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Home My WebLink AboutCC - Exhibits �E IDIAN— APPROVED ve been f—d to omplian applicabbet b build"cotles.Cotle repectlona re""Id eootthe infpmlation on the app,.d plans.TM1e d plan nclP, any n h D.t.:oa Dome o Pe it Number: DR . MALAN (0 S 1554 LABRADOR WAY, MERIDIAN IDAHO SHEET INDEX \ SHEET NAME A0.0 COVER A1.0 SITE PLAN A1.1 SITE PLAN DETAILS L0 C/) A2.1 MAIN FLOOR PLAN �� CD A2.2 SECOND FLOOR PLAN & DETAILS A3.1 ELEVATIONS 11.09.2018 A3.2 ELEVATIONS A3.3 RENDERING ARCHITECT STAMP A4.1 ROOF PLAN LICENSED A5.1 SECTIONS ARCHITECT 7;7 AFC-985249 04.01.2022 i SHEET J E S ICA PETTY STATE OF IDAHO A A A _::::::d A P A A _1 A A A A LA A A A ABBREVIATIONS GRAPHIC SYMBOLS SITE INFO BUILDING CODES & AND DBL. DOUBLE GA. GAUGE, GAGE N PRNORTH S SOUTH ROOM NAME ROOM NAME C I C 2018 INTERNATIONAL BUILDING CODE < ANGLE DEPT. DEPARTMENT GALV. GALVANIZED N.I.C. NOT IN CONTRACT SAN. SANITARY SITE 2018 INTERNATIONAL RESIDENTIAL CODE @ AT DIET. DETAIL G.B. GRAB BAR NO. NUMBER S.A.C. SUSPENDED ACOUSTICAL 2018 INTERNATIONAL EXISTING BUILDING CODE CENTERLINE D.F. DRINKING FOUNTAIN G.C. GENERAL CONTRACTOR NOM. NOMINAL CEILING DEGREE DIA. DIAMETER G.F.I. GROUND FAULT INTERRUPTER N.T.S NOT TO SCALE S.C. SOLID CORE 2018 INTERNATIONAL ENERGY CONSERVATION CODE O QJ DIAMETER DIM. DIMENSION G.I. GALVANIZED IRON SCHED. SCHEDULE c101> DOOR NUMBER ' R F`" I 2018 INTERNATIONAL MECHANICAL CODE _ R PLATE DISP. DISPENSER GYP. GYPSUM o' OVER S.D. STORM DRAIN tl 2018 INTERNATIONAL FUEL GAS CODE Q ± PLUS OR MINUS D.L. DEAD LOAD O.C. ON CENTER(S) SEAL. SEALANT III # POUND, NUMBER D.MH. DRAINAGE MANHOLE H.B. HOSE BIBB O.D. OUTSIDE DIAMETER SECT. SECTION DN. DOWN H.C. HOLLOW CORE OFF. OFFICE SERV. SERVICE ' Z A.B. ANCHOR BOLT D.P. DISTRIBUTION PANEL HDWD. HARDWOOD O.F.C.I. OWNER FURNISHED S.F. SQUARE FEET O WINDOW NUMBER ,� — Q A/C AIR CONDITIONING DR. DOOR HDWR. HARDWARE CONTRACTOR INSTALLED S.G. SAFETY GLASS - � _ ACOUS. ACOUSTICAL D.S. DOWNSPOUT HGT. HEIGHT 0.F.0.I. OWNER FURNISHED SHT. SHEET - IY A.C.T. ACOUSTICAL CEILING TILE DWG. DRAWING H.I.D. HIGH INTENSITY DISCHARGE OWNER INSTALLED SHTHG. SHEATHING r �� J LU ADDN. ADDITION H.M. HOLLOW METAL O.I. OPEN ITEM SHWR. SHOWER _ _ _ - OCCUPANCY TYPE B �A COLUMN GRID P ADJ. ADJACENT E. EAST H.O. HOLD OPEN OPG. OPENING SIM. SIMILAR f=�- -� ,, � SEISMIC ZONE C A.F.F. ABOVE FINISHED FLOORS EA. EACH HORIZ. HORIZONTAL OPP. OPPOSITE S.M. SHEET METAL A.H.U. AIR HANDLING UNITS E.B. EXPANSION BOLT H.P. HIGH POINT O.S.B. ORIENTED STRAND BOARD S.MH. SANITARY MANHOLE F- " ZONING C-G Q ALT. ALTERNATE E.F. EPDXY FLOORING HR. HOUR OUT TO OUT SMS SHEET METAL SCREWSr',. �� ALUM. ALUMINUM E.I.F.S. EXTERIOR INSULATION HT. HEIGHT O.T.O. OUNCE S.O.V. SPRAY ON VINYL REVISION ° - � BUILDING CONSTRUCTION V-B - _ .a ANCH. ANCHOR FINISH SYSTEM HVAC HEAT,VENT,A/C OZ. SPEC. SPECIFICATIONS — O ANG. ANGLE E.J. EXPANSION JOINT H.W. HOT WATER PROPERTY LINE SQ. SQUARE ,� --P e. - AREA OF NEW CONSTRUCTION 4,642 SQ FT(MAIN LEVEL) ■ ANOD. ANODIZED EL. ARCH. ARCHITECT ELEC. ELEVATION IN. INCH P.A. PROJECT ARCHITECT FOOT STD. SOLID SURFACEACE i R' �. 953 SQ FT(2ND FLOOR) APPROX. APPROXIMATE ELEV. ELEVATION I.D.D INSIDE DIAMETER P.A. PARTICLE BOARD S.STL. STAINLESS STEEL 5,595 SQ FT C C POUNDS CUBICS S , I 'i■�m.• m ASPH. ASPHALT EMERG. EMERGENCY INCAND. INCANDESCENT P.C.F. PERFORATED STL. STEEL WALL TYPE4 _ OCCUPANT LOAD: 56(1 PER 100) Q ASSBY. ASSEMBLY ENCL. ENCLOSURE INCL. INCLUDE(D)(ING) PERF. PLATE STOR. STORAGE 1= + ► J ASSOC. ASSOCIATED ENGR. ENGINEER INSUL. INSULAT(ED)(ION) PL PLASTIC LAMINATE STRUCT. STRUCTURAL E.P. ELECTRICAL PANEL INT. INTERIOR P.LAM. PLASTER S.S. STORM SEWER tR � J _ EXITING&EGRESS: 2 REQUIRED; 3 PROVIDED L0 BOT. BOTTOM E.P.D.M. ETHYLENE PROPYLENE INV. INVERT PLAS. PLUMBING SUSP. SUSPENDED - ` Lo B&B BALLED AND BURLAPPED DIENE MONOMER PLBG. POUNDS-LINEAR FOOT SYM. SYMMETRICAL FIRE SUPPRESSION SYSTEM: NO B.O. BOTTOM OF EQ. EQUAL JAN. JANITOR P.L.F. PLYWOOD SYS. SYSTEM BD. BOARD EQUIP. EQUIPMENT J.B. JUNCTION BOX PLYWD. PANEL View Name BIT. BITUMINOUS E.W. EACH WAY JT. JOINT PNL. POLISH(ED) T. TREAD 1 1/8" - 1'-0" TITLE B.L. BUILDING LINE E.W.C. ELECTRIC WATER COOLER POL. POWER PANEL T.B. TOWEL BAR CHAPTER 29(TABLE 2902.1) BLDG. BUILDING E.W.H. ELECTRIC WATER HEATER K KIP(1,000 POUNDS) P.P. PAIR T.O. TOP OF z BM. BLOCK(ING) (E) EXHAUST KB. KIP FEET PR. PROJECT T&G TONGUE AND GROOVE GENERAL NOTES OCCUPANT LOAD: 56 TOTAL(28 MEN/WOMEN) BM. BEAM/BENCH MARK (E) EXISTING KB. KEYBOARD PROJ. PARTITION TEL. TELEPHONE B.O.C. BASE OF CURB EXP. EXPANSION KIT. KITCHEN PRTN. POUNDS-SQUARE FOOT TEMP. TEMPERATURE,TEMPERED 0) BOTT. BOTTOM EXT. EXTERIOR K.O. KNOCK OUT P.S.F. POUNDS-SQUARE INCH THK. THICK WATER CLOSETS: 1 PER 25-FIRST 50/1 PER 50 Y BRG. BEARING P.S.I. PAINT/POINT THRES. THRESHOLD 1 REQUIRED: 2 MEN/2 WOMEN o BRK. BRICK F.A. FIRE ALARM LAM. LAMINATED PT. PAINTED T.P. TOILET PARTITION A2.11 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER REMOVAL �I BSMT. BASEMENT F.A.C.P. F.A. CONTROL PANEL LAV. LAVATORY PTD. PLUMBING VENT T.P.D. TOILET PAPER DISPENSER BUILDING ELEVATION LAVATORIES: 1 PER 40-FIRST 80/1 PER 80 B.U.R. BUILT-UP ROOFING F.D. FLOOR DRAIN LB.(S) POUND(S) P.V. POLYVINYL CHLORIDE TYP. TYPICAL TECHNIQUES AND DISPOSAL OF DEBRIS. ANY CLEARING WORK SHALL BE REQUIRED: 1 MEN/1 WOMEN Lu Lu cu FDN. FOUNDATION L.C.C. LEAD COATED COPPER PVC PAVEMENT TV TELEVISION COORDINATED WITH ALL AFFECTED UTILITY COMPANIES AND SHALL CONFORM WITH O CAB. CABINET F.E. FIRE EXTINGUISHER L.F. LINEAR FEET PVMT. CITY,COUNTY,AND STATE CODES FOR DISPOSAL OF DEBRIS. 0 p` CAL. CALIPER F.E.C. FIRE EXTINGUISHER CABINET L.H. LEFT HAND QUARRY TILE U.H. UNIT HEATER DRINKING FOUNTAIN: 1 PER 100 'c C.B. CATCH BASIN F.F. FINISHED FLOOR L.L. LIVE LOAD Q.T. QUANTITY U.N.O. UNLESS NOTED OTHERWISE REQUIRED: 1 D.F.REQUIRED(1 A.D.A.) c6 C.D. CEILING DIFFUSER F.G. FINISHED GRADE L.L.H. LONG LEG HORIZONTAL QTY. UNFIN. UNFINISHED 1 2.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, IDENTIFYING CEM. CEMENT F.H. FIRE HYDRANT L.L.V. LONG LEG VERTICAL RADIUS UV ULTRA VIOLET AND PROTECTING ANY UTILITIES THAT ARE TO REMAIN FROM DAMAGE. ANY UTILITY SERVICE SINK REQUIRED: 1 L C.F.M. CUBIC FEET-MINUTE F.H.C. FIRE HOSE CABINET L.P. LOW POINT R RUBBER BASE 4 A1.01 2 INTERIOR ELEVATION LINES THAT ARE IDENTIFIED BY THE LOCAL UTILITY COMPANIES AS ACCEPTABLE FOR - C.G. CORNER GUARD FIN. FINISH(ED) LT.P. LIGHTING PANEL R.B. REFLECTED CEILING PLAN VCT VINYL COMPOSITION TILE REMOVAL SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS ESTABLISHED BY N C.I. CAST IRON FIXT. FIXTURE LT.(G) LIGHT(ING) R.C.P. ROOF DRAIN VENT. VENTILATION 3 THE UTILITY COMPANY AFFECTED. VERIFY SCALES C.J. CONTROL JOINT F.L. FLOW LINE LTWT. LIGHTWEIGHT R.D. REFERENCE VERT. VERTICAL CLG. CEILING FLASH. FLASHING RE. RECESSED VEST. VESTIBULE THIS BAR IS 1 INCH 3.ALL NEW PLUMBING,GAS, MECHANICAL AND ELECTRICAL SERVICES INTO THE NEW CLK. CAULK FLR.(G) FLOOR(ING) MAG. MAGNETIC REC. RECEPTACLE V.I.F. VERIFY IN FIELD ON ORIGINAL DRAWING p CLR. CLEAR FLUOR. FLUORESCENT MAS. MASONRY RECPT. REFRIGERATOR VIN. VINYL CONSTRUCTION AREAS SHALL BE DONE IN ACCORDANCE WITH ALL STATE AND LOCAL PARKING REQUIREMENTS: ll Lo C.M.U. CONCRETE MASONRY UNIT F.O. FACE OF MAT. MATERIAL REF. REINFORCE(D)(ING) V.W.C. VINYL WALL COVERING CODES AND ORDNANCES. 0 1 17 C.O. CLEAN OUT F.O.C. FACE OF CONCRETE MAX. MAXIMUM REINF. REQUIRED 1 STALL/500 SQFT: N IF NOT 1 INCH ON COL. COLUMN F.O.F. FACE OF FINISH M.B. MACHINE BOLT REST RESILIENT W WEST SIM 4. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE PLANS AND CURRENT 5,595 SQ FT/500= 11 PARKING STALLS I CONC. CONCRETE F.O.M. FACE OF MASONRY M.D.P. MAIN DISTRIBUTION PANEL RESIL. REVISIONS, REVISED w/ WITH 1 THIS SHEET,ADJUST Y CONN CONNECTION F.O.S. FACE OF STUD MECH. MECHANICAL REV. ROOFING W.C. WATER CLOSET I INTERNATIONAL BUILDING CODE. SCALES o A101 DETAIL 1 HANDICAP STALL FOR FIRST 25 STALLS= 1 HANDICAP STALL ACCORDINGLY N � CONST. CONSTRUCTION FP. FIREPROOF MID. MEDIUM RFG. RIGHT HAND WD. WOOD 1 , CONT. CONTINUOUS F.PR. FIRE PROOF MEMB. MEMBRANE R.H. ROOM W.H. WATER HEATER �� 5. VERIFY ALL EXISTING CONDITIONS AND CHECK ALL DIMENSIONS AND ELEVATION O oI CONTR. CONTRACT(OR) F.R.P. FIBER REINFORCED PANEL MTL. METAL RM. ROUGH OPENING WIN. WINDOW PRIOR TO STARTING WORK. NOTIFY DESIGNER OF ANY DISCREPANCIES FOUND PRIOR BICYCLE STALLS-2 RACKS N 0 CPT. CARPET F.S. FLOOR SINK MFR. MANUFACTURER R.O. RIGHT OF WAY WP. WATERPROOF TO PROCEEDING WITH WORK. o C.R. CEILING REGISTER FT. FOOT, FEET M.H. MANHOLE R.O.W. RESTROOM W.R. WATER RESISTANT CHECKED o C.SK. COUNTERSINK FTG. FOOTING MIN. MINIMUM R.R. ROOF TOP UNIT WSCT. WAINSCOT SIM 6. DIMENSIONS SHOWN DO NOT INCLUDE THE THICKNESS OF ANY APPLIED FINISH C.T. CERAMIC TILE FURN. FURNISHED) MISC. MISCELLANEOUS R.T.U. RAIN WATER LEADER WT. WEIGHT 1 MATERIALS. DIMENSIONS ARE EITHER TO FACE OF STUD, FACE OF MASONRY,OR DATE 04.01.2022 O CTR. CENTER FRR. FURRING M.O. MASONRY OPENING R.W.L. ROOF VENT W.V. WATER VALVE SECTION C.U. CONDENSING UNIT F.W.C. FABRIC WALL COVERING M.R. MOISTURE RESISTANT R.V. W.W.F. WELDED WIRE FABRIC A101 CENTERLINE OF OPENINGS OR STRUCTURE. DRAWN JESSICA U C.U.H. CABINET UNIT HEATER MTD. MOUNTED C.W. COLD WATER YD YARD O JOB NO. 001 Name a. Elevation LEVEL NUMBER N AO . 0 N ©2020 COPYRIGHT McCARTER-MOORHOUSE & 12.15 DESIGN, LLC. CD THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. may`E IDIAN APPROVED plans M1ave been buntl b subsranli,l cpmplia ith applicablebuiltling 1IM Code tleticlencles bone at ln,pectlpn, : wnl neea ro b,ppw.Pree reg„al.,,scan.bropPaioP oP :p Pre pprevetl plans.TM1a \ � M f M ap tl plans,inclutling any atlacM1etl review repP,4,are III I— :::::B —III P.-it Number. 111 PLANT SCHEDULE a — �\ TRAS RASH If — M ICI —I 9 a / - —1 I—III—III-119-111-11 TREE SYMBOL COMMON NAME BOTANICAL NAME QTY. PLANTING SIZE `_a a T IIIIIII I = _ I I I i I III— I I I I ICI I I—I I I _ III 1 p A1.1 I I =_ 1 I � SWEET GUM LIQUID AMBER 3 2"CAL.30 -0 — s �_ °d• — III _ _ — � — �t�� STYRACIFOUA -1 111-111-� ' =1 111-11 MAPLE OCTOBER ACER RUBRUM 5 2"CAL. —III h a - —III GLORY .`_ . - � IIIIIIIIIIIIIIIIIIIIIIII •a =a ba III—I I � IIIIIIIIIIIIIIIIIIIIIIII _ -• - °" � III-11t-III-III_ E R G R O U N a T =III= 95'-0" 6'-0" 191-01, 44'-10" 1 1-0" 5' )A H 0 0 e .. SURE -2 1/32" FLOWERING PRUNUS OKAME 3 2"CAL. CHERRY I^ ` —I III 1= TI O N 1 1 V IIIIIIIIIIIIIIIIIIIII s o 1 1 a" d ° = 0 � III CARPET ROSE ROSEA NOARE 28 2-5 GAL. 1 L RED a a 1 l z (� ��Jl BARBERRY BERBUS 12 2-5 GAL. VULGARIS d° - -- III �� _ d �. .• •- _ G ••d� ° - - -�,- d: 4 •-° ". - d = _ •-d °• � I 1N �J �g' 41 JUNIPER RUG JUNIPERUS �- b. 17 2 5 GAL. 2°J°� a4 _ _ d"� -•Q °. °.."° - : d�a ,ad� - ," - - _4•a _ _ - - Q °, d � - - - .. � HORZONTALS cn BURNING BUSH EUONYMUS 18 J 2-5 GAL. 11--11 ALATUS - " 0 CD 80' 0" Z KARL FORESTER CALA MAGROSTIS 21 2-5 GAL. I 111 -III—I I-1`I I—I I —III—I _ � I Y GRASS ACUTIFLORA d � — 11111I II I I� �I111 — 1=IIIIIII 91-01' 8'-0" 8 PA KING STALLS11 111 dA-' =1 GROUND COVER:WEED BARRIER& 1"CRUSHED BLACK&TAN SHILE IN ALL PLANTERS ARCHITECT STAMP - II LICENSED a d� — — Ian III ARCHITECT ° — — — ^ AR-085249 •as .d° °.. • 04.01.2022 REINFORCE RUBBER d° N 41 PARKING STALLS HOSE TREE TIES. I zo � 04 ° \ DOUBLE#10 GA. GALV. GUYS(3 PER TREE). JESSICA PETTY Oa,= GROUND COVER:WEED BARRIER& 1"CRUSHED Op BLACK&TAN SHILE IN ALL PLANTERS — - Q� STATE F I DAHO � � 3"MULCH. N — -1 I- I I = III 80 -0 3"SAUCER RIM. lo �. : pop°•� — �— — - 8 PARKING ST ILLS — - BURLAP WRAP. ... - -III=111=III—. � — —I , •III I 1 I—III— $a ol, 9 oN III- - 2"x 30"WOOD STAKES. lo a : 4 EI97RA�tCE BICYCLE RACK.. a e°: d a °, ° , ° q` — — FERTILIZER TABLETS. - - d IIIII -01 z° II Q — � — 111-1 IIIII 1 l 111E 111-1 1 1111 11 I 1 I 11— —III 1 25'-0" 1 � = = = = = = = = = = d I W °' ° • I II I II I I III I I PI I III I!°'P°.�I I I III III III ° � 1 I I III � - -. �I I I=1 I =1 I I� —I I'�a°°- ��=1 I I=1 I I=1 I I=1 I I �d,a- • �I I=1 I I=1 I 1 1 1 11 1I 11 �I —III—III—III 1 III—III > = = cn = = TYPICAL TREE AND SHRUB PLANTING NOTES: - III IIIIIIIIII IIIIIII III II 1 _1 1 Q III — = = = = 11=1 = d CD 1. ALL TREES TO BE BALLED AND BURLAPPED. SEE DETAIL THIS SHEET TREE STAKING. ICI — —III—III `l) PROPOSED BUILDING ao CQ III 5595 SQ FT d ° L — — Y 2. 2"MINIMUM OF REGULAR GRIND SOIL AID TO BE PLACED ON SHRUB PLANTING AREAS. Q c) . ° - 1 — — — — — -a cn: . I—I l I— —I — U —III—III—III PARKING=1:500 a- a — = — = � = = = = = rt 11 PARKING STALLS 3. PROVIDE AND INSTALL(3)2 x 2 STAKES EVENLY SPACED AT EACH TREE. TIE ALL STAKES WITH Q Q ICI ICI ICI COTTON WEBBING OR OTHER APPROVED METHOD. J : Ill I11-1 1-111-11I---TI I I—I I —I ova Lo I, —III—III— — — Poti:a.o — _ _ 4. PROVIDE AND INSTALL BACKFILL MIX FOR ALL PLANTS. USE 1/2 APPROVED PLANTING MIX AND Lo III 1111111111 I I I— I—,,--III I-111 1/2 EXISTING SOIL REMOVED FROM PLANTING PITS. DIG ALL PLANT PITS TWICE THE SIZE OF ROOT III III III BALL. 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 ICI(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 � 5. EXISTING SOIL REMOVED FROM PLANTING PITS. DIG ALL PLANT PITS TWICE THE SIZE OF III = =III=111� —III—III—III _ ROOT BALL. � •;°�° a,aa IIIII IIIII I III=III=�QaP°'� III _ i = - -1 6. FINISH GRADE TOP SOIL TO A UNIFORM AND SMOOTH SURFACE. REMOVE ALL ROCKS AND m — I— -6 =1 e" —I FOREIGN MATERIAL 1"AND LARGER PRIOR TO LAYING SOD 111 11 111i1 l —ffl III z IIl 11 1 77'-1" 5'-0"I 25'-0" 11-011 5'-107/32" = — —III—III= 7. PROVIDE AND INSTALL ONE APPLICATION OF APPROVED PLANTING TABLETS FOR ALL PLANTS. J ° PROVIDE AND INSTALL ONE INITIAL APPLICATION OF STARTER FERTILIZER FOR SOD AREAS. ALL a_ c� =T- — } a° — d ° = FERTILIZERS TO BE APPROVED BY THE OWNER PRIOR TO APPLICATION AND APPLIED AT w sees III GROUND COVER: MANUFACTURERS RECOMMENDED RATE. H 11 111=11 i 1-III-1 1 1 1 o ad' a ICI III III III WEED BARRIER& 1" - co IIIII IIIII - - CRUSHED BLACK& _ — — — —III—III—III TAN SHILE IN ALL 8. ALL PLANTS AND LAWN SHALL BE GUARANTEED FOR ONE COMPLETE GROWING SEASON AFTER g 11 11=1I—I—III — — PLANTERS COMPLETION OF CONTRACT AND FINAL ACCEPTANCE. 1114-111 °-� � ° —III—III e° ° I — T� —III—III °• _ � —III— N N CDJ° — —III— -aaP — — — — — — — — — — — — — — — — — — — I I t� �~ Jj — — 9. NEW LANDSCAPE AREAS TO BE PROVIDED WITH FULLY AUTOMATIC SPRINKLER VERIFY SCALES 11= =11 \` SYSTEMS. THIS BAR IS 1 INCH III—+I ON ORIGINAL DRAWING �-, / rii---It1�tiF�H � — — — _ _ _ — _ -°a°' _ _ -�°a°• — _ -�,a°• ,I = — _ _!�: °o I = _ = I I=1 = - I — _ - "� � I I III—III— I I I—III—III— III I I I III—III-:oaoe. e l l I—III—III-:Posse. e l l l—III—III—:ppae, e I—III—I I • ° I—III—o°a° 'e I—III—III—I�oo°.�,I I—I I - — III—I I I`��._� ,�I—III—III—III—I a —III—I — —III—III—III =— —1 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 a° , ,=1 I—I I I—I loe;a. -1 I— I I I—I I I—I I I— .�✓ I—I I I—I ICI —I I In 0 Ln I =I I_ IE1 — — - 1 1 114" = 11-0ll IF NOT 1 INCH ON THIS�I SHEET ADJUST FREE,TYP. SCALES ^N' o �'-o _ ACCORDINGLY ` V ° d O p ° CHECKED DATE 04.01.2022 U ° DRAWN JESSICA JOB NO. 001 d a_ a- a 1 SHEET °°.'� a d. _ . - , d NUMBER N A1 . 0 ©2020 COPYRIGHT MCCARTER-MOORHOUSE& 12.15 DESIGN, LLC. o -. - °_ - da ., a�: _. a�- - . - - - "" - �.b " ." ��_ 'eEX1ST,ING SIDEWALK, " -. - ,. a. - ,- °~ _ - _ _ d Na4d• a 'd °°a• dA THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN MCCARTER-MOORHOUSE& P d°` 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. C r'1\ /CAI A KIM on may`E IDIAN APPROVED eu plans M1are been rountl b suhstanlial complianuwith applicable-odroebs bub-il..d act oIm .111.e .e Cctloodme -cbe regerel-ss pt tb.bfmmation on the approvetl plan,.The rcretl plans,inclutling any ga review repo o,are uiredto be on the nstruction inspections. Dale'tb m,uv Permit Number:7 rr^^ 14'-0" �1 2" SCH. 40 GALVANIZED I� CENTER LINE OF CMU ,A STEEL PIPE (2 3/8' O.D.) WALL / HSS 24" DIA. X 36" MIN. DEEP o A1.1 / ��/ FOOTING TRASH TRASH 1 o _ U o BOLT PLATES A1.1 I o 8" CMU WALL I ENCLOSURE _ 4 CONC. PAVING \ 4 > RE: SITE PLAN CANE BOLT TO HOLD DOOR OPEN CANE BOLT TO HOLD DOOR OPEN CTRASH ENCLOSURE PLAN TRASH ENCLOSURE DETAIL n ACCESSIBLE PARKING Lo 1 1/4" = 1'-0" U 3/4" = 1'-011 3/4" = 1'-0" CL) N 0 GROUT CAP o ARCHITECT STAMP wu #4 VERT. AT 24" O.C. LICENSED 8" SPIT FACE CMU w/STUCCO ARCHITECT OVER TO MATCH BUILDING AFC- 84 0 C° fu ENCLOSURE HSS 6X POST 04.01.2022 II SEE PLAN u - #4 HORIZ. @ 48" O.C. DO g IIII HEAVY DUTY HINGE IIII 4" OONC. ON GRADE MAX. WELDED TO HSS 6X l SLOPE TO DRAIN 2°/G POST (2) PER LEAF all 1/2" CANE BOLT LATCH JESSIA PETTY N a — SITE PAVING RE: SITE PLAN'411 � !, L3X3X1/4 ANGLE FRAME STATE OF IDAHO #4 @ 24" O.C. ERTICAL II � . ILL 1 1/2" 20 GA. METAL (3)#4 HORIZONTAL DECK WELDED TO L3X GATE LEAF FRAME M 0'-6" __0'_6" (2)#4 CONT. o 0'-1"/ DROP IN 1/2" DIA. CANE F �I BOLT LI — h LL- — JL 3 ENCLOSURE WALL SECTION n TRASH ENCLOSURE ELEVATION 1/2" = 1'-0" -r O 0 Zz o w G � �'�/• O r m Q 1' - O" It 16 GA.GALV.STEEL SIGN PAINTED Lo WITH BLUE REFECTORIES PAINT Lo INCLUDING FASTENERS 6 CURB RAMP RE: CIVIL A1.1 N DRAWINGS INTERNATIONAL SYMBOL J ACCESSIBLE PARK ACCESSIBILITY AND GRAPHICS ONL / Y m o PAINTED W/WHITE REFLECTORIZED / \ I j VANPAINT-GRAPHICS AS FOLLOWS ACCESSIBLE � p c o O J c I CURBING RE: CIVIL DRAWINGS 0- RESERVED FOR ACCESSBILE LLJ o PARKING �o oo VAN ACCESSIBLE b (B zo N 0 2"DIA. STD.WT. GALV. STEEL PIPE 4"STRIPING oBOLT PLATES N VERIFY SCALES c LINE OF FINISHED GRADE 60"X 60"ACCESSIBLE THIS BAR IS 1 INCH SYMBOL ON ORIGINAL DRAWING a� r V 0 1„ Ln N IF NOT 1 INCH ON %I THIS SHEET,ADJUST N Y SCALES O 9'-0" 6-0"STD ACCORDINGLY O I 8'-0"VAN X NO o 6 ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING CHECKED 1/2" - 1'-0" 1/8" - 1'-0" DATE 04.01.2022 U DRAWN JESSICA JOB NO. 001 o_ SHEET NUMBER N A1 . 1 N ©2020 COPYRIGHT McCARTER-MOORHOUSE& 12.15 DESIGN, LLC. N O THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. �E IDIAN— APPRDVED ave bee,—d ro pmplian applicapbe puiltling cptlea.Cpee° es!pone t nap a lectlons ree t. p °mm.mroppaiop op m,approves via",.rn. pvetl plans,inclutling any cnetl reti..thp O,are ^` °'° " GENERAL NOTES: papepti°pa. Date:'M1rem'«z°' Permit Number cu 1. EXTERIOR WALLS 2x6, INTERIOR WALLS 2x4 UNLESS NOTED. DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. 2. FIELD VERIFY ALL DIMENSIONS. 1 A5.1 3. VERIFY ALL WINDOW AND DOOR HEADER HEIGHTS WITH Q GENERAL CONTRACTOR. 0 26'-11" 2'-0" 20'-1 1/2" 2'-0" 26'-0 1/2" 4. WINDOW AND DOOR HEADERS TO BE 48 DF w/2X6 TOP 0 of oe AND BOTTOM PLATES UNDER 5-0"SPAN. USE 4x10 w/2x6 34'-8" 8'-7" 33' 10" TOP AND BOTTOM PLATE AS HEADERS UP TO T-0"SPAN w/ DOUBLE CRIPPLES.ALL LARGER SPAN HEADERS WILL BE T-6" 15-6" 8'-0" 5'-31/2" 10'-3" 10'-6" CALLED OUT ON PLAN. rL 0 5. SHEAR PANELS ARE TO BE 7/16"OSB SHEATHING w/MIN. }� A 0° g A 6d NAILS OR MIN 1 3/4"GAUGE STAPLES 12 o.c. FIELD NAILING 3'-0"x 5'-0" 3'-0"x 5'_0" 0 5'-6"x 10'-o" o 5'-6"x 10'-o" AND 3"PERIMETER NAILING.SEE FOUNDATION PLAN FOR n•� 8'-0"H.H. 8'-0"H.H. 10'-0"H.H. 10'-0"H.H. 0 4'-0"x 6'-6" 4'-0"x 6'-6" STHD14 STRAP LOCATIONS. ►V o o io 0 8'-0"H.H. 8'-0"H.H. r E=LVESTIBULE 0 6. ROOF SYSTEM TO BE PRE-ENGINEERED MANUFACTURED r ` WOOD TRUSSES. SEE TRUSS MANUFACTURER LAYOUTS V ° AND SPECIFICATIONS FOR INSTALLATION. ------- --- -0- ------- t° x CONSULT B _ C7)0„ LOCKER/CH NGING _ "' 7. USE TEMPERED GLAZING IN DOORS,SLIDING PATIO X , 9'CEILING C �, R00 m o DOORS,STORM DOORS,SHOWER&BATH ENCLOSURES, RESTRQOM m �, _' WINDOWS WHERE NEAREST EXPOSED EDGE OF THE 12'-3 1/2" 5'-5 1/2" 9,_0" 7' 5 1/2" 8'-7" T-9 1/2" 0 T-1 1/2" 18'-11" o GLAZING IS WITHIN 48"OF A VERTICAL EDGE OF AN ACTIVE a _ DOOR AND FIXED PANELS GREATER THAN 9 SQ FT WITH THE N I Lo -1 oI - :;T Lo = s- -\------7 c LOWEST EDGE LESS THAN 18"ABOVE FLOOR. p = 0 0 o O \ ' r 3'-0"x7'-0" io2 iv c i x g �o� 8. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL co c BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT ---_ --- L�j p 3'-o"x 7'-0" eo p OPENINGS-BOTH VERTICAL AND HORIZONTAL-AND TO WAITING 1zs FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND B W _ _ BETWEEN A TOP STORY&THE ROOF SPACE. ' ^ Z0"x c Q B i� i� J C^ q i\ O 9. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS � D.F. a, N STAFFRESTR OM BREAK ROOM x o m - _ UNUSABLE SPACE BOTH ABOVE AND BELOW THE ^ ' CD . - A CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, ` V Q o 4'-0" L6- _ N7/7 9 CE141NG DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF CONSULT / - I THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQ.FT. 9'CEILING C oo 0'-6" _ 10.PORTABLE FIRE EXTINGUISHERS TO BE INSTALLED IN s-_\ ---r 4'-4" ACCORDANCE TO NFPA 10 AND IBC SECTION 906. ARCHITECT STAMP o = 12'-9" 5'---31/2" 9'-2" 5' 71/2" 13'-21/2" B 5'-2" 6'-111/2P 14'-7" B LICENSED . op L x N -x N -x N ARCHITECT x o O b - - - - c zo T o b c r DRYWALL NOTES: AR-98 49 en en -- - --- --- Fo Z" D � 3'-o"x 7'_ " STORAGE I I I I II II III DROP DOWN N 1. 5/8"SHEETROCK INSTALLED ON ALL CEILINGS. 04.01.2022 B LO" 0" 105 UPi ' TORA E2. 1/2"SHEETROCK INSTALLED ON ALL WALLS, UNLESS NOTED. x 1'-6"x 7'-0" STORAGE I � I 1 II I C:'; N 0 8'-0"H.H. B iIi 3. ANY FIREWALLS WILL BE NOTED ON PLANS WITH 3'-0"x 7' 0" i / = `" N B --- ___�II N SPECIFICATIONS FOR RATINGS. M i --- 11 _ Q 3._Or.x7�-0" I o m �' F------`�____ - RECEPTION CONSULT N - --� O o �I o 128 4. SHEET PERIMETERS SHALL BE NAILED AND FIELD SCREWED B -_ ' _ __ u' PER CODE REQUIREMENTS. 9'CEILING R STROOM i BUSINESS OFFICE OD zo co - 5. STANDARD FINISHING PRACTICES OF TAPING,COATING AND JESSICA PETTY ' A - SANDING. rr ! rr r rr it - " rn - 0 12 -9 N 5 -31/2 I -�9'-2". 5 4 2 -6 11 0 0 5 -2 5 1 1/20 = 12'-11/2" -4' 1/2 III STATE F IDAHO = ti _ --- ---� 6. CORNER BEAD ON ALL CORNERS UNLESS DIRECTED BY CO oe �' _ - - J x K : - III 1'-11 1/2" 0 cD N --- ---� r 2'-41/2" GENERAL CONTRACTOR. o p cq: o 0 0 --- --- Iili D 3'-0"x7'-0" En ~ `� "' "' S ORAGE 12s 7. FINISH OF DRYWALL SHALL BE'HAND TEXTURED'w/HAND o DOBBED CEILINGS AS STANDARD, UNLESS DIRECTED BY O ao II o N Y N o GENERAL CONTRACTOR. NOTE: BULK OF PROJECT MAY BE o C w , m --- --- o 'STANDARD'WITH SPECIAL AREAS OF SMOOTH TEXTURE. co 3'-0"x7'-0" CID U B 3'-0" --- --=III 170 "' 722 --- -- 8. ALL STEPPED CEILINGS ARE NOT TO RECEIVE ANY CORNER BEAD UNLESS DIRECTED BY GENERAL CONTRACTOR. ANY CORNER BEAD INSTALLED IN THESE AREAS IN ERROR SHALL BE THE RESPONSIBILITY OF THE SUB CONTRACTOR TO ao 0 0 re 0 ___ ___ III REMOVE AND DISPOSE OF THE MATERIALS AT THEIR EXPENSE. CONSULT p --------------- N -- 9'CEILING �B —� B - cY, _ 9. PROVIDE WATERBOARD AT ALL TUB AND SHOWER --- iv LOCATIONS. 12'-9" 5'-31/2" _ 6'-6" 2'-41/2" T-0" 10'-11" T-31/2" 6'-11" 5'-31/2" 8'-10" T-0", ZN 8'-11" ' 0 10. DRYWALL CONTRACTOR TO PRIME FINISHED TAPED, i(J ,� COATED,AND SANDED AREAS PRIOR TO TEXTURING. _ 2 M o X-RAY a' R LoD MECHANICAL c o LAB . , 0o 3'-0"x 4'-0" STERILIZATION NURSE'S STATION 11 DRYWALL CONTRACTOR TO REMOVE ALL DRYWALL SCRAP, Z 8'-0"H.H. DEBRIS,AND LEFT OVER MATERIALS FROM JOB. Q 3a-0"x7' x� 111 N N CV o LLI x ILL eh N N HALF WALL N 7 ,, N 3'-o"xr-o' N N 3'-o"xr-o" WALL TYPES � Q D o'-6 ]CD, 11 BB B M M B B M � Is) un in Lo EXTERIOR SEE: ELEVATIONS FOR FINISH COLORS O ' PRIVATE �� B nB a, BATH' o 0 o c c o O TYP. EXTERIOR WALL: Q m Ell X �n o o X E Ell r o o N FIBER CEMENT SIDING(REFER TO ELEVATIONS Q 0 o LJ o o =` ° :` U 2 X 6 WOOD STUDS AND SECTIONS)OVER BLDG.WRAP&EXTERIOR _j _' o o A SHEATHING ATTACHED TO 2X6 WD.STUDS @Lo ° 6'-101/2" 5'-5" 3' 0" M 12'-31/2" M 12'-31/2" M 12'-31/2" 12'-31/2" N x M M 1 16"O.C.W/(1)LAYER 5/8"GYP. BD.AT EXPOSED iv L----- --moo INTERIOR FACES. PROVIDE MIN. R-21 BATT � �; N CAVITY INSUL. Z a Z q c,, INTERIOR J p N� B B B N B N04 L.L 0 0 o O o o 0 0 O TYPICAL INTERIOR WALL: O Y `;' WOOD STUDS AT 16"O.C.WITH 5/8" O GYPSUM BOARD EACH SIDE. PROVIDE J �I DOCTOR'S OFFICE B 2 X 4 WOOD STUDS SOUND BATT INSULATION AT ALL NEW ca z WALLS. INSTALL WALL TO STRUCTURE Q ABOVE.TAPE,ORANGE PEEL TEXTURE& 0 OPS#5 OPS#4 OPS#3 OPS: 2 OPS#1 PAINT. 9'CEILING 9'CEILING 9'CEILING 9'CEILI G 9'CEILING co cu O PLUMBING WALL: o WOOD STUDS AT 16"O.C.WITH 5/8" 5'-0" 5'-0" 5'-0" 5'-0" 5'- '-0' N 8'-0' H.H. 8'-0' H.H. 2 X 6 WOOD STUDS GYPSUM BOARD EACH SIDE.TAPE, 0 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0' 8'-0' H. ORANGE PEEL TEXTURE&PAINT. VERIFY SCALES N o 8'-0' H.H. 8'-0' H.H. 8'-0' H.H. c A THIS BAR IS 1 INCH 29'-6 1/2" 33' 4" 14'-2 1/2" ON ORIGINAL DRAWING Lo T-11 1/2" 13'-9 1/2" 12'-3 1/2" 12'-3 1/2" 12'-3 1/2" 11'-2" T-3 1/2" 0 1 N IF NOT 1 INCH ON 77'-1" 1-HR FIRE WALL: 2X6 WOOD STUDS AT 16"O.C.WITH 5/8" THIS SHEET,ADJUST I 0 2 X 6 WOOD STUDS TYPE"X"GYPSUM BOARD EACH SIDE SCALES (UL DES U 305) ACCORDINGLY ,I x O o A5.1 s::: - CHECKED 6i x x DATE 04.01.2022 0 ILL 7, DRAWN JESSICA 1 - MAIN FLOOR JOB NO. 001 C) U 1/4" = 1'-0" SHEET �n NUMBER co A2 . 1 N ©2020 COPYRIGHT McCARTER-MOORHOUSE & 12.15 DESIGN, LLC. O THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 00 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. may`E IDIAN 1 APPROVED se pia.,M1..x bee.roobe ro A5.1 suhslanlial compliancewilM1 applicable buil..d coves Code eegdeedes roe,e,t msvecbo,s wnl a..a ro W.oo,recree mgereli an.Nfmmation on @e,pprovee pians.The ,vp sree pl...,mooumgreay ,monad r,mow rev agai hobo o.mo cosaocgo� Ift—Dale or inspections. "M1oa,uv Permit Number.u �r"^^ 23'-10" 4'-0" 4'-0" 4' On 2'-6" �1 C) 2018 INTERNATIONAL ENERGY CONSERVATION CODE(IECC) DOOR SCHEDULE A 4'-0"x 6'-6" 4'-0"x 6'-6" 4'-0" 6'-6" 4'-0"x 6'-6" 10'- "H.H. 10'- "H.H. 10'- "H.H. 10'- "H.H. TABLE N1102.1 INSULATION&FENESTRATION REQUIREMENT FIRE Q Q CLIMATE FENESTRATION CEILING WOOD FRAME MASS WALL FLOOR BASEMENT/CRAWL SLAB R-VALUE NUMBER HEIGHT WIDTH LOCK TYPE HANDLE RATING TYPE ZONE U-FACTOR R-VALUE WALL R-VALUE R-VALUE R-VALUE SPACE R-VALUE &DEPTH 100 8' - O" 6' - 0" ENTRANCE PANIC BAR STOREFRONT 101 7' - 0" 3' - 0" PULLOUT ENTRANCE PANIC BAR C ° TRH " _. cli 5 0.35 R-38 R-21 13/17 30 15/19 R-10;2FT z ---- _ 102 7' - 0" 3' - 0" PRIVACY LEVER B `° .76 GARBAGE b .1 103 7' - 0" 3' - 0" PASSAGE LEVER B L' DISPOSAL CO M check Software Version 4.1.4.3 (a}Sudgel u-lectors are used for software baseline calculations ONLY,and are not code requirements. 