHITECT V 140. AFI -1 740 ROOF OVERHANG B3 FLOOR PLAN 1/s° = 1'- o° L AT 2'-0" O.C. SHEET METAL FASCIA MANUFACTURED Tf3155'c5 EACH END GABLE END VENT AT Al ROOF FRAMING SIDING PLANGA PLANS - Hz 1/8" = 11- m" n= 1 2 3 • MEDICAL DESIGN GROUP 2718 AESTLAND PLACE BOISE, IDAHO 83704 PH. (208) 378-0817 m COPH"T UMCAL DE9M (POUF GARAGE PLAN Beehive Homes, Inc STET R� �16.00 !ri 1!!7 ¢auonm,Yno�mim mwm xr ©m AI 1 2 VENT THROUGH ROOF 3 -10 1'-8 3/4" AS REQ'D BY CODE 3 4 ow"m LAMINAT BACKSPLASH 10" DEEP LAMINATE COUNTER i0 ASSEMBLY AT TOP OF HALF WALL SINK BACKSPLASH VEI T STOVE PER 2'-0" LOCAL CODE STOVE I \ 1'-8" I 1''6" I varITy I 2'-01/2" I - DISHWASHER KITCHEN LIGHT FIXTURE 30 "x36 " AT ANGLE MIRROR /MEDICINE 3'-51/8" - CABINET _ I�i d SINK =� LOCKING DRAWER �I✓ i I N ASSEMBLY 21" DEPTH TYR REBID. BATH INTERIOR ELEVATIONS 3/8' I r-----, i I I I IREFRIGERATOR I I I I I I I I I I I I I. I I I VCKIh7 n 3 0 T ANGLE ATANGLE J KITCHEN VERIFY 11 KITCHEN REmsTEAED ARCHITECT N. AR -1740 • NOTE: FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. AT ANGLE 3'-51/8" - I�i d ATANGLE J KITCHEN VERIFY 11 KITCHEN REmsTEAED ARCHITECT N. AR -1740 • NOTE: FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 3 A Al PFUNT21 150 CFM W-:1 IF GAS F� MACE r FLUE I{ENT TO BACK \ EFAN VTR SIDE OF ROOF, \ ® 56 CFM CONNECTION(/ IL VTR GAS ''5pc_F1'1 A/ 9 - 11 I F _ _ FRESH AIR — DUCT TO FURNACE V 15�VM 5R= THROUGH WALL I T L_ MECHANICAL MECHANICAL PLAN 50-1CFM lig — XE' L___ 50 G _- I L 14 X 14 SAL .Ji 15 CFM IF- r EFAN VTR 10141 / / ® 50 CFM ErEFAN VT �� = I 50 CFM l F- 18"m 1U 1H 1_ - -JL- JL- MECHANICAL PLAN Ila- . 1'-0. 2 I I r� I LJ I r I I\ �I 24 X 12 R.ADUCT MOUNTED RAG. 24 X 24 CEILING 3 15 CFM r -I yl L J Lyml III 150 CFM I�I � w Ilr � 150 CFM GAS FURNACE s WATER HEATER FLUE DENT TO BAC! SIDE 10r ROOF -� FRE& AIR DUCj{ TO FURN ,EE W/ DAMPER THROUGH WALJL G! �I EFAN VTR ® 510 CFM � II �� II JL�� 1 n n MOUNTED RAG. r 24 x H' RADS 24 X 24 CEILING; � 18 X,?,4 SA.DUCT TO[CRAWL SPACE LC 4"?1<10" VENT EFAI4 VTR cm 50 CFM 10"m II ii II I; H`125 CFM 1 , -- IF -- 'r--- II Ir II EFAN VTR t240':C�rm MIN VTR EFAN VTR U 50 CFM CII7 ' 7" HOOD DUCT II 50 CFI°f - I q T61 CRAWL SPACE EFAN VTR -1 / AIR VENT LOUVER AS REQUIRED CONNECTION - GAS OUTSIDE WALL FLOOR TO VENT THROUGH 5" DRYER DUC 0" VENT��i 4" — MECHANICAL PLAN 50-1CFM lig Home Inc XE' West Main Street I _- Rextxug, Idaho 14 X 14 SAL .Ji 15 CFM J EFAN VTR 10141 / / ® 50 CFM ErEFAN VT �� = I 50 CFM l EFAN VTR 50 CFH 18"m ' F _ _ =r J ErAN VT 50 CFM -1 F==r T II I i 1 I 150 CFM i !I EFAN VTR _ - y ® 50 CFM / IIS =JI I I > I R' IEFAN VTR 'f- '50 CFM n EFAN vTR ! 