104 7' - 0" 3' - 0" PRIVACY LEVER B o �► (b}Fenestration product performance must be ceniffed in accordance with NFRC and requires supporting documentarian. = 1/2" - Envelope Compliance Certificate 105 7' - 0" 3' - 0" STORAGE LEVER B x CD loo Envelope Compliance Statement 106 7' - 0" 4' - 0" STORAGE LEVER B Compliance Statement: The proposed envelope design represented in this document Is consistent with the building plans, to - C Project Information specifications,and other calculations submitted with this permit application.The proposed envelope systems have been 107 8' - 0" 3' - 0" ENTRANCE PANIC BAR D `•,lV ii/ designed to meet the 2018 IECC requirements in COM rsion check Ve 4.1.4.3 and to comply with any applicable mandatory Energy Code: 2018 IECC requirements listed in the Inspection Checklist. caTole: DR MALAN L � � 03,30,2022 108 7' - 0" 3' - 0" OFFICE LEVER B - Location: Meridian,Idaho JESSICA PETTY,ARCHITECT Name-Title Signature Date Primate Zone, Sb 109 7' - 0" 3' - 0" OFFICE LEVER B N ---- --- Project Type: New Construction - ' Vertical Glazingl Wall Area 14% 110 7' - 0" 3' - 0" OFFICE LEVER B � CONCENTRATED B ---- --- Construction Site: OwnerlAgerd: DesigneVConlractor: 111 7' - 0" 3' - 0" OFFICE LEVER B 1554 LABRADOR WAY N iv BUSINESS USE AREA rs Meridian.ID 707 SQ FT ---- --- Additional EfticiencyPacicage(s) 112 7' - 0" 3' - 0" OFFICE LEVER B o 0 High efficiency HVAC-Systems that do not meet the performance requirement will be identified in the mechanical requirements cheddisl r 1:50 OCCUPANCY= 14 report. 113 7' - 0" 3' - 0" PRIVACY LEVER B Building Area Floor Area LV = N 1-Office:Nonresidential 5595 114 7' - 0" 3' - 0" OFFICE LEVER B � o Envelope Assemblies � 115 7' - 0" 3' - 0" � G OFFICE LEVER B - N T�1 Assembly Gross Area Cavity Cont. Proposed Budgeti 116 7' - 0" 3' - 0" OFFICE LEVER B 33'-7" 1 4'-9" - or R-Value R-Value U-Factor Fachei ———— ——— W / L r Perimeter 117 7' - 0" 3' - 0" OFFICE LEVER B `//) Firm,1:W"Dd-Framed,[Bldg.Use I-Office] 4642 30.0 0.6 0.032 0.033 CD Fact 1:Insulation Entirely Above Deck,[Bldg,Use 1-Office] 4642 --' 39.0 10.025 0.032 118 7' - 0" 3' - 0" OFFICE LEVER B C""J Q NORTH D xed, Exterior Wall 1:Woad-Framed.16"a.c-.[Bldg.Use 1-Office] 1150 20.0 5.2 0.046 0.064 119 8' - 0" 3' - 0" PASSAGE LEVER B N_ Window 2:Vinyl/Fiberglass Frame:Fi Pad,Specs.:Product ID 190 --- -- 0.320 0.380 Milguard,SHGC 3.54,PF 1.00,(Bldg.Use 1 e,Office)Ibl 120 7' - 0" 3' - 0" ENTRANCE PANIC BAR 1 H R A A Solid Door:Glass(>50°h glazing):Metal Frame.Entrance Door,Pont. 72 -- --- 0.320 0.770 Specs.:Product ID NA,SHGC 0.40,[Bldg.Use 1-Office](b) EAST O - 121 7' - 0" 3' - 0" STORAGE LEVER B N Exterior Wall i copy 2:Wiaergl arced,to:Fixad,Per.Specs: s:Product e48 20.0 8.2 0.320 0.390 �[ ARCHITECT STAMP Window 2 c,"Si 0 54,ibergla0,Frame:s.1-Pen.Specs.:Product 4a --- --- 0.320 0.380 1 22 7' - 0" 3' - 0" OFFICE LEVER B ID Milguard,SHGC 054,PF 1.00,[Bldg.Use 1-Office](b) O Door 4,Uninsuiated Douhle�Layer Metal,Swinging,[Bldg,Use 1- 72 --- --- 0.600 0.370 LICENSED Office] 123 7' - 0" 3' - 0" STORAGE LEVER B A ARCHITECT Extorter 2Wall I cop 3:VIn Wood-Framed,ie"ac.,[Bldg.Use s.:Pr ce, 1150 20.0 5.2 0.02D 0.064 1 24 7' - 0" 3' - 0" PRIVACY LEVER B Window 2 copy 3:VlnyllFiberglass Frame:Rixed,Perf.Specs.:Product ,50 --- --- 0.320 0-360 �- ID Milguard.Si 0,54,PF 1.00.[BEtlg.Use,-Office]{h) 125 7' - 0" 3' - 0" OFFICE LEVER B WFCT 985249 9,111-49 Exterior Wall f copy 3:Woad-Framed,16"c.c-[Bldg.Use 1-Office, 550 20.0 5.2 0.045 U.064 11 IN Window copy 2:VlnyllFiberglass Frame:Fixed,Part.Si Product 100 -- -- 0.320 0.360 126 7' - 0" 3' - 0" PRIVACY LEVER B 04.01 .2022 1D Milguard,SHOO 0,54,PF 1.00,[BEtlg.Use 1-Office](b) 127 7' - 0" 3' - 0" STORAGE LEVER B 38'-4" Protect Title: DR MAL.AN Report date:D3130122 128 7' - 0" 3' - 0" STORAGE LEVER 1 HR A Project Title: OR MALAN Report date:03/3012Z Data filename: C:%HIesVDropbox5_Work_%12.15 Design120221dR mALANl mALAN.cck Page 1 of 11 Data filename: C:1F11es%Oropboxt Work_112.15 Design%20221dR mALAN1dR mALAN.cck Page 2 of 11 129 7' - 0" 3' - 0" STORAGE LEVER B 1 2 - SECOND FLOOR CA 1 I 1/411 = 1'-0" JESSICA PETTY STATE OF IDAHO SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. DOOR HARDWARE NOTES: or ALL DOOR HARDWARE MUST: Nx ALLOW ONE-HAND OPERATION ` NOT REQUIRE TIGHT GRASPING, 2 -6 PINCHING,OR TWISTING OF THE WRIST LU LU LU LU LU ` OPERATE WITH 5 LBF MAXIMUM \ BE LOCATED 34"TO 48"ABOVE THE (2)LAYERS 3/4"PARTICLE BOARD w/ o ' o ' FLOOR OR GROUND PLASTIC LAMINATE EA. SIDE = i LU i w i U U LU T T T LU T w w ` w LU ` EXTERIOR/FIRE DOOR HARDWARE: I— LL] III III LULU HINGES — WEATHER STRIPPING 3/4"WOOD CLEAT AT EA. END z CLOSER 1'-0" Q d ` ` ` ` ' PANIC BAR (INTERIOR SIDE) 0 3/4"PARTICLE BOARD w/PLASTIC 0 LEVER HANFLE r LAMINATE EGRESS LOCK "' �I LU B C D E � 1-HR FIRE RATED TIMELY FRAME GLASS GLASS DOUBLE DOOR AUTOMATIC SLIDING DOORS: > HOLLW METAL DOOR SOLID CORE DOOR TIMELY FRAME TIMELY FRAME TIMELY FRAME C Q HOLLOW METAL FRAME STAINED HOLLOW METAL DOOR HOLLOW METAL DOOR SOLID CORE DOOR WEATHERSTRIPPING G STAINED EGRESS LOCK MOTION SENSOR O DOORS 5 RECEPTION DESK < 00 CIO 0 < _J J Q LLO W 06 Z J d U U) O 0) J c LL 0 39"TO 41" 0 ol NOTE: E do PROVIDE SOLID WOOD BLOCKING AT ALL WALL DOUBLE JUMBO BATH TISSUE DISPENSER C I MOUNTED EQUIPMENT. O MANUF:KIMBERLY-CLARK(OR EQUIVALENT) O U O 36"GRAB BAR(HORIZONTAL) W o F 0 E g F B MANUF:BRADLEY GRAB BAR 812 Cn LAVATORY SHALL EXTEND ^ 42"GRAB BAR(HORIZONTAL) C 17"MIN.FROM WALL.THE CLEAR KNEE l� (9 SPACE SHALL BE 8"IN DEPTH MIN.AT 27" MANUF:BRADLEY GRAB BAR 812 (6 MIN.ABOVE THE FLOOR AND 11"IN Z DEPTH MIN.AT 9"MIN.ABOVE FLOOR D INSULATED DRAIN FOR LAVATORY SINK Q O _ N oo 18"GRAB BAR(VERTICAL) MANUF:BRADLEY GRAB BAR 812 N > VERIFY SCALES U U O - F 4'-0"HARD SURFACE WAINSCOT THIS BAR IS 1 INCH o ON ORIGINAL DRAWING o � _J � X a III z z � v M o JJ M Z Cn o m 0 1 tt N O M CA Z N N co N M co N IF NOT 1 INCH ON THIS SHEET,ADJUST INY 0�_8' SCALES N MIN. A 7"TO 9" "6" 36 ACCORDINGLY O XI D 1'-6" 42"GRA BAR 1'-0.1 A RAB BAR N 0 MIN. CHECKED 0 TYPICAL COUNTER AND SINK TYPICAL TOILET ELEVATION TYPICAL TOILET ELEVATION DATE 04.01.2022 C) lv DRAWN JESSICA U RESTROOM ELEVATIONS 3/8" = 1'-011 JOB NO. 001 3 a. SHEET cR NUMBER co A2 . 2 N ©2020 COPYRIGHT McCARTER-MOORHOUSE& 12.15 DESIGN, LLC. N O THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. ti may`E IDIAN APPROVED eu plans M1are been rountl b suhstanli,l compliancewith applicable builtling c a-e,ro,00m,,tc IreM .111,dl—pf tb.bme t eio III.ppro Cpbo odomen plans.The rcretl plans,inclutling any -d g review repo o,are uireto be on the nstruction t lM1etisseo Dale— inspections. Permit Number.u+,w-,vawu ELEVATION NOTES: PARAPET 4 1. ALL ROOF COVERINGS SHALL 29 - 7 7/8" INSTALLED POER MANUFACTURER HALL BE RER STUCCO: SPECIFICATIONS. SW PURE WHITE 7007 LONGBOARD: 2. FLASHING SHALL BE PROVIDED AT TABLE WALNUT 102218/101556 ALL EXTERIOR OPENINGS, DECKS. B.O TRUSS 2 � _ _ _ _ _ CHIMNEYS,AND ALL ROOF �� 25 - V 7/8 - PENETRATIONS PER CODE. 3. PROVIDE ATTIC VENTILATION IN ACCODANCE PARAPET 3 _ _ _ _ _ _ _ SPECIFICATIONS WITH IRC SECTION 806.2 22' - 0" 4. 50%OF REQUIRED VENTILATION TO PARAPET 2 BE PROVIDED 3'-0"ABOVE THE EAVES. — — — — THE REMAINDER OF VENTILATION IS TO 20 - 0„ BE PROVIDED BY SOFFIT VENTS IN THE PARAPET 1 _ _ _ _ EAVES. 18' - 0" 5. PROVIDE ATTIC VENTS ON REAR FACE OF ROOF WHEN POSSIBLE. T.O. TRUSS _ _ — 1111-/ 15' - Oil B.O .TRUSS CEILINGIi� 10' - off M'AIN FLOO C\J Q 0 - 0" R --c �Do PEOI _ I T ARCHITECT STAMP — LICENSED ARCHITECT NORTH AR-985249 3/16" = V-0" 04.01 .2022 i PARAPET 4 J E ICA PETTY �29' - 77/8" — — — — — — STATE F IDAHO B.O TRUSS 2 LONGBeARs� - 1 7/8 TABLE WALNUT 102218/101556 Ljh� PARAPET v22' _ Oil - T RA_PET 2 STUCCO: —SW PURE WHITE 7007 0" —II� — — - jkI, PARAPET1 �J 1 g' _ 0„ T.O. TRUSS _ Oil T.O. 2nd FLOOR 13' - 1 7/8"iS — - — — — — Oz 12' - 0„ Q CEILING _ — — — 10 0 z -A 111101111111 aL A. 0 w • O MAIN FLOOR — �0' 0" Q Q Lo III III III III III III III III III III III III III—III III III III III III III III III III III III III III III III III III WEST U 3/16" = 1'-0" a �I Q LLI 0 LU 0 N N VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING a) Q 0 ill N IF NOT 1 INCH ON %I THIS SHEET,ADJUST N Y SCALES 0 ACCORDINGLY ,I C) X (V0 o CHECKED x oDATE 04.01.2022 C) L% DRAWN JESSICA U rs JOB NO. 001 0 o_ SHEET co NUMBER N A3 . 1 N ©2020 COPYRIGHT McCARTER-MOORHOUSE& 12.15 DESIGN, LLC. CD THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. may`E IDIAN APPROVED eu plans M1ave been rountl b suhsranlial c,mplianuwith applicable builtling at insp cotles .111 .Code -tides buns ections lll tides ro b-wm-cbe regerapess ar the bfo,mation on @-,ppr,vetl pp,n,.The ,ppro-.a pbna,nooudbgreny , renew rep regoi Ob be on the consanaion 1h. ' ,r inspections. D,le:oa,uv ELEVATION NOTES: Permit Number. 1. ALL ROOF COVERINGS SHALL CONFORM TO THE IRC,AND SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS. !�► 2. FLASHING SHALL BE PROVIDED AT PARAPET 4 ALL EXTERIOR OPENINGS, DECKS. 29' - 7 MY CHIMNEYS,AND ALL ROOF PENETRATIONS PER CODE. 3. PROVIDE ATTIC VENTILATION IN ACCORDANCE WITH IRC SECTION 806.2 jk_13.0 TRUSS 2 LONGBOARD: SPECIFICATIONS. 25' - 1 7/8° TABLE WALNUT 102218/101556 4. 50%OF REQUIRED VENTILATION TO A BE PROVIDED 3' 0"ABOVE THE EAVES. STUCCO: THE REMAINDER OF VENTILATION IS TO V1 PARAPET 3 — — — — — — — — _ _ _ — SW PURE WHITE 7007 BE PROVIDED BY SOFFIT VENTS IN THE \PARAPET 2 5. PROVIDE ATTIC VENTS ON REAR FACE OF ROOF WHEN POSSIBLE. PARAPET 1 — — T.O. TRUSS 'RtJ 15' - 0" T.O. 2nd FLOOR - 13' - 1 7/8";S 0" FILING 10' - 0" - .c/) N CD - 0 M N FLOOR ARCHITECT STAMP LICENSED — ARCHITECT AFC-085240 SOUTH 04.01.2022 3/16" = V-0" i JESSI A PETTY STATE OF IDAHO rh B.O TRUSS 2 — — — — «25' - 1 7/8° STUCCO: LONGBOARD: SW PURE WHITE 7007 TABLE WALNUT 1022181101556 PARAPET 3 - 22' - 0" � PARAPET 2 20' - 0" rk PARAPET1 — — 47—18' - 0" — — � T.O. TRUSS — - — 15' - 01 _ - O � B.O .TRUSS Q 12' - 0" � CEILING _ — Q 0 O uj o tJT 0 FLOOR m `JT III � a N Lo �316T= 1'-0= 1'-0" cn 0 �I Q cu LU 0 Lu 0 N N VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING a� o 1 rr N IF NOT 1 INCH ON %I THIS SHEET,ADJUST N Y SCALES 0 ACCORDINGLY ,I C) X (Va o CHECKED 0 DATE 04.01.2022 L% DRAWN JESSICA U JOB NO. 001 CD SHEET o_ CD NUMBER N A3 . 2 N ©2020 COPYRIGHT McCARTER-MOORHOUSE& 12.15 DESIGN, L.L.C. CD THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. Ln I ■ 4 i • i `u . , . lm mall.m a ■ ML■ V - - .:. # # r �` ■f ■ � � lit � - _ - _ op 00 21 Ar ate. x+T Kos �. •l ��r' :;a ��;ltl7,, -x`a, �� .yam '. ti a• •'f• . „ . -. I � _ rwr�'.: _ -..� 4 •, -�!_�;4 � .. � - ,tea�ti r- .. � x�"^ 1 Yl . x - ��T 7 r• t. y_ � " � _ Sir. }fir " ',~ r r-. • � r,r5 � r � arm ` .f C .+-- L iC �'` t•+` Y 1 � r - 'r■ rye ■w . = �. YL 1!i !a\E _ � - - - r :�e • • I,: it .li -- .1 f _ -- -- . • � may`E IDIAN APPROVED eu plans M1are been rountl b suhstanlial complianuwith applicable builtling cotles.Code .111—des buns at Impectlom wl 11,,..e ro b.oo,r.cree regerelss pt tb.bfmmation on the approvetl plan,.The rcretl plans,inclutling any -d g review repo o,are uireto be on the nstruction inspections. Dale'tb m,uv Permit Number.c++ ATTIC VENTILATION CALCULATIONS C ATTIC VENTILATION AREA XXX SQ. FT. REQUIRED PROVIDED TOTAL VENTILATION AREA -COBRA RIGID VENT 3 OR (PER 2018 IBC- 1203.2, COMPARABLE TO EXCEED THE USING REQUIREMENT OF 1099 VAPOR RETARDER MINIMUM SQ FT OF RIDGE EXCEPTION) VENTILATION - HARDY SOFFIT TO MEET AND �► EXCEED THE 1099 MIN SQ FT 5595 SQ FT/300 = SOFFIT VENTILATION. 18.65 SQ. FT. r ` V N CD 0 ARCHITECT STAMP LICENSED ARCHITECT AR-085249 04.01.2022 i I I HVAC UNIT `�E ICE` PETTY STATE OF IDAHO L 0 F I I I I HVAC UNIT O I I = Q Zz Qo w G � �'�/• O0 Qm Q u7 CD z a I ILL 0 0 o 0 N VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING a� Ln o 0 1„ N IF NOT 1 INCH ON -I THIS SHEET,ADJUST N Y SCALES N 0 ACCORDINGLY ROOF PLAN N 0 2 1/411 = 1'-0" o CHECKED DATE 04.01.2022 C) U DRAWN JESSICA JOB NO. 001 C) o_ SHEET NUMBER N A4 . 1 N ©2020 COPYRIGHT McCARTER-MOORHOUSE& 12.15 DESIGN, LLC. N O THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& N 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. rb PP OVED FOR CONSTRUCTIOfVa;;ea°:dplan andlor specifications have been reviewed for complianceerJeederal, City Standards and Specifications.This review does not nose. eve thner,engineer,or contractor of the responsibility to design PermitN tuber:cry ct those facilities in compliance with all current app ica state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Seth Oaks I=84 - - - �\ This Document, and the Concepts, Ideas and Design Incorporated Date 05/25/22 LOT 4 BLOCK 2 SWINDELL SUBDIVISION herein are an instrument of professional services and are the Permit Number C-NEW-2022-0028 LOCATION PROJECT Property of Mason and Associates, Inc., therefore they are not to - E OVERLAND ROAD I - - A PART OF THE SE 1A SECTION 18, T. 3 N., R. 1 E., B.M., be used in whole or part for any other project without the MERIDIAN, ADA COUNTY, IDAHO express Written Authorization of Mason and Associates, Inc.© 2022 All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of CL o City of Meridian Supplemental Specifications, and the Applicable VICINITY MAP Irrigation District Standards. Q SCALE. 1`2000' w o � p 0 Q NLU ti F�- 0 o U U I - E VICTORY ROAD - U 'U LU N N N LO Q � \ uO GENERAL CONSTRUCTION SEWER DRAINAGE N 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ON-SITE DRAINAGE. SNOISIA3N STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO 1N GENERAL N N N SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE CONSTRUCTION NOTE NO. 1. 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE N N N IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES, HOWEVER ANY ROOF DRAINAGE CL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER Q Q NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN THE APPROPRIATE PERMIT. cn cn 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA p °p j THE CITY WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). Z z ao ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ROADWAY 0 0UJ a 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED `APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER a Q U Q ON SITE AT ALL TIMES. MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A HOURS PRIOR 24) SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR ( 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION TO CONSTRUCTION. o IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE CONFERENCE PRIOR TO START OF WORK. c a, WASTEWATER RULES (IDAPA 58.01.16). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY o � Co 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION TRENCHES ABOVE THE PIPE ZONE. w_ a � o OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE o C N 00 PRIOR NOTICE. SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (LE, SEEPAGE BEDS, DRAINAGE SWALES). o _J a Z o N N_ 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. a o 0 THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. CLASS "A" MUNICIPAL WASTEWATER RECLAMATION AND REUSE SUPPLEMENTARY NOTES 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE t� APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS THAT HAVE PUBLIC REUSE MAIN OR SERVICES 1. CONTRACTOR(S) SHALL RETAIN AND PROTECT ALL EXISTING FEATURES BOTH ABOVE AND BELOW GROUND, 1 Q� CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE UNLESS OTHERWISE NOTED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 4.1 CO SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 1. CONSTRUCTION OF THE CLASS A EFFLUENT DISTRIBUTION SYSTEM SHALL CONFORM TO THE STANDARDS IN THE °J . � a IDAHO RECYCLED WATER RULES (IDAPA 58.01.17), WASTEWATER RULES (IDAPA 58.01.16), RECOMMENDED 2. MASON & ASSOCIATES, INC. WILL PROVIDE CONSTRUCTION STAKES AS REQUESTED BY OWNER. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) STANDARDS FOR WASTEWATER FACILITIES - GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF SANITARY 0 BACKFILLING TRENCHES FOR PIPE, (B) PLACING OF AGGREGATE BASE, (C) PLACING OF CONCRETE; (D) ENGINEERS (10 STATES STANDARDS), AWWA MANUAL M24 - CHAPTER 24 AS WELL AS THE STANDARDS AND 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING PLACING OF ASPHALT PAVING. SPECIFICATIONS REFERRED TO 1N GENERAL CONSTRUCTION NOTE NO. 1. ANY N01'S, AND PREPARING A POLLUTION PREVENTION PLAN (PPP) IN ACCORDANCE WITH THE (� ENVIRONMENTAL PROTECTION AGENCY. CONTACT THE EPA AT (208) 334-9489 FOR THE REQUIRED 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE 2. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION MAINS AND POTABLE WATER MAINS SHALL INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE OWNER/DEVELOPER AT LEAST 48 HOURS BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL BE A MINIMUM OF TEN (10) FEET IN ACCORDANCE WITH IDAPA 58.01.08, "IDAHO RULES FOR PUBLIC DRINKING PRIOR TO THE BEGINNING OF THE CONSTRUCTION. NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN WATER SYSTEMS," SUBSECTION 542.07. WHERE IT IS NECESSARY FOR A CLASS A EFFLUENT DISTRIBUTION MAIN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. AND POTABLE WATER MAIN TO CROSS, A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION SHALL 4. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR ITS REPRESENTATIVE, WHICH ARE BE MAINTAINED AND THE CLASS A EFFLUENT DISTRIBUTION MAIN SHALL BE ENCASED IN A CONTINUOUS PIPE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY SLEEVE TO A DISTANCE ON EACH SIDE OF THE CROSSING EQUAL TO TEN (10) FEET CLASS A EFFLUENT TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE APPROVAL IN WRITING PRIOR TO CONSTRUCTION. DISTRIBUTION MAINS INSTALLED PARALLEL TO NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR THE V g AND IRRIGATION) SHALL BE INSTALLED AT LEAST FIVE (5) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN COST OF RE-ESTABLISHING SAID POINTS. o 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN IF THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED ABOVE THE CLASS A EFFLUENT MAIN AND m" ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY 5. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH to THREE (3) FEET HORIZONTALLY FROM THE NON-POTABLE MAIN IF THE NON-POTABLE MAIN IS LOCATED BELOW o DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FROM THE CITY ENGINEER. THE CLASS A EFFLUENT MAIN. FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE 3. THE HORIZONTAL SEPARATION OF CLASS A EFFLUENT DISTRIBUTION SERVICES AND POTABLE WATER SERVICES CONSTRUCTION AREA. O N OR POTABLE WATER MAINS SHALL BE MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A CLASS A 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE e WATER EFFLUENT DISTRIBUTION SERVICE AND A POTABLE WATER MAIN TO CROSS A MINIMUM OF EIGHTEEN (18) CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED, AND THE CROSSING SHALL BE CONSTRUCTED IN WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR • 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT Z p 58.01.08) ( )AND SECTION 430.02 OF THE WASTEWATER RULES IDAPA 58.01.016 . DIG-LINE AT 1-800-342-1585. w U 4 PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 4. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING CAUTION:RECYCLED WATER-DO NOT DRINK, BOTH IN ENGLISH AND SPANISH. N Q Q 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARYco N \\ SEWER, STORM DRAW, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS 5. AN APPROVED BACKFLOW PREVENTER IS REQUIRED IF RECYCLED WATER SYSTEM IS CONNECTED TO THE o N Z Z NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN POTABLE WATER SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL SHEET INDEX EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN QUALITY (DEQ), THE CITY OF MERIDIAN WATER DEPARTMENT, AND LISTED IN THE MOST CURRENT VERSION OF Z ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES PUBLISHED BY THE FOUNDATION FOR SHEET 1: COVER SHEET AND NOTES SHEET 2: DETAIL SHEET 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH, UNIVERSITY OF SOUTHERN CALIFORNIA (USC). p o SHEET 3: DIMENSION SHEET z w m 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE 6. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL RECYCLED WATER DISTRIBUTION MAINS AND/OR SERVICES. SHEET 4: GRADING, DRAINAGE AND UTILITY SHEET WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED. o 0) _ �'- MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). a� 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PROJECT BENCHMARKS gig 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING Z LU WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR TBM #1 • g1MR O W SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. CHISELED X SW CORNER IDAHO POWER VAULT � ,, p r,L- NORTHWEST CORNER PROJECT. ��1 , ® UJ LU EL=2633.61' NAVD 88 (n 2 PRESSURIZED IRRI GA TION TBM #2 13 2 ` 0 CHISELED X EAST SIDE RIM OF SOUTH ' LID OF A S&G TRAP IN SIDEWALK ON a O Z 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT EAST SIDE OF S LABRADOR WAY. J. 0 p IN WHICH IT IS BEING CONSTRUCTED. EL=2633.65' NAVD 88 �'�, iii � Q Z J � 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER 1N ANY CONNECTION BETWEEN THE POTABLE 1 �~- W -i Q d WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE SYSTEM MUST BE APPROVED BY THE Z (, CC Z IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. Z W C) Q)Q czn may`E IDEZ IAN,_- APPROVED cee.:Pe�amaal<omPl'a�<ewlrn - mahiehmmmg<mea.cma rns' ation The 1—pp—pl. on - - aPProvetlPlans,inclutlin8any - wreParts,a ate he time of- P Pe<rions. Date:�wz: Permit Number:c This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of 4 City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. 0 Z w � o CN iJ v LU CN Z N N N IN 1,000 SAND AND GREASE TRAP SEE PLANFOR SIZE AND ORIENTATION, BOISE VAULTN N OR EQUIVALENT APPROVED BY ENGINEER. 7.0' MIN 4.0' 7.0' MIN FLUSH W/SIDEWALK I FLUSH W/SIDEWALK 2 1/2" AC PAVEMENT SEE PLAN FOR LENGTH & WIDTH VERTICAL CURB m 0000 0000 cc) 0000 k 0000 4" 3/4" MINUS CRUSHED 1.21' MIN (, Z W } 12:1 MAX 0000 ?`� 0000 AGGREGATE 12:1 MAX 0000 0000 +;: SLOTTED 12" PIPE W END CAP UJ =s •- ' 0 o v a 000 MAX�N 0000 0 =0.10% W 2" WASHED0000 0000 0000 O O O O 8" OF 6" MINUS PH RUN ::% DRAIN ROCK •=`�'"'�'�'� SEE PLAN FOR ORIENTATION AND ELEVATIONS M <r TOP WALK=FG PVT+6"J COMPACT UPPER 6" OF SUBGRADE ` ""' 5 o TOP WALK=FG PVT+6" TO NOT LESS THAN 95% OF WRAP SIDES AND TOP OF TRENCHES C O ; m N FG PAVEMENT AS SHOWN �! n. FG PAVEMENT 4S SHOWN MAXIMUM DRY DENSITY, ASTM D698 WITH MIRAFI 140-N, OR EQUIVALENT. 0 � a � � O TOP WALK FLUSH WITH TOP WALK FLUSH WITH W to 'V PAVEMENT PAVEMENT 3.0' ASTM C-33VT' I O m O FILTER SAND O ATRUNCAD N O GENERALNOTEM2 SEE PAVEMENT SECTION NOTE: EXCAVATE TO FREE DRAINING p a MATERIAL. IF GROUNDWATER IS tia �R 'D (FOR PRIVATE PARKING LOT AND DRIVE AISLES) ENCOUNTERED (AS REVEALED BY rn N ADA A PEDESTRIAN I� AN RAMP N.T.S. TYPICAL SCHEMA TIC OVER-EXCAVATION). NOTIFY DESIGN p -gypI/`1 ENGINEER FOR SEEPAGE BED REDESIGN. A a GRADING GREASE TRAP & DRY WELL MAINTAIN A MINIMUM of 3' of a GRADING SCHEMA TICS SEPERATION BETWEEN BOTTOM OF DRAIN ROCK AND SEASONAL HIGH (aj GROUND WATER. O N.T.S N � N O O O 2.0' DIA. CAST IRON MANHOLE RING & GRATED LID CONTRACTOR TO ADD GRADE RINGS AS NECESSARY TO ' ADJUST RIM TO PROPER ELEVATION. 7-11 2" TOP SOIL R=1/2" TYP. L 3" o 6" CEMENT GROUT ! 2'-7" FG PAVEMENT ' V. 3" IL EXTRUDED CURB i () p NTS V � Z Z 2'-9" N O Q Q O N N 2'-9. 4" 00 O 3" Y O O oLT] Z Z J Q 9' m Q C w 1000 GALLON SAND & GREASE TRAP PROFILE NTS NA S �.. W UJ 9212 O � � OF E- J. 1 MCI%— Z� `" -- JZ = N Q opW c=n . C `E IDR IAN,- APPROVED Tbe.e Plan.bay.b..n h—d ro - - be in wb.tantial—,,1 ance with icable building code..CPtle regardless off the inlormation.. e approvetl plans.Th. - - appro—plans,I..I.ding any cb.d review r.pod..a _ . uir.d wb..n the con. "me glne n-Peebon.. Date:oeieazz - - P—it N..ber.cw This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of a City of Meridian Supplemental Specifications, and the Applicable � Irrigation District Standards. v w 0 W W 0 0 Pq v c� W N _M LO to m \ \ EXISTING SNOISIA38 \ \ \ BUILDING N N N �s X N \ \ N N N89'43'04"E — — 455.E3' _Z/ /2 ' 239.68' FNOSJ�R , 0 10 20 40 0 \ 13.00' }� \ 10.88 10.OQ t2.26 W m pp 413.00 Scale 1"=20' IL c? \ \\ \\ •so' R5.5O O O U Q \ \ 00, te 28.88'_..._... N 0 iv w \ N \ 40.00' �'��`� SS \ \ 5.02' � � a g N 3 \ \ W aCl) � UO 94.00' c � o vi 47 O "' a O 44.83 0 N \ \ \ 20\ 76' A a 4 \ I IU " \ \\ 17.00 1a50' T1P. 14.50' Ft25 \ \ 2 l� U� v 3 61' 9.00' m \ \\ W Z50' 0 0 N r 26.00' fir, Pao, Curve Table \ SD Q�`61 Curve # length Radius Delta Chord Direction Chord length Tangent \ \ :' •• t ' Do. TW ® Cl 105.82 227.00 26 42'30" N15 20'46"W 104.86 53.89 ry 23.71' --►� 13.61' \ 16.50 T1P. " \ \ \ 16.00, 82.00 C2 99.20 200.00 2825'03 N142930"W 98.18 50.64' V \ .- �,� ��''s�:�- -''�`'.•...� � �� .�� ..,��.fir„ '� ' WN 91 \ 8.00' O tV \ \ \ 77.08 18.50' TYP. OQ \ \ ` 43.28 82.00' \ ` 54.86' W (� SS N C) O (14 \ 1 p ¢ N 32.22' � Z \ \ C) CIO ° z m � Q � Nw \ \ NO'16'56"W � so � 9.70 48.53' v !4 _ _ 137 62' cc \ — —— — — —— — — — — —— — — — — — — ——— — — — —— — \ 589:43'04"W � $89*43'04" OHP OHP P OHP OHP \ E OVERLAND ROADOF LU 9212 Cn W J � pQtn z WLu o (f) 0O GP�CE - APPRpV TM1ese Pla M1 ebeen fo bPencaubsfa a°PmP ` ,P OVED FOR CONSTRUCTION - .ill..esf G non M1 :°".pp-d ;"e pian andlor specifications have been reviewed for compliance Provetl .nd l,-tMN4yPttgeridi City Standards and Specifications.This review does not me of me me a'°saegloPs. oat,: as sieve the ner,engineer,or contractor of the responsibility to design PermitN mber: - �s uct those facilities in compliance with all current appiicab e ederal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of which the City retains the right to enforce.Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City.Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. This Document, and the Concepts, Ideas and Design Incorporated Name Seth oaks p g p Date 05/25/22 herein are an instrument of professional services and are the Permit Number C-NEW-zozz-ooze Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho 0 Standards for Public Works Construction, most current edition of rZ City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. w 0 W W g Z 0 0 CU U V U W N M it �CN � to to m \ \ \ EXISTING _ SNOISIA321 BUILDING N N N x N N N N 2637.64 2639,43 2640.33 m �- \ \ \ FG FG FNOSUR FG 0 10 20 40 m CO j_ Cs1co \ \ 2636.50 � /�TBM 11 FG Scple: 1"=20' \ \ \ WUJ \ \ \\ \\ 2640.00 C) U Q \ \\ IE:2632.70+\ \ 3.8% \ \\ SMH A-1 FG ORIM:2639.54 v� w :3SUT - FF. 2636.83 IE( )263 SS rn a a \ \ \ 65 L.F. 4"0 SEWER S=2.0% r O [L % -- PRESSUREO \ \ CONNECT TO EXISTING W IX z \\ \ IRRIGA77ON MAIN a O \ PRIMARY IRRIGA7ION C M o � \ , \ SOURCE 70 LF. +/- 1 1/2"0 WATER SERVICE 0.5% LEGENQ \ \ s \ CALCULATED POINT 185 L.F. 8"0 SEWER S=4.01g � \ \ T2w636 43 0 5R 69 BENCHMARK a \ \ 88% G35.8s 263623 3.1% 1.8.'G 0 FOUND BRASS CAP MONUMENT \ g \ \ .j s.ox ` ----------- O FOUND 112 IRON PIN Fc3s.ts to ® FOUND 5/8" IRON PIN ��„ N 263316 \ - SIGN O \ MX r. . \ \\\ t4% ® CATCH BASIN \ 2634.56 2636.00 2636.14 2636.50 !