50 CFM JL JL — 1 _I __ GAS FURNACE s WATER HEATER FLUE DENT TO BAC! SIDE 10r ROOF -� FRE& AIR DUCj{ TO FURN ,EE W/ DAMPER THROUGH WALJL G! �I EFAN VTR ® 510 CFM � II �� II JL�� 1 n n MOUNTED RAG. r 24 x H' RADS 24 X 24 CEILING; � 18 X,?,4 SA.DUCT TO[CRAWL SPACE LC 4"?1<10" VENT EFAI4 VTR cm 50 CFM 10"m II ii II I; H`125 CFM 1 , -- IF -- 'r--- II Ir II EFAN VTR t240':C�rm MIN VTR EFAN VTR U 50 CFM CII7 ' 7" HOOD DUCT II 50 CFI°f - I q T61 CRAWL SPACE EFAN VTR -1 / AIR VENT LOUVER AS REQUIRED CONNECTION - GAS OUTSIDE WALL FLOOR TO VENT THROUGH 5" DRYER DUC 0" VENT��i 4" — MECHANICAL PLAN 50-1CFM lig Home Inc XE' West Main Street I _- Rextxug, Idaho JL_ .Ji 15 CFM 125 CFM / ErEFAN VT �� = I 50 CFM l EFAN VTR 50 CFH 1 ' F _ _ =r J ErAN VT 50 CFM -1 F==r I i L i iU.N.O. _z — Jt_ — �L — —iL L --———— -r---- _�S=-----= L======= -I L U.N.O. 125 CFM TYP. I AI N G NOTES/SCHEDULES I. PROVIDE FLEXIBLE DUCT CONNECTIONS AT SUPPLY AND RETURN AIR OPENINGS AS REQUIRED, 2. MOUNT OUTDOOR CONDENSING UNIT ON 4" THICK CONCRETE PAD. 3. EXTEND 1 1/8" SUCITON AND 3/8" LIQUID REFRIGERANT LINES THROUGH FOUND- ATION WALL THEN ROUTE IN CRAWL SPACE TO INDOOR COOLING COIL SECTION AT FURNACE. 4. PROVIDE MIN. 300 CFM OUTSIDE AIR INTO RETURN AIR DUCT FROM ROOF U51NG A SCREENED INTAKE HOOD. INTAKE HOOD TO BE A MIN. OF TEN FEET FROM ANY EXHAUST DUCTS/CAPS. 5. EXTEND 3/4" PVC CONDENSATE DRAIN PIPING FROM COOLING COIL TO FLOOR DRAIN. COORDINATE DRAIN LOCATION WITH PLUMBING CONTRACTOR b. INSTALL T -DAY PROGRAMMABLE THERMOSTAT WITH AUTO CHANGEOVER T. THERM05TAT TO BE SET TO ALLOW AIR HANDLERS TO RUN CONTINUOUSLY. 8. WATER HEATER SELECTION BASED ON 50 GAL. WITH RELIEF VALVE PIPED TO FLOOR DRAIN. S. SYSTEM SHALL BE BALANCED IN ACCORD. WITH STANDARD PROCEDURE AND REODGNIZED PRACTICES. MARK FINAL DAMPER POSITIONS WITH RED FELT MARKER REGISTERED ARC91 TECT No. AR -1740 • MEDICAL DESIGN GROUP 2718 WESTLAND PLACE BOISE, IDAHO 83704 PH. (208) 378-0817 Q COPYR(Ml UMCl1 DE4 OW Z MECHANICAL PLAN MBeehive Home Inc XE' West Main Street I _- Rextxug, Idaho 15.40 I l FLEXIBLE DUCTWORK METALBESTOS THERMOSTAT — - —I PLNE CAP TV7LL SEE TABLE BLOWER CLEC SYM TYPE RENA" CPM ESP MAX P8X IC SEALER VA .A TURNING VANES EF-1 CEILING CABINET 125 a25' L030 191-116. LLARING ORVE ROOFING WALLPENING ® INSULATED CABINET L In RAFT TYWCR. CF -2 GAS VEN!TYPE 150 SHLL 'B'INCHES GREATER LE INSl1aTE0 C>BINET L BACKORAF'T OAWCR. ENT. (FOR VENTS ND LARGER SWILL INCHES.) GAS FLUE DETAIL N 2 3 EXHAUST FAN SCHEDULE -FFFYYY FLEXIBLE DUCTWORK FLAT to 6/12 THERMOSTAT — - —I MANUAL VOLUME DAMPER AIRFLOV —� --------------- BLOWER CLEC SYM TYPE RENA" CPM ESP MAX P8X EQUIPMENT CALLOVT VA .A TURNING VANES EF-1 CEILING CABINET 125 a25' L030 191-116. CONTROL V/ SEPARATE SWITCH. PRUv[M V/ OVER 16/12to18/12•OVER © RETURN GRILLE ® INSULATED CABINET L In RAFT TYWCR. CF -2 150 CONTROL v/ S`1 ART HITCH PROVIDE V/ LE INSl1aTE0 C>BINET L BACKORAF'T OAWCR. MXHFACTURER. GREENNECK NOBEL SP ALTERNATE