_ ^ _6.0% FG GB 1,000 GALLON S&G TRAP � FG FG� FG \ GRATED LID:2633.77-yo \ REMOVE EXISTING TREE \ ( 1E: (OUT)2631.12 26�� Ow ® SAND & GREASE TRAP \ \ p?� DISPOSE OFF SITE \ � SEE WATER NOTE 3 SHEET 1 DRYWELL 11 ` ( ,V N \ z \ \ \\ 2.8sr PROPOSED ® POWER POLE \ \ 30% � 9'Wx43'Lx10'D ROCK \ "3� RELOCATE EXISTING \ 30 LIF. 12"0 SD PIPE S=0.22% 43 LF. 12"0 PERFORATED PIPE �"- TRANSFORMER LOCATION \ \ \ SPRINKLER BOX 6.OX 263813 eo WATER BLOW OFF .: 2636.72 FG i FG 2638.57 ® CABLE TV BOX \ \\ \26 2635.19 .`F 1.0% FG \ \ 2s3321 2s38.46_ DECIDUOUS TREE CONTRACTOR TO CONNECT TO EXISTING 8" WATER MX FG 2636.24 2638.12 FG S \ INSTALL (2) 3/4" ME1ER SETTERS � FG \ PER CITY OF MERIDIAN STD DWG W3 \ \ \ 6 OX 1.3X FG R SPRINKLER BOX V PROVIDE AND INSTALL (2) 3/4" DIA FESCO 860. \ �- RPBA MUST BE APPROVED BY THE STATE OF\ ? 2636.12\ so EXISTING SANITARY SEWER MANHOLE\ 6' 2636.24 O 10AH0 DEO AND THE MERIDIAN WATER DEPARTMENT \ TO BE METERED FOR PRESSURIZED IRRIGATION. o FG FG ® EXISTING STORM DRAIN MANHOLE AREA OF ASSESSMENT 4,391 SQUARE FEET. DR. \ \MALAN WILL BE THE CURRENT OWNER OF THE P1 13.OX s 62 � _ 4.OX LIGHT POLE 2633 36 _ a �a 26, 08 SYS7EM. CITY WATER TO BE USED AS A BACK UP EX 2636.35 1.8% x .. " \ IRRIGATION SOURCE. / FG FG ® WATER VALVE \ REMOVE EXISTING BLOWOFF \\ INSTALL BLIND FLANGE AND 0.5096 FIRE HYDRANT E Q N JOINT RESIRAIN1s. TAP EXISTING � �n a c GAS STUB \ 8" FOR METER.NMETERI SETTER PER CITY PROPERTY BOUNDARY LINE OF MERIDIAN STANDARDS SECTION DB-350 ` DRYWELL #2 L \ \ \400 ID STANDARD DRAWING W4 , 5'Wx22 Lx10 D ROCK - - - �+ CONNECT TO EXISIING r'a, GRATED UD:2636.19 20 L.F. 12"0 PERFORATED PIPE SECTION LINE '�+ Z E \ v 1E: (OUT)263309 - 000!!! 6 PRESSURE IRRIGATION MAIN d' CENTER LINE W V y PRIMARY IRRIGATION SOURCE \ 3 LF. 12"0 PERFORATED PIPE " t. \ , 25 L F. 4 0 SEWER S=2.oz 12"0 so•Eu -- -- -- - UTILITY, DRAINAGE AND IRRIGATION EASEMENT v\ \ 1E:2628+/- - -------- - - - 1N,, .•ss 1.8% M PIPE N o �\ \ 1 FF. 263Z12 j x FENCE LINE 00 Z N \ 0.50% N O N 1 11 SEWER LINE � ` 70 L F +/- 1 1/2"0 WATER sERVICE - - STORM DRAIN LINE O � 7BM ,�2 SEE WATER NOTE 3 SHEET 1 - SD -- - 2 1_5% _ P off OVERHEAD POWER LINE o O \ I 2636.72 FG3�00 c UNDERGROUND GAS LINE Z p \ I 2636.35 FG REMOVE ExisnNc BLowoFF FeO INSTALL 1,000 GALLON SAND AND GREASE TRAP p jLL \ FG\ APPROXIMATE SEWER SERVICE LOCATION !E 2624'+/- -- INSTALL BLIND FLANGE AND JOINT RESTRAINTS TAP EXISTING ® INSTALL OB--350 CONTRACTOR TO EXPOSE AND VERIFY HORIZONTAL 8" MAIN FOR 1.5" SERVICE AND \ \ AND VERTICAL LOCATION - - --- - - METER. METER SETTER PER CITY �.. - - - - - - - - - -- - OF MERIDIAN STANDARDS SECTION SD INSTALL 12" STORM DRAIN PIPE W , 400 STANDARD DRAWING W4 \ \ No•ts9s�Ow, 0 INSTALL 48" SEWER MANHOLE _ 48.53' -- - - -- - - -- _ -- - -- - s-►- INSTALL 8" SEWER MAIN -- -- - - -- - -- O OHP OHP P OH OHP = ws INSTALL 1 1/2 WATER SERVICE LINE s ::. l �- INSTALL 1" PI SERVICE \ E OVERLAND ROAD �- INSTALL 3/4" IRRIGATION METER INSTALL 1 1/2" DOMESTIC METER 'UJ INC o OF J. otopt�9 cZn may`E IDIAN APPROVED eu plans M1are been rountl b suhstanlial complianuwith applicable builtling at Imp cotles .111— .Code des buns ectlom l 11,,..e ro b.oo,r.cree regerelss pt tb.bfmmation on the approvetl plan,.The rcretl plans,inclutling any -d g review repo o,are uireto be on the nstruction inspections. Dale"M1m,uv Permit Number.c++ PARAPET 4 29' - 7 7/8" o jk_ M B.O TRUSS 2 _ _ _ _ _ _ 25' - 1 7/8" PARAPET 3 141111-/ 22' - 0" PARAPET 2 201 - 011 LkCV PARAPET 1 18' - 0" rs M Lk T.O. TRUSS 15' - 0" T.O. 2nd FLOOR 13' - 1 7/8" - - - - - - B.O .TRUSS 1 1/4"TO 2" 1 1/2"MIN. 12' - 0" ^V' � — — — — — — — — — — ` 0 HEAD ROOM 80"MIN. C LING 10' - 0" NOTE: THE GREATEST RISER HEIGHT NOT TO EXCEED THE SMALLEST BY ARCHITECT STAMP MORE THAN 3/8". 4 1/2"MAX. THE GREATEST TREAD DEPTH NOT TO EXCEED THE SMALLEST BY MORE _ LICENSED HAND RAIL PER CODE THAN 3/8". _ ARCHITECT ATTACHED TO BOTH WALLS, �Lr 00 00 AR-985249 SEE DETAIL 04.01.2022 -------- STAIR STRINGER PER PLAN CONT.2x(NOTCHED IN)NAILER MAIN FLOOR ` 0' - 0" FLOOR TRUSS/JOISTS PER PLAN UP TO 7"MAX. PER RISER - I 11"MIN.* JESSICA PETTY 36"MIN. _ STATE OF IDAHO 1-HR FIRE RATED ASSEMBLY 5/4"TREADS w/1 1/2" (IF ENCLOSED) NOSING J I I I I—IJ I I I �-11 J I I 1 1-1 1 1 1 J 1-1 Ell I I I 1/2"PLY RISERS 2x FIRE BLOCK VERIFY FLOOR TO FLOOR 7/8 T&G FLOORING BUILDING SECTION HEIGHTS @ SITE CONT.2x NAILER LANDING w/RIM PER PLAN 1/4" = 1'-0" 2"x4"CONT. PLATE POST PER PLAN 5/8"TYPE"X"SHEETROCK O (IF ENCLOSED) TREADS WITH A DEPTH LESS THAN 11" NOTE:SYSTEM w/LANDING SHOWN. USE AREARE REQUIRED TO HAVE A MINIMUM TPO ROOFING VERTICAL WALL — RE OF 3/4"AND A MAXIMUM OF 1 1/4". SAME DETAILS FOR STRAIGHT OR CURVED STAIR RUNS FLASHING PER MANUFACTURER'S Z RECOMMENDATIONS- EXTEND Q OVER TOP OF PARAPET TO PRESSURE ST IR DETAIL COMMERCIAL OUTSIDE FACE -TYP. TREATED 2x 5 3/8' — 1'-O" MTL. COPING SHIM � BONDING ADHESIVE STRUCTURAL DETAIL HAS BEEN UPDATED TO MATCH } 20 GA. PREFINISHED L < METAL COPING G Q J 0_ 2x WALL, SEE PLAN INTERIOR FINISH, m SINGLE PLY ROOFING COMPLETELY HOT AIR O SEE PLAN Q OVER RIGID INSULATION, SEAM WELD WIDTH OF 0 EXTERIOR SHEATHING, -LAP SINGLE FLANGE w SEE PLAN Lo Lo PLY OVER INTO SCUPPER D- 2x6 P.T. SILL W/ MIN. W/ 1/2"Ox10 FLOOR SHEATHING, PER MANUF'S CONTINUOUS BEAD OF o' ANCHOR BOLTS @ 48" O.C. W/ MIN. 7" SEE PLAN RECOMMENDATIONS ROOFING CAULK PER 6" O EMBEDMENT. & NOT MORE THAN 12" METAL SCUPPER ROOFING o FROM CORNERS & ENDS FLOOR FRAMING, BOX MANUFACTURER'S MIN. co ,- „ SEE PLAN SEALANT AT SCUPPER 4 RECOMMENDATIONS 0 0 T.O.FINISH FL OR TO WALL 8" TPO ROOFING 0 ui V-6" MEMBRANE PER T.O. GRADE SCUPPER BOX WITHPREFINISHED MANUFACTURER'S co 4" N RECOMMENDATIONS STUCCO SYSTEM w/ � OVERFLOW OPENING 2 DRYVIT FINISH, OR III III CONC. WALL, O SET IN PLASTIC CEMENT COMPARABLE N PLATE & FASTENER III SEE PLAN U 8"x8"COATED METAL INTO DECK WIRE LATH Z a PONYWALL, � SCUPPER SET IN PLASTIC g III WHERE REQ'D o CEMENTco POLYISO INSULATION (2) LAYERS "D" o III ° REBAR PER iv U BUILDING PAPER N —III CURRENT CITY Z CODE g oo OVERFLOW BATT INSULATION PER —III ° INSULATION N 6" WALL OPENING WALL SECTIONS J a a BETWEEN PONY VERIFY SCALES c DOWNSPOUT THICKNESS a WALLS THIS BAR IS 1 INCH 4 4" APA RATED w �,� a° ON ORIGINAL DRAWING p I EXTERIOR ° ° „ Lo FLOW LINE SHEATHING PER 6MM VIS-QUEEN 1 N SCUPPER SCUPPER BOX STRUCTURAL IF NOT 1 INCH ON I EE PLAN I DRAWINGS, TYP. THIS SHEET,ADJUST N SCALES o TYPICAL FOUNDATION - CONDITIONED ACCORDINGLY C V SCUPPER BOX n PARAPHET n CRAWL Q XI 1" = 1'-0" 1 1/2" = 1'-0" Y 3/4" = 1'-0" N O o CHECKED 0 DATE 04.01.2022 L% DRAWN JESSICA U JOB NO. 001 C) o_ SHEET o NUMBER v N A5 . 1 N @ 2020 COPYRIGHT McCARTER-MOORHOUSE& 12.15 DESIGN, LLC. N THESE PLANS MAY NOT BE USED BY ANY OTHER ENTITY THAN McCARTER-MOORHOUSE& 12.15 DESIGN,LLC.WITHOUT PRIOR WRITTEN CONSENT. Ln ��RJDIA�N_ APPROVED i 111,otles 111, ipspecllans le co-cled re19artllessoof IM1e Information.. th pl o�etl op:.re. Ipp o.ea plae:,mowemg aer b. h. P.-It1 �e p 1OeS e ELECTRICAL LEGEND Permif Number B-27 O-i WALL BRACKET. SIGN J 14 2X4 LUMINAIRE(SURFACE OR RECESSED)SEE LIGHT 0 FIXTURE SCHEDULE. O (0) RECESSED ROUND LUMINAIRE(INCAND/FL/HID). `�' EXIT LUMINAIRE W/EMERGENCY ADJUSTABLE DUAL HEADS O VESTIBULE MIB A-16 -22 A- 2 - B- -17 g_19 G PANEL ELECTSCHEDULESCAL BOARD(SURFACE OR FLUSH)SEE O db A-16 �A-22 LOCKER/CHANGING GFCI AC AC A-16 AQ CONSULT ( GFCI RE:E-5.A ROOM GFCI EMERGENCY ADJUSTABLE DUAL HEAD LUMINAIRE. O (TYP.) �B-13 ® MAIN DISTRIBUTION PANEL'MDP' A-16 A-16 TELEPHONE TERMINAL BOARD,4'X 8'X 3/4" FIR CLNG. BC PLYWOOD BACKBOARD PAINT TO MATCH WALL FINISH. U�,A-32 MTD. J MTD. GFCI F=1MECHANICAL EQUIPMENT WITH IDENTIFICATION O _ DESIGNATOR. FCI B 18D ,20 C A_22 3-8CU, SINGLE POLE SWITCH. ��1-1�OCU / THREE WAY SWITCH. w :� 3/4 C BREAK ROOM 3P THREE POSITION SWITCH. A-16 WAITING $T TIMER SWITCH. B-13 3 DIMMER SWITCH Cf) GFCI B-13 HP HORSEPOWER RATED SWITCH. A-14 A-21TR THERMAL RATED SWITCH A-14 STAFF RESTROOM A-14D D 2 PORT TELEPHONE/DATA JACK CAT 6 CABLE IN 3/4"CONDUIT CONSULT OGFCI A-26 BACK TO COMMUNICATION AND DATA SYSTEM. COORDINATE ADDITIONAL REQUIREMENTS WITH COMMUNICATIONS O STORAGE CONTRACTOR. CLNG. A-14 A-22 DOUBLE DUPLEX GROUNDING TYPE RECEPTACLES IN STAMP MTD. BC D B-13 B-13 COMMON 2 GANG BOX O MTD. O GFCI A-22 (jpACGFCI WPC WEATHERPROOF DUPLEX GROUNDING RECEPTACLE. ° A-32 ItLff -0 GROUND-FAULT CIRCUIT INTERRUPTER, NEMA5-20R. � O 2 STORAGE GFCI g5�A-24 �A-24 F Q FLOOR DUPLEX GROUNDING RECEPTACLE, NEMA5-20R. O AL N °' CJ F,y STORAGE UP O DIRECT CONNECTION OR SPECIAL OUTLET,VERIFY �t��F�EG,ST ER�Oc��LF` A-14 CONNECTION WITH EQUIPMENT SERVED. ¢`r RECEPTION DISCONNECT SWITCH, FUSED AS REQUIRED BY ❑J EQUIPMENT MANUFACTURER. INSTALL INACCESSIBLE `t 12 LOCATION ONLY. F=FUSED. s�3/31/22 0 A-12 RESTROOM O�� g_g Pi qr PZ A-12 +60 �A-26 B-13 w O JUNCTION BOX. cy F OF CONSULT A-12 AC 11 O B-9 GFCI 2 2 +48" OP PHOTOCELL: SEE SINGLE LINE DIAGRAM. T. K +60" AR 2 GFCI B-9 BUSINESS OFFICE A-12 OP O I RTU-1 TD TIME CLOCK, SEE SINGLE LINE DIAGRAM CLNG. -12 F GFCI ,,, STORAGE Q THERMOSTAT OUTLET, BY MECHANICAL, MTD. GFCI A 26 T p�_24 INSTALLED AND CONNECTED BY ELECTRICAL. CLG. O A 30 O ( �O WI-FIMTD. WI-FI ACCESS POINT l CM COMBINATION SMOKE AND U CARBON MONOXIDE DETECTOR = 60 B-g ® OCCUPANCY SENSOR.THESE AUTOMATIC CONTROL DEVICES A_12 / U g_g O SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS (m A-26A-24 A-24 ((� WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, TTTT (� B-1,3 SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO (� B-14 �I' O O3 3-12CU, AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN +23" 9 J J 4 +23�� GFCI o 0 0 o FC GFCO 2 B-5 7 1-12CU-GRD 50 PERCENT POWER. 3-1,2CU, 3/4"C I I TELEVISION HOOK-UP W/DUPLEX OUTLET COORDINATE MOUNTING A-10 A-10 B-16 �+31"A.F.F. � AC B-11 �B-11 1-12CU-GRD A-10 +18"13 J J 10 18" GFCI A-31 GFCI GFCI GFCI 18 A-18 3/4 C HEIGHT WITH OWNER. O AC +46" _ +44"A.F. . AC O5 CONSULT 2 GFCI A-33 GFCI A-31 +12"A.F.F. A- 7 FCI T.T.B.D —(2)2"C-1© A-10 0� O3 B-10 12 GFCI +31"A.F.F. O3 2 A-37 3 C B-13 RE: E-3.B AC ABOVE COUNTER A-10 I341�1 CU AC A-35 O O ( 44" NURSE'S STATION :IQGFCI B_2 BC BELOW COUNTER CLNG.MTD BC 1412 CU-GRD A-39 0 STERILIZATION WH-1 NEMA 3R O �A-26 13/4 C O CT AND METER SURFACE MOUNTED ROUND LED LIGHT FIXTURE _ CLG. GFCI lr�m �A-26 PANEL'A' 120/240V Q cq MTD.O 120/240V l 600 AMP NOTE:ALL SYMBOLS SHOWN MAY NOT BE USED ON DRAWING. 0 A-30 200 AMPS RE:E-5 _ X-RAY � GFCI � —MECHANICAL � Z r RTU-2 AA 39 GFCI ACC'� o ' ' " — O ELECTRICAL GENERAL NOTES PANEL B -(2)3 C UG— — 15 1 A-27 AC CI AC GFCI GFCI A-18 B-11 2 B-11 120 AMPS 1. THE LATEST EDITION OF THE 2018 NATIONAL ELECTRICAL CODE SHALL GOVERN 0 T �J A-27� A-27 A 18AC � A 18� 2 ALL MATERIAL, EQUIPMENTAND ITS INSTALLATION. jL A-10 \ 2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL MATERIAL, J W EQUIPMENT AND MATERIAL NOT SPECIFICALLY LISTED BY THE OWNER. LU +60- J 8 WHEN COMPLETED,THE ELECTRICAL WORK SHALL BE THOROUGHLY TESTED., X-RAY IDENTIFIED AND READY FOR OPERATION. EXPOSURE 3. THE ELECTRICAL DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL Q BUTTON CIRCUITS AND ARE DIAGRAMMATICALLY IN NATURE.THE ELECTRICAL CONTRACTOR SHALLARRANGE THE RUNS BASED ON ECONOMYAND EASE OF INSTALLATION. A-26 ALL EXPOSED CONDUIT RUNS SHALL BE NEATLY STACKED, PROPERLY ry O z SUPPORTED AND RUN ONLY IN TRUE VERTICAL OR HORIZONTAL DIRECTIONS. PRIVATE p`-25 A-26 A-26 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL POWER AT THE Q Q 0 0 0 0 0 0 CONSTRUCTION SITE FOR USE BY ALL TRADES. POWER CONSUMPTION SHALL BE J BATH 1437 i/1 F7L-21 FOR THE ACCOUNT OF THE CONTRACTOR. SERVICE SHALL BE 50 AMPERES AT 7 A-8 A-8 A-6 A-6 WA-4 A-4 7 A-2 A-2 7 A-36 A-36 120/240 VOLT SINGLE PHASE,60 HZ,A.C.AND SHALL BE ACCESSIBLE TO ALL m FCI -23 BC AC AC AC BC AC BC AC GFCI GFCI GFCI GFCI WORK AREAS. Q J 0/ GFCI B_29 J C 5. PERMANENT POWER SHALL BE 120/240 VOLT SINGLE PHASE,THREE WIRE, � w SIGN ;�A-25 O2 2O O2 O2 O2 RAN UNDERGROUND FROM TRANSFORMER TO WEATHER PROOF 14 MAIN DISCONNECT AS NOTED ON DRAWINGS. LO 6. ALL BUILDING RACEWAYS AND CONDUCTORS SHALL BE RUN CONCEALED IN r Q IA-28 G CLNG 3g� CLNG.jg�LN CLNG WALLS OR UNDER SLAB. MINIMUM CONDUIT SIZE SHALL BE 3/4" UNLESS NOTED TD MTD. MTD. MTD. OTHERWISE NOTED OR SHOWN ON DRAWINGS.ALL OTHER CONDUITS SHALL BE -23 J J J J INTERMEDIATE METALLIC CONDUIT. DOCTOR'S OFFICE A-8 O A-8 A_6 O A-6 A-4 CL A-4 A_2 j CLG A-2 A-36 � CLG A-36 7. ALL SUSPENDED CONDUIT SHALL BE RIGIDLY SUPPORTED WITH MALLEABLE O A-28 A 29 A 29 A 29 U I IRON CLAMPS AT NOT MORE THAN FIVE FEET ON CENTER. O I8. ALL POWER CONDUCTORS SHALL BE TYPE(THWN OR XHHW NYLON JACKETED I J I THERMOPLASTIC CABLE LABELED"MOISTURE AND HEAT RESISTANCE".ALL -23 CONDUCTORS SHALL BE PROPERLY IDENTIFIED AND COLORED CODED. L- OPS#5 OPS#4 OPS#3 OPS#2 OPS#1 MINIMUM WIRE SIZE SHALL BE AWG# 12 FOR POWER AND AWG#16 FOR CONTROL. ALL CONTROL WIRING SHALL BE STRANDED COPPER. SIZE CONDUCTORS AS Z A-25 A-8 A-7O A-6 A-5O° A-4 A-3O° A-2 A O A- 6 A-34O REQUIRED BY LOADS AND TO LIMIT VOLTAGE DROP TO NOT MORE THAN 2%. -23 ((� I (m ((� P (� - USE OF STRANDED CONDUCTORS FOR SOME EQUIPMENT MAY BE REQUIRED. Q `� �' hi �1 `I I' `I I' `H' CONTRACTOR SHALL VERIFY REQUIREMENTS OF EQUIPMENT. 9. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL VERIFY THAT: WB-25 SIGN A. ALL MOTORS ARE TURNING IN THE PROPER DIRECTION. B. CONTINUITY OF CIRCUITS IS ESTABLISHED AND SHORT CIRCUITS DO NOT EXIST. C. NO UNSPECIFIED GROUNDS EXIST. VERIFY SCALES D. THE RESISTANCE TO GROUND OF ALL NON-GROUNDED CIRCUITS THIS BAR IS 1 INCH MAIN FLOOR POWER PLAN IS WITHIN ADEQUATE LIMITS. ON ORIGINAL DRAWING SCALE: 1/4"1 E. ALL WIRING IS CONNECTED IN ACCORDANCE TO APPLICABLE WIRING DIAGRAMS AND COLOR CODED. 0 " F. ALL EQUIPMENT IS OPERATING PROPERLY. ON G. ALL FUSES ARE PROPERLY SIZED. I I NOT 1 INCH U KEYED NOTES THISSSCALE ADJUST H. THE RESISTANCE TO EARTH OF THE GROUND SYSTEM IS ADEQUATE. SCALES BOX X-RAY MASTER CONTROL-ELECTRITION TO SUPPLYAND INSTALL NOTE:O 1/2"CONDUIT TO CORRESPONDING MECHANICAL UNIT. 10. PROVIDE A NYLON PULL LINE IN ALL TELEPHONE CONDUITS AND SPARE ACCORDINGLY CONDUIT.AND CONDUCTORS TO BE PROVIDED BY ELECTRICAL ® PIPE CHASE WITH PULL-STRING.VERIFY SUPPLIER OF WIRING ALL BRANCH AREA CIRCUITS SERVING PATIENT CARE SPACES SHALL CONDUITS. CONTRACTOR. LEAVE 12"SLACK AT BOX AND MECHANICAL WITH DENTAL EQUIPMENT SUPPLIER. BE PROVIDED WITH AN EFFECTIVE GROUND-FAULT CURRENT 11. PROVIDE LAMPS FOR ALL LIGHT FIXTURES SPECIFIED ON DRAWINGS. UNIT. ELECTRICAL CONTRACTOR TO MAKE FINAL PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM OR A CABLE HAVING CONNECTIONS. COORDINATE BOX SIZE AND QUANTITY OF O SINGLE GANG JUNCTION BOX WITH 1"CONDUIT TO ABOVE CEILING A METALLIC ARMOR OR SHEATH ASSEMBLY.THE METAL RACEWAY 12. LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY. REVISIONS CONDUCTORS WITH MECHANICAL CONTRACTOR. WITH PULL-STRING BY ELECTRITION COORDINATE LOCATION WITH ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF ROUGH-IN WITH COORDINATE EXACT LOCATION WITH MECHANICAL DENTAL SUPPLIER. SYSTEM, METALLIC CABLE ARMOR, OR SHEATH ASSEMBLY SHALL ITSELF OTHER TRADES. NO. REMARKS CONTRACTOR. QUALIFYAS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE 10 SINGLE GANG JUNCTION BOX W/230V SIMPLEX OUTLET ON DEDICATED O WITH NEC ARTICLE 250.118. 13. PAINTALL EXTERIOR ELECTRICAL EQUIPMENT TO MATCH ADJACENT 2 CONTRACTOR TO COORDINATE RECEPTACLE LOCATIONS AND 20A CIRCUIT BY ELECTRITION COORDINATE LOCATION WITH DENTAL SUPPLIER WALL, IF ALLOWED BY LOCAL UTILITY COMPANY. in 5-4-22 CITY REVIEW MOUNTING HEIGHT WITH MILLWORK PRIOR TO ROUGH-IN. 1 11 REMOTE CONTROL PANEL-SUPPLIED BY HENRY SCHEIN DENTAL, 14. ELECTRICIAN TO ACCOMMODATE ALL ELECTRICAL LIFE/SAFETY REQUIREMENTS O CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS OF INSTALLED BY ELECTRITION 60"A.F.F. ELECTRITION TO SUPPLY FROM CONTRACTOR AND ARCHITECT. EQUIPMENT PRIOR TO ROUGH-IN. AND INSTALL 24V CONTROL WIRING FROM PANEL TO EACH 15. ALL RECEPTACLES INSTALLED SHALL BE TAMPER PROOF PER NEC 405.12. ® PROVIDE SINGLE GANG JUNCTION BOXE AND 1"CONDUIT TO COMPRESSOR,VACUUM AND/OR SOLENOID PER MFR SPECS. ABOVE CEILING BY ELECTRITION FOR CONNECCTION TO 12 NITRUS OXIDE&OXYGEN SYSTEM ALARM-ALARM SUPPLIED DEDICATED COMPUTER OR SERVER. DATA CABLING&RJ45 OUTLETS &INSTALLED BY HENRY SCHEIN DENTAL. ELECTRITION TO BY OWNERS I.T. COMPANY. COORDINATE LOCATION WITH DENTAL RUN L/V CABLING BETWEEN ALARM AND MANIFOLD 33). CHECKED JB/RTK EQUIPMENT SUPPLIER. CABLING MAY BE PROVIDED BY MANUFACTURER, SEE O PROVIDE(22"CONDUITS TO TELEPHONE COMMUNICATION HENRY SCHEIN REP. 1V DATE 3-31-22 BOARD FOR PHONE AND INTERNET SERVICES. COORDINATE 13 SINGLE GANG JUNCTION BOX W/115V SIMPLEX OUTLET ON DRAWN AJ/TB LOCATION WITH GENERAL CONTRACTOR/OWNER. DEDICATED 20A/CIRCUIT BY ELECTRITION. Hardner o Becumno09 © STUB-UP AND MARK CONDUIT -0"OUTSIDE BUILDING 14 O CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS AND MOUNTING / JOB NO. 1 22-14 6-0"FOR COMMUNICATION SERVICES, COORDINATE LOCATION. HEIGHT OF SIGNS WITH OWNER/ARCHITECT PRIOR TO ROUGH-IN. SHEET NUMBER O7 CONTRACTOR TO VERIFY POWER REQUIREMENTS OF 12 O CLOCK 15 COORDINATE ELECTRICAL SITE CONNECTION WITH IDAHO Associates LLC MEP consultants CABINETAND PROVIDE ADDITIONAL CIRCUITS AS REQUIRED POWER CO./OWNER. PRIOR TO ROUGH-IN. E- 1 1301 S Five Mile Rd.I Boise ID 83109 Phone:208-888.7145 \E-1_MAIN FLOOR POWER PLAN.dgn 7/7/2022 1:53:20 PM lam!1 IDIAN- APPROVED applica tling o nspecli.t ,_,dl sa oti fe t he'inPf,oPma to th a —pl.-Th. nq °pi° �°"°asa°on R1 B-2 8 GENERAL NOTES�. Date:'aoe Dome n P.-itN.mbar:aaw,ou (O REMOTE 1. EMERGENCY LIGHTING TO BE CONNECTED TO UNSWITCHED LEG OF NEAREST R1 HEAD LIGHTING CIRCUIT. B-28 B-28 a EMX1 B-28 (0) REMOT WB1 b R1 VESTIBULE O WB1 2. EXTERIOR LIGHTING TO BE CONTROLLED VIA PHOTOCELL AND/OR TIME CLOCK. L 0 E__ IF HEAD A-17( a IF O EMX1 B28 I 4t=� cn2 R1 ° OR COMMUNICATION, SECURITY/FIRE R1 -17 ( EF-1 ALARM AND SECURITY SYSTEMS. BY CONSULT R1 A 17 A-17 (0)a R1 (0)b KER/C ANGIN A-17 OWNER/OTHER(NIC) 0 GL1 A-17 A-17( a RO A-17 q�7 R1 O A-19 ( KEYED NOTES R1 R1 CT ° J ( A-17 R1 R1 R1 17 1OVERIFY EXACT LIGHTING LOCATION AND REQUIREMENTS WITH OWNER/ 1 A-17 I A-17 EMX1 A-17 A-17 BREAK ROOM MILLWORK INSTALLER PRIOR TO ROUGH-IN. (Q b (��a 14 GL1 - R1 A-19 �F! A-17 1 O� ENERGY COMPLIANCE WAITING R2P R1 w R1 STAF STROOM EM1 1 R1 R1 R1 B 280' A-17 C7 A-17 A-17 A-17 A-17 A-17 EF-3 A-17 A-17 �� o (0)b (0)a (0)b (0)a (0)b COMcheck Software Version 4.1L.5.5 H R R1 InteriorInterior Lighting ComplianceCertificate A- 7( CONSULT R1 R1 R1 GL1 A-17 A-17 A-17 Ri A 17 project Information A-19 M1 STO E 117 (0)b ()a (O�b (��a R1 O O v rTm� ar1n Am A-17 - EtroJed Type: New Conshuo6m k A-19 A-19 rt�� ° 1 cL554 non sr � o�mr_ TSL2 A 17 L5541a6radorwer McCarterMoarhouse TylerReaxanrtan STAMP meridian,ED ID Ktsrtdr`er Beaumnnon Aa ietr3 IL GL1 1 0 R1 STORAGE Lm s.Frve mile Rd. A-19 d A-17 _ EM1 Additions Efficiency Packagejs] Boise,ED 23705 i2 DO)IIaa-�14s 1 �` A 17 EX1 UP UP B1 1$eaucannan khamep. om B-28 ( A 17 EMX1 a be d e R1 A 17 �� cmdu: 1.0 Regmed I.a Praporxd RESTROOM A-17 CIA fieciumdLIgmng Parer.i-tionedt �5O\O SAE R1 I - R1 R1 Allowed tMerrior Lighting Power O� �rGG RF (0)d I (0)d B-28 R1 R1 A-17 I A-17 A-17 A I3 C D Q� F A-19 A-19 I ( ( rasa caF�gory Floor area AHarred rdbKted YYatts RECEPTION I I Met Way i� fa X c1 CONSULT 1-h"th Care-Ornlc 5596 D.74 413D PL1 TDt AkmedWatffi- 4130 s 3/31/22 GL1 I EF-7 R1 A-17 PL2 I R1 A-19 A-19 A-17 d I 1O A-17 I A-17 - BUSINESS OFFICE Proposed interior Lighting Power a B D E q rF O F (0)d I I (0)d B-28 fisture ID:Description I Lamp 11 a Per Lamp!Ballast LangkW II of Fi�rtrire {C X M RQ T KAR�G J T d R1 Fixture Futures Watt ° I I R1 A-17 (Q R1 O I A-17 1 LEDI:CL1 glinie 1 3 39 117 4 V I LED 2:G11:Other. 1 21 39 819 GL1 R1 R1 R1 w I R1 R1 STORAGE LED 3:Ri:Other 1 110 14 is4D A-19 A-17 A-17 A-17 U I A-17 A-17 R1 LED 4.RZ Other 1 s 13 e5 -� LED 5:&Li:Men. 1 1 70 70 (�-)d (0)d (0)d (0)b (Q WB1 LEo 6:Sd2 0tller 1 1 18 18 X1 PL1 I A- 7 A-1 A-17 I (� O� B-28 LED 7:PL1: 1 4 25 100 R22c *d �e(DR2EM1 LE>7 a:Ex flraer 1 1 28 28 $L1 Total RF W�- 2757 0 0 X-RAY o 0 0 0 ° CL1 interior Lighting Compliarme Statement ComFfrarnx Stagnant The pro�.oaed wrtr�ior ligh[ing dedgn represenxd in th s document is consishent with the 6u ilding plans, spexatiom,and other calaJmtions submitted rriila this permit epplicetian-The proposed inmiii lighting systems have 6scn CONSULT EF-5 A-17 A-17 - dcvgned to meet dm 201EI III requi=nNmts in CON ersian 4.1.5.5 end to mpl wit* r a4liceble mi ndatgrr A-17 R1 �� requirements listed in the Inspection Cheddist. A 19 A 17(� R (�,q 17 A17 MECHANICAL RICHARD T. KARTCHNER P.E. 3/22/22 A-17Na ee- e gnah re #e ° J ° ° R1 A-17 _1 GL1 J GL1 J GL1 A-17 A-17 1 O A-17 A-17 A-17 Project Tide: Dr.Melen Report data: 07)13+22 A 1 1 URSE' STATI N EF-4 Dale Fbename: FE:44oagle Drese�2D22V2-14 Dr.MalanWamCheck.tck Pege 1 of r A-17 z Z Q R1 R1 R1 R1 R1 R1 R1 REMOTE EIS A-17 A-17 B B$ I R1 A-17 A-17 A-17 I A-17 A-17 EM 1 HEAD � �A-19 A- 9 A 17(O O COMcheck Software Version 4.1..5.3 � W R1 R1 EX1 EX1 A-17 A-17 Exterior Lighting Compliance Certificate � Project Infarrrtation ry 0 0 0 0 Lo 0 0 0 0R100 0 o Erw9y Code. 2018 ECC O �A-19 QrvJect TEFe: tar.swan � Q ( A- 9 J J J J J P1OEL'� New ighbodiced R extilor IJgtn�ng aorne 2(F1enbvrtrtixd Iwsiress district{Lz2)} z CalrsuuolEonsltg_ OM[xrdFgrsnt a �cornlactflr Q J J 1554 ktbmtdor vier RcCwtm-Mtorhouse Tyler Remxennan meridian,ID ID KwtdawrReaucennonAaociate Q 0 Q 0 13D1 S.Five Rd. LO Eloise,tD 9370309 LO I2DE31SM-7245 LO ( A 9 ( A 19 rbe nnnonQkb nepxam O O O O O O O AOtowed Extera>ar Liglrtirrg Power GL OCTO 'S OFFI E A-1 9 A-1 9 A-1 9 AG-L119 A-1 9 A-1 9 A-1 9 A-1 9 A-1 9 A-1 9 Are&I3ur1aoLLCakLgmy ocm rdkwLd Tradable 1bwei Wafts Watts?Unit Wattage (9 X C) (^ OPS#5 PS#4 OPS# OPS#2 OPS# v WB 1QI 1 ( R1 vial �i D leetnlde azx tt of Total l5llawry am(a)- 41111 — B-28 A-19 A-19 1 TntalhHnwL1 splerreraal Water(off- 40D Z T� {a)wmage ra&v%am"aiowm w ween is mie�. T V (b)A R@pkrWA l allowance equal ID 400 waM may to app iEd 6vixarU MrQllance Ef I) tl nanIatlat>le �.SIM ra=e ' WB1 WB1 WB1 WB1 WB1 proposed Exterior Lighting Power v B-28 B-28 B-28 A B C D E J LIGHTINGFIXTURE SCHEDULE Fisttnre ID:DescnpElon 0 Lamp i wee Per Lamp I Ballast Lampsl I� Fixture �X D� yyalkwatr<111 feet Wde(622 R of walkw�Ir�a�1:Tradable 4VattaTe Fb&uFe Fixttues Watt TYPE MANUFACTURER MODEL NUMBER DESCRIPTION LAMPS QTy FIXTURE TOTAL NOTES MAIN FLOOR LIGHTING PLAN LEL1:Yr131- � 1 13 54 702 WATTS WATTS SCALE: 1/4"= 1'-0" TotalTradade Proposed Wate 702 - EMERGENCY LIGHT _ 111-51 _ r EM1 LITHONIA ELM2 LED DUAL HEADED FURNISHED 6 3 18 z VERIFY SCALES Exterior Lighting CorWiance Statement Comp once Sfatcmrnt The prgosed extetar Cx�ting design represented in the document is consistentwith the truildio plans, THIS BAR IS 1 INCH EXIT LIGHT WALL MTD sa}eciftcelions,end xherceladetions suhrnimed wit*this permit epplimtian-The prapmed exderiorlighang systerns have been ON ORIGINAL DRAWING EMX1 LITHONIA LHQM LED G R WITH REMOTE HEAD FURNISHED 5 3 15 designed to meet the 2019 IECC requirements in COM ersian 4.1-5.3 and to Kith e y app7imhka m.damry ELA LEDTWP M12 SINGLE/DOUBLE FACE requiremen�laledinthelnspedionChecidist. 0 n EXIT LIGHT WALL MTD RICHARD T. KARTCHNER P.E. 3122122 ame- t e }tgnat m Datr IF NOT 1 INCH ON EX1 LITHONIA LHQM LED G R SINGLE/DOUBLE FACE FURNISHED 4 3 12 THIS SHEET,ADJUST SCALES ACCORDINGLY CL1 LITHONIA EPANLIX4 4000LM 80CRI 35K MIN1 1X4 CEILING MOUNTED LED 3 39 117 MVOLT 1X4SMKSH LED GL1 LITHONIA EPANL 2X4 4000LM 80CRI 35K MIN1 2X4 GRID MOUNTED LED 21 39 819 REVISIONS MVOLT LED Project7rde: Dt.Ftelen Reportdatz: 03f22f22 Dale Fbenamr. R.-ICk ogle Dresel,2D22122-14 Dr.Nelan;CamCh.,:k.mk Page 2 of 7 NO. REMARKS R1 LITHONIA WF6 LED 27K30K35K 90CRI MW 6" ROUND LED LED 110 14 1540 1 CONTRACTOR CHANGES 6-21-22 R2 LITHONIA WF6 ADJ LED 30K4OK50K 90CRI MW 6" ROUND LED DIRECTIONAL LED 5 13 65 SL1 WAC LIGHTING LED-T24 30L 1-40 WT WITH 35'TOTAL LENGTH WITH 2 L LED 1 70 70 CONTRACTOR TO VERIFY EXACT LENGTH (2)LED-T24 30L 3L-WT CONNECTORS CONNECTORS PRIOR TO ORDERING � CHECKED JB/RTK SL2 WAC LIGHTING LED-T24 30L 1-40 WT 9'TOTAL LENGTH LED 1 18 18 CONTRACTOR TO VERIFY EXACT LENGTH 1�T DATE 3-31-22 PRIOR TO ORDERING DRAWN AJ/TB PL1 WAC LIGHTING P2212671/PD-42918-BK LED PENDANT LED 4 25 100 HardnerIo BQQU(a1111011 JOB NO. 22-14 PL2 ELAN LIGHTING P1787949/83453 LED PENDANT LED 1 28 28 Associates LLC & MEP consultants SHEET NUMBER EXTERIOR WALL MOUNTED 1301 S Five Mile Rd./Boise ID 83709 E-2 WB1 WAC LIGHTING DS-WD05-F27A-BZ UP/DOWN FIXTURE LED 13 54 702 Phone;208-888.7145 NOTES: CONTRACTOR HAS OPTION TO SUBMIT ALTERNATES TO ENGINEER FOR APPROVAL \E-2 ELECTRICAL LIGHTING FLOOR 7/13/2022 10:42:12 AM �8 IDIAN— APPROVED applica tling o ,_,dl sa of tha information on me app—pl.—Th. =pp.ed pl—p Uma apc y re°etl1oeeO p mea e KEYED NOTES Date:foe Dome of i s c tso-uctio 11 Permit Number:cuex-xpxxmm 1O 1/2"CONDUIT TO CORRESPONDING MECHANICAL UNIT. BOX �^ CONDUIT.AND CONDUCTORS TO BE PROVIDED BY ELECTRICAL CONTRACTOR. LEAVE 12"SLACKAT BOXAND MECHANICAL UNIT. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS. COORDINATE BOX SIZE AND QUANTITY OF O CONDUCTORS WITH MECHANICAL CONTRACTOR. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. O CONTRACTOR TO COORDINATE RECEPTACLE LOCATIONS AND MOUNTING HEIGHT WITH MILLWORK PRIOR TO ROUGH-IN. O O CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS OF O EQUIPMENT PRIOR TO ROUGH-IN. ® FAN COIL RECEIVES ITS POWER FROM HP-1. RE:E-5.E FOR WIRING. rP- 0 0B-21 B-21 B-23 B-23 B-23 B-23GFCI AC AC GFCI GFCI GFCI FC-1 3 � FC-3 3 4 4 ras- CONFERENCE ROOM STAMP B-21 S�ONAL �Ot� GISTEItF��ijti Q F� 4 s�3/31/22 0 (A, t P�cti rF 0 F T K DN B-21 B-21 B(-21 B(-21 'ri 'h-1' SECOND FLOOR POWER PLAN SCALE: 1/4"= V-0" O Q z Z J Q � 00 LU Z 2 R R1 R1 R1 B-26 B-26 __?01 B-26 ry ■ Q 06 LLB Q Q J O B 6 L R1 R1 R1 R1 LO B-26( B-26 B-26 B-26 O CONFERENCE ROOM — 1 0 Z R1 R1 R1 R1 13-26( B-26 B-26 )q\EB-26 U w DN U) R1 B-26 R1 R1 VERIFY SCALES B-26( � — — �B-26 B-26 THIS BAR IS 1 INCH MRe4 ON ORIGINAL DRAWING Mari i UIf IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES SECOND FLOOR LIGHTING PLAN ACCORDINGLY ZALE: 1/4"= V-0" REVISIONS NO. REMARKS 1 CONTRACTOR CHANGES 6-21-22 CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB HardnerF Beaumnnon JOB NO. 22-14 SHEET NUMBER Associates LLC MEP consultants 1301 S Five Mile Rd./Boise ID 83709 E-3 Phone:208-888.7145 \E-3_SECOND FLOOR POWER PLAN.dg 7/1 3/2022 1 0:42:50 AM ��RJDIA�N_ APPROVED tlin9 otlles 111, ipspecllans le co-cled re 1dI ssoof IM1e Inior ation on th pl o.e oven z TM1e a piee:,eowemg eer oaIpp ;e no° . p 1O.. e KEYED NOTES Permit Number O HEAT TRACE WITH STAR PATTERN AT ROOF DRAINS. COORDINATE EXACT LOCATION.WITH ARCHITECTURAL PLANS.TERMINATE HEAT TRACE ON SECONDARY DRAINS AT DOWN SPOUT NOZZLE. RE:E-6.D 0 O2 STARTER/DISCONNECT BY EQUIPMENT MANUFACTURER. COORDINATE WITH MECHANICAL CONTRACTOR. CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS OF B-34O J O EQUIPMENT PRIOR TO ROUGH-IN. �) O JrE B-34 HP-1 B-30"U, 32 RTU-1 B-4,6 25/2 NEMA3R/WP3-6 CU, 60/2 NEMA 3R/WP FUSED DISCONNECTB-8 1-10 CU-GRD(FUSED DISCONNECT GFCl/WP STAMP 1 C +24 A.F.F. F 2 3 7) GxST RFOC�ti 2 F� 4 s3/31/22 � o 3 GFCINVP R� T. KAR�� +24"A.F.F. J B-38 1 0 2 2 Q B-8 0 GFCIMP z z +24"A.F.F. F < 0 50/2 NEMA3R/WP J IY RTU-2 FUSED DISCONNECT W B-22 24 3-8 GNU, 1"C CU-GRD >Q ry ■ 0 Q J z LO LO Q LO J r 0— 0 O i -36 B-36 w .) `) VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING Un POWER ROOF PLAN IF NOT 1 INCH ON THIS SHEET,ADJUST SCALE: 1/4"= V-0" SCALES ACCORDINGLY REVISIONS NO. REMARKS CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB HordneLnBecumnoon JOB NO. 22-14 Associates LC MEP consultants SHEET NUMBER 1301 S Five Mile Rd.I Boise ID 83709 E-4 Phone:208-888.7145 \Elec\E-4_POWER ROOF PLAN.dgn 7/7/2022 1:55:58 PM CtC�RJDIA�N_ APPROVED l tlin9 cotles 111, ipspecllans le co-cled re IdI ssoof IM1e Inior ation on th pl Ippo.e oven z TM1e a piee:,epwemg eer Date„oe oalmz ue Permit Number p ions. e PANEL A SCHEDULE PANEL B SCHEDULE c� SINGLE PHASE PANEL BOARD SCHEDULE SINGLE PHASE PANEL BOARD SCHEDULE PAN ELBOARD ID: PANEL A Voltage: 120/240 MAIN:200A MB FEATURES: PANELBOARD ID: PANEL B Voltage: 120/240 MAINA00A MB FEATURES: O Phase:1 MOUNTING: RECESSED Phase:1 MOUNTING: RECESSED LOCATION:MECHANICAL Wires:3 LOCATION:MECHANICAL Wires:3 Bus Amps: 200AMPS AIC: Bus Amps:400AMPS AIC: O CONNECTED AMPS CONNECTED AMPS CONNECTED AMPS CONNECTED AMPS O WIRE SIZE CIRCUIT DESCRIPTION LTG REC MISC KIT MTR BRKR/POLE CCT PHASE JCCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE WIRE SIZE CIRCUIT DESCRIPTION LTG REC MISC KIT MTR BRKR/POLE CCT PHASE JCCT BRKR/POLE LTG REC MISC KIT MTR CIRCUIT DESCRIPTION WIRE SIZE 12 REC:OPS#2 CHAIR 8.5 20/1 1 A 2 20/1 12 REC:OP2 12 12 VACUUM 16 2012 1 A 2 2011 3 T.T.BD. 12 12 REC:0 PS#3 CHAIR 8.5 2011 3 B 4 2011 12 REC:OP3 12 12 16 3 B 4 60/2 38 RTU-1 6 12 REC:OPS#4 CHAIR 8.5 2011 5 A 6 2011 12 REC:OP4 12 12 AIR COMPRESSOR 16 20/2 5 A 6 38 6 12 REC:OPS#5 CHAIR 8.5 20/1 7 B 8 20/1 1 1 12 1 REC:OP5 12 12 1 16 1 7 B 8 2011 1 3 1 REC:ROOF MOUNTED 12 12 REC:CONSULT CHAIR 8.5 1 2011 9 A 10 2011 12 REC:CONSULT 12 12 REC:BUSINESS OFFICE 10.5 2011 9 A 10 20/2 1 16 X-RAY 12 � 12 REC:CONSULT CHAIR 8.5 20/1 11 B 12 20/1 12 REC:CONSULT 12 12 REC:NURSES STATION 12 20/1 11 B 12 16 12 12 REC:CONSULT CHAIR 8.5 2011 13 A 14 2011 12 REC:CONSULT 12 12 REC:STAFF BREAK RM. 9 20/1 13 A 14 20/1 16 X-RAY 12 12 REC:CONSULT CHAIR 8.5 2011 15 B 16 2011 12 REC:CONSULT 12 12 REC:REFRIG 10 20/1 15 B 16 20/1 16 X-RAY 12 12 LTG: ENTRY/OFFICES 12 20/1 17 A 18 20/1 1 1 3 1 REC: LAB 12 12 REC:MICROWAVE 1 12.51 2011 17 A 18 40/2 30 REC:WASHER/DRYER 8 12 LTG: OPS/CONSULT 7.5 1 2011 19 B 20 2011 5 1 REC:MODELTRIMMER 12 12 REC:000NTER 1 12 20/1 19 B 20 30 8 12 DRINKING FOUNTAIN 5 2011 21 A 22 2011 9 REC:WAITING 12 12 REC:CONFERENCE 12 20/1 21 A 22 50/2 34 RTU-2 8 12 REC:DR. OFFICE 12 20/1 23 B 24 20/1 13.5 REC:RECEPTION 12 12 REC:CONFERENCECNTR 12 2011 23 B 24 34 8 12 REC:DR. OFFICE 4.5 2011 25 A 26 2011 13.5 REC:RESTROOM/HALL 12 12 SIGN 12 2011 25 A 26 2011 5.8 LTG:UPPER FLOOR 12 12 REC:STERILIZATION 6 20/1 27 B 28 20/1 10 TASK LIGHTING 12 12 SIGN 12 20/1 27 B 28 20/1 6.2 LTG:EXTERIOR 12 12 TASK LIGHTING 10 20/1 29 A 30 20/1 10 TASK LIGHTING 12 12 SIGN 12 2011 29 A 30 25/2 16.6 HP-1 12 12 REC:STERILIZATION 16 2011 31 B 32 2011 10 TASK LIGHTING 12 12 SPARE 2011 31 B 32 16.6 12 12 REC:STERILIZATI0N 16 2011 33 A 34 2011 8.5 REC:OPS#1CHAIR 12 ARE 20 A 34 20/1 6 HEATTAPE 12 12 REC:STERILIZATI0N 16 20/1 35 B 36 20/1 12 REC:OPS2 12 12 SPARE 2011 35 B 36 2011 6 HEATTAPE 12 STAMP 12 REC:STERILIZATI0N 12 2011 37 A 38 20/1 5 REC:TASK LIGHT 12 12 P 1 37 A 38 20/1 3 HEATTAPE 12 12 REC:STERILIZATIO 1 -f- 12 20/1 39 B 40 20/1 SPARE 12 12 SPARE 20/1 39 B 40 1 20/1 ISPARE 12 REMARKS: REMARKS: CONNECTED KVA/PHASE CONNECTED KVA/PHASE 55\ONAL FN 22.9 PHASE A TOTAL LOADS 32.2 PHASE A TOTAL LOADS o� C) XSTERFoG�� CONNECTED LOAD(KVA) DEMAND LOAD(KVA) 24.2 PHASE B 47.1 TOTAL CONNECTED KVA CONNECTED LOAD(KVA) DEMAND LOAD(KVA) 30.7 PHASE B 62.9 TOTAL CONNECTED KVA LIGHTING 7.7 9.3 LIGHTING CONNECTED AMP/PHASE 37.1 TOTAL DEMAND KVA LIGHTING 1.4 1.7 LIGHTING CONNECTED AMP/PHASE 61.7 TOTAL DEMAND KVA RECEPTACLE 33.0 21.5 RECEPTACLE 190.5 PHASE A 155 TOTAL DEMAN D AMPS RECEPTACLE 6.7 6.7 RECEPTACLE 268.4 PHASE A 257 TOTAL DEMAN D AMPS MISC 6.4 6.4 MISC 202 PHASE B 200 PANEL DESIGN AMPS MISC 50.7 50.7 MISC 255.8 PHASE B 400 PANEL DESIGN AMPS KITCHEN 0 0 KITCHEN KITCHEN 4.14 2.691 KITCHEN �,y rF of MOTOR 1 0.0 1 1 0.0 IMOTOR MOTOR 1 0.0 1 1 0.0 IMOTOR qR0 T. KAR�G� 1/4"X 2"EXPANSION BOLTS 2'-0"ON CENTER 0 0 ob 0 0 FAN COIL(TYR) EMERGENCY EXIT SIGN PROVIDE BUNDLED CABLE STRANDED,SHIELDED LEXIT FINISHED CEILING 3414, 1414 GRID 3/4"C. ELECTRICAL CONTRACTOR 3/4" FIR PLYWOOD o TO MAKE FINAL EQUIPMENT CONNECTIONS. - 1- 0 PAINT TO MATCH 00 0 bo ,� - - - - - - - - - - - - WALL FINISH - ' EMERGENCY EGRESS LIGHT Q Q � U,J c5 c5 • z 0 00 0 HEAT PUMP J ' - - - - - - - - - - - - - - 1 w N J EMA3R/WP FUSED /� , o DISCONNECT. SEE - - - - - - - - 2 iv BRANCH 0 0 0 0 `n PLLANSRICAL POWER _ _ _ _ _ _ _ _ _ __ . QD z ti PANEL ® � - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z BOARD < Q ' WALL 0 0 00 3" 0 o z T PROVIDE 1#6 CU GRID 4'-0" _ LU Q TO BUILDING SERVICE POWER PLANS ORREFERENCE RICAL 34 GROUND FLOOR D Q WIRE SIZES. 1 t Q co - -- - - w [, J ' FOR CONDUIT " TYPICAL SINGLE/MULTI-SPLIT HEAT PUMP WIRING ry O o (1)2 CONDUIT FOR TELEPHONE FOR T.V. CABLE C 1'-5" UNLESS SERVICE SERVICE SCALE:N W ONE E ■ NOTED OTHERWISE m U J J SELF REGULATING w STANDARD MOUNTING TEL/TV TERM. BOARD HEAT TAPE 5WATTS/FT r z HEIGHT DETAIL MOUNTING DETAIL 120VOLT Q S A SCALE: NONE SCALE: NONE B J MANUFACTURER'S CLIPS, Q ATTACH TO ROOF WITH ROOF MASTIC. (TYR) U PHOTOCELL MOUNT ON NORTH SIDE OF BUILDING 3-600 KCMIL-CU, 1-3 CU-GRD 3"C NEMA'1' PE U LIGHTING ROOF DRAIN OVERFLOW DRAIN w CONTACTOR OR OVERFLOW RAIN DRAIN J HEAT TAPE W SERVICE 1 PHASE A TORK#1109A-9 J-BOX AND COVER 3 WIRE CTA D LC1 TC TIME CLOCK WEATHERPROOF NEMA3R 3-3/O CU,1-6CU-GRD 2"C METER RAIN DRAIN CT CAN PANEL PANEL GROUNDING CONDUCTORS TO BOLTED-TYPE MANUFACTURERS • WATER&GAS PIPES, METAL CONNECTION DEVICE - HEAT TAPE DOWN TERMINATIONS KITS VERIFY SCALES METER 'A' 'B' DRAIN TO BE 25' USED IN J-BOXES THIS BAR IS 1 INCH STRUCTURE,AND SERVICE OR EXOTHERMIC WELD. 3�_0�� MINIMUM, OR WITHIN ON ORIGINAL DRAWING 200 400 EQUIPMENT. 2"OF END OF DRAIN. • 12" O AMPS AMPS NONMETALLIC PROTECTIVE SLEEVE IF NOT 1 INCH ON 1"C 200A MB 400A MB GROUNDING ROOF JACK THIS SHEET,ADJUST PAD MOUNT TRANSFORMER ELECTRODE BY IDAHO 1-#6 CU GIRD. 143 CU GRID 2/0 CU-GRD SCALES POWER CO, FLOOR LINE a " .00' ACCORDINGLY GROUND PLATE ROOF LINE REVISIONS CONCRETE NO. REMARKS 1-2/0 CU-GRID FOUNDATION 1 CONTRACTOR CHANGES PRIMARY CONDUCTORS/ MANUFACTURERS 6-21-22 CONDUIT BY IDAHO POWER 2-3"C TO WEATHERPROOF USED IN J TERMINATION OXESS DIRECT CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR CONTACT J BOX CONDUCTORS PROVIDED BY IDAHO POWER = 2-INCH MIN. 4�,��t�* LIFER SERVICE . 20'MIN. . 20' .N. . . GROUND RE: E-5.C I-111=III=1TI-1TI-1TI-1TI-1TI-111-1TI-1TI-1TI-1TI=1T IT EARTH�111-III-III-III-III-III-III-III-III-III-III-III-III-�fI_ CHECKED JB/RTK SINGLE LINE DIAGRAM '_"'_"'_"'_"'_"'_"'_"'_"'_"'_"'_"'_"'_"'_ TOP VIEW SIDE VIEW DATE 3-31-22 UFER SERVICE DRAWN AJ/TB NOTE:AIC RATING OF ELECTRICAL EQUIPMENT TO EXCEED FAULT CURRENT RATING GROUNDING DETAIL C HEAT TRACE DETAIL Hardner � Becumon00 JOB NO. 22-14 AT TRANSFORMER. CONTRACTOR TO VERIFY FAULT CURRENT WITH LOCAL UTILITY COMPANY. SCALE:NONE `� SCALE: NONE D 1 PROVIDE GREEN WIRE GROUND CONDUCTOR IN ALL PVC RACEWAYS.ALL CONDUCTORS SHALL Associates LLC • MEP consultants SHEET NUMBER BE COPPERAS NOTED IN SINGLE LINE DIAGRAM AND SHOWN ON DRAWINGS. 1301 S Five Mile Rd./Boise ID 83709 E-5 Phone:708-888.7145 \E-5 ELECTRICAL PANEL SCHEDULES 6/21/2022 2:01:08 PM Ciff IDIAN- APPROVED applica tling o '_Idlesa of tha inf...t_on th p -,p n "mreia "d"ai"aa"v aa"eetl l oat ` Pe it Number' 1 TFtAS RASH _ f HoR. DIM, POLE TYPE X Y D E W HOOPS RODSNO. SIZE LIN. FT NO. SIZE LIN. FT O 12" STRAIGHT & Z 2 3/8.. p HORIZONTAL O,D, TYPE 1 -30' 24" 60" 10Y2" 11" 11Y2" 4 #4 21' 6 #4 36' c�� I TYPE 1 -35' 30" 84" 10Y2' 11" 11Y2' 6 #4 41' 6 #6 39' O 8 R. O TYPE 2 24" 60" 8" 9" 8" 4 #4 21' 6 #4 27' FUTURE BUIL DING ....F` HISTORICAL 24" 60" 12" 13" N/A 4 #4 21' 6 #4 27' PARKING=TALL f<�� i " " 1 " " n r " r B PARKING STALLS DAVIT 24 72 10/2 11 11 Y2 5 #4 31 4 8 #5 44 t� ?S� ANCHOR BOLT SIZES AND LOCATION PER MANUFACTURERS SPECIFICATIONS Y), GALV. � F CONDUIT s•. HEIGHT 4" LEVELING .• z - NUT Y =III= /✓ /A=III A ql=Iji � !II Ipim 11"MAX GAP DO NOT GROUT e P ING STALLS +• a ,=, ARM SHAFT SEE SCHEDULE �✓' " \j ~; ` N N FOR HOOPS AND TYPE 2 AND HISTORICAL 5/8" D. x 2" a VERTICAL BARS POLE BASE DETAIL RIGID PLASTIC GUIDE PIN CONDUIT (� POINT "X" a LLI 41 PARKING STALLS POLE SHAFT CI Ya"toYz" Lu HANDHOLE REINFORCED WITH ASSEMBLED POINT "X„ 3"CLEARANCE ¢ Yz"NC N0.3GAUGERING s^h m SO.NUT FOR WIDE WELD OUTSIDE OF P SECTION GROUND ti Y PLATE �, `�i OF POLE COVER OFF 11 GAUGE o NEC APPROVED v" 11 16" x 12 5 16" .µ" �I\ / / � GROUNDING GALV.HOLD DOWN OiC� ALIGNMENT SLOT I" CONNECTOR ,z�>,•.�, � NUT&WASHER tih tiYti - 8PARKING ST LS :�� NOTE: =; STAMP 2MIN.TO4MAX.� '•': �. �, SLOT AND GUIDE PIN SHALL 3"CLEARANCE THREADS 4 1, �o �• BE POSITIONED ON THE TOP SIDE OF THE POLE AND ARM. I_ _ I 2"MAX GAP T_ BASE WIDTH"X" DO NOT GROUT • ENTRANCE USLIP JOINT MAST BICYCLE RACK " UARM ATTACHMENT GALVANIZED /4" O N AT ELR c-, LEVEL N 202" R. AND WASHER TYPE 1 AND DAVIT POLE Q� ® GENERAL NOTES: BASE DETAIL THICKNESS OF FILLER RING(IF NEEDED)TO 1. MATERIALS AND 4 MATCH DIFFERENCE IN TAPERED TUBE GENERAL NOTES: THICKNESS x 1 1/2"WIDE CONSTRUCTION SHALL 3/3 1/22 ' CONFORM TO AASHTO 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE 'p/C STANDARD SPECIFICATIONS STRENGTH OF 3,000 PSI. PROPOSED BUILDING 0 F 5595 SO FT .135"THK.(10 GAUGE)x 3" FOR STRUCTURAL o 'E" q `Z` z z 2. ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF WIDE BACK-UP RING w T, PARKING=1:500 SUPPORTS FOR HIGHWAY m m CONCRETE FOUNDATION. KAR a 11 PARKING STALLS SIGNS,LUMINAIRES,AND O o 3. HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM G TRAFFIC SIGNALS,5TH 7� NOTES: m - Q "D" DESCRIPTION 1. ALL BUTT WELDS TO BE GROUND EDITION 4. BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD 35 FOOT DAVIT POLE W/ 15'MAST ARM AND TYPE 1 LED LIGHT FLUSH N STANDARD DRAWING I-7-C. AS DESCRIBED IN THE CITY OF MERIDIAN DESIGN STANDARDS. POLE 2. LONGITUDINAL:BUTT WELD BY 2. POLE SHAFT SHALL = 1/4 HEIGHT IS DETERMINED BY OVERALL FIXTURE MOUNTING HEIGHT. THE SUBMERGED ARC PROCESS CONFORM TO ASTM A572 BOLT DIA.+ ' 5. TYPE 1,TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE BASE GRADE 50,55,60,OR 65 COVER TO MATCH POLE FINISH FOUNDATION TYPE'1' PER CITY OF MERIDIAN SUPPLEMENTAL 3. CIRCUMFERENTIAL:BUTT WELD 6. ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC R SPECIFICATIONS BASE DRAWING NO.T2. SEE THIS SHEET FOR DETAILS. 3. PIPE ON EACH SIDE OF A 6'X6" BASEPLATE AND BOLT .a WITH PERMANENT BACK-UP RING m CIRCUMFERENTIAL WELD O.D. PATTERN DETAIL 7. STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION TIE INTO EXISTING SPLICE DETAIL SHALL HAVE THE SAME 8. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC .: IDAHO POWER SUPPLY. OUTSIDE DIAMETER AT THE PUSH PLUG AT BOTH ENDS VERIFY EXACT LOCATION WELD FSEE OR EASEL T2 AND CONNECTION WITH f�~�,� IDAHO POWER COMPANY. EXISTING POLE LIGHT REVISED JUN 2016 REVISED JUL 2018 ,• �'� ' `. CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL SUPPLEMENTAL DETAILS FOR STING REE,TYP. SPECIFICATIONS DAVIT POLE SPECIFICATIONS TO THE IDAHO STANDARDS FOR T4 TO THE IDAHO STANDARDS FOR STREET LIGHT BASE INSTALLATION T2 PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION 128'-0" 6'-0" D(ISTING TREES,GRASS&LANDSCAPED BERM O J Q EXISTING SIDEWALK SERVICE CABINET READING WINDOW, z z E. OVERLAND RD. RE:T5 SCHEDULE 40 PVC, UL 3/16"THICK UV Q RESISTANCE LEXAN it===-_ NI NAMEPLATE 1/ _ w TEST BYPASS / I-T =T I CONTINUOUS 7 FACILITY I i' PIANO HINGE L ELECTRICAL STREET LIGHT PLAN 120/240 V,3-WIRE I NEUTRAL LUG I J u METER SOCKET Q J BY IDAHO POWER MINIMUM ALLOWABLE WIRES IZES AWG` CONTINUOUS I ICI I I �I I > ^ SCALE: 1"=2O'-O" �� TYPE1COBRAHEAD TYPE2-SHOEBOX HISTORICAL PIANO HINGE `11 > L.L III VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) FOR EXTERIOR PADLOCK HASP I J PHOTOCONTROL I o o I F--- - WINDOW 120 a 120 s 120 10 DOOR AND I I I I 20a 8 208 NOT ALLOWED zoa 10 DEAD FRONT TEST SWITCH I LANDING LUGS O NEUTRAL LUG LANDING LUG I I I MOUNTING PANEL 2 FUSED "IN-LINE" TYPE WIRE CONNECTOR 240 10 240 NOT ALLOWED 240 10 PANEL I I 0 r Vn MODEL SEC 1791-SF OR APPROVED EQUAL 277 NOTALLOWED 277 NOT ALLOWED 277 NOT ALLOWED O I PADLOCK HASP UTILITY AREA of 20' 40' 80' 480 NOT ALLOWED 480 NOT ALLOWED 480 NOT ALLOWED t LATCH I LOAD SIDE SCALE IN FEET MAX.RUN LENGTH-2500' 'MAX.RUN LENGTH-1500' 'MAX.RUN LENGTH-1000' METER SOCKET 1 sI MAIN BONDING I LI PULL AREA N AND SUPPORT 'MAX.RUN LENGTHS FROM SERVICE POINT TO FARTHEST STREET LIGHT BEING SERVED BY I JUMPER Q THE SYSTEM SHALL NOT EXCEED SPECIFIED DISTANCE 0I I7-1 n J NEUTRAL BUS W m I ,I I ' I LO GROUND BUS I `^ li LO W TEST BYPASS NEC APPROVED CONNECTOR I ` III yl II FACILITY FOR NEUTRAL WIRE,IF USED 1 I ,+� I' BONDING JUMPER I I L it NEC APPROVED I , GROUND CLAMP VJ PHOTOELECTRIC GROUNDING/BONDING HANDHOLE L- _ LIGHTING CONTROL, CONTROL CONNECTOR 2"" 2"" FINISHED J N L.I 15 A, 120 V 1/2"x 6"P.V.C.CONDUIT GALV.ANCHOR GRADE Q SLEEVE-FILL TOP 2"WITH BOLTS,%"X 18" g INSTALL SILICONE GROUT 10 AWG.MIN.WIRE SIZE I I II C 1J SERVICE FROM FUSE CONNECTOR I I I I II I I II 11 _-_-_- �+ MAIN BREAKER, CABINET I I I I TO FIXTURE -I I I I I I I E -11 I II -111-111-11 100 A,240 V TO FOR TYPE 1 o I I 11 1 II 1 SEE MIN.ALLOWABLE I=1 I I I I I=11 I=11 1=III=111= J-BOX REQUIRED WITHIN 3 FEET WIRE SIZES TABLE AND OF ANY POLE WHEN DISTANCE iv 11 I I II LOAD II HISTORICAL TO CABINET OR FUSED J-BOX IS II 3" CONDUIT N STREET 50FEETORGREATER II U SERVICE TEST 1 CONDUIT LIGHTS GROUNDING w � _ � LIGHTING CIRCUIT7 ELECTRODE I #1,240 V CONDUIT HEIGHT 4" J LIGHTING CIRCUITS, N �7 I�i I INSTALL Ali ��i iIi 1I 'i�i • % ili% ilia SERVICE LOAD Uj 30A,240V-EACH qv� POWER FUSED JUNCTION � • . • �a .�,_. qi�- qi CONDUIT CONDUIT BX N COMPANY J-BOXFOR SERVICE 3' TYPE 2 ` - } LIGHTING CIRCUIT POINT MAX STREET m e FRONT VIEW SIDE VIEW #2,240 V LIGHTS -'•.° GENERAL NOTES N N .e' 1. CONTRACTORS INSTALLING LIGHTING WILL BE REQUIRED TO CONTACT CITY N SERVICE VERIFY SCALES OF MERIDIAN ONLINE STREETLIGHT PERMIT 48 HRS. PRIOR TO SCHEDULE THE .. ENTRANCE THIS BAR IS 1 INCH PRELIMINARY INSPECTION PRIOR TO PLACING CONCRETE OR COVERING _ LIGHTING CIRCUIT GENERAL NOTES: o o ON ORIGINAL DRAWING CONDUITS. IN ADDITION,THE ELECTRICAL CONTRACTOR IS REQUIRED TO #3,240 v 2"MIN.SCH.40 1"MIN.SCH.40 2 GROUNDING CALL 24 HRS. IN ADVANCE TO SCHEDULE A FINAL INSPECTION BY THE CITY N PVC CONDUIT PVC CONDUIT 1. MASTER-KEYED PADLOCKS SHALL BE _ __ ELECTRODE 0 rr SUPPLIED WITH CABINETS,CONTACT OF MERIDIAN AFTER ALL WORK HAS BEEN COMPLETED. ELECTRICAL CONDUIT/WIRING °.•• ' CITY FOR PADLOCK TYPE. � LOCATION CONTRACTOR MUST BE PRESENT AT ALL INSPECTIONS. N FOR THE NEXT IF NOT 1 INCH ON (DOWNSTREAM) ° 2. AN ADDITIONAL GROUNDING i THIS SHEET,ADJUST STREET LIGHT IN 2. FOR DESIGN REFER TO SECTION 6 OF THE MERIDIAN DESIGN STANDARDS. LIGHTING CIRCUIT THE SYSTEM ELECTRODE SHALL BE DRIVEN 6'FROM o o SCALES ALL STREET LIGHTS SHALL BE INSTALLED PER ISPWC AND THE CITY OF GENERAL NOTES: #4,240 V GROUND ROD(Per NEC CABINET AND WIRED TO GROUND BUS. LOAD CONDUIT ACCORDINGLY MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. 1. AUTO TEST SWITCH SHALL BE 15 A, 120 V N Article o dngSP rNECArticle GROUND USE ADDITIONAL ELECTRODE SHALL BE ENTRANCES 2. PHOTOELECTRIC CONTROL UNIT SHALL 30-Service) #10CU MIN. HOUSED IN A JUNCTION BOX. 1'-2" 3. DEVELOPER SHALL NOT CONNECT, OR ALLOW SUBCONTRACTOR TO CONNECT ANY INCLUDE PHOTOCONTROL,A SEPARATOR 3. NO SHRUBS OR TREES SHALL BE IRRIGATION TIMERS, DECORATIVE LIGHTING, ENTRANCE LIGHTING, OR OUTLETS OF CONTACTOR,AND A TEST SWITCH MAIN BONDING PLANTED WITHIN 10'OF CABINET. REVISIONS OTHER ELECTRICAL DEVICES TO ANY STREET LIGHTING CIRCUITS. ANYAND ALL JUMPER NECAPPROVED �..4'.: '.' ' BASE FOR SERVICE CABINET IRRIGATION TIMERS, DECORATIVE LIGHTING, ENTRANCE LIGHTING OUTLETS OR OTHER 3. NEUTRAL LUG AND NEUTRAL BUS SHALL GROUNDING CONNECTOR ELECTRICAL DEVICES SHALL BE CONNECTED DIRECTLY TO IDAHO POWER AT AN IDAHO BE INSULATED FROM THE SERVICE GROUNDING BUS NO. REMARKS POWER APPROVED LOCATION VIAA SEPARATE CONDUIT SYSTEM. EQUIPMENT ENCLOSURE SECURED TO SERVICE 4. THE LANDING LUG SHALL BE SUITABLE NB EQUIPMENT REVISED 2013 1 5-4-22 CITY REVIEW 4. ALL WORK MUST CONFORM TO MERIDIAN CITY STREET LIGHT SPECIFICATIONS FOR MULTIPLE CONDUCTORS GB ENCLOSURE LEGEND CITY OF MERIDIAN STANDARD DRAWING NO. 1 EACH PHASE CONDUCTOR SHALL BE FUSED AT EVERY POLE AND SERVICE JUNCTION BOX BY MEANS OF STREET LIGHTING G HTI N G 5. UNDERGROUND WIRE SHALL BE#6 COPPER,AWG,THWN, 600 VOLT INSULATED 5. 2-POLE BREAKERS SHALL BE GANG SUPPLEMENTAL T5 IN-LINE CONNECTORS.USE ONLY FAST ACTING FUSES RATED 100K RMS AMPS,600 VAC (NO ALUMINUM WIRE) OPERATED GROUNDING SPECIFICATIONS 6. PRESSURE TYPE TERMINALS SHALL BE ELECTRODE ADDITIONAL O2 WHEN A SPLICE IS REQUIRED USE SEC MODEL 0791-0 SPLICE KIT,POLARIS SSB 2/0,OR APPROVED EQUAL TO THE IDAHO STANDARDS FOR SERVICE CABINET SUPPLIED AFTER CONTACTORS (IN CABINET GROUNDING AN 18"MINIMUM SLACK LOOP IS REQUIRED IN ALL JUNCTION BOXES PUBLIC WORKS CONSTRUCTION 6. ABOVE GROUND CONDUIT RUNS ARE NOT ALLOWED IN CITY OF MERIDIAN INSTALLATIONS. ELECTRODE O3 IF DISTANCE FROM POWER COMPANY SERVICE POINT TO SERVICE CABINET IS GREATER THAN 10 FEET,A FOUNDATION) FUSED J-BOX SHALL BE INSTALLED WITHIN 10 FEET OF POWER COMPANY SERVICE POINT.DISTANCE FROM POWER COMPANY SERVICE POINT TO SERVICE CABINET SHALL NOT EXCEED 150 FEET. CHECKED JB/RTK 7. ALL ELECTRICAL CONDUITS SHALL BE SCHEDULE 40, PVC, UL LABELED. 8. A LOCATING WIRE IS REQUIRED IN ALL EMPTY PVC ELECTRICAL CONDUITS. DATE 3-31-22 REVISED2013 REVISED2013 DRAWN AJ/TB 9. FOR SERVICE CABINET INSTALLATION,AN ELECTRICAL PERMIT IS REQUIRED CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. KartChner Becumnoon FROM MERIDIAN CITY BUILDING DEPARTMENT. SUPPLEMENTAL STREET LIGHTING SERVICE SUPPLEMENTAL WIRING REQUIREMENTS FOR JOB NO. 22-14 SPECIFICATIONS SPECIFICATIONS D 10. PHOTOCELLS USED FOR LED FIXTURES HAVE ADESIGN LIFE OF 20 YEARS AND A TOTHE IDAHO STANDARDSFOR WIRING DIAGRAM TO THE STREET LIGHT INSTALLATIONS T6 T3 SHEET NUMBER 10 YEAR MANUFACTURER WARRANTY. IF A FIXTURE IS TO BE CONTROLLED BYA PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION Associates LLC MEP consultants CENTRAL PHOTOCELL IN A METER PEDESTAL INTALL A SHORTING CAP IN THE PHOTOCELL RECEPTACLE. Five E- Phone:1301 S Mile Rd.I Boise ID 83109 208-888.7145 1 \Elec\E-6 POLE LIGHT PLAN.dgn 5/4/2022 1:39:58 PM Ciff IDIAN- APPROVED applica tling o '_Idlesa of tha inf...t_on th p npmreia "d"ai"aa"v aaonb+a .ie. -P. t Dumbo Pe itt Number' TRAS RASH r mF HOOPS RODS .* POLE TYPE X Y D E W STRAIGHT NO. SIZE LIN. FT NO. SIZE LIN. FT O 32 2 3/8" �HORIZONTAL D D TYPE 1 -30' 24" 60" 10Y2" 11" 11Y2" 4 #4 21' 6 #4 36' 9� TYPE 1 -35' 30" 84" 10Y2' 11" 11 Yi" 6 #4 41' 6 #6 39' O 8' R. 0 9" 8" 4 #4 21' 6 #4 27' FUTURE BUILDING TYPE 2 24" 60" 8" HISTORICAL 24" 60" 12" 13" N/A 4 #4 21' 6 #4 27' PARKING=1:W0 (�<a��1 !� SPARKING STALLS iS DAVIT 24 0Y2 72" 1 " 11" 1 11Y2° 5 1 #4 1 31'4" 1 8 #5 44' ANCHOR BOLT SIZES AND LOCATION w a PER MANUFACTURERS SPECIFICATIONS Y), rI GALV. C�l CONDUIT F HEIGHT 4" LEVELIN - NUT z -III- id iA=lli9 qI-III � !II Ipw 1"MAX.GAP, � Q III id DO NOT GROIff 8 PA NG STALLS .�, ARM SHAFT y !, N•9., :ao z SEE SCHEDULE j \ ry FOR HOOPS AND TYPE 2 AND HISTORICAL 5/8" D. x 2" a VERTICAL BARS POLE BASE DETAIL v) RIGID PLASTIC GUIDE PIN CONDUIT (� POINT "XLU " a • 41 PARKING STALLS p Ya toYz REINFORCED WITH POLE SHAFT � Yz"INCO.3 GAUGE is! �NO.3 GAUGE RING 3"CLEARANCE ASSEMBLED POINT "X" m SQ.NUTFOR ' 1-1/2"WIDE WELD TO OUTSIDE SECTION GROUND OF POLE COVER OF 11 GAUGE PLATE NEC APPROVED ^? >' 44 ,.-K:., O� ��I� 1 1/16" x 12 5/16" GROUNDING GALV.HOLD DOWN `c:= ALIGNMENT SLOT CONNECTOR NUT&WASHER c' STAMP \ �s NOTE: 2 MIN.TO4 MAX. 9tkc Y4. 8 PARKING LS ST vJ�cl ` SLOT AND GUIDE PIN SHALL 3"CLEARANCE THREADS u BE POSITIONED ON THE TOP SIDE OF THE POLE AND ARM. 2"MAX GAP T_ ••. ENTRANCE U S L I P JOINT MAST V I BASE WIDTH"X" DO NOT GROUT GALVANIZED N A L BICYCLE RACK UARM ATTACHMENT a� ST v• LEVEL NUT ��9�G�s TER 1, O4 ?' Ya" 5�0 26Y2" R. AND WASHER TYPE 1 AND DAVIT POLE BASE DETAIL Q� ® I& GENERAL NOTES: THICKNESS OF FILLER RING(IF NEEDED)TO 1. MATERIALS AND 4 ,+, J MATCH DIFFERENCE IN TAPERED TUBE GENERAL NOTES: THICKNESS 1 1/2"WIDE CONSTRUCTION SHALL 3/31/22 ` CONFORM TO AASHTO 1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE P� " STANDARD SPECIFICATIONS STRENGTH OF 3,000 PSI. /�,9rF PROPOSED BUILDING z � O F 5.....T .135"THK.(10GAUGE)x3" FOR STRUCTURAL "E" q `Z` WIDE BACK-UP RING w 2. ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF R� T" KAR�O c Q PARKING=1:500 SUPPORTS FOR HIGHWAY m CONCRETE FOUNDATION. e ++"nRKINGSTALLs SIGNS,LUMINAIRES,AND I $ y / G TRAFFIC SIGNALS,5TH 0 3. HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM m 7� NOTES: - "D" N DESCRIPTION 1. ALL BUTT WELDS TO BE GROUND EDITION 4. BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD DAVIT POLE WITH EATON/STREETWORKS USSL-G-A02-E-D-U-T2-MA-BK-4N7-TH FLUSH 2. POLE SHAFT SHALL n STANDARD DRAWING I-7-C. AS DESCRIBED IN THE CITY OF MERIDIAN DESIGN STANDARDS. POLE 2. LONGITUDINAL:BUTT WELD BY CONFORM TO ASTM A572 BOLT DIA.+Y4" 5. TYPE 1,TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE BASE HEIGHT IS DETERMINED BY OVERALL FIXTURE MOUNTING HEIGHT. THE SUBMERGED ARC PROCESS GRADE 50,55,60,OR 65 COVER TO MATCH POLE FINISH .•: FOUNDATION TYPE'1' PER CITY OF MERIDIAN SUPPLEMENTAL 3. CIRCUMFERENTIAL:BUTT WELD 6. ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC 18 SPECIFICATIONS BASE DRAWING NO.T2. SEE THIS SHEET FOR DETAILS. WITH PERMANENT BACK-UP RING 3. PIPE ON EACH SIDE OF A 6'XB" BASEPLATE AND BOLT m 2 II CIRCUMFERENTIAL WELD O.D. PATTERN DETAIL 7. STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION SPLICE DETAIL SHALL HAVE THE SAME 8. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC OUTSIDE DIAMETER AT THE puma-0 ftmm� WELD SEE DETAIL T2 PUSH PLUG AT BOTH ENDS Z FOR BASE EXISTING POLE LIGHT REVISED JUN 2016„.,..•, v s, s �,. ��/� REVISED JUL 2018 CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. SUPPLEMENTAL SUPPLEMENTAL SPECIFICATIONS DAVIT POLE SPECIFICATIONS DETAILS FOR ISTING E,TYP. TO THE IDAHO STANDARDS FOR T4 TO THE IDAHO STANDARDS FOR STREET LIGHT BASE INSTALLATION PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION 128'-0" T2 6'- " 2„C�_ EXTEND 2"CONDUIT FOR O . FUTURE CONNECTION EXISTING TREES,GRASS&LANDSCAPED BERM TO EXISTING IDAHO POWER J SUPPLY.VERIFY EXACT 2 LOCATION AND CONNECTION Q WITH IDAHO POWER COMPANY. Q EXISTING SIDEWAUC rf-GILL I' 2"C SCHEDULE 40 PVC, UL 2 z Q SERVICE CABINET _ E. OVERLAND RD. RE:T5 3/6°THICK UV RESISTANCE LEXAN it NI NAMEPLATE I _ w -_-_ TEST BYPASS / 1-T --1, CONTINUOUS 7 FACILITY PIANO HINGE L ELECTRICAL STREET LIGHT PLAN 120/240 V,3-WI RE I NEUTRAL LUG i u METER SOCKET Q J BY IDAHO POWER MINIMUM ALLOWABLE WIRE SIZES AWG CONTINUOUS I Li i r III I I > ^ rr-20'-0" TYPE1 COBRAHEAD TYPE2-SHOEBOX HISTORICAL PIANO HINGE = SCALE: 1 -20-0 r� IJ PHOTOCONTROL VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) VOLTAGE AWG(MIN) FOR EXTERIOR _ PADLOCK HASP I-- WINDOW no NEUTRAL LUG I I I LANDING LUG a 1zo s 1zo 10 DOOR AND I 1zo TEST SWITCH -- 208 8 208 NOT ALLOWED 208 10 DEAD FRONT I I LANDING LUGS O MOUNTING PANEL 2 FUSED EC LINE" TYPE WIRE CONNECTOR 277 10 240 NOT ALLOWED 277 10 PANEL I I rn MODEL SEC 1791-SF OR APPROVED EQUAL 277 NOT ALLOWED 277 NOT ALLOWED 277 NOT ALLOWED O I PADLOCK HASP UTILITY AREA V Or 20' 40' 80' 480 NOTALLOWED 480 NOT ALLOWED 480 NOT ALLOWED t LATCH I LOAD SIDE *MAX.RUN LENGTH-2500' *MAX.RUN LENGTH-1500' *MAX.RUN LENGTH-1000' SCALE IN FEET METER SOCKET I LI MAIN BONDING I LI PULL AREA � N AND SUPPORT MAX.RUN LENGTHS FROM SERVICE POINT TO FARTHEST STREET LIGHT BEING SERVED BY I JUMPER Q THE SYSTEM SHALL NOT EXCEED SPECIFIED DISTANCE I I J I II NEUTRAL BUS n 0 w mLO ^ Ij GROUND BUS I `^ Ij LO W TEST BYPASS NEC APPROVED CONNECTOR I ` II II I il it FACILITY FOR NEUTRAL WIRE,IF USED 1 I l BONDING JUMPER NECAPPROVED I s GROUND CLAMP i` VJ PHOTOELECTRIC GROUNDING/BONDING HANDHOLE L- _ LIGHTING CONTROL, CONTROL CONNECTOR 2" 2" FINISHED J 15 A,120 V N 1/2"x 6"P.V.C.CONDUIT GALV.ANCHOR GRADE Q SLEEVE-FILL TOP 2"WITH BOLTS,5/"x 18" 3 INSTALL SILICONE GROUT 10 AWG.MIN.WIRE SIZE I I I I II C 1J SERVICE FROM FUSE CONNECTOR - I I I I II I I I I _-_-_- �+ MAIN BREAKER, CABINET I I I I TO FIXTURE -III I I III- -III II -III-III-I I 100 A,240 V TO FOR TYPE 1 b I I I I I II SEE MIN.ALLOWABLE I=1 I I II I=1 I I=1 I I=1 I I=1 11= J-BOX REQUIRED WITHIN 3 FEET WIRE SIZES TABLE AND OF ANY POLE WHEN DISTANCE N I I I I I I LOAD II HISTORICAL TO CABINET OR FUSED J-BOX IS II 3" CONDUIT TEST N STREET 50 FEET OR GREATER II U SERVICE 1 LIGHTS GROUNDING I CONDUIT `J _ ( LIGHTING CIRCUIT W #1,240 V CONDUIT HEIGHT ELECTRODE J •• 7 SERVICE LOAD W LIGHTING CIRCUITS I�I Ili�I-� INSTALL III��li�;i�i it I�ill I - :•°.� •. '. •• � ql� ql JUNCTION P . : r .•, '.,. ql - ql CONDUIT CONDUIT 30 A,240 V-EACH POWER FUSED , N V COMPANY J-BOX FOR BOX SERVICE 3' TYPE2 LIGHTING CIRCUIT POINT MAX STREET FRONT VIEW SIDE VIEW - } #2,240 V LIGHTS - -4 GENERAL NOTES •• " =4. 1. CONTRACTORS INSTALLING LIGHTING WILL BE REQUIRED TO CONTACT CITY SERVICE VERIFY SCALES OF MERIDIAN ONLINE STREETLIGHT PERMIT 48 HRS. PRIOR TO SCHEDULE THE N .. ENTRANCE THIS BAR IS 1 INCH PRELIMINARY INSPECTION PRIOR TO PLACING CONCRETE OR COVERING _ LIGHTING CIRCUIT GENERAL NOTES: o o ON ORIGINAL DRAWING CONDUITS. IN ADDITION,THE ELECTRICAL CONTRACTOR IS REQUIRED TO •• #3,240 V "MII .SCH.4 1"MIN.scH.ao 2 1. MASTER-KEYED PADLOCKS SHALL BE GROUNDING „ CALL 24 HRS. IN ADVANCE TO SCHEDULE A FINAL INSPECTION BY THE CITY PVC CONDUIT ' • SUPPLIED WITH CABINETS,CONTACT _ __ ELECTRODE 0 OF MERIDIAN AFTER ALL WORK HAS BEEN COMPLETED. ELECTRICAL ' o LOCATION CONTRACTOR MUST BE PRESENTATALL INSPECTIONS. FORTHEN NEXT CITY FOR PADLOCK TYPE. N FOR THE NEXT �° �� : ' _ IF NOT 1 INCH ON (DOWNSTREAM) 2. AN ADDITIONAL GROUNDING 7� THIS SHEET,ADJUST STREET LIGHT IN • ' 2. FOR DESIGN REFER TO SECTION 6 OF THE MERIDIAN DESIGN STANDARDS. LIGHTING CIRCUIT THE SYSTEM ELECTRODE SHALL BE DRIVEN 6'FROM o o SCALES ALL STREET LIGHTS SHALL BE INSTALLED PER ISPWC AND THE CITY OF GENERAL NOTES: 1 } #4,240 V GROUND ROD(Per NEC .+ • •`' LOAD CONDUIT ACCORDINGLY MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. •• Article 250-Grounding ;i CABINET AND WIRED TO GROUND BUS. ENTRANCES 1. AUTO TEST SWITCH SHALL BE 15 A,120 V Bonding Per NEC Article GROUND USE % •' ° ADDITIONAL ELECTRODE SHALL BE 3. DEVELOPER SHALL NOT CONNECT, OR ALLOW SUBCONTRACTOR TO CONNECT ANY 2. PHOTOELECTRIC CONTROL UNIT SHALL 30-Service) #locu MIN. HOUSED IN A JUNCTION BOX. 1'-2" IRRIGATION TIMERS, DECORATIVE LIGHTING, ENTRANCE LIGHTING, OR OUTLETS OF INCLUDE PHOTOCONTROL,A SEPARATOR 3. NO SHRUBS OR TREES SHALL BE OTHER ELECTRICAL DEVICES TO ANY STREET LIGHTING CIRCUITS. ANYAND ALL CONTACTOR,AND A TEST SWITCH MAIN BONDING .' PLANTED WITHIN 10'OF CABINET. REVISIONS IRRIGATION TIMERS, DECORATIVE LIGHTING, ENTRANCE LIGHTING OUTLETS OR OTHER JUMPER NEC APPROVED ,.,.. '•'' ' BASE FOR SERVICE CABINET ELECTRICAL DEVICES SHALL BE CONNECTED DIRECTLY TO IDAHO POWER AT AN IDAHO 3. NEUTRAL LUG AND NEUTRAL BUS SHALL GROUNDING POWER APPROVED LOCATION VIAA SEPARATE CONDUIT SYSTEM. BE INSULATED FROM THE SERVICE GROUNDING BUS CONNECTOR NO. REMARKS EQUIPMENT ENCLOSURE SECURED TO SERVICE 4. ALL WORK MUST CONFORM TO MERIDIAN CITY STREET LIGHT SPECIFICATIONS 4. THE LANDING LUG SHALL BE SUITABLE NB FOR MULTIPLE CONDUCTORS GB EQUIPMENT ENCLOSURE LEGEND REVISED 2013 1 5-4-22 CITY REVIEW 5. UNDERGROUND WIRE SHALL BE#6 COPPER,AWG,THWN, 600 VOLT INSULATED CITY OF MERIDIAN STANDARD DRAWING NO. 2 5-18-22 2ND CITY REVIEW (NO ALUMINUM WIRE) 5. 2-POLE BREAKERS SHALL BE GANG 1O EACH PHASE CONDUCTOR SHALL BE FUSED AT EVERY POLE AND SERVICE JUNCTION BOX BY MEANS OF SUPPLEMENTAL STREET LIGHTING IN-LINE CONNECTORS.USE ONLY FAST ACTING FUSES RATED 100K RMS AMPS,600 VAC T 5 OPERATED GROUNDING SPECIFICATIONS 6. ABOVE GROUND CONDUIT RUNS ARE NOT ALLOWED IN CITY OF MERIDIAN INSTALLATIONS. ADDITIONAL O2 WHEN A SPLICE IS REQUIRED USE SEC MODEL 0791-0 SPLICE KIT,POLARIS SSB 2/0,OR APPROVED EQUAL TO THE IDAHO STANDARDS FOR SERVICE CABINET 6. PRESSURE TYPE TERMINALS SHALL BE ELECTRODE SUPPLIED AFTER CONTACTORS (IN CABINET GROUNDING AN 18"MINIMUM SLACK LOOP IS REQUIRED IN ALL JUNCTION BOXES PUBLIC WORKS CONSTRUCTION 7. ALL ELECTRICAL CONDUITS SHALL BE SCHEDULE 40, PVC, UL LABELED. ELECTRODE 0 IF DISTANCE FROM POWER COMPANY SERVICE POINT TO SERVICE CABINET IS GREATER THAN 10 FEET,A FOUNDATION) FUSED J-BOX SHALL BE INSTALLED WITHIN 10 FEET OF POWER COMPANY SERVICE POINT.DISTANCE FROM 8. A LOCATING WIRE IS REQUIRED IN ALL EMPTY PVC ELECTRICAL CONDUITS. POWER COMPANY SERVICE POINT TO SERVICE CABINET SHALL NOT EXCEED 150 FEET. CHECKED JB/RTK 9. FOR SERVICE CABINET INSTALLATION,AN ELECTRICAL PERMIT IS REQUIRED DATE 3-31-22 FROM MERIDIAN CITY BUILDING DEPARTMENT. REVISED2013 REVISED2013 DRAWN AJ/TB 10. PHOTOCELLS USED FOR LED FIXTURES HAVE A DESIGN LIFE OF 20 YEARS AND A CITY OF MERIDIAN STANDARD DRAWING NO. CITY OF MERIDIAN STANDARD DRAWING NO. Hardner Beaumnoon 10 YEAR MANUFACTURER WARRANTY. IF A FIXTURE IS TO BE CONTROLLED BYA SUPPLEMENTAL STREET LIGHTING SERVICE SUPPLEMENTAL WIRING REQUIREMENTS FOR JOB NO. 22-14 CENTRAL PHOTOCELL IN A METER PEDESTAL INTALLA SHORTING CAP IN THE SPECIFICATIONS SPECIFICATIONS HO ELL CEP LE. TO THE IDAHO STANDARDS FOR WIRING DIAGRAM T6 TO THE IDAHO STANDARDS FOR STREET LIGHT INSTALLATIONS T3 PUBLIC WORKS CONSTRUCTION PUBLIC WORKS CONSTRUCTION Associates LLC MEP consultants SHEET NUMBER 211. ALL STREETLIGHTS AND STREETLIGHT AMENITIES ARE TO BE CONSTRUCTED 2 WITHIN THE RIGHT OF WAY. 1301 S Five Mile Rd.I Boise ID 83709 E-6 Phone;208-888.1145 \Elec\E-6 POLE LIGHT PLAN.dgn 5/18/2022 8:02:13 AM C%tC�RJDIA�N- APPROVED l tlin9 cotles 111, ipspecllans le co-cled re IdI ssoof IM1e Infor ation on th o.en pl—TM1e Ipp aove piee:,epwemg eer Date„oe oalmz ue Permit Number p ions. e O VESTIBULE 0 6"0CID o GENERAL NOTES © 22"X10"TG F0 22"X10"TG EF-8 �� 50 CFM mom ° ° O 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL DRAWINGS. O RE: M-5.B&C 6"0 CD-1 ROOM 2. DRAWINGS ARE DIAGRAMMATIC,THEREFORE DETERMINE EXACT LOCATIONS OF SYSTEMS NII O 50 CFM ®O 8"0 CD AND COMPONENTS IN FIELD. 8"0 CD _ 160 CFM 150 CFM 8 O RESTROOM D�Zf RE: M-5.B&C 3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. �I L8"0 CD �, �f f f f f f f 4. ADJUST ALL FAN RPM TO DELIVER CFM VALUES SHOWN AT ELEVATION WHERE 150 CFM a �a INSTALLED. zzz ° 8"0 CD �Q 8"0 CD < 50 CFM � 5. INSULATE PIPING AND DUCTWORK AS REQUIRED BY CODE. MINIMUM R-8 INSULATION ON CONSULT 200 CFM �� 200 CFM � �;m D ALL DUCTWORK IN UNCONDITIONED SPACES. 50 oo ID �J 6. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE.ALL DUCTWORK SHALL 6"0 SA BE INSTALLED AS CLOSE AS POSSIBLE TO WALLAND WITHIN OF BEAMS AND JOISTS. 8"0 SA 8"0 SA 14"X14"SA � 12"X10"SA �✓f f f f f f 10"X10"S EF-3 7. VERIFYAND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY EF- M-5.B&C AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. RE: �a w �U) 8. THE INSTALLATION OF THE MECHANICAL SYSTEM SHALL COMPLY WITH THE 0 �P REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING, FIRE,AND MECHANICAL CODES. o �5D 22 X10 TG o 8 O O io- WAITING ✓' 9. SUPPORT ALL EQUIPMENT, PIPING AND DUCTWORK FROM BLDG STRUCTURE TO PROVIDE Cn STAFF RESTROOM BREAK ROOM ff f f f f f A VIBRATION FREE INSTALLATION. INX10 TG � 1 8"0 CD 22"X10"TG a 150 CFM STORAGE � CO 8"0 CD 10. INTERNAL AIR FLOW DIMENSIONS ARE SHOWN FOR DUCTS. MECHANICAL CONTRACTOR SHALL ci4 8"0 SA 160 CFM INCREASE DUCT SIZE FOR LINER IF APPLICABLE. STAMP 12"X12"SA ' 11. ALL MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS STATED OTHERWISE. < 12. DIFFUSER SIZES SHOWN ARE NECK SIZES, REGISTER AND GRILLE SIZE ARE NOMINAL. 10,10 TORAGE 13. PROVIDE FLEXIBLE CONNECTIONS ON ALL DUCTS CONNECTING TO AIR HANDLING UNITS. X N 22"X10"TG 14. THE INSIDE OF ALL UNLINED DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL �5.11 A l FN CONSULT 8"0 (TYP).G F I 6"0 CD-1 a �° UP BE PAINTED FLAT BLACK. o� ��GISTE{e0U"� 0 CFM 15. PROVIDE HANGERS,CLAMPS, OFFSETS, EXPANSION JOINTS,ANCHORS AND GUIDES AS 00 RESTRoom I 18"X12"SA RECEPTION 22"X10"TG NECESSARY TO PREVENT STRESS ON PIPING. 4 CONSULTEN 22"X10"TG 2 I MED GAS 16. ALL SHEET METAL DUCTWORK SHALL BE IN ACCORDANCE WITH'SMACNA'LVDSC 113/31/22�0 Z RE: M-5.B&C 22"X10"TG 5 ® I 17. SYSTEM TO COMPLY WITH 2O18 INTERNATIONAL ENERGY CONSERVATION CODE. i��gRF of 8"0 CD 22"X10"TG 3 8"0 7 I SEE COMCHECK FOR APPLICABLE DETAILS. T, KAR 150 CFM f f f f f�� O RTU-1 IN 18. CONTRACTOR HAS OPTION TO UTILIZE FLEXIBLE DUCT CONSTRUCTION METHODS THAT ARE IN COMPLIANCE WITH DUCT FREE AREA REQUIREMENTS SHOWN ON PLAN. 00 00 1 ST RAG H VF-1 ffff 6"0 CD _ T zz 0 100 CFM 0 � g��0 CD STORAGE KEYED NOTES 100 CFM 6"0 EA U 22 X10 TG w O 7 DAY PROGRAMMABLE T-STAT W/AUTO CHANGEOVER. MOUNT 4'-0"ABOVE RE:M-5.G U BUSINESS OFFICE FINISHED FLOOR. (TYP) MECHANICAL O SUPPLYAND RETURN AIR DUCTWORK FROM ROOFTOP UNITABOVE.TRANSITION 8"0 CD-1 FROM INLET/OUTLET OF UNIT TO SUPPLYAND RETURN AIR DUCTWORK SIZES SHOWN. 24"X24"RG-1 130 CFM PROVIDE FLEXIBLE CONNECTIONS AT UNIT. SEE SHEET M-3 FOR CONTINUATION. 22"X10"TG 1745 CFM — 30 6"0 EXHAUSTAIR DUCTWORK FROM CABINET FAN TO ROOF PENETRATION. SEE EN10 8"0 „ „ SHEET M-2 FOR CONTINUATION. RE: M-5.C,D 26 X12 0 0 0 CONSULT — 6"0 CD- ® ROUTE 4"DRYER DUCT TO ROOF TOP PENETRATION. 8"0 CD 18"X16" RA 3 RE: M B&C NURSE'S STATION EF-5 50 M 50 COORDINATE ROUTING OF DUCTWORK WITHIN JOIST SPACE. 150 CFM STERILIZATION 6"0 CD 6"0 CD T (� ©STANDARD 10"X4" FLOOR GRILLE TO CRAWL SPACE FOR VENTILATION. SEE DETAIL M-5.K \ II 2 18"X12"SA 75 CFM 75 CFM 70 LOCATION OF INLINE EXHAUST FAN PROVIDE 4"0 DUCTWORK OPEN O ffffff fffffffff ° INTO CRAWLSPACE AND TERMINATE AT ROOF PENETRATION FOR CRAWLSPACE 2Q VENTILATION. CONTROL WITH HUMIDISTAT SET TO OPERATE FAN WHEN CRAWL X-RAY S E C D 6 °o H 0 � 175 CFM � 6"0 EA � EF-4 22"X22"RG-1 RTU-2 5 LAB R M--4 8 VENTILATION FOR EXTERIOR GAS ROOM WILL BE PROVIDED BY EXTERIOR DOOR LOUVERS. z 1 5 �a can fl VENTILATION FREE AREA SHALL NOT HAVE A COMBINED TOTAL OF LESS THAN 72 SQ. IN. Q 1470 CFM 5 3 IN ACCORDANCE WITH NFPA 99. CONTRACTOR TO CONFIRM THIS REQUIREMENTS IS MET. 80CD 12"X10"SA a 8 0 SA �� (0 150 CFM U) ffffff - �, w r� i0 1 x 14"X14"SA 10"X10"SA Q Q. a 8"0 SA `0 �ffff 6"0 EA >Q EF-6 T M-`5.B&C ® tS� 22 X10 TG 22 X10 TG 22 X10 TG re T22"X10� 22"X� 6"0 SA Q 6 0 CD-1 z 50 CFM a a RE:M-5.G Q cn cn 8"0 CD o o ° ° ° ° (TYP) Pj-) El Q PRIVATE 00 100 CFM 8"� �°] (-°� _ °8 �� 8"� MECHANICAL LEGEND a J BATH - - 0 J 0- 22"X10"TG 11, V SYMBOL DESCRIPTION SYMBOL DESCRIPTION LO Q� OFFICE 22"X10"TG 22"X10"TG 22"X10"TG 22"X10" �� BRANCH DUCT ®�CD CEILING DIFFUSER DOCTORS / DUCTWORK(OVERHEAD) RECOVERY 8"0 CD 8"0 CD DUCT TRANSITION / ® RETURN /EXHAUST GRILLE O 8"0 CD 0 8"0 CD o 175 CFM °� 175 CFM 8"0 CD 0 0 175 CFM RE:M-5.F O 200 CFM ' 175 CFM (�'P) BALANCING DAMPER © CARBON DIOXIDE SENSOR J �✓J✓✓✓✓✓f I '✓f✓f✓f✓f✓f✓f✓✓✓✓✓✓✓fff RA/SA RETURN/SUPPLY AIR OE BY ELECTRICAL CONTRACTOR L.L OPS#5 OPS#4 OPS#3 OPS#2 OPS#1 ii EA/OSA EXHAUST/OUTSIDE AIR 0 THERMOSTAT z O - � CD 177 FM - © ffffffffff/ FLEX DUCT (#A'�\F FIRE DAMPER ® SPIRAL DUCT F S FIRE SMOKE DAMPER ALL SYMBOLS SHOWN MAY NOT BE USED ON DRAWING. MAIN FLOOR HVAC PLAN VERIFY THIS BAR IS 1 INCH SCALE: 1/4"= 1'-0" VENTILATION CALCULATIONS ON ORIGINAL DRAWING 0 Crawlspace Ventilation (Section 406 Ventilation of Uninhabited Spaces) IF NOT I INCH ON THIS SHEET,ADJUST SCALES For Mechanical Ventilation: 0.02 f m * 4500 f tZ= 90 cfm ACCORDINGLY REVISIONS NO. REMARKS 1 CITY COMMENT 5/4/22 CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB Kartchner Becumonon I JOB NO. 22-14 / Associates LC • 1 MEP consultants SHEET NUMBER 1301 S Five Mile Rd.I Boise ID 83709 m — 1 Phone:208-888.7145 \M-1_MAIN FLOOR HVAC PLAN.dgn 5/4/2022 8:47:32 AM �8 IDIAN— APPROVED applica tling o ,_,d sa ofthainformation on the app—d pima.m: oved plops,mdUmI spy papa re.ip.,ppona,a p ions. Da`e^'-11 n Pe it Numb.,' V O O O 1 KEYED NOTES IF 11 COORDINATE ROUTING OF CONDENSATE FROM FAN COILS TO MOP SINK IN 4 T o o MECHANICAL ROOM WITH GENERAL AND PLUMBING CONTRACTOR. O2 UNUSED HP-1 lJ O3 NOT USED ® 7 DAY PROGRAMMABLE T-STAT W/AUTO CHANGEOVER. MOUNT 4'-0"ABOVE FINISHED FLOOR. FC-1 1 FC-3 1 STAMP CONFERENCE ROOM 6 A RFO Ceti Q F� Z� 4 FC-2 1 s 3/31/22 � o �iC 9rF OF tigRo T, KAR�C� E]- DN SECOND FLOOR HVAC PLAN SCALE: 1/4"= V-0" O Q Z Q W ry Z 0 J 0 Q U > L _ L0 O O LL 0 z O U w U) VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING UIf IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS 1 CONTRACTOR CHANGES 6-21-22 CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB HardnerF Beaumnnon JOB NO. 22-14 SHEET NUMBER Associates LLC MEP consultants 1301 S Five Mile Rd./Boise ID 83709 M -2 Phone:208-888.7145 \M-2_SECOND FLOOR HVAC PLAN.dgn 6/21/2022 2:01:39 PM C��RJDIA�N- APPROVED l tlin9 cotles 111, ipspecllans le co-cled re IdI ssoof lM1e lnior ation on th o.en pl—TM1e Ipp aove piee:,epwemg eer Date„oe oalmz ue Permit Number p ions. e 0 0 r1E 5 � 5 5 a KEYED NOTES OMOUNT PER MANUFACTURER'S SPECIFICATIONS ON ROOF CURB, COORDINATE ROOFTOP LOCATION WITH GENERAL CONTRACTOR, STRUCTURALAND FINAL ARCHITECTURAL PLANS. HP-1 O2 SET MIN. OSA ON UNIT TO 255 CFM. RE: M-5.1-1 6 O3 SET MIN. OSA ON UNIT TO 130 CFM. PROVIDE FLEXIBLE CONNECTION AT UNIT. SEE SHEET M-1 FOR STAMP 7 ® CONTINUATION. 5 LOCATION OF ROOF PENETRATION FOR EXHAUST FANS BELOW. SEE SHEET M-1 FOR CONTINUATION. g MOUNT ON MIRO PLATFORM OR APPROVED EQUAL. 26"X12" RA — 18"X12"SA OO ROUTE REFRIGERANT SEE R COND FLOOR HVAC PLAN. RE:M REAR TO INTERIOR �Eo sAERFoci,�� JI REUM-4.A g LOCATION OF ROOF PENETRATION FOR DRYER BELOW. SEE SHEET M-1 FOR ¢ �' ® O O CONTINUATION.LI /1 O2 9 LOCATION OF ROOF PENETRATION FOR EXHAUST FANS BELOW. P s 3/31/22 SEE SHEET M-2 FOR CONTINUATION. r o tigRO T. KAR�G� 5 26"X12" RA RTU-2 RE: M-4.A 0 Q 18"X12"SA � Q 9 Z 0 W Q 5 5 � ry 5 0 ■ 0 LO Q J LO z r Q J 0— LL O O U VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING Un HVAC ROOF PLAN IF NOT 1 INCH ON THIS SHEET,ADJUST SCALE: 1/4"= 1'-0" SCALES ACCORDINGLY REVISIONS NO. REMARKS CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB HardnerID Beaumnnon JOB NO. 22-14 SHEET NUMBER Associates LLC b I MEP consultants 1301 S Five Mile Rd./Boise ID 83709 m -3 Phone:208-888.7145 \Mech\M-3_HVAC ROOF PLAN.dgn 3/31/2022 3:11:48 PM �8 IDIAN- APPRDVED applica tling o nspaclions '_Idl sa of Ina inf...tion on the app-pl.-Th. oved plops,mdUms any pnaa re.ia.reppn:.a D.t.:ovwzz n� Pe it Number' V LOAD CALCULATIONS ENERGY COMPLIANCE AIR DEVICE SCHEDULE ROOFTOP UNIT SCHEDULE Air System Sizing Summary for HP-1 0 DESIGNATION CD RG/TG CD-1 RGA SW PLAN CODE RTU-1 RTU-2 Project Name:22-14 DR.MALAN 03/10/2022 COMcheck Software Version 4.1.5.3 �Prepared by:Kartchner Beaucannon Associates 09:42AM TYPE&DUTY DIFFUSER RETURN GRILLE DIFFUSER RETURN GRILLE SUPPLY GRILLE MANUFACTURER CARRIER CARRIER Air System Information Mechanical Compliance Certificate Air System Name ................................................HP-1 Number of zones .......................................................... 1 CEILING TYPE LAY IN GYP/LAY-IN GYP GYP GYP MODEL #48FCEA06 #48FCEA05 Equipment Class .......................................PKG VERT Floor Area.............................................................. 830.0 ft2 O N.C. LEVEL MAX 30 30 30 30 30 NOM. CFM 2000 1600 Air System Type..............................................SZCAV Location..................................................... Boise,Idaho MANUFACTURER TITUS TITUS TITUS TITUS TITUS ESP(IN WC) 0.5 0.5 Project Information MODEL TDC 50F MCD 23RL 30ORS 0 Sizing Calculation Information Z Energy Code: 2018 IECC 1 NOTES 1 1 1 1 1 J Project Title: Dr.Malan 0 MBH 58.5 47.5 Calculation Months....................................Jan to Dec Zone CFM Sizing ....................Peak zone sensible load NOTES: O Sizing Data.......................................... User-Modified Space CFM Sizing ............Individual peak space loads Location: Meridian, Idaho () Climate Zone: 5b 1. CONTRACTOR HAS OPTION TO PROVIDE EQUIVALENT Project Type: New Construction ALTERNATE. SUBMIT TO ENGINEER FOR APPROVAL. V STAGE 1 1 Central Cooling Coil Sizing Data 0_ Total coil load .........................................................1.6 Tons Load occurs at .................................................. Jul 1600 Construction Site: Owner/Agent: Designer/Contractor: (Qj INPUT Total coil load .......................................................18.8 MBH OA DB/WB................................................... 98.1/62.7 IF 1554 labrador way McCarter-Moorhouse Tyler Beaucannon 90 90 Sensible coil load .................................................18.8 MBH Entering DB/WB........................................... 80.4/63.0 IF meridian, ID ID Kartchner Beaucannon Associates Z MBH Coil CFM at Jul 1600.............................................862 CFM Leaving DB/WB ........................................... 58.0/55.3 IF 1301 S. Five Mile Rd. Max block CFM .....................................................862 CFM Coil ADP .................................................................. 55.5 IF Additional Efficiency Package(s) Boise, ID 83709 Q8-7145 OUTPUT 73 Sum of peak zone CFM.........................................862 CFM Bypass Factor........................................................ 0.100 HEAT PUMP SCHEDULE LU MBH 73 tbeaucannon@kbamep.com heat ratio.............................................. 1.000 Resulting RH .............................................................. 45 / tbeaucannon@kbamep.com = CFM/Ton ............................................................ 551.4 Design supply temp. ................................................ 58.0 IF DESIGNATION HP-1 MCA 38 34 ft2/Ton................................................................. 531.0 Zone T-stat Check .................................................0 of 1 OK BTU/(hr•ft2) ........................................................... 22.6 Max zone temperature deviation ................................ 2.1 OF Credits: 1.0 Required 1.0 Proposed LOCATION SERVED SECOND FLOOR MOCP 60 50 Water flow @ 10.0 OF rise......................................N/A Reduced Lighting Power,1.0 credit COOLING CAPACITY NOM. (MBH) 34.1 VOLTAGE/PHASE 230/1 230/1 Mechanical Systems List HEATING CAPACITY NOM. (MBH) 28.6 WEIGHT(LB) 600 590 Quantity System Type&Description Central Heating Coil Sizing Data 1 HVAC System 1 Sin MIN EAT°F DB HEATING 5 Z LENGTH 74.5 74.5 y (Single Zone): MAX EAT°F DB COOLING 95 Heating:1 each-Central Furnace,Gas,Capacity=90 kBtu/h LU WIDTH 44.0 44.0 Max coil load ........................................................18.9 MBH Load occurs at ................................................... Des Htg Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et or 80%AFUE EER --- N Coil CFM at Des Htg .............................................862 CFM BTU/(hr•ft2) .............................................................. 22.7 Cooling:1 each-Single Package DX Unit,Capacity=58 kBtu/h,Air-Cooled Condenser,Unknown Economizer c/) HEIGHT 33.5 33.5 Max coil CFM ........................................................862 CFM Ent.DB/Lvg DB............................................ 61.6/84.1 IF Proposed Efficiency=14.00 SEER,Required Efficiency: 14.00 SEER STAMP IEER --- SEER RATING 14 14 Water flow @ 20.0 OF drop ....................................N/A Fan System: None SEER 22.0 SEE NOTES: 1,2,3,4,5 1,2,3,4,5 1 HVAC System 1 copy 1 (Single Zone): MCA/MOCP 16.6/25 Heating:1 each-Central Furnace,Gas,Capacity=90 kBtu/h VOLTS/PHASE 230/1 NOTES: Supply Fan Sizing Data Proposed Efficiency=80.00%Et,Required Efficiency: 80.00%Et or 80%AFUE Cooling:1 each-Single Package DX Unit,Capacity=48 kBtu/h,Air-Cooled Condenser,Unknown Economizer DIMENSIONS LxWxH (IN) 15.5x37.5x33 1. UNIT PROVIDED WITH FACTORY MOUNTED CONVENIENCE OUTLET. Proposed Efficiency=14.00 SEER,Required Efficiency: 14.00 SEER S�ONALActual max F MANUFACTURER LG Standard CFM.. P P Fan System: None 2 ...2.................................................776 CFM Fan motor W W.......................................................... 0.00 OtKF.��OtSTERF�C''/fit`` . ROOFTOP UNIT MOUNTED ON MANUFACTURER RECOMMENDED CURB. Actual max CFM/ft2...............................................1.04 CFM/ft2 Fan static................................................................. 0.00 in wg MODEL LMU300HHV 1 HVAC System 4(Single Zone): Q 3. CONTRACTOR MAY PROVIDE APPROVED EQUAL. SUBMIT ALTERNATE Split System Heat Pump WEIGHT(LBS) 137 TO ENGINEER FOR APPROVAL. Heating Mode:Capacity=21 kBtu/h, Outdoor Ventilation Air Data Proposed Efficiency=8.20 HSPF,Required Efficiency=8.20 HSPF NOTES --- 4. PROVIDE AIR SIDE ECONOMIZER Design airflow CFM ...............................................100 CFM CFM/person............................................................. 9.98 CFM/person Cooling Mode:Capacity=36 kBtu/h, s 3/31/22 CFM/ft2.................................................................0.12 CFM/ft2 Proposed Efficiency=22.00 SEER,Required Efficiency: 14.00 SEER T o NOTES: 5. PROVIDE WITH STARTER/DISCONNECT Fan system: None ��'9rF of P�� 1. CONTRACTOR MAY PROVIDE EQUIVALENT ALTERNATE. SUBMIT TO ENGINEER Air System Sizing Summary for RTU-1 1 Water Heater 1: tigRo T. KAR�O� FOR APPROVAL. Project Name:22-14 DR.MALAN 03/10/2022 Gas Instantaneous Water Heater,Capacity:0 gallons,Input Rating:193 kBtu/h w/Circulation Pump �Prepared by:Kartchner Beaucannon Associates 09:45AM No minimum efficiency requirement applies Air System Information Air System Name ............................................. RTU-1 Number of zones .......................................................... 1 FAN COIL UNIT SCHEDULE Equipment Class ...................................... PKG ROOF Floor Area........................................................... 2499.0 ft2 Mechanical Compliance Statement Air System Type..............................................SZCAV Location..................................................... Boise,Idaho Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, DESIGNATION FC-1 FC-2&FC-3 specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory LOCATION SERVED BUILDING 2 BUILDING 2 Sizing Calculation Information requirements listed in the Inspection Checklist. COOLING CAPACITY(MBH) 9.0 12.0 Calculation Months....................................Jan to Dec Zone CFM Sizing ....................Peak zone sensible load HEATING CAPACITY(MBH) 10.8 13.8 Sizing Data.......................................... User-Modified Space CFM Sizing ............Individual peak space loads MIN EAT°F DB HEATING 59 59 Project Title: Dr. Malan Report date:03/31/22 MAX EAT°F DB COOLING 76 76 Central Cooling Coil Sizing Data Data filename: H:\Google Drive\2022\22-14 Dr. Malan\C Ch ck.c Page 1 of 13 AIR FLOW(CFM) 300 335 RICHARD T. KARTCHNER P.E. 3/31/22 Total coil load .........................................................4.1 Tons Load occurs at .................................................. Jul 1600 Name-Title Signature Date VOLTS/PHASE --- --- Total coil load .......................................................49.8 MBH CA DB/WB................................................... 98.1/62.7 IF MCA --- --- Sensible coil load .................................................49.8 MBH Entering DB/WB........................................... 83.6/62.9 OF Coil CFM at Jul 1600...........................................2000 CFM Leaving DB/WB ........................................... 58.0/53.9 OF REFRIGERANT R410A R410A Max block CFM ...................................................2000 CFM Coil ADP .................................................................. 55.2 OF Sum of peak zone CFM.......................................2000 CFM Bypass Factor........................................................ 0.100 DIMENSIONS(LXWXH)(IN) 22.5 X 22.5 X 9 22.5 X 22.5 X 9 Sensible heat ratio.............................................. 1.000 Resulting RH .............................................................. 37 i CFM/Ton ............................................................482.2 Design supply temp. ................................................ 58.0 IF MANUFACTURER LG ELECTRONICS LG ELECTRONICS ft2/Ton................................................................. 602.5 Zone T-stat Check .................................................0 of 1 OK MODEL LCN098HV4 LCN 128HV4 BTU/(hr•ft2) ........................................................... 19.9 Max zone temperature deviation ................................ 5.5 OF O Water flow @ 10.0 OF rise......................................N/A WEIGHT(LBS) --- --- Q NOTES --- --- 0 NOTES: Central Heating Coil Sizing Data Z 1. INSTALL PER MANUFACTURER'S SPECIFICATIONS. Q Max coil load ........................................................36.7 MBH Load occurs at ................................................... Des Htg 2. CONTRACTOR MAY PROVIDE EQUIVALENT ALTERNATE. SUBMIT TO ENGINEER Coil CFM at Des Htg ...........................................2000 CFM BTU/(hr•ft2) .............................................................. 14.7 FOR APPROVAL. Max coil CFM ......................................................2000 CFM Ent.DB/Lvg DB............................................ 61.2/80.0 OF Water flow @ 20.0 OF drop ....................................N/A LU G Supply Fan Sizing Data � Q Actual max CFM..................................................2000 CFM Fan motor BHP ........................................................ 0.00 BHP ni�/ Standard CFM..................................................... 1801 CFM Fan motor kW.......................................................... 0.00 kW I1' Actual max CFM/ft2...............................................0.80 CFM/ft2 Fan static................................................................. 0.00 in wg 0 V J EXHAUST FAN SCHEDULE o w DESIGNATION EF-1 &EF-6 THRU 8 EF-4&5 EF-9 VF-1 Outdoor Ventilation Air Data Design airflow CFM ...............................................255 CFM CFM/person........................................................... 12.14 CFM/person J TYPE CABINET CABINET CABINET IN-LINE CFM/ft2.................................................................0.10 CFM/ft2 Q D J 0 AREA SERVED RESTROOM/MECH. LAB SECOND FLOOR CRAWLSPACE Air System Sizing Summary for RTU-2 LJJ RESTROOM Y g Y L Project Name:22-14 DR.MALAN 03I10I2022LID AIR FLOW(CFM) 70 110 70 100 Prepared by:Kartchner Beaucannon Associates 09:49AM E.S.P. IN.W.G. 0.1 0.1 0.25 0.1 Air System Information ( ) �/) Air System Name ............................................. RTU-2 Number of zones .......................................................... 1 V MOTOR SIZE 35 W 47.3 37 W 32.4 W Equipment Class ...................................... PKG ROOF Floor Area............................................................ 1134.0 ft2 J Air System Type..............................................SZCAV Location..................................................... Boise,Idaho FAN SPEED (RPM) 750 --- 700 --- Q DRIVE DIRECT DIRECT DIRECT DIRECT V VOLTS/PHASE/HZ 120/1/60 120/1/60 120/1/60 120/1/60 Sizing Calculation Information MANUFACTURER BROAN BROAN NUTONE SOLER AND PALAU Calculation Months....................................Jan to Dec Zone CFM Sizing ....................Peak zone sensible load Z MODEL RB80 A110 9093WH TD-100 Sizing Data.......................................... User-Modified Space CFM Sizing ............Individual peak space loads Q WEIGHT --- --- 18.6 3 ROOF OPENING --- Central Cooling Coil Sizing Data U NOTES 1,2,3,4 1,3 11,25 1,3 Total coil load .........................................................3.1 Tons Load occurs at .................................................Sep 1500 Lli Total coil load .......................................................37.7 MBH CA DB/WB................................................... 93.0/60.0 IF NOTES: Sensible coil load .................................................37.7 MBH Entering DB/WB........................................... 82.2/62.5 OF Coil CFM at Sep 1500 .........................................1600 CFM Leaving DB/WB ........................................... 