MANUFACTURERS- CANES, CERK PACE ACME PENAL AND BRIEOERT/EXIT-AIRE SPIN—IN FITTING DETAIL NTS NATES INSTALL OUCTVMK LEVEL SIZE BAND TO FIT AROUND DUCT 00 RANO MUST NOT CRIMP DUCT. DO HOT KIN( CUCTVQRX WHEN NAKDO BENDS. USE LONG -RADIUS SLAV RENDS TO GRILLES AND DIFFUSERS. MAXIMA( LENGTH OF FLEXIBLE DET SMALL BE 6'-0'. VIRE HANGERS 2 J'-0. OL HVAC LEGEND -FFFYYY FLEXIBLE DUCTWORK FLAT to 6/12 THERMOSTAT — - —I MANUAL VOLUME DAMPER AIRFLOV —� --------------- SPIN -IN FITTING V/ AIR EXTRACTOR OVER 0/12 to 9/12M6­0' FF9 FLOOR SUPPLY AIR GRILLE E) EQUIPMENT CALLOVT VA .A TURNING VANES �— INTAKE OR EXHAUST �— DIRECTION OF AIRFLOW FEET. OVER 16/12to18/12•OVER © RETURN GRILLE ® EXHAUST FAN r, I Cil t_� TOE -SPACE SUPPLY GRILLE- —FLEXIBLE DUCT VIDE STEEL RAND FLEXIBLE DUCT INSTALLATION DETAIL HTS 11 4 VENT TERMINATION ABOVE ROOF RWF SLOPE MIN. HEIGHT FROM ROOF TO LOWEST DISCHARGE OPENING FLAT to 6/12 1'-p' OVER 6/12 to 7/12 1'-3' OVER 7/12 to 8/12 1'-6' OVER 0/12 to 9/12M6­0' 4'.12' OVER 9/I2 to 10/12' lO O - OVER 10/12 to 11/12' MGM A VERTICAL WALL CR SIMILAR OBSTROCTIGN VENT CMS 12 INCHES OVER11/12to12/12•VER 12/12 tR IA/12• v 14/1 to 1 /12 FEET. OVER 16/12to18/12•OVER SIZES BASED ON A )A%INN NC LEVEL ¢ 25. IB/12to20/12•OVER 20/12to21/12' SUPPLY GRILLE SCHEDULE SYMBOL NOMINAL SIZE CFM RANGE REXARI(S G-1 4'x10• 0-)5 O O G-2 4'.12' 0-100 lO O - GRILLES - HART L COOLEY NOBEL NO 420, CR EQUAL. MGM A VERTICAL WALL CR SIMILAR OBSTROCTIGN VENT CMS 12 INCHES MIN DSA 30 SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE REHARKL NOMINAL SIZE O FLAT GRILLE SIZES BASED CW STANDARD RESIDENTIAL FLOOR GRILLES REMARKS STM - HART L COOLEY MODEL Na. 411 WITH DAMPER OR EBUA.. LISTED VENT CMS 1.2 INCHES IN SIZE M SMALLER SHALL BE PERMITTED TO BE TERMINATED O2 TOE - SPACE GRILLE SIZES BASED CM SLNOARD RESIDENTIAL FLOOR IN AMORDANCE WITH TABLE PROVIDED THEY ARE LOCATED AT LEAST 8 FEET W LDV - GRILLES - HART L COOLEY NOBEL NO 420, CR EQUAL. MGM A VERTICAL WALL CR SIMILAR OBSTROCTIGN VENT CMS 12 INCHES MIN DSA 30 AND LARGER SHALL BE 2 FEET HIGHER THAN ANY PORTION OF BUILDING WITHIN 10 FEET. Q SIZES BASED ON A )A%INN NC LEVEL ¢ 25. SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE S"REM NOMINAL SIZE SUPPLY FAN COOLING REWIRED AT GAS ELECTRICAL CFM RANGE REMARKS STM UNIT TYPE 95• DSA 67' EVIL 80' ED HEATING (WTDpUR UNIT, O1 O U- N-1 W LDV - MBH MRH MBH MBX M FUSE V/A [FM ESP le V/A (TOTAL) (SENS, IIWT g1TNl AMPS S13C 2000 03V ]H ISS/1 57B 41.0 135.0 1108 3).4 60 208/1 MIN SEER 10 MIN DSA 30 ..- .._. " "" ` NOTE: CONTRACTOR IS RESPONSIBLE ALTERNATE WWFACTURERSi CARRIER TRANS YORK .0 JANITROL FOR HVAC EQUIPMENT SELECTION, DUCT SIZING AND OVERALL SYSTEM PERFORMANCE RETURN & EXHAUST GRILLE SCHEDULE S"REM NOMINAL SIZE HECK SIZE CFM RANGE REMARKS R -I 6'.i2' O1 O R-2 24' X 24' 24' X 24' 0-1.100 00010 REMARKS O SIZES USED ON TITUS HEEL VR-. HORIZONTAL FIXED BLADES. 