58.0/53.9 OF 1. PROVIDE GRAVITY BACKDRAFT DAMPER Max block CFM ...................................................1600 CFM Coil ADP .................................................................. 55.3 OF Sum of peak zone CFM.......................................1600 CFM Bypass Factor........................................................ 0.100 2. EXHAUST FANS TO BE SWITCH WITH LIGHTING. BREAKROOM Sensible heat ratio.............................................. 1.000 Resulting RH .............................................................. 37 i FAN TO BE SWITCHED INDEPENDENTLY. CFM/Ton ............................................................ .8 Design supply temp. ................................................ OF 361 of 1 ft2/Ton................................................................. 361.3 Zone T-stat Check .................................................0 of 1 OK BTU/(hr•ft2) ........................................................... 33.2 Max zone temperature deviation ................................ 5.3 OF VERIFY SCALES 3. CONTRACTOR HAS OPTION TO SUBMIT EQUIVALENT ALTERNATE. Water flow @ 10.0 IF rise......................................N/A SUBMIT TO ENGINEER FOR APPROVAL THIS BAR IS 1 INCH ON ORIGINAL DRAWING 4. PROVIDE EF-4 SERVING MECH. ROOM WITH RATE OF RISE Project Title: Dr. Malan Report date: 03/31/22 rr T STAT SET FOR 80oF. Central Heating Coil Sizing Data Data filename: H:\Google Drive\2022\22-14 Dr. Malan\ComCheck.cck Page 2 of 13 0 5. EXHAUST FAN EQUIPPED WITH 1.5KW ELECTRIC HEATER. IF NOT 1 INCH ON Max coil load ........................................................17.5 MBH Load occurs at ................................................... Des Htg THIS SHEET,ADJUST Coil CFM at Des Htg ...........................................1600 CFM BTU/(hr•ft2) .............................................................. 15.4 SCALES Max coil CFM ......................................................1600 CFM Ent.DB/Lvg DB............................................ 64.6/75.8 OF ACCORDINGLY Water flow @ 20.0 IF drop ....................................N/A Supply Fan Sizing Data REVISIONS Actual max CFM..................................................1600 CFM Fan motor BHP ........................................................ 0.00 BHP NO. REMARKS Standard CFM..................................................... 1441 CFM Fan motor kW.......................................................... 0.00 kW CONTRACTOR CHANGES Actual max CFM/ft2...............................................1.41 CFM/ft2 Fan static................................................................. 0.00 in wg 1 6-21-22 Outdoor Ventilation Air Data Design airflow CFM ...............................................128 CFM CFM/person........................................................... 10.67 CFM/person CFM/ft2.................................................................0.11 CFM/ft2 CHECKED JB/RTK DATE 3-31-22 DRAWN AJ/TB Hardner Beaucannon JOB NO. 22-14 Associates LC MEP consultants SHEET NUMBER 1301 S Five Mile Rd./Boise ID 83709 M -4 Phone:208-888.7145 \M-4_MECHANICAL SCHEDULES.dgn 6/21/2022 1:55:33 PM �8 IDIAN— APPRDVED applica tling o '_Idlesa of Ina information on the app—pl.—Th. oved plops,mdUmI any pnaa re.ia.reppn:.a D.t.:ovwzz n Pe it Numbs,' V O 120V-10-60HZ O O CIRCUIT BREAKER OR FUSED O DISCONNECT INSTALL MIN. OF 6" FLEX ROOFTOP UNIT(TYP) CONNECTION AT RTU. DROP THROUGH ROOF AND STRUCTURE AS REQUIRED. COORDINATE ROOF PENETRATIONS O WITH GENERAL CONTRACTOR. TYPICAL LOW PROFILE- ROOF CURB PROVIDED WITH RTU. ROOF JACK SIZED FOR FLASH AND COUNTER FLASH AROUND CFM SHOWN ON M-1. ROOM— ROUTE CONDENSATE FROM ROOF ROOF CURB AT ROOF. COORDINATE WITH LIGHT LIGHT TOP UNIT TO NEAREST DRAIN GENERAL CONTRACTOR. SWITCH O BY PLUMBING CONTRACTOR. SEE PLUMBING PLANS. ROOF FLASHING BY G.C. EXHAUST FAN DUCT FLEX. CONN. (TYP.) / \ (ATTACH TO STRUCTURE) ROOF STRUCTURE COORDINATE iM7 1 WITH ARCH/STRUC. PLANS SUPPLY = BY ELECTRICAL i i i i AIR � i � RETURN AIR CONTRACTOR. TRANSITION FROM OUTLET OF RTU AS REQUIRED 1/4"GALV.WIRE STAMP MESH OVER OPENING SEE MECHANICAL PLANS FOR CONTINUATION DUCT FROM EXHAUST FAN C) BELOW ROOF. RE: M-1. GRILLE ONAL FN ROOFTOP UNIT DETAIL EXHAUST/OSAAIR OUTLET DETAIL B EXHAUST FAN DETAIL EXHAUST FAN CONTROL SCALE: NONE A SCALE: NONE SCALE: NONE O SCALE: NONE O 4 J, 3/31/22 4" DIA. HOLE THRU WALL OR SOFFIT %�9rF of SEAL WEATHER TIGHT tigRo Ta KAR�C� O gti�OM�� SUPPORT ON WALL ELECTRICAL/REFRIGERANT LINE TO FAN SET BUNDLE COIL(TYP) (TYP OF 2,3, OR 4 PORT CONDENSATE DRAIN LINE. DROP IN WALL SYSTEMS, 3 PORT SHOWN) TO TURN DOWN ELL 6"ABOVE GRADE IN 0 LANDSCAPE AREA OR UNDER WALK TO = #10 X 3/4"SELF TAPPING DAYLIGHT AT CURB FACE IF AT WALKWAY. CADMIUM PLATED SHEET METAL SCREWS TO ANCHOR STRAPS COMBINE (2)UNITS TOGETHER WHEN — TO DUCTAND JOISTS. POSSIBLE. ALL STRAPS TO BE TIGHT WRAP ALL BRANCH DUCTS ZQ AGAINST DUCT AND SUPPORT AND COVER CONNECTIONS Q MEMBERS. (TYR) WITH DUCT WRAP. \` WIRE HANGER TO STRUCTURE SMOOTH RADIUS FLEXIBLE DUCT SECURE SPIN-IN FITTING UL 181 LABELED INSULATED FLEX DUCT � HANGER STRAPS SHEET METAL NO SAGS OR SHARP 90 TURNS TO TRANSFER GRILLE. PROVIDE SHEET W WITH EXTRACTOR CONE ALLOWED METAL TRANSITION TO FLEX CONNECTOR AS NO POP RIVETS ALLOWED OUTDOOR 5'-0 INTERSTITIAL SPACE REQUIRED. REMOVE ANY KINKS IN FLEX SYSTEM. � HEAT PUMP STAINLESS STEEL LIMIT RUN TO 5-0 TO LONG.TAT DIFFUSER CONNECTION. BALANCE DAMPER WITH SCREW DRIVER SEE HVAC PLAN Q ZLOCKING QUADRANT OPERATED BAND (TYR) FOR DUCT SIZE. 2"x24"GA STRAP.---,-,,,. ry CEILING /� � ■ O i ROUND TO RECTANGULAR i OR SQUARE ADAPTER U) ROUND RIGID PROVIDE 3/4" HAT OFFICE HALLWAY 4"CONCRETE BASE J J DUCT CHANNELS. BOTH OR PLATFORM. SEE PLANS � FASTEN RIGID DUCT TO 12"WIDE 24 GA DIFFUSER SUPPORT LO SPIN-IN FITTING WITH R LO SHIELD SEE HVAC PLA W SHEET METAL SCREWS DIFFUSER CEILING FOR GRILLE SIZE 0 TRANSFER AIR DETAIL HEAT PUMP REFRIGERATION ISO OHDIFFUSER CONNECTION DETAILO SCALE: NONE G SCALE: NONE Q SCALE: NONE U z CIRCUIT 120V-10-60HZ BREAKER OR FUSED DISCONNECT U Cw G WALL SWITCH WITH 30 MIN.TIMER ROOM O VERIFY SCALES LIGHT CONDITIONED FLOOR GRILLE E O THIS BAR IS 1 INCH SPACE E ON ORIGINAL DRAWING / \ SUBFLOOR 0 APPROX. 6"—\ IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY O BY ELECTRICAL CONTRACTOR W TRANSITION TO DUCT STRAP�� GRILLAS REQUIRED. REVISIONS NO. REMARKS ELECTRIC INSIDE DUCT DIMENSION TO BE DUCTBOARD OR HEATER THE SAME SIZE AS FLOOR ° LINED SHEET WITH FAN GRILLE-SEE PLANS FOR SIZE. METAL 3XW EXHAUST FAN CRAWLSPACE TURNINGJ CHECKED JB/RTK VANES DATE 3-31-22 1113 EXHAUST FAN WITH CRAWLSPACE VENTILATION DRAWN 22-14 HEATER CONTROL SOUND BOOT DETAIL Harduer � Beaumno0fl JOB N O. 2-14 SCALE:NONE SCALE: NONE Associates LLC FMEP consultants SHEET NUMBER 1301 S Five Mile Rd.I Boise ID 83709 M -5 Phone:208-888.7145 \M-5_MECHANICAL DETAILS.dgn 3/31/2022 3:33:05 PM ��RJDIA�N_ APPROVED l tlin9 otles 111, ipspecllans le co-cled re IdI ssoof IM1e Infor ation on th pl Ippo.e oven z TM1e a piee:,epwemg eer Date„oe oalmz ue Permit Number p ions. e 6 / o 2 I 3 4 GENERAL NOTES �° 1 I O 1. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE O I° TO ALL DRAWINGS. VESTIBULE �I /-4"W--1 -llwco LOCKER/CHANGING i-, I 2. DRAWINGSARE DIAGRAMMATIC,THEREFORE DETERMINE EXACT O 3"vv I ROOM / I LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. / 3. COORDINATE WORK OF THIS SECTION WITH THAT OF OTHER SECTIONS. DSN-1 (3 ) I CONSULT 2 V �-------� 1 WC-1 — — �� I SK-3 ----- I--- �73"WCO 4. PROVIDE HANGERS CLAMPS, OFFSETS, EXPANSION JOINTS,ANCHORS AND GUIDES AS NECESSARY TO PREVENT STRESS ON PIPING. M I ° 5. ALL WORK SHALL COMPLY WITH THE 2017 IDAHO STATE PLUMBING CODE. [21-V "I I ' I ° ! 2"W I LL-11 WB_1 I I 6. COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR I I PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2"CLEARANCE FROM THE N • 4 I - 2"�/-r-- 2"VTR EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. 2 I I I o 7. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM.THE CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED BREAK ROOM ' U_ O SIZES.THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO WAITING 3"W I ADDITIONAL EXPENSE TO THE PROJECT. T I00 8. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING � 1 ih bo FIXTURE CONNECTION SIZE REQUIREMENTS. - - WC-1 w / CnDF-1 I a 9. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM 27 _j I wa THROUGHOUT THE DURATION OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE UTILIZED. 3"W- — — — — — — — — — — — — — — — — — — — — — — — 3"W — — — — > — 3"FCO STAFF RESTROOM I UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL CONSULT I I/ N I U) OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING SLOPE @ 1/4"/FT �� T I THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURN-OVER TO THE OWNER. - I STORAGE N 19 10. ALL BELOW GRADE SANITARY LINES SHALL BE A MINIMUM OF 2". STAMP � iv I I r LL-11 2"W I 11. INSTALL SANITARY PIPING 3"OR SMALLER ATA SLOPE OF 1/4"PER FOOT AND C ° STORAGE I SANITARY PIPING LARGER THAN 3"AT A SLOPE OF 1/8" PER FOOT. I I I I I 12. ALL ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. 18 DSN-1 3" 13. INVERT ELEVATIONS WHEN SHOWN ON WASTE AND VENT PLANS ARE FOR S\ONAL F ______________ _____t STORAG ESTIMATION PURPOSES ONLY. CONTRACTOR SHALL COORDINATE ALL FINAL S N 2 VTR I 2'V r UP I INVERTS IN FIELD. Q�o��C��sTeRFociy6` 14. CONTRACTOR WHEN APPLICABLE SHALL PATCH/REPAIRALL SAW CUTS REQUIRED I RECEPTION I FDA Q 15. NSULATEALLTO MATCH IPIPNNG PER 2018 NNTERNATS. DINATE IO AL NOERGYVCODEITH ENERAL CONTRACTOR. _> s 3/31/22 LL .I. O 16. DOMESTIC HOT WATER PIPING SHALL NOT EXCEED A LENGTH OF 2'-0" FROM HOT WATER T o 00 RESTROOM I RECIRC LOOP TO PUBLIC LAVATORY.ALL OTHER FIXTURES THAT REQUIRE HOT WATER Pik,9;1 I w SHALL NOT EXCEED A DISTANCE OF 21'-0" FROM HOT WATER RECIRC LOOP. yq o F @ I CONSULT I I WC-1 I I 2 R� T. KAR�G w LL-1 i BUSINESS OFFICE 0 5 KEYED NOTES t---- " - " U) I I 2 2 V I I I 2 GE 10 ROUGH-IN 3"WASTE AND 2"VENT FOR WATER CLOSET AT THIS LOCATION. STORAGE I O ROUGH-IN 2 WASTE AND 1 1/2 VENT FOR LAVATORY/SINK AT THIS LOCATION. ° I /- — 3"W- — — — 3"W — ? I I 03 ROUGH-IN 3"WASTE AND 2"VENT FOR SERVICE/MOP SINK AT THIS LOCATION. ROUGH-IN 3"WASTE AND 2"VENT FOR WASHER BOXAT THIS LOCATION. 8 O5 RISE UP WITH VENT THROUGH ROOF AT THIS LOCATION. SEE DETAIL P-6.A V n I I © CONTRACT LIMIT 5'-0"OUTSIDE BUILDING. COORDINATE SITE CONNECTION WITH GENERAL CONTRACTOR. (� 13 _ _ I I 07 LOCATION OF 2-WAY CLEAN OUT TO GRADE. SEE DETAIL P-6.0 IU __ / ® PROVIDE WALL CLEAN OUT AT THIS APPROXIMATE LOCATION. COORDINATE LOCATION WITH GENERAL 0 I O �°_° — 2„W- ° ° Cf) I CONTRACTOR. SEE DETAIL P-6.B CONSULT j > U_ I I 09 NOT USED co I ICAL o0 N _ r I 10 INDIRECT DRAIN FROM WATER HEATER INTO MOP SINK. SEE DETAIL P-6.G. SK-2 SK-2 STERILIZATION LAB 11 16 � I I O X-RAY I WH-1 I 11 NDIRECT WASTE FROM MODEL TRIMMER TO TRAP ARM OF ADJACENT I 2 NURSE'S STATION a I SINK. INSTALL 3/4"TEE AT TRAP ARM OF SINK PRIOR TO P-TRAP ASSEMBLY 0 O I FOR MODEL TRIMMER CONNECTION. REFERENCE DENTAL EQUIPMENT DETAIL SHEETS. I---- ---- 2"V ------1------------ 1 1/2"V --------------- 10 I I SEDA/SED.2 Q SK-2 �J I 2"V SS 1 I I 12 ROUGH-IN PLUMBING ON WARM SIDE OF INSULATION AT EXTERIOR WALL. Q i ! I 13 INDIRECT WASTE FROM ULTRA SONIC CLEANER TO TRAP ARM OF ADJACENT Z Z SINK. INSTALL 3/4 TEE AT TRAP ARM OF SINK PRIOR TO P-TRAP ASSEMBLY Q 6 FOR ULTRASONIC CONNECTION. REFERENCE DENTAL EQUIPMENT DETAIL SHEETS. N N 3"W I I SEDA/SED.2 Q z N I - - I I 4 COTG 14 NOT USED J W Q l ` I 15 ROUGH-IN 2"WASTE AND 1 1/2"VENT FOR DRINKING FOUNTAIN AT THIS LOCATION. J I , - - - - -4"W- - - - - - - - i - - - - - - - - - - - - - - - - - -4"W- - - - -^ - - - - - - - - - - - - - - - - - - I - 4"W- - -� - 12 f r I r r r r 16 CONTRACTOR SHALL INSTALL PLASTER TRAP AND CONNECTION HOSE SUPPLIED BY DENTAL EQUIPMENT SUPPLIER. Q 1 - - -------- 2 V --------, i I SLOPE @ 1/8/FT I I COORDINATE CONNECTION REQUIREMENTS WITH EQUIPMENT SUPPLIED. Q — — — — 3"W — — — , I — —/ I I I I I I 2621 I / DRAIN ROUGH-IN MUST BE 21"ABOVE FINISHED GRADE. z 17 3"WASTE FROM WATER CLOSET ABOVE. SEE SHEET P-2 FOR CONTINUATON. W WC-1 I 2 CV I CV CV CV N CV O N Q I N 4"WCO 2 2 2 i I 18 2"WASTE FROM SINK/LAVABOVE. SEE SHEET P-2 FOR CONTINUATION. ■ 0 PRIVATE 5 I `'� 19 DROP DOWN IN WALL WITH 2"WASTE TO BELOW GRADE. 0 I I BATH v v I �� o �� ° °, �� o �� I o o �� Z 0 --------- ff2' - --------- �2" ----- 2 V- --------- - ----- 2 V ------------ - - ---- 2 ------------- - - ----- --- ----1 1/2 V-- �0 ROUGH-IN 2 WASTE AND 1 1/2 VENT FOR FLOOR DRAIN. SEE DETAIL P-6.E m ----I _ 2"VTR I Q Q 12 I L 1 g 21 3"PRIMARY ROOF DRAIN FROM ABOVE. DROP DOWN IN WALL FUR OUT Q 2 I SK-1 SK-1 SK-1 SK-1 I SK-1 TO CRAWLSPACE. SEE SHEET P-8 FOR CONTINUATION. COORDINATE WORK WITH GENERAL CONTRACTOR. _j Iii it M 22 FINISHED GRADENDARY .CCOORIN DI ATE MOUNT MOUNTING HEIGHT WITH GEVE. DAYLIGHT AT NERAL CONTZZLE RACBOVE LO TOR. LO Cn 0 I SEE DETAIL P-7.E r Q Q Q 0 0 Q 23 3"PRIMARY DRAIN FROM ABOVE. ROUTE IN CEILING SPACE TO DROP SHOWN DROP DOWN INTO CRAWL SPACE. SEE SHEET P-8 FOR CONTINUATION. COORDINATE WALL FUR OUT WITH GENERAL CONTRACTOR. DOCTOR'S OFFICE 24 3"SECONDARY DRAIN FROM ABOVE. ROUTE IN CEILING SPACE TO DROP SHOWN. 0 ° ° ° ° ° I DAYLIGHT DRAIN WITH DOWNSPOUT NOZZLE 18"ABOVE FINISHED GRADE. COORDINATE MOUNTING LOCATION WITH GENERAL CONTRACTOR. SEE DETAIL P-7.E O 25 NOT USED i L 1 1 OPS#5 OPS#4 OPS#3 OPS#2 OPS#1 26 PRIMARY ROOF DRAIN FROM ABOVE. SEE SHEET P-2 FOR CONTINAUTION. z /r 1 27 LOCATION OF FLOOR CLEAN-OUT. SEE DETIAL P-6.D - 22 28 LOCATION OF VACUUM PUMP EQUIPMENT PROVIDED BY DENTAL EQUIPMENT CONTRACTOR. 29 DSN-1 3" LOCATION OF AIR COMPRESSOR PROVIDED BY DENTAL EQUIPMENT CONTRACTOR. DSN-1 3" 1 PLUMBING LEGEND MAIN FLOOR WASTE AND VENT PLAN ASYMBO BBREVIAOTIION VERIFY SCALES MEANING THIS BAR IS 1 INCH SCALE: 1/4"= V-0" ON ORIGINAL DRAWING — — -W— — - SOIL OR WASTE BELOW GRADE _ SW - SOFTENED COLD WATER Q " W SOIL OR WASTE ABOVE GRADE R HOT WATER RECIRC. IF NOT 1 INCH ON V————— VENT C.O.T.G. CLEAN OUT TO GRADE THIS SHEET,ADJUST SCALES - — COLD WATER ABOVE VTR VENT THRU ROOF ACCORDINGLY ' - - - HOT WATER ABOVE W.C.O. WALL CLEANOUT D INDIRECT DRAIN SO SAND/OIL WASTE G NATURAL GAS F.C.O. FLOOR CLEANOUT REVISIONS POINT OF CONNECTION FROM NEW NO. REMARKS BALL VALVE SERVICE TO EXISTING./INVERT ELEV. CONTRACTOR CHANGES 1 6-21-22 MPG MEDIUM PRESSURE GAS ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWING CHECKED JB/RTK N DATE 3-31-22 Rp DRAWN AJ/TB �artchner D Beaucannon JOB NO. 22-14 /Associates LLC � � MEP consultants SHEET NUMBER 1301 S Five Mile Rd./Boise ID 83709 p— 1 Phone:208-888.7145 \P-1 MAIN FLOOR WASTE AND VENT 7/7/2022 9:42:12 AM C��RJDIA�N_ APPROVED tlin9 cotlles 111, ipspecllans le co-cled re 1dI ssoof lM1e lnior ation on th pl Ippo.e oven z TM1e a piee:,epwemg eer Date,roe oalmz ue Permit Number p ions. e 0 0 O 1 5 KEYED NOTES i O ROUGH-IN 2"WASTE AND 1 1/2"VENT FOR LAVATORY/SINK AT THIS LOCATION. i O2 RISE UP WITH VENT THROUGH ROOF AT THIS LOCATION. SEE DETAIL P-6.A SK-3 O3 3" PRIMARY ROOF DRAIN FROM ABOVE. SEE SHEET P-8 FOR CONTINUATION. > ® DROP DOWN TO FLOOR BELOW. COORDIANTE WALL FUR OUT WITH GENERAL CONTRACTOR. N SEE SHEET P-1 FOR CONTINUATION. O5 SEE SHEET P-1 FOR CONTINUATION OF WASTE PIPING. i i i i CONFERENCE ROOM � i 2 STAMP 2 VTR A 0��5��C S RFo Ceti II � 4 1 s�3/31/22 0 PAC 9rP OF .41 tigRO T. KAR�G� DN Ir ih 4 SECOND FLOOR WASTE AND VENT PLAN SCALE: 1/4"= V-0" O Q z z Q � J LU Q w ry Q 0 O z 0 Q < w Q U) J Q L LO LO r O O LL 0 Z O U w U) VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING Un IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS in CONTRACTOR CHANGES 6-21-22 CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB HardnerID Beaumnnon JOB NO. 22-14 SHEET NUMBER Associates LLC b I MEP consultants 1301 S Five Mile Rd./Boise ID 83709 P-2 Phone:208-888.7145 \P-2 SECOND FLOOR WASTE AND VEN 7/7/2022 8:34:02 AM �8 IDIAN— APPROVED applica tling o '_Idlesa of Ina information on the app—pl.—Th. oved plops,mdUmI any pnaa re.ia.reppn:.. D.t.:ovwzz n Pe it Numbs,' V 17 17 O HB-1 4 2 12 TIP ,. VESTIBULE ! o d KEYED NOTES O ! WC-1 coo LOCKER/CHANGING 1 ROUGH-IN 3/4"DCW FOR WATER CLOSET AT THIS LOCATION. O coo 0 r' ROOM 1 CONSULT 1 j /2 _._.1 SK-3 O ROUGH-IN 1/2"DCW AND 1/2"DHW FOR LAVATORY/SINK AT THIS LOCATION. DM 1 r• - - I O3 ROUGH-IN 1/2"DCW AND 1/2"DHW FOR SERVICE/MOP SINK AT THIS LOCATION. i ® ROUGH-IN 1/2"DCW TO REFRIGERATOR AT THIS LOCATION. i 2 � - � `_' �' O5 ROUGH-IN 3/4"DCW AND 3/4"DHW TO WASHER BOXAT THIS LOCATION. r ••-••------- 3/4"-------------------- L 1 DWB-1 I ! © LOCATION OF INSTANTANEOUS WATER HEATER. ROUGH-IN 3/4" DCW AND 3/4" DHW FOR WATER I C"1 21 C.- 1/2" -•-•I j HEATER AT THIS LOCATION. SEE DETAIL P-6.Gp C=1 5 -------- 3/4"_.._.._.._..�.. i C• 1/2" -•r.._ I 1 O7 CONNECT 1/2 RECIRC LINE TO WATER HEATER DCW PRIOR TO WATER HEATER CONNECTION. SEE DETAIL P-6.G 9�►}-3/4"2LB- 2 j I i LU ! WAITINGD c) BREAK ROOM ® RISE UP FROM BELOW GRADE AT THIS LOCATION WITH WATER SERVICE ENTRY AND PROVIDE It I ! ! REDUCED PRESSURE BACKFLOW PREVENTER. COORDINATE LOCATION WITH GENERAL CONTRACTOR. 11 ! M ; o ' SEE DETAIL P-65 RE: P-6.H�� 3/4" - - ' O9 WORK SCOPE LIMITS 5'-0" FROM OUTSIDE BUILDING. COORDINATE SITE CONNECTION WITH GENERAL 1 1/2 G j I DF-1 7 • CONTRACTOR. 1 j 18 I STAFF RESTROOM ! 10 RISE UP WITH 1/2" DCW AND 1/2" DHW TO SINK/LAV ABOVE. SEE SHEET 1 �1 j WC-1 j P-4 FOR CONTINUATION. Di I CONSULT .......� I 11 LOCATION OF GAS METER. COORDINATE LOCATION WITH GENERAL CONTRACTOR,AND INTERMOUNTAIN GAS COMPANY. I 1/2 —'—'—'— SEE DETAIL P-6.H --►C — 1/2" — — STORAGE C— 1/2"— ! I j 12 ROUGH- IN 3/4"DCW FOR HOSE BIB. COORDINATE LOCATION WITH GENERAL CONTRACTOR. STAMP F : j I 13 NOT USED 0 M li �) I I L-1 r r 1/2"-�.. _.._. ! 14 ROUTE TO BACKFLOW ASSEMBLY IN MECHANICAL ROOM. SEE DETAIL P-6.F M M I I _2"� STORAGE PROVIDE 1/2" NON-POTABLE WATER CONNECTION ABOVE COUNTER FOR MODEL TRIMMER.TERMINATE WITH 3/8"ANGLE I 1/2"- VALVE. COORDINATE LOCATION WITH DENTAL SUPPLIER.. S�ONAL F STORAG j 1 10 UP 16 NOT USED �o�� GISTERFoG�2� j I ROUGH-IN PLUMBING AT EXTERIOR WALL ON WARM SIDE OF INSULATION. 2 RECEPTION I I 23 18 ROUGH-IN 1/2"DCW FOR DRINKING FOUNTAIN. j 4 M NOT USED 3/31/22 0 RESTROOM I I N 1 w O 'pi qr 20 NOT USED. c F o F CONSULT A j j WC-1 j 1 T 1 21 DROP DOWN IN WALL WITH 3/4"DHW LOOP TO CONNECT TO LAVATORY tigRo T. KAR�O� r AND RISE BACK UP INTO CEILING SPACE. j I I LL=1 i I••_••, 21 i BUSINESS OFFICE I 22 RISE UP TO ROOF WITH 1 1/2"GAS. SEE SHEET P-8 FOR CONTINUATION. ' ' r I 23 ROUGH-IN 1" NON POTABLE WATER FOR FIRE SPRINKLER AT THIS LOCATION. ! n O I a STORAGE COORDINATE FIRE SPRINKLER HEAD REQUIREMENTS WITH LOCALAHJ. ! ! V I j ? ® 1 1/4"GAS DOWN FROM ABOVE. SEE SHEET P-8 FOR CONTINUATION. • 1-3/4"---------3/4" -.� wCl= 1 : r ROUGH-IN 1 1/4"GAS FOR WATER HEATER. PROVIDE UNION, GAS COCK,AND U 6" DIRT LEG PRIOR TO EQUIPMENT CONNECTION. SEE DETAIL P-6.G 2 j � HB-1 I I I 1 I • I • T I 2 I ,(2 � 14 ! I CONSULT ! j SK-2 0 0 0 o SK-2 15 j 1/2"R r- ---• 3/4"------_1 I A I _ _ _ _ I -------- 1 1/2" -------- 09 _._._. .-.-...- -.--- .-.-..._._ ._._._._._._._._._._._. .-.-._._._._._._._ 1 1/2" --- -- - - - - - - - -•-•- - 1 1/2" -NP -•-•-•- -•- MECHANICAL L. 11/2" .J._ .L I I I j X-RAY I LAB I 3/4"—�1 O :pi SK-2 .. ! N n WH-1STERILIZATION I r 6 193 MBH5 D j I I Z NURSE'S STATION �� / Q j I j iv ,) SS-1 C •i 1 1/4"G Q z i '• i I i ] w Q I I N I j I 4 J 17 1O ►C3/4 ! I I I ! .._.._..1/2 -.._.._I U) ��J IL.__.._---------- >r I I /4 •-----._. _.._ 1 ------------------------------------------- 3/4 -.._.._.. WC-1 i - 3 Q N j Q j Q ----------- 3/4" ----------�•--T------------- 1/2"-•-•-•- - - V ■ PRIVATE j U V V C z I BATH 0 C - ! 2 � 2 � 2 � 2 � 2 � Q 17 2 .._.._--- 1/2"-.._.._.J Q C L=1 SK-1 SK-1 SK-1 SK-1 SK-1 w LO L r DOCTOR'S OFFICE 0 0 0 0 o O O J LL OPS#5 OPS#41 OPS#3 OPS#2 OPS#1 z � v - Q- 0 MAI N F LOO R WATE R AN D GAS P LAN VERIFY SCALES THIS BAR IS 1 INCH SCALE: 1/4"= 1'-13" ON ORIGINAL DRAWING 0 .. IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS 1 CONTRACTOR CHANGES 6-21-22 CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB Hardner . Beavannon JOB NO. 22-14 / � Associates LLC MEP consultants SHEET NUMBER 1301 S Five Mile Rd.I Boise ID 83709 P-3 Phone:208-888.7145 \P-3 MAIN FLOOR WATER AND GAS P 7/7/2022 9:46:38 AM ��RJDIA�N_ APPROVED tlin9 otlles 111, ipspecllans le co-cled re 1dI ssoof lM1e lnior ation on th pl Ippo.e oven z TM1e a piee:,�epwemg eer Date,roe oalmz ue Permit Number p ions. e O O O 1 2 KEYED NOTES (D ROUGH-IN 1/2" DCW AND 1/2" DHW FOR LAVATORY/SINKAT THIS LOCATION. 0 O2 1/2"DCW AND 1/2"DHW UP FROM BELOW. SEE SHEET P-3 FOR CONTINUATION. SK-3 CONFERENCE ROOM TAMP A�G S 4 J, 3/31/22 10 �i�tiq rF o F Rp T. KAR�G DN SECOND FLOOR WATER PLAN SCALE: 1/4"= V-0" O Q Z Q W Q z � J J L j LO LO r O O LL 0 Z O U w U) VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING 0 n IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS in CONTRACTOR CHANGES 6-21-22 CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB Hardner L Becumonon JOB NO. 22-14 SHEET NUMBER Associates LLC MEP consultants 1301 S Five Mile Rd./Boise ID 83709 P-4 Phone:708-888.7145 \P-4 SECOND FLOOR WATER AND GAS 7/7/2022 9:49:42 AM ��RJDIA�N_ APPROVED l tlin9 otles 111, ipspecllans le co-cled re IdI ssoof IM1e Inior ation on th pl Ippo.e oven z TM1e a piee:,epwemg eer Date„oe oalmz ue Permit Number p ions. e O o GENERAL NOTES VESTIBULE ° ° 1. PLUMBING CONTRACTOR SHALL NOTIFY NORCO FOR INSPECTION AFTER MEDICAL GAS O COE) LOCKER/CHANGING INSTALLATION IS COMPLETE. INSTALLATION SHALL CONFORM TO NFPA99C STANDARDS 0 ROOM Lj 2. COLOR CODE AND LABEL ALL MEDICAL GAS PIPING PER NFPA 99C REQUIREMENTS CONSULT 3. ALL MEDICAL GAS PIPING AND INSTALLATION SHALL COMPLY WITH NFPA 99C. I 4. SEE ARCHITECTURAL AND DENTAL EQUIPMENT PLANS FOR FURTHER DETAILS AND DENTAL EQUIPMENT REQUIREMENTS. 5. COPPER TO COPPER JOINTS SHALL BE BRAISED USING COPPER-PHOSPHORUS OR COPPER-SILVER BRAZING FILLER METAL(B CUP SERIES)WITHOUT FLUX AND WITH AT LEAST 1000°F MELTING POINT CONTINUALLY PURGE SYSTEM WITH OIL- FREE NITROGEN �p DURING BRAZING. WAITING BREAK ROOM 0 0 KEYED NOTES 1OCONNECT TO INTAKE OF AIR COMPRESSOR AT THIS LOCATION. COORDINATE LOCATION STAFF RESTROOM WITH EQUIPMENT SUPPLIED. CONSULT 2O ROUTE 1/2"MEDICAL AIR TO DENTAL CABINET.TERMINATE AS REQUIRED BY DENTAL EQUIPMENT SUPPLIER. DO3 ROUTE 3/4"MEDICAL VACUUM PIPING TO DENTAL CABINET.TERMINATE STORAGE AS REQUIRED BY DENTAL EQUIPMENT SUPPLIER. STAMP o ® DROP DOWN TO CRAWL SPACE WITH 1 1/2"VACUUM AND ROUTE AS SHOWN STORAGE O DROP DOWN TO CRAWL SPACE WITH 1/2"MED AIR AND ROUTE AS SHOWN. © CONNECT TO DISCHARGE OF COMPRESSOR WITH MEDICALAIRAT THIS LOCATION. S\ONA� F STORAGE UP O7 1/2"N20 TO DENTAL CABINET. COORDINATE LOCATION WITH DENTAL EQUIPMENT Ot��G��GISTE{7F��ij� CABINET AND/OR EQUIPMENT OUTLET. RECEPTION ® 1/2"02 TO DENTAL CABINET. COORDINATE LOCATION WITH DENTAL EQUIPMENT 10 < CABINET AND/OR EQUIPMENT OUTLET. s113/31/22 0 O9 LOCATION OF MEDICAL GAS ALARM PANEL. PANEL PROVIDED BY DENTAL EQUIPMENT CONTRACTOR o q RESTROOM � LLI / INSTALLED BY THIS CONTRACTOR. COORDINATE WIRING TO MEDICAL GAS EMERGENCY SHUT OFF CONSULT O VALVE ASSEMBLY WITH ELECTRICAL CONTRACTOR.. qR� T, KAR�G� 10 LOCATION OF NITROUS/OXYGEN GAS MANIFOLD BY DENTAL EQUIPMENT CONTRACTOR. COORDINATE BUSINESS OFFICE ARRANGEMENT WITH EQUIPMENT SUPPLIED. SEE DETAIL P-7.0 11 LOCATION OF MEDICALAIR COMPRESSOR. COORDINATE ROUGH-IN OF COMPRESSED Q AIR LINE AND AIR INTAKE WITH EQUIPMENT SUPPLIED. RE: P-7.A ° Y 2"COMPRESSOR O STORAGE INTAKE z 1� LOCATION OF VACUUM PUMP EQUIPMENT COORDINATE ROUGH-IN OF VACUUM SUCTION U 1 V�! AND EXHAUST OUTLET WITH EQUIPMENT SUPPLIED. T 14 D137 2"SCH.40 PVC(PROVIDE UV PROTECTION)EXHAUST UP THROUGH ROOF FROM VACUUM 12 i EQUIPMENT.TERMINATE.WITH 180°TURN DOWN ELBOW. i 18 14 ROUGH IN 1/2"MEDICAL AIR TO WALL OUTLET. COORDINATE ROUGH- IN WITH DENTAL n.14 14 5 i 12 EQUIPMENT SUPPLIER. i 16 15 N20 AND 02 EMERGENCY SHUT-OFF VALVE. COORDINATE WITH DENTAL EQUIPMENT SUPPLIER. CONSULT o 0 0 0 6 SHUT-OFF ASSEMBLY BY DENTAL EQUIPMENT CONTRACTOR, INSTALLED BY THIS CONTRACTOR. i 1/2" Q 16 CONNECT TO VACUUM EQUIPMENT AS REQUIRED. REFERENCE DENTAL EQUIPMENT DETAIL SED.2/27C. i 17 RISE UP FROM VACUUM PUMP WITH 3/4" EXHAUST.TRANSITION TO 2" EXHAUSTAND OFFSET OVERHEAD N IN MECHANICAL ROOM TO ROOF TERMINATION. REFERENCE KEYED NOTE 13. Q > 2"VACUUM X-RAY LAB 0 0 r i EXHAUST B-1 N CV i 18 TERMINATE AIR COMPRESSOR INTAKE AT EXTERIOR WALL WITH WEATHER HOOD CAP SUPPLIED BYr z DENTAL EQUIPMENT CONTRACTOR. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR.N MECHANICALSTERILIZATION z �_ i � Z NURSE'S STATION O Q 13 MEDICAL GAS TESTING AND CERTIFICATION \� - i � � w 1/2"02 1/2"02 1/2"02 1/2"02 4 1. PRIOR TO THE INSTALLATION OF COMPONENTS SUSCEPTIBLE TO DAMAGE Ll 15 BY EXCESS PRESSURE (E.G. OUTLETS, SWITCHES,VALVE GAUGES, ETC.), z 1/2 N20 N 1/2 N20 N 1/2 N20 1/2 N20 THE INSTALLER WILL: Q 1 1/2"V O 0 1 1/2"V O 0 1 1/2"V O 0 1 1/2"V O04 0 A. TEST EACH JOINTAND SECTION OF PIPING USING NITROGEN AT 1.5 TIMES J WORKING PRESSURE(150 PSIG MINIMUM AND AN APPROPRIATE LEAK CHECK > 1/2"MA z> 1/2"MA z > 1/2"MA r z> T ?