3/4' SPACING. 45' DEFLECTIM APPROVED M~ACTLRERS INCLUDE AHEMOSTAT, CARNES JLJ REGISTER NAIL6U TUTTLE L BAILEY, METAL-AIRE AND PRICE. O SIZES BASED ON A NAXIMLN NO LEVEL OF M Oj ALL GRILLES LOCATED IN LAY -IN CEILING MEAS SHALL BE P4'KIP OR 24'X48' PANEL TYPE, UNLESS OTHERWISE INOICATE0. ALL GRILLES IN HARD CEILING AREAS SHALL SE SURFACE MOUNTED BEVELED FRAME TYPE, WITH OFF-WHITE FINISH REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF VARIOUS CEILING TYPES. O CSF -WHITE FINISH BALANCING SCOPE BALANCE OF THE AIR SYSTEM SHALL CONSIST OF: Adjust all air volumes to the quantities shown, with allowable Variation of plus 10, minus 10 percent. Record all system, zone, dlFfuser, grille, and register C.F.M. Test and record all system static pressures, inlet and discharge, on all packaged units, fans, and terminal units. Test and record motor Full load amps and nameplate amps. Test and record entering and leaving temperatures at all coils. Adjust diFFusers and grilles for proper de Flection, throw, and coverage. Eliminate drafts and excessive nose where possible. Mark Final positions of all balance dampers with a red felt pen. Air systems shall be balanced in accordance with standard procedures and recognized practices of the Associated Air Balance Council, 3 REClSTERED ARCHITECT No. AR -1740 I . DAVID R. DAMES STATE QF IDAHO J I 1 1 2 COORD. POWER FOR EQUIPMENT !i PULL E :.°O Al ELECTRICAL PLAN ° HOUSEKEEPING i S0O COORD. POWER FOR EQUIPMENT I —J I H. f 1 If 1 F 1 E VI 9 I II L ATE IN LJ UPJ LJ 3 PHOTOCELL THIS CIRCUIT LOCATE IN \ SOFFIT FOR SEASONAL LIGHTS MASTER INTERCOM COORD. POWER FOR EQUIPMENT ELOtt1 AR CABI T D15P. 2q II®: GARBAGE KITC(EN L,---- IL.1 STOVE E; A 8 S0� ' IN I HR 51 THROUGH uni s°p — j A---- t}I I PULL / ! 34 n 1! A 0s.a iI I °Q O`° I� 17 �� BEDROOM 6 �I �I BEDROOM BEDROOM 4 i I i AI 2 m i°Q 4 NOTES/SCHEDULES FOR EQUIPMENT COORD. POWER pt,STAFF 24VDC FIRE PULL BEDROOM 3 :40 Oa OM 2 C MEDICAL DESIGN GROUP 2718 AESTLAND PUCE BOISE, IDAHO 83704 PN. (208 a o © COP71d011 Eznrx cess aaw Z ELECTRICAL PLAN Beehive Home Inc. 9EET _u West Main Street _ Rexlxug, Idaho 16.10 a � m � � J w S ° ELECTRICAL PANEL ° k ABOVE a — COUNTER w W � i y� yu 1yd 6 1C��1 W mL ]?S CRAWL SPACE . u n LIGHT W/ JEW PULL HORN TO x 3 3 7 GARAG-EW g 0 PHOTO- CELL FOR a [4 a PARKING AND OUTDOOR AREAS C MEDICAL DESIGN GROUP 2718 AESTLAND PUCE BOISE, IDAHO 83704 PN. (208 Jin F]7 I ¢nwm°.R,iowcman mmm as ) 378-0817 © COP71d011 Eznrx cess aaw Z ELECTRICAL PLAN Beehive Home Inc. 9EET ..