> SOLUTION,WITH ROUGH-INS ONLY UNTIL LEAK FREE. O M 2 �M 2 rM'IT 2 �M 1 2 RE:P-7.B �M 2 11 B. BLOW OUT THE PIPELINE WITH NITROGEN TO REMOVE DEBRIS. Q Q PRIVATE ff In� BATH ° ° ° ° ° ° ° ° ° ° 2. THE INSTALLER WILL COMPLETE THE INSTALLATION OF ALL COMPONENTS AND: V 8 3 3 8 3 8 3 A. PERFORM A 24 HOUR STANDING PRESSURE TEST USING NITROGEN AT 20%ABOVE Q J NORMAL WORKING PRESSURE,WITH FINISHED ASSEMBLIES AND GAUGES INSTALLED. Q J Q 7 7 7 7 7 B. PURGE THE PIPE LINE FREE OF ANDY DEBRIS USING NITROGEN.C. PERFORM THE"WHITE CLOTH TEST V D. PERFORM ACROSS-CONNECTION T,ESTING USING NITROGEN. LO E. VERIFY LABELING. r w Q Q O O Q 3. THE CERTIFIER(OTHER THAN THE INSTALLER)WILL: A. PERFORM A SECOND CROSS-CONNECTION TEST USING NITROGEN. B. VERIFY LABELING. DOCTOR'S OFFICE C. CHECK VALVES AND VERIFY ZONING. O ° ° ° ° ° D. TEST ALL OUTLETS FOR FLOW AND OPERATION USING NITROGEN. E. TEST ALL ALARMS FOR OPERATION AND SET POINT USING NITROGEN. O F. PURGE THE PIPE LINE WITH NITROGEN (AT A FLOW RATE OF AT LEAST 225 LPM)AND J PERFORM A SECOND"WHITE CLOTH TEST." LL OPS#5 OPS#4 OPS#3 OPS#2 OPS#1 G. TEST 25%OF THE ZONES AT THE MOST REMOTE OUTLET FROM THE SOURCE USING NITROGEN AND A 0.45 MICRON FILTER. Z H. USING NITROGEN,TEST EACH ZONE FOR DEW POINT(WATER IN LINES),TOTAL HYDROCARBONS(OIL IN LINES)AND HALOGENATED HYDROCARBONS (CLEANING Q SOLVENTS IN THE LINES). C 4. AFTER GAS MANIFOLD(S)ARE INSTALLED THE CERTIFIER WILL: G A. START UP THE AIR SYSTEM WITH THE SOURCE VALVE CLOSED AND A 25% DEMAND, BLEEDING THROUG THE SYSTEMS AIR SAMPLE PORT. B. WAIT 24 HOURS AND TEST THE MEDICAL AIR FOR TRACE CONTAMINANTS AT THE SYSTEMS AIR SAMPLE PORT. MAIN FLOOR MEDICAL GAS PLAN C. WITH SYSTEM GAS,VERIFY THAT EACH OUTLET AND EACH SOURCE HAS THE VERIFY SCALES APPROPRIATE CONCENTRATION OF GAS. D. PERFORM THE OPERATIONAL PRESSURE TEST. THIS BAR IS 1 INCH ON ORIGINAL DRAWING SCALE: 1/4"= V-0" E. TEST THAT ALL SOURCE EQUIPMENT IS OPERATIONALAND ALL REQUIRED LOCAL AND MASTERALARMSARE FUNCTIONING. U IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES PLUMBING LEGEND AND SPECIFICATIONS ACCORDINGLY MEDICAL GAS QUANTITIES SYMBOL OR FIELD INSTALLED COLOR CODING CONTENTS CYLINDER NO. OF TOTAL GAS REVISIONS ABBREVIATION MEANING COLOR CODING(BACKGROUND/TEXT) MATERIAL TYPE CYLINDERS ) NO. REMARKS 02 H 2 502 N20 NITROUS OXIDE BLUE/WHITE PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE 1 CITY COMMENT 5/4/22 02 OXYGEN GREEN/WHITE PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE N20 H 2 1116 2 CONTRACTOR CHANGES 6-21-22 V VACUUM WHITE/BLACK PVC, SCHEDULE 40 MA MEDICALAIR YELLOW/BLACK PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE F_ N NITROGEN BLACK/WHITE PRE-CLEANED,TYPE L CU W/SILVER SOLDER USED WITH NITROGEN PURGE ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWING NOTE:ALL CU LINES TO BE MEDICAL GRADE CHECKED JB/RTK N DATE 3-31-22 R DRAWN AJ/TB Kardnerjf � Beaucannon JOB NO. 22-14 ajJ4 SHEET NUMBER Associates LC • 1 MEP consultants 1301 S Five Mile Rd./Boise ID 83709 P-5 Phone:208-888.7145 \P-5_MAIN FLOOR MED GAS PLAN.dg 7/7/2022 10:09:59 AM C��RJDIA�N_ APPROVED l tlin9 cotles 111, inspecllans le co-cled re IdI ssoof IM1e Information on th pl Ippo.e oven ans.TM1e a plae:,mowemg aer P ep1OeSe PLUMBING FIXTURE SCHEDULE Permif Number CONNECTIONS(IN.) SYMBOL DESCRIPTION MANUFACTURE&MODEL# TRIM&DETAIL REFERENCE NOTES ROOF JACK FURNISHED AND 0 H.W. C.W. W. V. INSTALLED BY ROOFING 12" MIN. CONTRACTOR. SEAL WATER ROOFING MATERIAL TIGHT TO VENT STACK. O COORDINATE SINGLE PROVIDED S DENTAL 1/2 1/2 2 1 1/2 O SK 1 COMPARTMENT SINK EQUIPMENT SUPPLIER �� WITH ARCH.INSTALLED BY CONTRACTOR JUST MANUFACTURING MAY EXTEND AS A J-1174-KS WASTE OR VENT LINE. SK-2 BAR/EXAM JUST MANUFACTURING CHROME BRASS CLEANOUT PLUG I SINK SLXN-2117-A-GR THREE HOLE DECK 1/2" 1/2" 2" 1 1/2" DROP-IN SINK, ADA COMPLIANT WALLCOVER (WALL COUNTER SUNK HEAD 16 GAUGE STAINLESS STEEL AND SCREW WITH FAUCET LEDGE �._ FINISHED GRADE ROOF DECK PLUGGED TEE CONC. PAD OWE SMOOTHANDEDGE SK-3 SINGLE JUST MANUFACTURING SYMMONS _ COMPARTMENT SINK SL-ADA-2225-A-GR S-6710-PD-STS-1.5 1/2" 1/2" 2" 1 1/2" w _ SLEEVE ROOF = CONSTRUCTION z DWV PIPE AS REQUIRED. FLOOR LINE SEE ARCH. FOR DWV PIPE AMERICAN STANDARD SLOAN WALL HUNG WITH SUPORT MATERIAL TYPE(CONCRETE SHOWN) WALL MOUNTED LUCERNE 0356.421.020 EFX-250-BAT-ISM-GR-0.5GPM-MLM-IR-FCT PROVIDE INSULATION REDUCER WHEN 45° BEND L-1 LAVATORY 1/2 1/2 2 1 1/2 KIT FOR TRAP/STOPS. REQUIRED SEE NOTE 2&3 WASTE LINE KOHLER PENNINGTON SYMMONS DIA VENT STACK COUNTER MOUNTED 20-1/4" DROP IN BATHROOM SINGLE HANDLE L-2 LAVATORY SINK WITH 1 HOLE DRILLED BATHROOM FAUCET 1/2" 1/2" 2" 1 1/2" AND OVERFLOW MODEL:SLS-3522-MB-1.0 MODEL:ER196-1-0 VENT THROUGH ROOF DETAIL Q WALL LEAN OUT DETAIL B TWO WAY CLEAN—OUT DETAIL (J SCALE: NONE ' ` SCALE: NONE SCALE: NONE AMERICAN STANDARD WC-1 WATER CLOSET CADET 3483.001.020 AMERICAN STANDARD TANK 1.28 GPF, ELONGATED BOWL STAMP 4142.100.020 --- 3/4' 3" 2" 16 1/2"RIM HEIGHT. AMERICAN STANDARD SEAT 5900.111.0002 GUY GRAY WBA WALL BOX WASHING MACHINE 1/2" 1/2" 3" 2" AL COORDINATE CONSTRUCTION WITH WALL BOX SERIES WALL FIRE RATING WHEN APPLICABLE. BRASS CLEANOUT PLUG 5g� N 0 F SEE ARCHITECTURAL PLANS CLEANOUT AND ACCESS COUNTER SUNK HEAD �c`� EGXSTERF G/ COVER. TOP OF COVER FINISHED GRADE Quo � MUSTEE#63CM TO BE FLUSH WITH 16 SQUARE CONC. PAD TOP OF FLOOR. FLOOR LINE TROWEL SMOOTH AND DRAIN SS-1 MOP SINK 24"X 24"X 10" FAUCET INCLUDED IN KIT 1/2" 1/2" 3" 2�� PROVIDE WITH HOSE, RIM GUARD EDGE WHITE MOP SINK KIT AND VACUUM BREAKER. FLOOR COVERING T o BALANCE OF --*-1/8 C.I. BEND of JR SMITH WITH TRAP TRAP PRIMER 1/8 C.I. BENDS PIPING SAME AS o00o T KAR FDA FLOOR DRAIN CLEANOUT 2050 SERIES PRIMER CONNECTION --- --- 2" 1 1/2" SIOUX CHEIF OR EQUAL FLOOR CLEANOUT( )FCO i TO GRADE C.I.WASTE LINE i LENGTH TO SUIT WASTE LINE � r�_ FLOOR SYSTEM. COORDINATE / CONSTRUCTION TYPE WITH WH-1 INSTANTANEOUS GAS N RITZ 3/4" 3/4" 3/4"GAS SUPPLY, 1/2" DRAIN � ARCHITECTURAL PLANS. WATER HEATER NRCR111 --- --- 1.5 GPM, 193 MBH i 1/8 BEND IF CLEANOUT i OCCURS AT END OF LINE TRAP PRIMER CONNECTON DRINKING ELKAY EZS8L SINGLE STATION WHEN SPECIFIED/REQUIRED. DF-1 FOUNTAIN DRINKING REFRIGERATED FOUNTAIN 1/2" 2" 1 1/2" ADA,8.0 PH WATER COOLER, (SINGLE) FLOOR CLEAN OUT / CLEAN OUT TO GRADE DETAIL FLOOR DRAIN DETAIL SCALE: NONE D SCALE: NONE FREEZELESS WOODFORD INSTALL 18"ABOVE HB-1 WALL HYDRANT MODEL RB67 --- 3/4" --- --- FINISHED GRADE. PROVIDE WITH UNDER DECK OD-1 SECONDARY J.R. SMITH ROUGH BRONZE --- --- 3" --- CLAMP AND 2" DAM. 0 ROOF DRAIN 1010Y SERIES DOME Q ZRD-1 PRIMARY J.R. SMITH ROUGH BRONZE PROVIDE WITH z ROOF DRAIN 1080 SERIES DOME --- --- 3" --- UNDER DECK CLAMP � Q 0 DSN-1 DOWNSPOUT J.R. SMITH BRONZE WITH BIRD SCREEN W J NOZZLE 1770 SERIES CONSTRUCTION --- --- 3" j w NOTES: �.._.._.._.._.. 3/4" _.._.._.._.._.._.._..- 3/4" _.._.._.._ > 0 1. CONTRACTOR HAS OPTION TO PROVIDE ALTERNATES FOR APPROVAL BY ENGINEER. ry Q z 2. WHERE FIXTURE IS EXPOSED TO PUBLIC USE PROVIDE THERMOSTATIC MIXING VALVE.WATTS MODEL LFUSG-B OR EQUAL. SEE PLANS FOR 1 1/4" Q Q 3. WHERE PLUMBING IS EXPOSED TO VIEW, PROVIDE INSULATED TRAP AND STOP COVERS TRUBRO PRODUCT OR EQUAL. CONTINUATION M m w 4. COORDINATE FIXTURE TRIM REQUIREMENTS WITH OWNER AND DENTAL EQUIPMENT SUPPLIER. - - - 3/4" ------------------ - -.I ! Q J J I 1/2"R 0 EXHAUSTAND INTAKE I j LO FLUES BY MECHANICAL TO INTEGRAL m j r W RECIRC PUMP i I CD I j I W r j GAS PRESSURE REGULATOR O VENT PLUGGED TEE WITH BACK)FLOW PREVENTER ASSEMBLY r I REDUCE INCOMING SERVICE BUSHING AND PLUG z OOSTACK TT CK WH_1 ON WALL ABOVE I � TO 4 OZ. PRESSURE. o � (TY WATTS LF-007 OR EQUAL P ! TO BUILDING C 16" TO MODEL TRIMMER 120°F ! G I � 7—'/Z"PTO DRAIN ! INSULATING J PRESSURE REDUCING I I VALVE SET FOR 60 PSI 1" FIRE SPRINKLER CONTROL WIRING UNION (TYPICAL) ED PRESSURE , TO UNIT TEMP REDUCED �EDUC VALVE /2"PTO DRAIN CONTROLLER WATTS LF009M1QTOR f REQUIREDVALVE CITY APPROVED ci O WHEN SEISMIC REQUIRED BY LOCAL UTILITY BALL VALVE EQUAL(TYP) _ _ i ! VERIFY SCALES ( P) ISOLATION BALL — ! THIS BAR IS 1 INCH 1 1/2" 1 1/2"�TO BUILDING DOMESTIC WATER SERVICE. VALVE(TYP) i I j GAS METER GAS COCK ON ORIGINAL DRAWING SEE PLANS FOR CONTINUATION = I REFERENCE GAS � � CALC. SIZED FOR TO DRAIN ! TOTAL EQUIVELENT BUILING DEMAND. N PRESSURE/TEMP UNION(TYP) I PIPE LENGTH: 132'COLUMN IF NOT 1 INCH O FUNNEL/DRAIN r RELIEF VALVE ! f S EET,ADJUST ( ) I j EQUIPMENT MBH THIS r STRAINER WITH 3/4" ISOLATION _ I RTU-1 90 FINISHED GRADE 12" SCALES ACCORDINGLY VALVE AND THREADED HOSE END. M I M I 6" DIRT LEG WITH RTU-2 gp i BLDG. DOMESTIC I I _-_-_- ! 3/4"THREADED END CAP COLD WATER SERVICE. •-—-—-—3/4 —'J j WHA 193 GAS LINE SHALL HAVE WRAPPING UP ' TOTAL: 373 MBH TO 6"ABOVE GRADE. REVISIONS NOTE: MOUNT BACKFLOW ASSEMBLY ON WALL ABOVE 3/4 1 1/2 MAIN INTO BUILDING @4 OZ TO GAS MAIN HUB DRAIN/ADJACENT MOP SINK, COORDINATE INSTALLATION INDIRECT INTO PRESSURE / NO. REMARKS WITH OTHER TRADES. MOP SINK SWING JOINT NOTE: FINAL GAS REQUIREMENTS TO BE NOTE: UNIT PROVIDED WITH INTEGRAL RECIRC. PUMP. COORDINATED WITH LOCAL UTILITY WATER SERVICE ENTRYAND AND FINAL EQUIPMENT SELECTIONS. MULTIPLE BACKFLOW ASSEMBLY DETAIL t INSTANTANEOUS GAS WATER HEATER DETAIL G GAS CALCULATION GAS METER SERVICE CONNECTION DETAIL H SCALE: NONE SCALE: NONE SCALE: NONE CHECKED JB/RTK DATE 3-31-22 DRAWN AJ/TB HardnerID Becumnoon JOB NO. 22-14 SHEET NUMBER Associates LLC L) MEP consultants 1301 S Five Mile Rd./Boise ID 83709 P-6 Phone:208-888.7145 \P-6 PLUMBING SCHEDULE AND DETA 4/5/2022 9:04:59 AM C��RJDIA�N- APPROVED l tlin9 cotles 111, ipspecllans le co-cled re IdI ssoof IM1e Inior ation on th o.en pl—TM1e Ipp aove piee:,epwemg eer Date,roe oalmz ue Permit Number p ions. e RISER O OR DROP *ALL VACUUM SYSTEMS ARE TO BE INSTALLED SEE PLANS ACCORDING TO LOCAL BUILDING AND ELECTRICAL CODES. O *VACUUM LINES AND RISERS TO BE IPS, PVC, SCH.40 1/2" NITROUS OXIDE COPPER PIPE SHOULD BE USED IF LOCAL JURISDICTION CAT 6 TO TO ZONE VALVE ----,, O LONG RADIUS PROHIBITS PVC. ALARM 1/2"OXEYGEN SWEEP FITTING OR *USE DIRECTIONAL FLOW CONNECTIONS. PANEL BY TO ZONE VALVE TWO 45' ELBOWS *AVOID SAGGING LINES. ELECTRICAL i GAS MANIFOLD WITH INTEGRAL 0 0 0 0 (TYP.) CONTRACTOR PRESSURE RELIEF SUPPLIED BY D 0 0Oo 1 CAT 6 TO ASSE 6010 CERTIFIED PLUMBER. 0 0 0 0 ZONE VALVE ----- 0 o TRANSITION AS SHOWN BY ELECTRICAL DISS HOSE(TYP) CONNECT TO SEPARATE ON PLANS CONTRACTOR ELECTRICAL CIRCUIT N20 02 208/230, 16FLA, 30MCA 1,120 02 AIR INTAKE: CYLINDER CONNECT TO AIR REGULATOR INTAKE FOR COMPRESSOR NITRIOUS OXIDE (TYP) IN MECH. ROOM. LONG RADIUS SWEEP SUPPLYTANKS TERMINATE REMOTE FITTING OR TWO OXYGEN 2"AIR CONDUIT 36"A.F.F. 45° ELBOWS(TYR) ( SUPPLY TANKS COORDINATE LOCATION WITH SEE SUPPLIER CYLINDER �p EQUIPMENT SUPPLIED. OF DENTAL RESTRAINTS LABEL TANKS PER DELIVERY SYSTEM (TYP) NFPA 99C(TYP) FOR DETAILS FOR TERMINATION CYLINDER RESTNTS SWEEP FITTING SUPPLED AND INSTALLED BY VACUUM SYSTEM PIPING GUIDELINES FOR DENTAL EQUIPMENT STAMP COMPRESSOR DISCHARGE UNDER FLOOR INSTALLATION SUCTION CONTRACTOR(TYP) CONNECT TO 1/2"COPPER PIPE LINE ARRANGEMENT FOR BRANCH LINES SEE PLANS. TO VACUUM PUMP(S) CJ TYPICAL VACUUM SYSTEM SLOPE VACUUM PIPING S�ONAL AIR COMPRESSOR DETAIL PIPING DETAIL EQUIPMBACK VACUUM„ TYPICAL GAS MANIFOLD DETAIL �5 G�STERFN�''i EQUIPMENT AT 1/4 /10-0 . G' p SCALE: NONE SCALE: NONE A SCALE: NONE B NOTE: GENERAL CONTRACTOR SHALL PROVIDE 2X10 BLOCKING 4 IN WALL FOR CYLINDER RESTRAINTS. PAC 9rP OF tigRO T. KAR�G� 2"DAM COLLAR PROVIDED ROOF DRAIN STRAINER ROOFING CLAMPS STRAINER WITH DRAIN ASSEMBLY INTO DRAIN AT THIS POINT ROOFING CLAMPS INTO DRAIN AT EXTENSION /II ROOFING MATERIAL EXTENSION THIS POINT I I\ PIECE AS COORDINATE CONSTRUCTION REQUIRED WITH ARCHITECTURAL PLANS. PIECE ROOF DRAIN EXTERIOR WALL ROOFING MATERIAL COORDINATE CONSTRUCTION BUILT-UP ROOF WITH ARCHITECTURAL PLANS. 0 BUILT-UP INSULATION = (DOWNSPOUT NOZZLE) INSULATION Q SIZE SAME AS CONNECTING 0 ROOFDRAIN PIPING. — UOU Q ROOF STRUCTURE, COORDINATE DOWNSPOUT NOZZLE OPENING. PROVIDE 1" INSULATION ATTACHMENT REQUIREMENTS WITH BIRD SCREEN INSULATE UNDER ROOF STRUCTURE, COORDINATE — (MINERAL FIBER)WITH WITH ARCHITECTURAL PLANS. J�r DECK CLAMP ATTACHMENT REQUIREMENTS � ALL PURPOSE JACKET WITH ARCHITECTURAL PLANS. LU AND VAPOR BARRIER PROVIDE F INSULATION COORDINATE MOUNTING (MINERAL FIBER))WITH � UNDERDECK CLAMP VT HEIGHT WITH OWNER/ ALL PURPOSE J�4CKET GENERAL CONTRACTOR. AND VAPOR BARRIER UNDERDECK CLAMP Q SEE PLANS FOR INSULATE UNDER SEE PLUMBING PLANS > CONTINUATION. DECK CLAMP FOR CONTINUATION. > SECONDARY ROOF DRAIN ry PRIMARY ROOF DRAIN DETAIL D DOWNSPOUT NOZZLE DETAIL E DETAIL F o 0 SCALE: NONE SCALE: NONE SCALE: NONE < Q J U) L J T- Qr W r0 V MZ CW G J VERIFY SCALES THIS BAR IS 1 INCH ON ORIGINAL DRAWING Un IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS CHECKED JB/RTK DATE 3-31-22 DRAWN AJ/TB ID Hardner Becumnoon JOB NO. 22-14 SHEET NUMBER Associates LLC L) MEP consultants 1301 S Five Mile Rd./Boise ID 83709 P-7 Phone:208-888.7145 \Mech\P-7_PLUMBING DETAILS.dgn 3/31/2022 3:43:56 PM C��RJDIA�N_ APPROVED tlin9 cotlles 111, ipspecllans le co-cled re 1dI ssoof IM1e Inior ation on th pl Ippo.e oven z TM1e a piee:,epwemg eer Date„oe oalmz ue Permit Number p ions. e 4 RD-1 3" 0 10 16 SQFT 5 r�C RD 1 (3") r� D 1 (3") r� O OD-1 3" 879 SQFT 879 SQFT 5 O 1016 SQFT SLOPE@ 1/8"/FT 3/4'D V� 1 1/2"G 3 KEYED NOTES 1 O SUPPORT PIPING ON MIRO SERIES PLATFORM OR EQUAL. SUPPORT PER MANUFACTURE RECOMMENDATIONS. 2O ROUGH-IN 1"GAS TO ROOF TOP UNIT. PROVIDE UNION GAS COCK AND 6"DIRT LEG PRIOR TO EQUIPMENT CONNECTION.VERIFY CONNECTION SIZE AND LOCATION WITH "' EQUIPMENT SUPPLIED. (V 3O 1 1/2"GAS FROM BELOW. SEE SHEET P-3 FOR CONTINUATION. STAMP ® INDIRECT CONDENSATE INTO PRIMARY ROOF DRAIN. O PRIMARY AND SECONDARY ROOF DRAIN AT THIS LOCATION. SEE SHEET P-1 FOR CONTINUATION. SEE DETAIL P-7.D&F © DAYLIGHT DOWNSPOUT NOZZLE HIGH ON WALL. SEE DETAIL P-7.E 7O PRIMARY AND SECONDARY ROOF DRAIN AT THIS LOCATION. SEE SHEET P-2 FOR CONTINUATION S�G STR F'vG� OF PRIMARY DRAIN. SEE DETAIL P-7.D AND P-7.F Quo o ti� ® DROP DOWN WITH 1 1/4"GAS. SEE SHEET P-3 FOR CONTINUATION. RTU-1 90 MBH 3/31/22 0 P/C 9rP OF 1"G tigRO T. KAR�G� 2 6 OD-1 3" SN-1 3" 896 SQFT 7 r� 3 RD-1 3" 2 896 SQFT 1"G RTU-2 90 MBH O 2 Q 7 ZZ Q Q W co Oz Q 1 1/4"G 1 1/4"G J ry ■ 0 1 z Q J Q J Ict 0— LO T_ L.L r O SLOPE@ 1/8"/FT O 3/4'D 5 1 z 5 RD-1 3" m 4 OD-1 3" 756 SQFT OD-1 3" 756 SQFT r� r� 1277 SQFT r� r� RD-1 3" J 1277 SQFT VERIFY SCALES PLUMBING ROOF PLAN THIS BARIS DRAWL ON ORIGINAL DRAWING SCALE: 1/4"= V-0" 0 IF NOT 1 INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY REVISIONS NO. REMARKS CHECKED JB/RTK N DATE 3-31-22 DRAWN AJ/TB HardnerID Beaumnnon JOB NO. 22-14 SHEET NUMBER Associates LLC MEP consultants 1301 S Five Mile Rd./Boise ID 83709 P-8 Phone;208-888.7145 \P-8_PLUMBING ROOF PLAN.dgn 4/5/2022 9:05:35 AM APPROVED tlin9cpiil.C ipspecllans le co-cled re ,dI ssoof IM1e Inior ation on th roves plans.TM1e THISPLAN FOR BA I F IDEAS IS Ipp o e�ae�a"., a"y THE PROPERTY OF PERFORMANCE ENGINEERS.ANY Date:Damao"ti s ecf P.-It Number' FORM OF DUPLICATING OR USE OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. ©COPYRIGHT 2022 McCARTER= MOORHOUSE W � V � Z W W I) FZE fAALA I C) FFICF. EltilLE11 113 � Z O W 1554 LABRADOR Z WAY, MERIDIAN , IDAHO IQ= W An InteFr r;Company STRUCTURAL NOTES : 1102 N. FRANKLIN BLVD. NAMPA, IDAHO 83687 PH. (208)475-0040 A. DESIGN LOADS AND CRITERIA 11.3 PARALLEL STRAND LUMBER: ASTM D2559 1.INTERNATIONAL BUILDING CODE (IBC)2018 EDITION 14. LAP REINFORCING BARS ACCORDING TO THE FOLLOWING, UNLESS INDICATED OTHERWISE: Fb: 2900 PSI 2.GRAVITY LOADS (PSF): BAR SIZE LAP LENGTH Fv: 290 PSI m LOCATION DEAD LOAD LIVE OR TOTAL LOAD #3 V-6" Fc: 2900 PSI SNOW LOAD #4 2'-0" E: 2.OE6 PSI 1ST FLOOR 12 100 112 #5 2'-6" 12. PREFABRICATED WOOD TRUSSES SHALL CONFORM TO THE TRUSS PLATE INSTITUTE DESIGN 2ND FLOOR 12 50 62 #6 3'-0" SPECIFICATION FOR METAL-PLATE-CONNECTED WOOD TRUSSES. ROOF 17 25 42 15. SPLICE TOP BARS IN GRADE BEAMS NEAR MIDSPAN, BOTTOM BARS NEAR SUPPORTS. 12.1. TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT ALL INDICATED 3.WIND CRITERIA: 16. WELDING OF REINFORCING BARS IS NOT PERMITTED UNLESS SPECIFICALLY DETAILED. LOADS. TRUSS LOADING: WIND SPEED: 115 MPH (3 SECOND GUST) 17. REINFORCE OPENING HEADS, JAMBS & SILLS WITH (2)#5 BAR. EXTEND EACH END OF EACH BAR TOP CHORD DL: 7 PSF 0 ij EXPOSURE: B 2'-6 PAST OPENING EDGE. TOP CHORD ILL: (SEE LIVE/SNOW LOADS IN SECTION A) a > IMPORTANCE, I: 1.0 18. WELDED WIRE FABRIC: ASTM A185 BOTTOM CHORD DL: 10 PSF 0 4.SEISMIC CRITERIA: 19. REINFORCE CONCRETE SLABS ON DECK WITH 13x13-D5xDF. PLACE WWF 1 1/2" BELOW TOP OF BOTTOM CHORD ILL: 10 PSF (DOES NOT ACT CONCURENT WITH TOP CHORD ILL) cUn 0- z RISK CATEGORY: II SLAB USING METAL POSITIONER DEVICES. LAP WWF ONE FULL MESH AT SPLICES. 12.2. MEMBER PROPERTIES: CHORDS SHALL BE#2 DOUG FIR LARCH OR BETTER; WEBS SHALL o ¢ 0 DESIGN CATEGORY: C 20. TIE DOWELS IN PLACE BEFORE PLACING CONCRETE. DO NOT STAB OR WET-SET DOWELS. HAVE MINIMUM MODULUS OF ELASTICITY OF 1,500,000 PSI Of 00 Sds: 0.30 21. REINFORCING FIBERS: ASTM C1116, FIBRILLATED POLYPROPYLENE 12.3. ALL TRUSS BLOCKING SHALL BE PROVIDED BY TRUSS MANUFACTURER AND CONSTRUCTED U- Sd1: 0.16 22. ANCHOR BOLTS: ASTM A307 OR A36 WITH APPROVED PLATES. CO SITE CLASS: D 23. EXPANSION ANCHORS: HILTI "QUICK BOLT 11" OR EQUIVALENT 12.4. TRUSS PROFILES SHOWN ARE REPRESENTATIONS OF POSSIBLE CONFIGURATIONS OF z IMPORTANCE, I: 1.0 24. ADHESIVE: SIMPSON "SET" OR EQUIVALENT WEB LOCATIONS AND MEMBER SIZES. TRUSS MANUFACTURE SHALL SUBMIT SHOP L RESPONSE, R: 6.5 DRAWINGS FOR APPROVAL. ALL TRUSSES SHALL BE STAMPED AND SEALED BY A 5.SOIL BEARING PRESSURE: 1500 PSF ON UNDISTURBED SOIL D. WOOD FRAMING PROFESSIONAL ENGINEER REGISTERED IN THE STATE THE PROJECT RESIDES IN. LU 6.LATERAL SOIL PRESSURE: 35 PCF EQUIVALENT FLUID PRESSURE 12.5. TRUSS MANUFACTURER SHALL PROVIDE PROOF OF THIRD PARTY INSPECTION AS o ca 0 7.FROST DEPTH BELOW GRADE: 24 INCHES 1. DIMENSION LUMBER(GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION (WWPA)OR WEST REQUIRED BY IBC SECTION 2303.4. COAST LUMBER INSPECTION BUREAU (WCLIB): 12.6. IN ADDITION TO LOADS SPECIFIED ELSEWHERE, DESIGN PREFABRICATED WOOD TRUSS > B. FOUNDATIONS 1.1. STUDS: DOUG FIR LARCH STUD GRADE OR BETTER BOTTOM CHORDS FOR 10 PSF DEAD LOAD L 1.2.JOISTS: DOUG FIR LARCH NO.2 OR BETTER 12.7. DRILL LAG BOLT LEAD HOLES TO MATCH THE LAG BOLT SHANK DIAMETER AND HALF THE 1.FOUNDATIONS HAVE BEEN DESIGNED FOLLOWING RECOMMENDATIONS PRESENTED IN IRC CHAPTER 4. 2. ALL NAILS SPECIFIED ARE TO BE COMMON WIRE NAILS, UNLESS NOTED OTHERWISE. SHANK DIAMETER FOR THE THREADED PORTION. INSTALL THE FOUNDATION AND FLOOR SLABS ACCORDING TO IRC RECOMMENDATIONS. 3. SPLICE DOUBLE TOP PLATE AT 4'-0" MINIMUM USING (24) 16d NAILS EACH SIDE OF 2.PLACE FOOTING ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PLACED OVER UNDISTURBED THE SPLICE. E. MISCELLANEOUS NATURAL SOILS. FILL SHALL BE APPROVED BY A SOILS ENGINEER. PLACE FILL IN UNIFORM LIFTS (8" MAX.) 4. PROVIDE HEADERS FOR OPENINGS IN WALLS ACCORDING TO THE FRAMING PLAN 0 AND COMPACT TO 95% STANDARD PROCTOR ACCORDING TO ASTM D1557. 5. FRAMING CONNECTORS, ANCHORS, AND HANGERS SHOWN ON THE DRAWINGS ARE THE 1. ELEVATIONS REFERENCE MAIN FLOOR ELEVATION, SET AT 0'-0". Q 3.ENGINEERED FILL SHALL BE SELECTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. PRODUCTS OF SIMPSON STRONG-TIE COMPANY(OR EQUIVALENT), SAN LEANDRO, CALIFORNIA 2. COORDINATE OPENINGS AND EMBEDDED ITEMS NOTED ON ALL CONSTRUCTION DOCUMENTS 4.EXISTING FILL, IF ENCOUNTERED, SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL. AND ARE DESIGNATED BY MANUFACTURER'S STANDARD PRODUCT NUMBERS. FOLLOW ALL WITH APPROPRIATE TRADES. 5.PLACE INTERIOR SLABS ON GRADE ON 4"OF 3/4" MINUS GRANULAR FILL OVER A VAPOR RETARDER. MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE. 3. BEFORE FABRICATION, HAVE SHOP DRAWINGS REVIEWED BY ARCHITECT AND/OR ENGINEER. �nn 6.PROTECT SOILS BENEATH SLABS AND FOOTING FROM FREEZING. 6. WALL SHEATHING: 7/16"APA RATED SHEATHING, PANEL RATING 24/16, ATTACH WITH 16 GAUGE x 4. TEMPORARILY BRACE THE STRUCTURE TO RESIST ALL LOADS OR COMBINATIONS OF LOADS V W 7.PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE AVOID EXCESSIVE WETTING OR DRYING OF 1 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, U.N.O. ALL UNTIL ALL PERMANENT ELEMENTS ARE IN PLACE AND ALL CONNECTIONS ARE COMPLETE. z FOUNDATION EXCAVATIONS. PANEL EDGES SHALL BE BLOCKED. 7. ROOF SHEATHING:7/16"APA RATED SHEATHING, PANEL RATING 24/16, ATTACH WITH 8d NAILS AT F. SPECIAL INSPECTIONS 0 0 C. CONCRETE 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, U.N.O. 8. FLOOR SHEATHING: 7/8"APA RATED SHEATHING, PANEL RATING 48/24, ATTACH WITH 10d NAILS 1. SPECIAL INSPECTIONS AS REQUIRED IN IBC CHAPTER 17, SECTION 1705, IS REQUIRED AS NOTED - J 1.PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 318-14 "STANDARD SPECIFICATION FOR FOR THE FOLLOWING ITEMS IF PRESENT IN PROJECT. THE CONTRACTOR SHALL PROVIDE AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING, U.N.O. STRUCTURAL CONCRETE" UNLESS NOTED OTHERWISE 9. PROVIDE 1/8 . " GAP AT CONSTRUCTION PANEL BUTT JOINTS cn MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO INSPECTION w m Q 2.ASTM C150 TYPE 1/11 CEMENT 2. CONCRETE: 3.MINIMUM CEMENT CONTENT: 450#/YD 10. GLUED LAMINATED TIMBERS: ANSI/AITC A190.1, 24F-V4 DF/DF U.N.O. 2.1 NOT REQUIRED, SEE IBC SECTION 1705.3, ITEM 2.3. CONCRETE DESIGN BASED ON 2500 PSI ui 11. ENGINEERED WOOD PRODUCTS (WOOD I-JOISTS, WOOD & METAL OPEN-WEB JOISTS, M U 0 4.ENTRAINED AIR: 5% (+/- 1 1/2%)AT ALL CONCRETE EXPOSED TO FREEZING (EXT. LAMINATED VENEER LUMBER, AND PARALLEL-STRAND LUMBER) SHOWN ON THE DRAWINGS COMPRESSIVE STRENGTH. o - O SLABS, FND. WALLS, ETC.) ARE THE PRODUCTS OF WEYERHAUSER(OR EQUIVALENT)AND ARE DESIGNATED BY THE 3. BOLTS INSTALLED IN CONCRETE: 0 U p U 5.MAXIMUM SLUMP: 4" (WITHOUT SUPERPLASTICSIZER) MANUFACTURER'S STANDARD PRODUCT NUMBERS. THE INTENT OF THE DESIGN IS FOR THESE 3.1 PROVIDE SPECIAL INSPECTION FOR EPDXY ANCHORS 2 < 6.28 DAY STRENGTH: fc: 3500 PSI RECOMMENDED (DESIGNED FOR 2500) 4. STRUCTURAL STEEL: ITEMS TO BE ATTACHED TO EACH OTHER AND TO THE SURROUNDING STRUCTURE TO BEHAVE 7.NORMAL WEIGHT AGGREGATE, 1 1/2" MAX FOOTINGS, 3/4" MAX ELSEWHERE AS A SYSTEM. WHETHER SHOWN OR NOT, PROVIDE ACCESSORY ITEMS (BLOCKS, CLIPS, 4.1 PROVIDE SPECIAL INSPECTION PER IBC SECTION 1705.12.1.1 AND AISC 360 OR AISC 341 (FOR O Q 8.WHERE TOP SURFACES OF CONCRETE SLABS ARE SHOWN TO BE RECESSED MORE THAN 1/2", THICKEN STIFFENERS, STRAPS, ETC.), DESIGNED BY THE MANUFACTURER, FOR A COMPLETE SYSTEM. SEISMIC CONTROLLED DESIGN) Q z J SLAB TO MAINTAIN INDICATED SLAB THICKNESS. 5. STRUCTURAL WOOD: U 9.SLAB JOINTS ARE INDICATED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY, AT CONTRACTOR'S OPTION, FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND USE. 5.1 PROVIDE SPECIAL INSPECTION PER IBC SECTION 1705.5.2 FOR METAL PLATED WOOD " Q W 11.1. FABRICATED WOOD JOISTS:ASTM D2559 � BE SUBSTITUTED FOR CONTRACTION JOINTS. 11.2. LAMINATED VENEER LUMBER:ASTM D2559 TRUSSES SPANNING 60 FEET OR GREATER IF PRESENT. _._I J 10. DO NOT USE CHLORIDE ADMIXTURES IN CONCRETE. Fb: 2600 PSI CQ Q 11. REINFORCING BARS: ASTM A615, GRADE 60 Fv: 285 PSI G ASTM A706, GRADE 60 (WHERE INDICATED TO BE WELDED) Fc: 2510 PSI LIJ 12. DETAIL REINFORCING BARS ACCORDING TO LATEST EDITION OF ACI DETAILING MANUAL. E: 2.OE6 PSI z 13. MINIMUM REINFORCING BAR COVER: 3"AT UNFORMED SURFACES EXPOSED TO EARTH LLI 1 1/2"AT FORMED SURFACES EXPOSED TO EARTH OR WEATHER Q 3/4"AT SLABS AND AT WALLS NOT EXPOSED TO EARTH OR WEATHER o w SYMBOL LEGEND : GENERAL PLAN NOTES : SHEET INDEX: ABBREVIATIONS : CONTRACTOR IS TO VERIFY ALL DIMENSIONS AT JOBSITE 0.0 GENERAL STRUCTURAL NOTES DETAIL IDENTIFICATION 1 INTERIOR/ EXTERIOR PRIOR TO PROCEEDING WITH THE WORK. ANY S1.0 FOUNDATION PLAN A/C AIR CONDITIONER EW EACH WAY PSL PARALLEL STRAND LUMBER SHEET WHERE DETAIL APPEARS A-1 ELEVATION REFERENCE DISCREPANCIES FOUND SHALL BE REPORTED TO S2.0 SHEAR WALL / HEADER PLAN BLDG BUILDING EXIST EXISTING PT PRESSURE TREATED PERFORMANCE ENGINEERS FOR EVALUATION. BEGINNING BLKG BLOCKING EXP EXPANSION REINF REINFORCEMENT/REINFORCING WORK WITHOUT PROPERLY VERIFYING DIMENSIONS SHALL S3.0 UPPER LEVEL FRAMING PLAN BM BEAM FDN FOUNDATION REF REFRIGERATOR S4.0 UPPER LEVEL SHEAR/HEADER PLAN BOT BOTTOM FIN FINISHED REQD REQUIRED SS\ONAL F� DETAIL IDENTIFICATION 1 BUILDING /WALL SECTION BE AT THE SOLE RISK OF THE CONTRACTOR. BRG BEARING FLR FLOOR RI ROUGH IN �� C,\STER C� SHEET WHERE DETAIL APPEARS A-1 REFERENCE S5.0 ROOF FRAMING PLAN F F� DIMENSIONS SHOWN DO NOT INCLUDE THE THICKNESS OF SD1.0 FOUNDATION DETAILS BTWN BETWEEN FTG FOOTING SL SLIDING ANY APPLIED FINISH MATERIALS. DIMENSIONS ARE EITHER CL CENTERLINE FUR FURNACE SH SINGLE HUNG DETAIL IDENTIFICATION 1 DETAIL REFERENCE SD2.0 FRAMING DETAILS CANT CANTILEVER FX FIXED STD STANDARD SHEET WHERE DETAIL APPEARS A-1 TO FACE OF STUD, FACE OF MASONRY, OR CENTERLINE OF SD2.1 CANOPY DETAILS CLR CLEAR GLB GLULAM BEAM STIFF STIFFENER �� /22�0 OPENINGS OR STRUCTURE. s TF OF \OP CMU CONCRETE MASONRY UNIT HDR HEADER T&G TONGUE AND GROOVE �y ROOM NAME BEDROOM ALL INFORMATION CONTAINED WITHIN THESE DRAWINGS CO CASED OPENING HORIZ HORIZONTAL TO TOP OF �wN REED COL COLUMN LONG LONGITUDINAL TRANS TRANSOM ROOM SIZE 10'-0"x12'-0" ROOM REFERENCE AND ARE INTENDED TO MEET OR EXCEED 2018 IBC. ALL CEILING HEIGHT 9'CEILINGHEIGHT CONC CONCRETE LSL LAMINATED STRAND LUMBER TYP TYPICAL DESIGN CRITERIA NOT SHOWN ON THESE PLANS ARE TO DATE: 01/26/2022 FLOOR COVERING CARPET CONN CONNECTION/CONNECTOR LVL LAMINATED VENEER LUMBER VERT VERTICAL CONFORM TO THE 2018 IBC. SCALE: AS NOTED CONT CONTINUE/CONTINUOUS MIN MINIMUM W/ WITH CONTR JT CONTRACTION JOINT OC ON CENTER W/H WATER HEATER DESIGN BY: OTHERS ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND COV'D COVERED OSB ORIENTED STRAND BOARD WS WATER SOFTENER DESIGN REVIEW: CRP a a a GRAVEL WOOD MEMBER NATIONAL CODES. DF DOUGLAS FIR PAR PARALLEL W/O WITHOUT STRUCTURE BY: CRP DBL DOUBLE PE PRE-ENGINEERED STRUCTURE REVIEW: SGR EARTH BATT INSULATION THE CONTRACTOR IS RESPONSIBLE FOR ALL FEES, PERMITS JOB NO.: 2022-12675 AND INSPECTIONS AS REQUIRED BY GOVERNING AGENCY. EA EACH PED PEDESTAL CONCRETE ELEV ELEVATION PERP PERPENDICULAR RIGID INSULATION o'-0"T.o.FINISH FLR. ELEVATION ALL CONSTRUCTION DEBRIS IS TO BE CONTAINED NEATLY PERMIT SET ON SITE UNTIL DISPOSED OF. BREAK LINE SHEET NOTE: THIS IS A STANDARD LIST. SOME OF THE LISTED ABBREVIATIONS MAY NOT APPEAR IN THE DRAWINGS FOR THIS PROJECT. 0.0 ©COPYRIGHT 2022 �8 IDIAN— APPRDVED b.app. tll o nspeclions le 7 ,_ldlesa of the information on mp app—pl.—Th. THIS PLAN FOR BASIS OF IDEAS IS a�oved plops,mdumns spy n°a re.ip.,pppna.ere THE PROPERTY OF FOUNDATION LEGEND FOUNDATION NOTES. PERFORMANCE ENGINEERS.ANY P.-itNpmbe,'° w-,pum,a FORM OF DUPLICATING OR USE OF ALL OR ANY PLANS,DRAWINGS STEMWALL TO BE FIXED TO FOOTING w/ REBAR AS SPECIFIED AS AND DESIGNS IS PROHIBITED. - INDICATES 6" CONC. WALL PER THE 2018 IBC IN COORDINATION WITH CITY AND/OR COUNTY ©COPYRIGHT2022 - INDICATES CONC. SPECIFICATIONS. (SEE PLAN FOR THK.) C - INDICATES FOOTING TOP OF SURFACE OF FOOTINGS TO BE LEVEL. BOTTOM SURFACE— OF FOOTING SHALL NOT HAVE A SLOPE EXCEEDING 10/0. - INDICATES 2x STUD PONY WALL PROVIDE DRAINAGE AROUND FOUNDATION TO PREVENT WATER X�77'- 1" - INDICATES 2x BEARING WALL ACCUMULATION AS REQUIRED ON SITE. W ALL FOOTINGS AND FOUNDATION COMPONENTS HAVE BEEN 26'- 11" 2'-0" 5'-9" 8'-7" 5'-9 1/2" 2' -0" 26'-0 1/2" F1 DESIGNED FOR A SOIL BEARING PRESSURE OF 1,500 PSF. Lu - INDICATES FOOTING CALLOUTS —F4— — — — — DIMENSIONS ARE TO CENTERLINE OF PONY WALLS & PAD W 1 AP, - INDICATES FOOTING CALLOUTS FOOTINGS BUT EDGES OF STEM WALLS U.N.O.. W N - - N N o o i� — ■ INDICATES LOCATION OF HOLD DOWN, ALL POSTS (NOT IN WALLS)TO HAVE SIMPSON CB POST BASE. Z — — — — — — — — — — — — — — — — — — — — — _ r — — — — L — — — — — — — — — — — — — — — — — — — — — — SEE DETAIL 7/SD1.0 INSTALLED PER MANUFACTURER REQUIRMENTS. N o 0 t t (V I ag — — — — — — — — — — — — — — - J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I Z FOOTING SCHEDULE 106■ W TYPE MARK SIZE WxLxD REINFORCING COMMENTS F1 12"x 8"x Cont. (2)#4 CONT. r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I F2 16"x 8"x Cont. (2)#4 CONT. TYP. U.N.O. F4 24"x 8"x Cont. (2)#4 CONT. I I I I PAD FOOTING SCHEDULE An InteFr 'Company o I I o o I I o TYPE MARK SIZE WxLxD REINFORCING COMMENTS 0o I I oo 00 I I o0 P2 24"x 24"x 8" (2)#4 EA.WAY 1102 N. IN NAM PA,, IDAHDAHO 8368787 I I (3)#4 EA.WAY PH.(208)475-0040 9-1/2"TJI 210s @ 24" O.C. I P4 36"x 36"x 8" I I F1 I I (4)#4 EA. WAY P5 42"x 42"x 8" (4)#4 EA.WAY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J m FLOOR FRAMING NOTES 26'-6 3/4" 18'- 10" 30'-8 1/4" I THIS LAYOUT IS INTENDED TO BE USED AS A GENERAL GUIDELINE ONLY. ALWAYS REFER TO _ I THE FINAL LAYOUT PROVIDED BY THE "I-JOIST" P4 — F2 — — — I I SUPPLYING COMPANY FOR ACTUAL PLACEMENT 4x4 DF#2 POST I AND DESIGN OF"I-JOISTS". z � 0 _ I C o_ L I w C_ Z — - co (3)STUDS IN WALL `' `' I V12 Io Of o P5 ABOVE CONTINUE II _ o VF2 ILL `" DOWN TO FOOTING. I I I ujz— — — — — — — — — — — — — — — I I I I I � 0 — — — — — - — I 4'-3 1/2"' 13'- 11 3/4" — — — — — — — — — — — — — — — I I w o0 wo cq I � I I I I F2 moo_ o I I o o (2)STUDS IN F2 WALL I I F2 ABOVE CONTINUE I L —r — 0 o I I TYP. @ DOWN TO FOOTING. PONYWALL I o F2 o Z — F1 SD1. AP F2 1 3/4" F2 I r� P2 3'- 10" — — — — — — — — — — — — — — — — s — — — — — J I N I I CD — — - — — — — — — — — — — — — — _ 0 P2 J 5'- 1 3/4" L P2 T12'-3 1/4" 4'-3 1/2" 3'- 11 3/4" I I J z 15'- 10 1/4" I - D Q (3)STUDS IN WALLS I iv w m Q J v I - ABOVE CONTINUE I I Z 4x4 DF#2 POST rn DOWN TO FOOTING. I 0 LLJ t � t U o Z 6 _bo -1 0o Q sD1. 0 LL 2 LL AP3 P3 I TYP. w O m Q F1 /P\2 — F2 A I Q Q UZ L=�=MZ — r — — — - — — Q O 15- 10 1/4" 17'-6" -4 1/4' 3'- 10" I I G LL c i I I ch ABOVE CON S I LIDS INTINUE I I ch � ( ) (3)STUDS IN WALL I v 0 DOWN TO FOOTING. ABOVE CONTINUE Z DOWN TO FOOTING. I I Q 0 Lu TJI 210s @ 24" O.C. _ Lu I F1 L — — — — — — — — — — — — — — — — — — — I — I — I — — — — — — — — J t r — — — — — — — — — — — — — — — — — — — — — — — — — — — I II I I TYP. CRAWL ACCESS OPENING. LOCATIONS CAN I ti BE MOVED/ADDED BY 00 o0 I I CONTRACTOR AS NEEDED I I 00 I I L — - - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - - - - - - - -7- - - - - — — — — — — — — — - - - - - - - - - - - - - - - - - �`��srE��ti as � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —F4— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8 TYP. �'� /22 O 77'- 1" SD1. OF VD wN REE DATE: 12/14/18 SCALE: AS NOTED DESIGN BY: OTHERS DESIGN REVIEW: CRP STRUCTURE BY: CRP STRUCTURE REVIEW: SGR JOB NO.: 2022-12675 FOUNDATION PLAN PERMIT SET 1 4" = 1'-0" SHEET S1 .0 ©COPYRIGHT 2022 may`E IDIAN APPROVED eu plans M1ave been rountl b suhsranlial compliancewith applicable builtling une at Imp coves .111— Code des tectlom lll nue ro be com,cree reg,ral.,,ouM1.broppaiop op tM1„ppr plan,.- THIS PLAN FOR BASIS OF IDEAS IS rcree plans,ind.dimg any gacM1etl review repoas,are THE PROPERTY OF agnirea b be on the consapaion ime pr in,peabn,. PERFORMANCE ENGINEERS.ANY Permit Nu Dd1etNmber.c++ SHEARWALL FLOOR PLAN LEGEND HEADER & BEAM NOTES FORM OF DUPLICATING OR USE OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. - INDICATES 2x STUD WALL 1. ALL HEADERS ARE TO BE (2)2x6 STD. U.N.O. ©COPYRIGHT 2022 P7T/T� - INDICATES 2x BEARING WALL 2. AT CONTRACTORS OPTION, DOUBLE 2x DF#2 ® - INDICATES SHEAR WALL HEADERS CAN BE REPLACED WITH A SINGLE 4x DF#2 MEMBER OF EQUAL OR GREAER DEPTH ■ - INDICATES LOCATION OF HOLD DOWN AT ALL LOCATIONS. 3. ALL BEAMS DESIGNATED AS "LVL"ARE TO BE Y1 1 Y2 1 EQUAL OR GREATER THAN THE 2.0E MICROLAM LVL 1 3/4"x DEPTH SPECIFIED ON PLANS. 4. ALL SURFACES OF EXTERIOR ENGINEERED Z W LUMBER TO BE PROTECTED FROM MOISTURE. (2)2x8 DF#2 5. (1)TRIMMER EA. END OF OPENINGS, U.N.O. W (1) KING STUD EA. END OR OPENING, U.N.O. Z W3 6. TYP. WALL FRAMING: 2x6 DF#2 STUDS @ 16" o (3)2x12 DF#2 (2)2x8 DF#2 (2)2x8 DF#2 (3)2x12 DF#2 O.C. `` W Z (2) KING STUDS @ EA. LL END OF OPENING LL o o x N x N N An InteFrome Company 1102 N. FRANKLIN BLVD. NAMPA, IDAHO 83687 PH. (208)475-0040 m it LL 0 N (2)2x6 DF#2 (2)2x6 DF#2 z O ----- ------ --- 1— > OI I I I I I I I U a Z O Q O 00 LL :D w CO =) z J LL c O --- __-- I i c� --------�i Cx H Q c%3 I 0 0 I � N N W IL# � w p HD1 0 L. (V I Q ,i OSB SHEAR WALL SCHEDULE wi -------_�I SIDES SHEET NAILING (U.N.O.) —Hp2 SHEET STAPLING Z ___-----�I W1 MARK SHEATHING OF NAILING PERIMETER/FIELD BLK'G BOTTOM PLATE z WALL PERIMETER/ INTO RIM _ Q W1 7/16"APA O 1 8d @ 6/12 OR 16ga.x1 1/2" @ 3/12 YES (2) 16d NAILS 0 RATED PER 16" NAILS N 7/16"APA (3) 16d NAILS D Q LLI W2 RATED 1 8d @ 4/12 OR 16ga.x1 1/2" @ 2/12 YES PER 16" NAILS cwn m Q x OW3 7/16"APA 1 8d @ 3/12 YES (4) 16d NAILS T_ V Q RATED PER 16" BAY O _ Q W _ 7/16"APA W4 1 8d @ 2/12 (4x STUDS @SHEATHING YES (4)SDS SCREWS LL N L O RATED PERIMETER) PER 16"BAY w m O Q J 7/16"APA (5)SDS SCREWS Q z J J W5 2 8d @ 3/12 YES I I RATED PER 16" BAY Q LO HD2 (2)2x6 DF#2 HD1 GYP. SHEAR WALL SCHEDULE J ILL 7/16" GYP. 5d COOLER (2) 16d NAILS o W BOARD 2 @ 6/6 NO PER 16" BAY Q x LLJ N 1/2" GYP. 5d COOLER (2) 16d NAILSTZ BOARD 2 @ 6/6 YES PER 16"BAY (n FF GYP. 25d COOLER NO BOARD @ 4/4 PER 16"BAY w WC 1BOARD 2 @ 4/OGLER YES (2) 16d NAILS PER 6"BAY TYPICAL NOTES: 1. ALL SHEATHING PANEL EDGES SHALL BE BLOCKED U.N.O. 2. PROVIDE SAME NAILING PATTERN ABOVE AND BELOW OPENINGS AS ADJACENT SHEAR PANEL. 3. ALL EXTERIOR WALLS SHALL BE SHEARWALL"W1"WITHOUT BLK'G U.N.O. 4. FASTEN GABLE/RIM TO SHEAR WALLS BELOW w/ 10d TOE NAILS @ 6" O.C. U.N.O. 5. FASTEN TRUSS HEELS TO SHEAR WALLS W/ H2.5A AND (2) 10d TOENAILS @ EACH HOLDOWN SCHEDULE STRAP # NL (3)2x10 DF#2 (3)2x10 DF#2 (3)2x10 DF#2 (2)2x6 DF#2 (2)2x6 DF#2 (2)2x6 DF#2 MARK STRAP TYPE FASTENERS STUODS ANCHOR BOLT STUODS FASTENERS ��i5�o SAE'y�G'/L LSTHD8 OR (20) 16d W1 LSTHD8RJ w/RIM SINKERS 2 OR DTT2Z w/ 1/2"Ox10" 2 (8) 1/4"x 1-1/2" SDS STHD10 OR (24) 16d HDU2-SD2.5 w/HD2 d' /22 O STHD10RJ w/RIM SINKERS 2 OR SB5/8x24 OR PAB5 @ 2 (6) 1/4"x 2-1/2" SDS jF P� INT. PONY WALLSOF �wN REED HD3 STHD14 OR (30) 16d 2 OR HDU5-SD2.5 w/ 2 (14) 1/4"x 2-1/2" SDS STHD14RJ w/RIM SINKERS SB5/8x24 OR PAB5 @ INT. PONY WALLS DATE: 09/18/2018 HDU8-SD2.5 w/ 3 (20) 1/4"x 2-1/2"SDS SCALE: AS NOTED SB7/8x24 OR PAB7 @ DESIGN BY: OTHERS INT. PONY WALLS DESIGN REVIEW: CRP HDU11-SD2.5 w/ 4 (30) 1/4"x 2-1/2" SDS STRUCTURE BY: CRP SB1x30 OR PAB8 @ INT. PONY WALLS STRUCTURE REVIEW: SGR JOB NO.: 2022-12675 HDU14-SD2.5 w/ 4 (36) 1/4"x 2-1/2" SDS SB1x30 OR PAB8H @ INT. PONY WALLS PERMIT SET SHEARWALL / HEADER PLAN PAB10 Hp7 _ _ _ HD1 DS2.5 w/ 4 PA (5) 1" BOLTS SHEET 1/4" = 1'-0if NOTE: 1. THIS IS A STANDARD LIST. SOME OF THE LISTED ABBREVIATIONS MAY NOT APPEAR IN THE DRAWINGS FOR THIS PROJECT. S2.0 2. POSTS TO BE NO. 1 AND BETTER ©COPYRIGHT 2022 �E IDIAN— APPROVED ve been round to t om plian applicabbe buildi"codes.Code-ith repectlons regard)...1 the infam,ation on the approved plans.TM1a tw�neare.'ewre opd.",;re°r THIS I THE PROPERTY OF M1eemeO^>nen'o.` n FRAMING PLAN LEGEND PERFORMANCE ENGINEERS.ANY Date:oamarzz parmfNpmbar:�,aw-=pum,a FORM OF DUPLICATING OR USE OF ALL OR ANY PLANS,DRAWINGS 0 -INDICATES BEARING WALL AND DESIGNS IS PROHIBITED. ©COPYRIGHT 2022 -BEAM AS SPECIFIED ON BEAM SCHEDULE -JOIST AS SPECIFIED ON PLAN NOTES: -LAP DOUBLE 2x TOP PLATE W/(2) ROWS OF 10D NAILS FOR 30" EITHER SIDE OF SPLICE -PROVIDE (2)STUDS @ EA. BEAM/GIRDER BEARING OR MATCH BEAM/GIRDER WIDTH W Q W FLOOR FRAMING NOTES Z 0 THIS LAYOUT IS INTENDED TO BE USED AS A O GENERAL GUIDELINE ONLY.ALWAYS REFER TO THE FINAL LAYOUT PROVIDED BY THE "I-JOIST" SUPPLYING COMPANY FOR ACTUAL PLACEMENT Z AND DESIGN OF "I-JOISTS". ICLm W i An InteFrq=Company 1102 N. FRANKLIN BLVD. NAMPA, IDAHO 83687 PH.(208)475-0040 POCKET BEAM IN WALL } AT-10'-0". CEILING WILL co U HIDE BEAM 2x12 DF#2 LEDGER W/ ATTACH BEAM TO USE IUS2.37/11.88 JOIST (3) ROWS OF 3.5" SIDS - POST IN WALL W/ HANGERS AS NEEDED 9 SCREWS @ 16"O.C. CC64 POST CAP SD2. 2x12 DF#2 (3)24" LVL STRINGERS zo D jHHUS410 HANGER I 8 10 DBL JOIST w U) vsIM z Lu O 2x12 DF#2 w z!!I STRINGERS 04 -- 0 N C) O 11 w SD2. --- �, I JI --- --- % 0000 til o I10 SD2. I 7 rr� (2)2x12 DF#2 t D2. V z IN 0 ATTACH BEAM TO I LJ it J 4x4 POST IN WALL W/ 7 I Q CC44 POST CAP SD2 I } Z w m 11-74'TJI210s @ 24"O.C. I `x � LLJ C I G I I o V 0 Q o LL < LL w p < w — _� — _� — —I— — 4— U L (2)24" LVL 9 J ATTACH BEAM TO r8 9 Q 4x4 POST IN WALL W/ SD2 2x12 DF#2 LEDGER W/ SD2. SD2. C ECC44 POST CAP (3) ROWS OF 3.5" SIDS G w SCREWS @ 16" O.C. 2x12 DF#2 LEDGER W/ (3) ROWS OF 3.5" SDS SCREWS @ 16" O.C. Q z Q i w i g SS�ONAL FN � STER�C G\ J'] /22 O OF wN REED DATE: 05/03/2022 SCALE: AS NOTED DESIGN BY: OTHERS DESIGN REVIEW: CRP STRUCTURE BY: CRP STRUCTURE REVIEW: SGR JOB NO.: 2022-12675 UPPER FLOOR/LOWER ROOF FRAMING 1/411 = 11_011 PERMIT SET SHEET S3.0 ©COPYRIGHT 2022 may`E IDIAN APPROVED eu plans M1ave been rountl b suhsranlial cpmplianuwith applicable builtling cotles .111 .Code odes buns atImpectlpm lll nue ro b,cprncbe ..g,ral.,,oub.broppaiop op tM1„ppr pl,n=.- THIS PLAN FOR BASIS OF IDEAS IS a rcue plans,inclutlieg- THE THE PROPERTY OF re-d b b=pn the construction ime pr in,peabn,. PERFORMANCE ENGINEERS.ANY Permit Nu Dd1etNmber. SHEARWALL FLOOR PLAN LEGEND HEADER & BEAM NOTES FORM OF DUPLICATING OR USE c++ OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. O - INDICATES 2x STUD WALL 1. ALL HEADERS ARE TO BE (2)2x6 STD. U.N.O. ©COPYRIGHT2022 - INDICATES 2x BEARING WALL 2. AT CONTRACTORS OPTION, DOUBLE 2x DF#2 - INDICATES SHEAR WALL HEADERS CAN BE REPLACED WITH A SINGLE 4x DF#2 MEMBER OF EQUAL OR GREAER DEPTH - INDICATES LOCATION OF HOLD DOWN AT ALL LOCATIONS. 3. ALL BEAMS DESIGNATED AS "LVL"ARE TO BE EQUAL OR GREATER THAN THE 2.0E MICROLAM LVL 1 3/4"x DEPTH SPECIFIED ON PLANS. 4. ALL SURFACES OF EXTERIOR ENGINEERED _� W LUMBER TO BE PROTECTED FROM MOISTURE. 5. (1)TRIMMER EA. END OF OPENINGS, U.N.O. W (1) KING STUD EA. END OR OPENING, U.N.O. Z 6. TYP. WALL FRAMING: 2x6 DF#2 STUDS @ 16" o O.C. `` W Z W An InteFr=Company 1102 N. FRANKLIN BLVD. NAMPA, IDAHO 83687 PH. (208)475-0040 Y1-2 Y2-2 m 8'-0" 8'-0" I N W1 (3) 11-7/8" LVL z0 U cn W 0 N (4) KING STUDS AND (2) TRIMMERS @ EA. END p OF OPENING N N W Q W (3) KING STUDS @ EA. S1 END OF OPENING W1 W1 0 OSB SHEAR WALL SCHEDULE z o SIDES SHEET NAILING (U.N.O.) OF SHEET STAPLING BLK'G BOTTOM PLATE C� J MARK SHEATHING NAILING PERIMETER/FIELD WALL PERIMETER/ INTO RIM z S3 7/16"APA W1 RATED 1 8d @ 6/12 OR 16ga.x1 1/2" @ 3/12 YES 16d NAILS 0 NAILS w 0 W2 7/16"APA RATED 1 8d @ 4/12 OR 16ga.x1 1/2" @ 2/12 YES PER 16 " NAILS w NAILS Q w 6 7/16"APA4) 16dW3 RATED 1 8d @ 3/12 YES (PER 6NBAY z0 w O c W4 7/16"APA 4x STUDS @ SHEATHING O 1 8d @ 2/12 ( YES (4)SIDS SCREWS p LL Q RATED PERIMETER) PER 16" BAY 2.i Q w o W5 7/16"APA (5)SIDS SCREWS LU O co ( O RATED PER 16" BAY Q z U J N GYP. SHEAR WALL SCHEDULE J � w x " S3 W1 8'_0" ti WA 7/16" GYP. 2 5d COOLER NO L1J S1 8 -0 O CC BOARD @ 6/6 (PER 16" BAYG J 1/2"GYP. 2 5d COOLER YES (2) 16d NAILS BOARD @ 6/6 PER 16" BAY Q w WB 1/2"GYP. 5d COOLER (2) 16d NAILS zQ BOARD 2 @ 4/4 NO PER 16" BAY w p O1/2"GYP. 5d COOLER (2) 16d NAILS W WC BOARD 2 @ 4/4 YES PER 16" BAY TYPICAL NOTES: 1. ALL SHEATHING PANEL EDGES SHALL BE BLOCKED U.N.O. 2. PROVIDE SAME NAILING PATTERN ABOVE AND BELOW OPENINGS AS ADJACENT SHEAR PANEL. 3. ALL EXTERIOR WALLS SHALL BE SHEARWALL"W1"WITHOUT BLK'G U.N.O. 4. FASTEN GABLE/RIM TO SHEAR WALLS BELOW w/ 10d TOE NAILS @ 6" O.C. U.N.O. 5. FASTEN TRUSS HEELS TO SHEAR WALLS W/H2.5A AND (2) 10d TOENAILS @ EACH STRAP SCHEDULE (STRAP/ALL THREAD TO CLEAR SPAN ACROSS RIM TO WALL BELOW) MARK STRAP TYPE STRAP #OF ANCHOR BOLT #OF FASTENERS SS\ONAL FN FASTENERS STUDS STUDS �� G\STERFC'ti MSTC28 16 16d 2 OR DTT2Z w/ 1/2"0 ALL 2 S1 SINKERS THREAD (8) 1/4"x 1-1/2" SDS S2 MSTC40 (32) 16d 2 OR HDU2-SD2.5 w/5/8"O 2 SINKERS (6) 1/4"x 2-1/2" SIDS d'J. /22�O ALL THREAD TF OF �QP y�wN REE�� S3 MSTC52 (48) 16d 2 OR HDU5-SD2.5 w/5/8"0 2 SINKERS (14) 1/4"x 2-1/2" SDS ALL THREAD DATE: 01/26/22 S4 MSTC66 (68) 16d 2 OR HDU8-SD2.5 w/7/8"0 3 (20) 1/4"x 2-1/2" SIDS SINKERS SCALE: AS NOTED ALL THREAD DESIGN BY: OTHERS DESIGN REVIEW: CRP S5 CMST14 (76) 16d 2 OR HDU11-SD2.5 w/ 1"0 4 (30) 1/4"x 2-1/2" SIDS STRUCTURE BY: CRP SINKERS ALL THREAD STRUCTURE REVIEW: SGR UPPER LEVEL SHEAR/HEADER PLAN SINKERS S6 CMST12 (98) 16d JOB NO.: 2022-12675 2 OR HDU14-SD2.5 w/ 1"0 4 (36) 1/4"x 2-1/2"SIDS /I �I 1 ALL THREAD 1/411 = 1_011 HD19-SDS2.5w/ PERMIT SET S7 1-1/4"O ALL THREAD 4 (5) 1" BOLTS SHEET NOTE: 1. THIS IS A STANDARD LIST. SOME OF THE LISTED ABBREVIATIONS MAY NOT APPEAR IN THE DRAWINGS FOR THIS PROJECT. S4.0 2. POSTS TO BE NO. 1 AND BETTER ©COPYRIGHT 2022 may`E IDIAN APPROVED eu plans M1ave been rountl b suhstanlial cpmplianuwith applicable builtling co .Code .11l1droes bteucnoelre atc Irem — re ,dl. ouM1.boe eio tM1„,pp ctl pomp pl,n,.- THIS PLAN FOR BASIS OF IDEAS IS rc d plans,including any gacM1etl review reports,are THE PROPERTY OF pirea b be on the consapaion e pr in,peabn,. PERFORMANCE ENGINEERS.ANY Dale'tb Permit N..Number. FORM OF DUPLICATING ORUSE OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. ROOF PLAN LEGEND ©COPYRIGHT2022 O - INDICATES 2x STUD WALL ® - INDICATES 2x BEARING WALL - INDICATES LOCATION OF SNOW DRIFT, SEE PLAN FOR LOADS SD2. SD2. 9 s 9 ROOF FRAMING NOTES Q LY 9 9 1. PROVIDE TWO STUDS AT ALL GIRDER/BEAM W BEARING LOCATIONS UNLESS NOTED OTHERWISE. z -28 PSF I FFF--:-j I I FF-1 I F7 I I2. SEE ROOF TRUSS LAYOUT FROM TRUSS MANUFACTURER O III FOR ACCURATE ROOF FRAMING PLAN. `` tD XXXX60 PSF c� N LLJ z 9 W 25 PSF SD2. �,� 60 PSF 28 PSF 3'-9" 44 PSFXXX - 4'-9" M 25 PSF 25 PSF N An InteFr re�Company 1 XA, 477777 777 ih 25 PSF 25 PSF 1102 N. FRANKLIN BLVD. NAMPA, IDAHO 83687 -36" DEEP P.E. ROOF TRUSSES @ 24" O.C. PH. (208)475 0040 25 PSF 44 PSF 44 PSF 00 25 PSF 9 25 PSF 25 PSF SD2. M CV t Z O H Q o_ > �o, O 29 PSF 3 U 29 PSF � z 9 SD2. O Q O SD2. I 50 PSF 9 0 LL 0 SD2. o � � z U) O U KXX> >M> cc > cl a> 0 X�\ > ><X> w af -36" DEEP P.E. ROOF TRUSSES @ 24" O.C. Q 0 16-24" DEEP P.E. ROOF TRUSSES (UPPER) @ 24" O.C. (n z NOTE: COORDINATE W/MECH. FOR RTU z WEIGHTS AND LOCATIONS. SPLIT RTU — Q LOAD EQUALLY BETWEEN CORNERS J AND APPLY TO TRUSSES w m Q U) o W C� U O z 50 PSF 0 L- Q LL 0 Q 44 PSF 25 PSF (29 P00 SF o SD2. 29 PSF � O J 25 PSF Q z LL M IL IL 20 iv 9 C O SD2. G 25 PSF 25 PSF 0 '-9 1/2" Q 0 -9" w -36" DEEP P.E. ROOF 41 KXX TRUSSES @ 24" O.C. 44 PSF --25 PSF 25 PSF 25 PSF 25 PSF > ?l �,.� ch --- 44 PSF ' 25 PSF CV x=a� XXXXXX\ >w K 1 "' X SllONAL F 60 PSF 28 PSF �G\STERFCti� 60 PSF 3 28 PSF SD2. d) /22 O TYP. 61 TF OF SOP Q, 9 ON REE�� SD2. DATE: 09/18/2018 SCALE: AS NOTED DESIGN BY: OTHERS DESIGN REVIEW: CRP STRUCTURE BY: CRP STRUCTURE REVIEW: SGR JOB NO.: 2022-12675 ROOF FRAMING PLAN PERMIT SET 1/4 = 1 -0 SHEET S5.0 ©COPYRIGHT 2022 may`E IDIAN APPROVED eu plans M1ave been rountl b suhsranlial compliancewith applicable builtling coves Code .111—des tune ar Impectlom wlllnei—fthomecree mge,al.,,oub.bro�maion on rbe,pprovee plan,.The THIS PLAN FOR BASIS OF IDEAS IS apprcue plans, d.ding any 6)arlacM1etlreview,epmrs are FOR A.B. SIZE & THE PROPERTY OF reg d b be on the construction Dale"Mime pr in,pecrbn,. p PERFORMANCE ENGINEERS.ANY 1 oa,uv P.-it Npmbe,: T p,,,„„�m,a YP FORM OF DUPLICATING OR USE DETAIL OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. Q V) ©COPYRIGHT 2022 LU LU U) z O = 0 _U Z WHERE SILL PL. IS DRILLED =) I 0 z — = OR NOTCHED MORE THAN R=3D FOR#8 BARS 4D (2 1/2" MIN ) =� CONC. SLAB, SEE PLAN 7 INDUCED CRACK . AND SMALLER 1/2 THE WIDTH, INSTALL ONE o BOLT EA. SIDE OF NOTCH R=4D FOR BARS NOTE: w Q LARGER THAN #8 TYPICAL HOOK USE OFFSET ONLY WHERE o_ o 0) W SPECIFICALLY DETAILED AND AT COLUMNS a, MAX. SLOPE 6 40 DIA., 2'-1" MIN. 40 DIA.,2'-1" MIN. III III III o 0 0 0 o Q W � 4"OF 3/4" COMPACTED ,1 1, 1, W 1 _--- __------- - AGGREGATE g g g O ----- ------------- CONTROL JOINT Z CONC. SLAB, SEE PLAN 06 o i �� OFFSET O — z —` o � PLAN 2x STUDS Z N SPACED SPLICE �' BEAM STIRRUPS 0� P�1 REINF. SEE 8 / SD1.0 SILL PL. a Lu CONCRETE 36D (2'-0" MIN.) 8" 8" (2)#4 BARS CONT. EA. SIDE � U.N.O. U.N.O. ° MASONRY 48D (2'-0" MIN.) -N 7c CONSTRUCTION JOINT An InteFrame Company 1. SAWED OR FORMED JOINT 2. SAW CUTT TTO BE MADEA CONTRACTORS S SOON AS POSSIBLE WITHOUT CONTACT SPLICE DAMAGING SURFACE 1 11/16" MAX 1102 N. F, IDAH N NAMPADAH 3. RECOMMEND JOINT BE PLACED 10'-0" O.C. MAX EA. WAY @ O 83687 87 COLUMN/BEAM TIE SPLICE CONDITIONS RATIO 2:1 NOT EXCEEDED EMBEDDED A.B. 'V' CUT BUT. OF STUD AS REQ'D PH. (208)475-0040 AT A.B. � a m � U 1 REINFORCING BAR BENDS 2 TYP. CORNER REINFORCEMENT 3 TYPICAL SLAB JOINT DETAILS 4 SILL PLATE ANCHORAGE S D 1 .0 1" = 1'-0" S D 1 .0 3/4" = 1'-0" S D 1 .0 3/4" = 1'-0" S D 1 .0 3/4" = 1'-0" z O � Q � O EXTERIOR PLYWOOD PER PLAN w a z U) oQOz ofI.-- w SIMPSON 'HDU' HOLDOWN OR u- � 2 2x6 P.T. SILL w/ 1/2"x 10"ANCHOR STRAP TIES REF. PLAN FOR 2x6 DF/L NO. 2 STUD w U U BOLTS @ 72" O.C. WASHER @ EA. TYPE w/SIMPSON 'SDS' SCREWS „ 2x6 DF/L NO. 2 STUD � Z WALL @ 16"O.C. 2x6 P.T. SILL w/ 1/2 f�x 10 WALL 16" O.C. m O NOTE: A.B. w/MIN. 7" EMBEDMENT. & ONLY PER MFR's SPECS ANCHOR BOLTS 72"O.C. @ Ln U U SINGLE TOP PLATE NOT MORE THAN 12" FROM INT. WALL FINISH, RE: ARCH. ALLOWED IF PONY CORNERS & ENDS FLOOR SHEATHING SB ANCHOR BOLT PER HOLD A. ' w/ N. 10d NAILS @ 6"O.C. w � N WALL STUD IS ALIGNED INTERIOR BEARING WALL, PER PLAN /� SEE, PLAN DOWN SCHEDULE BEDMENT. &NOT MORE THAN Q N 2x6 @ 16" O.C. EXT. LOAD 12 FROM CORNERS & ENDS FLOOR SHEATHING o o v WITH JOISTS EDGE NAIL SHEATHING FLOOR FRAMING, BEARING WALL SEE, PLANCD BLOCKING @ BEARING WALLS TO SILL PLATE SEE PLAN EDGE NAIL SHEATHING 16d @ 16" O.C. FLOOR SHEATHING, PER STRUCTURAL NOTES VERIFY FLOOR @ HOLD TO SILL PLATE FLOOR FRAMING, w af Ft AT SHEAR WALL 0 2x P.T. SILL PLATE CONT. DOWN LOCATION SEE PLAN FLOOR JOIST, PER PLAN T. . FINISH FLOOR 0'-0" 00 0-0 T.O.FINISH FLOOR T.O.GRADE - - -- - - - - - T.O. CONC. - FIN.GRADE T.O.GRADE Oz RE: CIVIL CONC. WALL, SEE PLAN #4 CONT. @ 12" O.C. (2) 10d TOENAILS 2x TOP PLATE CONC. WALL, RE: PLAN O' . as z DEEPEN STEM WALL #4 BAR @ 18" O.C. SEE PLAN z 2x4 @ 16"O.C. PONY WALL z z 2x TREATED SILL w/ 1/2"ANCHOR BOLTS o #4 CONT. @ 12" O.C. AS REQUIRED FOR PONYWALL, WHERE REQ'D Q @ 48" O.C. @ SHEAR WALLS OR HILTI X- EMBEDMENT N #4 BAR @ 18" O.C. 0 2x TREATED SILL w/ HILTI X-CP 72 0 J J CP 72 POWDER-ACTUATED FASTENERS i�I POWDER-ACTUATED FASTENERS @ 18" i 1 U SHEATHING REQ'D @ 18" O.C. MAX @ BEARING WALLS Z REINF. PER PLAN O.C. MAX @BEARING WALLS D Q AT SHEAR WALL 6mil. VIS-QUEEN 31;a a ,. a Lu m Q (MATCH NAILING & Z w w Q s Emil. VIS-QUEEN D �j W UJ SHEATHING ABOVE) w Q _ Q _ 0� _ z FOR HOLD DOWN ANCHORS USE p — O REINF. PER PLAN M U —SEE w g SIMPSON SB TYPE ANCHOR BOLTS _ O U- La _ SEE _ SEE M V PLAN M V PLAN REINF. PER PLAN w O Q �- PLAN REBAR PER PLAN PER PLAN Q z J 0 LL0 J z Q D r'5 , TYPICAL PONY WALL FOOTING 6 FOUNDATION @ PARALLEL JOISTS 7 TYPICAL EXTERIOR HOLDOWN DETAIL 8 FOUNDATION @ PERPENDICULAR JOISTS 2 O �1 - 3/411 - 1 -0 �1 - 3/4 - 1 -0 �1 - 3/411 - 1 -0 S D 1110 3/411 - 11-011 ILL 0 z Q 0 w 0 SAE F� /22 0 S TF OF \OPT y�WN REE�� DATE: 05/03/2022 SCALE: AS NOTED DESIGN BY: OTHERS DESIGN REVIEW: CRP STRUCTURE BY: CRP STRUCTURE REVIEW: SGR JOB NO.: 2022-12675 PERMIT SET SHEET SD1 .0 ©COPYRIGHT 2022 may`E IDIAN APPROVED eu plans M1ave been rountl b suhsranlial compH.—ith applicable buil..d coves Code .111-des tune at Impectlom wlll nue ro b,colrecree ..g,ral.,,ouM1.broppaiop op th.ppr pl,n,.- THIS PLAN FOR BASIS OF IDEAS IS reue plans,including- _-- w repoas,are THE PROPERTY OF pirea b be on the consapaion eprin,pedbn,. PERFORMANCE ENGINEERS.ANY Permit Number.u FORM OF DUPLICATING RUSE OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. ©COPYRIGHT 2022 EXTEND TO OUTSIDE OF PLATE STRAP TOP PLATE PARAPET PROVIDE BLOCKING 2x STUD WALL, OVER BEAM W/ ON EITHER SIDE PROVIDE BLOCKING PER PLAN MSTC40 U.N.O. EDGE NAILING POCKETED BEAM, ON EITHER SIDE PER PLAN 2x6 END VERT. (MIN.) 0 Q u- � W STUDS @ 16" DOUBLE 10 O.C. TOP PLATE w W � w 2x STUDS EA. SIDE _ _ W OF BEAM, PER PLAN SHEATHING MIN. 3"CONTINUE Q a Z 2x STUD WALL, 3 QQ SEE PLAN ,I EDGE NAILING w a W Z ........... POST PER PLAN OR 2x STUDS TO MATCH BEAM WIDTH, 2x6 BLKG SEE PLAN` POST PER PLAN OR 2x SIMPSON H2.5A STUDS TO MATCH BEAM WIDTH, PER PLAN @ EA. TRUSS WALL SHEATHING ALL SHEATHING EDGE NAILING 16d @ 8" O.C. An InteFr re�Company 8d @ 4" O.C. STAGGERED INTERIOR INTERIOR 1102 N. FRANKLIN BLVD. 2x BLKG EXTERIOR CORNER NOW SHEARWALL NAMPA, IDAHO 83687 SHEARWALL PH. (208)475-0040 1 BEAM BEARING DETAIL 2 POCKETED BEAM DETAIL 3 TYPICAL TRUSS BEARING 4 STUD WALL INTERSECTIONS m SD2.0 1 If = 1'-0" �2. 1 11 = 1'-0" �2. 1 if = 1'-0" SD2.0 3/4" = 1'-0" z O � EDGE NAIL SHEATHING > AND BOTTOM PLATE TO 0 TRUSS w a z o QO z 4'-0" 4'-0" ov W MIN. MIN. LL O LU W LU W 'u) U J U (2) ROWS OF (12) J HEADER, PER PLAN CO O D- d 16d NAILS @ 2 a CRIPPLE STUD TO N U U co co 1/2" O.C. U) MATCH WALL STUD N 2" STAGGERED Q N MIN. 16d END NAILS (SDS o DBL. TOP PL. SCREWS IF OPENING DOUBLE 2x TOP > CD _ LARGER THAN 10') ROOF PLATE LU SHEATHING INTERIOR WALL SHEATHING/FINISH EDGE NAIL SHEATHING -ROOF TRUSS, TO LEDGER SEE PLAN o 2x WALL FLOOR SHEATHING ATTACH TRUSS TO rrnn WALL W/H2.5A V z (1) FULL HEIGHT 2XSILL Q KING STUD U.N.O. J () 1800# DRAG TRUSS NAILED TOJ FLOOR SHEATHING w m >- J UPPER FLOOR WALL W/(2) -UPPER FLOOR 2x WALL j LLJ Q Q (1)TRIMMER NAILS IN TOP AND BOTTOM FRAMING, SEE PLAN STUD U.N.O. Oz V W CHORD INTO EVERY STUD Of HANGER, SEE PLAN p 0 WOOD BEAM, SEE 2 STUDS @ 16" �� 2x12 DF#2 LEDGER,-, � LL O.C. CRIPPLE STUD TO PLAN O MATCH WALL STUD SEE PLAN J z Q G ('5 WALL TOP PLATE SLICE DETAIL 6 TYPICAL HEADER DETAIL 7 DRAG CONNECTION 8 FLOOR/ROOF CONNECTION J �2. 3/4" = 1'-0" �2. 3/4" = 1'-0" �2. 3/4" = 1'-0" �2. 111 = 1'-0" Q L.L 0 z g TRUSSES BEAR ON TOP OF WALL/BEAM (NOT w SHOWN FOR CLARITY) g CS16 OR CMSTC16 DBL TOP PLATE FLOOR FLOOR COIL STRAP FOR 48" SHEATHING SHEATHING RIM BOARD RIM BOARD (2) KING STUDS 2x12 DF#2 STAIR STRINGER (ATTACHED DBL TOP TO PERP. WALL) NONE PLATE STRINGGERR STAIR @ SIM STRINGER, NAILED TO WALL W/(4) ROWS OF 10d NAILS @ 16" O.C. FLOOR JOIST, 6" SEE PLAN FLOOR JOIST, SS\ONAL FN DBL TOP �7 SEE PLAN �� G\STEQ��'/� F PLATE BEARING WALL, WOOD BEAM, BEARING WALL, SEE PLAN SEE PLAN 2x LEDGER, SEE PLAN /22 O SEE 8/SD2.0 �, S TF O F 0 y�wN REE�� 9 BEAM BEARING DETAIL 10 JOIST BEARING DETAIL 11 JOIST BEARING DETAIL DATE: 05/03/2022 SD2.0 1" = 1'-0" L!SD22.0 1" = 1'-011 SD2.0 1" = 1'-011 SCALE: AS NOTED DESIGN BY: OTHERS DESIGN REVIEW: CRP STRUCTURE BY: CRP STRUCTURE REVIEW: SGR JOB NO.: 2022-12675 PERMIT SET SHEET SD2.0 ©COPYRIGHT 2022 �E IDIAN— APPRDVED ave been rand tp p-p applicabbe builtlingi"cad,.Cpeen es round at l n,pectlons red res,mi °mm.imo�m,ro,o, tn„ppmved plan,.TneTHIS PLAN FOR BASIS OF IDEAS IS pved plans,including any d d—apods,are THE PROPERTY OF M1eomeO nsa PERFORMANCE ENGINEERS.ANY Date:Permit N..Number. FORM OF DUPLICATING OR USE OF ALL OR ANY PLANS,DRAWINGS AND DESIGNS IS PROHIBITED. ©COPYRIGHT 2022 4x6 DF#2 BLK 5/8"0 THREADED ROD 1/4 TRUSS OR TRUSS 1/2" 0 TURNBUCKLE 1/4 5/8"0 THREADED ROD 1/2" 0 BOLT BLK BOTTOM CHORD (4)1/2"QS x4" LAG BOLTS 1" 4„ 1" 1/2" PL(CNTR'D) 4x6 BLKG 1/4" PLATE 6" 4x6 DF#2 BLK 4x6 BLKG 1/2" CLEVIS 1/4 1/4 �� SIMPSON DTT2Z 1" 4" 1" 1/2" QS TURNBUCKLE 1/2" BOLT (TYP) 1/4 1/4 1/2" PL (CNTR'D) C� SIMPSON DTT2Z (2)A35's @ EA. END ° A35's TO FACE OF BLK _ (TYP) 1/2" CLEVIS �� 1/4 AND HGS10KT TO BOTTOM T. 1/4" PL (CNTR'D) W 0 0 SIMPSON DTT2Z TYP EA. END 1/4 0 TRUSS OR TRUSS - v _ 1/2" PL (CNTR'D) 1/4 ( @ ) BLK BOTTOM CHORD ° ° iv "0 THREADED ROD W (4)1/2"QSx4" LAG � (6)1/2"QJ x4" LAG BOLTS tl 1/4" PLATE DOUBLE 2x TOP PLATE, 4x6 BLKG Z DOUBLE TOP PLATE o o 404 BEAM @SIM., PER PLAN 1/2" QS TURNBUCKLE A35's TO FACE OF BLK (6)1/2"0 x4" LAG BOLTS O 1/2" 0 TURNBUCKLE 5/8"0 THREADED ROD 4" AND HGS10KT TO BOTTOM 2x STUD WALL, 1/4" PLATE (TYP @ EA. END) 6x6x1/4" PL ill, 6" l�� SEE PLAN, NONE @ SIM. Lai' Z 1 CANOPY DETAIL A 2 CANOPY DETAIL B 3 CANOPY DETAIL C 4 CANOPY DETAIL D 5 CANOPY DETAIL E W SD2.1 3/4" = 1'-0" SD2.1 3/4" = 1'-0" SD2.1 3/4" = 1'-0" SD2.1 3/4" = 1'-011 SD2.1 1" = 1'-0" An InteFrq=Company 1/2" 0 TURNBUCKLE 1/4" PLATE 1102 N. FRANKLIN BLVD. 1/2" CLEVIS NAMPA, IDAHO 83687 PH.(208)475-0040 4x6 BLKG 1/4 1/2" PL(CNTR'D) SIMPSON LST115 1/4 1/4 CNTRD ACROSS TRUSS PARAPET OR WALL ABOVE 1/4 1/4" PL(CNTR'D) 1/4 A35's TO FACE OF BLK 1/4 FLOOR/ ROOF FULL HEIGHT TRUSS m AND HGS10KT TO BOTTOM ° TRUSSES OR FULL BLKG FIRST TWO BAYS 1/2" 0 TURNBUCKLE (TYP @ EA. END) 1/4 HEIGHT TRUSS BLKG 1/4 iv 4x6 BLKG 3/16 1-6 A35's TO FACE OF BLK 3/16 1-6 z AND HGS10KT TO BOTTOM 3/16 1-6 ROOF/FLOOR FRAMING, 0 1/2" PL(CNTR'D) (TYP @ EA. END) 3/16 1-6 SEE PLAN 3 1/4" PL(CNTR'D) 11 1/2" 3/16 1-6 1 SD2.1 v SD2.1 w (6)1/2"0 x4" LAG BOLTS — — — � o o SEE ELEVATION SEE ELEVATION 0 o TOW ° TOW 6 CANOPY DETAIL F 7 CANOPY DETAIL G - - -Ni L - - - 1/2" 0 TURNBUCKLE DOUBLE TOP PLATE SIMPSON LST115 SD2.1 1" = 11-011 SD2.1 3/4" = 11-0" (TYP) CNTRD ACROSS TRUSS Lu Q 0 DOUBLE 2x TOP PLATE, BEAM @ SIM., PER PLAN Lu (2)2x KING STUDS @ EA 6'-0" MAX SIDE OF ATTACHMENT EXT. WALL (SEE ARCH. PLAN) 2x STUD WALL, SEE PLAN, SHEATHING TYP. NONE @ SIM. 1/2" 0 TURNBUCKLE (TYP) 0 3/16 0 o h � 4 SD2.1 SD2. 0 C 30.5 MIN. c 2 8 w } J Q m Q d o00 0 Lu co _ — _U o W — — — 5 0 LL C) Q SD2.1 2 CV uj LL f*— uj O Lu Q ^ PER ARCH. U z O 8 CANOPY DETAIL H 9 CANOPY DETAIL J 0 J Lo Q SD2.1 3/4 - 1 -0 SD2.1 3/4 - 1 -0 � U 0 z g 0 Lu 10 CANOPY PLAN SD2.1 1/2" = 11-011 PARAPET WALLS, 2x6 DF#2 BLOCKING ROOF / SEE ARCH SHEATHING EXTEND PARAPET STUDS AND SCAB ONTO TRUSS W/(2) ROWS 10d NAILS @ 6" O.C. (MIN.4 NAILS IN EVERY TRUSS MEMBER OIN SATE STEP DOWN FF ROOF TRUSS HEIGHT SHEATHING /22 O Sy TF OF VDP�� wN REED DATE: 01/31/22 SCALE: AS NOTED DESIGN BY: OTHERS 2x4 DF#2 ROOF FRAMING, DESIGN REVIEW: CRP ROOF OVERHANG, BLOCKING SEE PLAN SEE ARCH STRUCTURE BY: CRP STRUCTURE REVIEW: SGR 2x EXT. WALL JOB NO.: 2022-12675 11 FRONT ENTRANCE ROOF CANOPY DETAIL PERMIT SET SDZJ 3/4" = 1'-0" SHEET SD2. 1 ©COPYRIGHT 2022