(,F_ West Main Street _ Rexlxug, Idaho 16.10 Jin F]7 I ¢nwm°.R,iowcman mmm as y a Trcnailion Supe_______ 1/2' Preformed I ._._7/2' Prclom+ed I -. Exports I n Joint rMe, Sidewalk Expo--, Joint filler i d _._ Beek of Walk 7 duaa n Ex pa •SW. 1/p2" PreformednsionJoint fUUtility Strip =i i iller 3 In Fully Depreesed Sectan Tronsition Transition Fuly 1 \ See Note e5 DRIVEWAY (SIDEWALK) Une 11 .J' an Center Both Wogs SECTION A COMMERCIAL DRIVEWAY Une 11 SECTION A M RESIDENTIAL DRIVEWAY K Section DRIVEWAY (UTILITY STRIP) R/W Une 7 11 R¢bprs Event' Spaced Var Sidewalk In Non-ExWtlM Curb /�rI\ UIilay Slav See Xota 1 Is Note 11 14 Rebar IS' an Center Both Ways SECTION Kai COMMERCIAL DRIVEWAY R/W tine Var. Sidewalk Utany, St np See Note 3 — Slo,, Leguireo _See Note J6 I_� -ter Sat Note 11 SECTION ee B RESIDENTIAL DRIVEWAY Joint Filler Back of Walk IF� n Ilk I S'dewxk o� UISty Strip i NOTES: 1. lY of Fdoaelar Borrow (see Standard Specifications Section 201.03) shall be required under all concrete un!"s naturally occuring granular base material is encountered and opproxed by the City Engineer. 2. M concrete shall be cured with a curing compound as specified n the Standord Specifications or as directed by the City Engineer. (Materials Section is 501.07) 3. Standard sidewalk width is 5 foot in new construction. Standard slope is 1/4' per loot to street. 4. Place preformed expansion joint filler at drineway, Construction and of maximum spacing of 50 feet for new sidewalk canelrYclion. S. 1:12 slope mmdmum S. Ele4acon at bock of walk based upon a elope rate of 1/4' per foot from the theoretical lop of curb to back of walk. Orkweay slope will then be wriable malching the back of sidewalk elevation and the top or depressed curb elevation. I RW�N6R 4" Sg N`NNN CI I I I, SS NOTE: FOR FIXTURE CO NECTION SIZES HW( 16p0 IN SEE SCHEDULE SHEET P1 1/2• OW� tl1 Y 1/2 G � KITCHEN 5 SCALE: NIS PI Ss BATHROOM 8 SCALE: NTS pI NM FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET P1 II -tip ^, I I � 1 I ' Wcp' I � 1 I I < I � , I I p 4 55 P1 NQ FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET P1 N RW 4 �- NOTE, FOR FIXTURE CONNECTION SIZES 1/2• OW� tl1 Y 1/2 G � SEE SCHEDULE SHEET P1 r I I BATHROOM 4 SCALE: NTS P1 SS Q FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET P1 BATHROOM SCALE: NTS P1 V1RI 1/2• OW� tl1 Y 1/2 G � I I r I I I 2 � y I i / 9015E, IDAHO 83706 I A" S s I 's� PHONE: (208) 376-9559 I I I 1 I I Li Q e+ NOTE: FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET P1 BATHROOM 2 SCALE: NTS p, I I II 55� Aj 00 NQM FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET PI BATHROOM 1 SCALE: NIS PI /i IV p RAT, / Cpl }/ 43/1 V NW G j- �i•�/ t -t/}/4• L� 0 ' 4 - �� 1 /2 4 S IllFG1/2 V }/k � SI p C IL 1 . 2• V 4 SS NOTE' FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET PI - BATHROOM 6 SCALE: NIS P, 1• BOJ I� I II -- �1 IWGO 1 - jl 55 �,• 55 � °' SS NOTE: FOR FIXTURE CONNECTION SIZES SEE SCHEDULE SHEET P1 MAIN BATHROOM/LAUNDRY SCALE: NTS PI =� � ENGINEERS, PL.L.C. 5461 WEST KENDALL STREET 9015E, IDAHO 83706 's� PHONE: (208) 376-9559 FAX: (208) 376-5577 _. —_— _...... 1 PROVIDE 1 1/2' REDUCED PRESSURE BACK FLOW PREVENTOR FOR _. I INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS. ZO ELECTRIC WATER HEATER TO BE PROVIDED AND SIZED BY 1/2 CW tr ...... I: VALVE, PIPE TO 2" ABOVE FINISHED FLOOR. INSTALL PER 1/2" HW .. MANUFACTURERS WRITTEN INSTRUCTIONS, 3O i FURNISHED ACCEPTANCE CAPACITY. INSTALL ON BUILDING SIDE OF REDUCED HW PRESSURE BACK FLOW PREVENTOR, INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS, -- v /2" CW i0R ., 1/2" CW 1/2" HW(1601`1� MANUFACTURERS WRITTEN INSTRUCTIONS. SHOWER 1/2' HW 12'3'11/2-MCON�CTORCTOR TOR OR OWNER FURNISHED SH -2 GENERAL NOTES: �2 CW A. WATER SIZES BASED UPON MINIMUM SERVICE PRESSURE OF 45 PSI. SERNCE __ B. CONTRACTOR TO PROVIDE EXTRA NLAFOR PIPES BE -_ _ ROUTED IN AIIIC. PIPING ROUTEDDIN EXTERIOR WALLS TO BE —��' ROUTED ON HEATED S10E OF INSULATION. PROVIDE FUR -OUT IF p2 I REQUIRED. W=1 C. CONTRACTOR TOINSTALL ALL PIPING PER LATEST EDITOR OF UPC, 1 SH -I F STATE AND LOCAL CODES. 1/2' HW I) I" CW TO HOT 1/2' CW II WATER HEATER 5' " t'..4 3/4' RW 2" C 3/4" i" CW 3Z4" HW IIF 3/4" HW (I60F)— 3/4" HW .... I L 1 VFR HW 1' 160' HIV SS -1 KEY NOTES: lO PROVIDE 1 1/2' REDUCED PRESSURE BACK FLOW PREVENTOR FOR WATER SERVICE. MOUNT ON WALL a 40' ABOVE FINISHED FLOOR. INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS. ZO ELECTRIC WATER HEATER TO BE PROVIDED AND SIZED BY DISHWASHER CONTRACTOR. PROVIDE WITH PRESSURE AND TEMPERATURE RELIEF SS VALVE, PIPE TO 2" ABOVE FINISHED FLOOR. INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS, 3O PROVIDE THERMAL EXPANSION TANK OF MINIMUM 2 GALLON FURNISHED ACCEPTANCE CAPACITY. INSTALL ON BUILDING SIDE OF REDUCED WALL BO% PRESSURE BACK FLOW PREVENTOR, INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS, ALO SET WATER HEATER a 1601F TEMPERATURE. PROVIDE MIXING VALVE i0R POWERS HYDRO GUARD #433 FOR 120-F WATER. INSTALL PER FURNISHED MANUFACTURERS WRITTEN INSTRUCTIONS. SS -1 SERVICE SINK 3' OR OWNER NOW -1 DISHWASHER 1 -I/2 -TOR OR OWNER FURNISHED WR -I WALL BO% 2' i0R Ofl OWNER FURNISHED SH -1 SHOWER 2" 12'3'11/2-MCON�CTORCTOR TOR OR OWNER FURNISHED SH -2 SHOI4ER 2" TOR OR OWNER FURNISHED TP -1 ^NPPRWER -- TOR OR OWNER FURNISHED GOO I GRADE CLEAN OUT -- -- -- -- --CON,"'UCTOR OR OWNER FURNISHED j/J"OM ENGINEERS, P.LL.0 5481 WEST KENDALL STREET BOISE, IDAHO 83706 '97 PHONE: (208) 376-9559 FAX: (208) 376-9577 \S��RED PROFfSSv x� INF �y9 N� 5112 0 l q OP �G e OF T. B a`' MEDICAL DESIGN GROUP 2718 MESTIAND PIACE BOISE, IDAHO 83704 PH. (208) 378-0817 © CWP1R011 MEDCAL DE" aw PLUMBING PLAN Beehive Home Inc SHEET West Main Street Pi Rexburg, Idaho Fib. PoO`d s/�vu.�,+noaMmmre,Iw sir