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HomeMy WebLinkAbout16-1270 1502 Locust St N #100 Plans MOVABLE AND OFFICE PARTITIONS GA FILE NO.WP 6040 GENERIC 1 HOUR 45 to 49 STC FIRE SOUND GYPSUM WALLBOARD, STEEL STUDS - One layer 518"type X predecorated gypsum wallboard applied parallel to each side of 2 1/2"steel studs 24"o.c.with 7/8"wide,25 gage galvanized steel track fastened over x each stud with 1 1/8"Type S drywall screws 9"o.c.Aluminum battens snapped over steel track and 2 1/2"aluminum base applied along bottom edge on steel base clips 24" o.c.applied with 1 1/4"Type S drywall screws. Joints staggered 24"o.c.each side.Sound tested with 3"glass fiber insulation in stud space.STC 40 to 44 without glass fiber insulation.(NLB) Thickness: 3 3/4" Limiting height: Refer to Section IV Approx.Weight: 7 psf Fire Test: UL R3501-23,-24; 6-4-63; UL Design U405 Sound Test: G&H NG-145FT,4-17-64; NG-146FT,4-20-64 Vt C-rv2. EHM Engineers, Inc. J BUILDING THE MURE ON A FOUNDATION OF EXCELLENCE \ 621 North College Road,Suite 100 Twin Falls.Idaho 03301 208/734-4888 FAX 208/734-6049 JOB NAME _ •'=� " ,' JOB NO. ►`� `�f'a BY 'r.:` DATE SHEET 1 OF C3 Cl , r..• t ; c 24"6 L _WvouV �-^PAp1 fir,� 7 �/ � l = �°l r 1 IN 2-6, t+� C, 1 119/h/Fts ;4 ` er,- L C'e)5 atST$ 01 TO�j Of ENGINEERS/PLANNERS J SURVEYORS r �P� Af ,illfly EHM Engineers, Inc. BU0.DtNG 7HE FUTURE ON 0.FpUNDAitGN CF ExGEILENCE 621 North College Road.Suite 100 Twin Falls,Idaho 83301 20B/734-4888 FAX 208/734-6049 JOB NAME JOB NO. BY DATE SHEET Z OF � ^ Pe G W t�=• ('•t�_ I I}>Y �*Z tom •�`� c v�,� - ti 29 ►61f+ 4 C 5 -40,.S 3 U (l,a W b)(777(,) '�- r X ZL/ ,C�urUF� s 1-7 ENGINEERS/PLANNERS!SURVEYORS EHM Engineers, Inc. -LOING THE FUTURE ON A$OUNCATIM OF EXCELLENCE 621 North College Road,Suite 100 Twin Falls,Idaho 83301 208/734-4888 FAX 208/734 6049 JOB NAME JOB NO. ;"x BY DATE SHEET 3 OF f,0 6 5 I ZO(bIN- '4(4-3 3) 1- + 71 4�0 A G V1 -7 21 ut ENGINEERS PLANNERS SUM47.YORS —�-- pwmwcoAS/PLANNERS/SURVEYORS --�- j, EHM Engineers, Inc. BUROING THE FUTURE ON AFOUNOATION OF EXCELLENCE `I 621 North College Road.Suite 100 Tmn Falls,Idaho 83301 208/734 4R8R FAX 208/734.6049 JOB NAME _ JOB NO. BY DATE SHEET _ OF I P_ 257 A, 120) /7.55 - /4 . � L1P.1 ,�l'.5 L f+7x../-per 71f�c.L,?'.}•/ 22 lgq l , . I t � � 1 �G 37� 1- 6A3(25 4,) i J f N y 4- �I S` I 61�� 0, 4- 77 ENGINEERS/PLANNERS/SURVEYORS —�� ' ' FNG INECRS' PLANNERS' ---- | SHEET INDEX: JUL 14 2016 DESCRIPTION SHEET NO. moFTMNFAus COVER SHEET C1.0 BUILDING DEPT SITE PLAN C2.0 ' GENERAL NOTES: Civil Plans,for W1. CONTRACTOR SHALL HAVE A CURRENT SEil OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER W1TH AN APPROVAL ' STAMP BY THE CITY AT THE WORKSITE 2. ALL CONSTRUCTION SHALL CONFORM TO TFhh IIIE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN FALLS AND ALL OTHER LOCAL,STATE AND IFEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. Y ~` 3 THE ANY AND ALL TDAM GE THAT MAYLONECSARY AND PROPER PRECAUTIONS TOCCUR FROM RUNOFF AND OR DEPOSITION OFR EOTECT BRIS RESULTING FROM AADJACENTTNIES Y ANDM TWIN FALLS OPHTHALMOLOGY CENTER C � ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE O RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A DUMPS7ER OR SIMILAR DEVICE PROVIDED ] 0 + BY THE CONTRACTOR OR 7RANSPORTED FROM THE JOB-SITE. Twin l�n Falls, ID N ' 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.IT IS THE CONTRACTOR'S PROJECT BENCHMARK: a'� RESPONSIBILITY iO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION a B AND EXISTING SURFACES PROVIDE'FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. O 1 / SITE BENCH MARK - "B" BOLT ON FIRE HYDRANT 4080-3034 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL 6 CITY OF TWIN FALLS BENCHMARK, - �i WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND ON BRIDGEVIEW BLVD. 430' EAST OF LOCUST STREET NORTH O m COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL ELEV. = 3658.905 2 STRIPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXPENSE. ¢ Z EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTRACTOR + SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL SERVICE LATERALS OF ANY KIND. m 8. POWER/LIGHT POLES AND/OR 07HER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED DRAINAGE CALCULATIONS: M IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. Cu 9. AFFECTED UTILITY COMPANIES SHALL BE N071FIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF Cu ' CONSTRUCTION.CALL'DIGUNE'48 HOURS PRIOR TO COMMENCING WORK. TOTAL AREA 42.878SF 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. ' 11.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL IMPERVIOUS 30,097•1.6/12*0.95= 3,812 of SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S LANDSCAPING 12,781*1.6/12*0.25= 426 cf SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. TOTAL RETENTION REQUIRED = 4,238 of 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO DRY WELL SIZE(30'x72'x5'/25) = 4,320 of RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. 13.IDAHO CODE 39-118 REQUIRES IDAHO DEPT OF ENVIRONMENTAL QUALITY(IDEQ)APPROVAL PRIOR TO CONSTRUCTION. ' IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE COMPLIANCE. 14.ALL APPROACH RADII ARE TO BE 20'TO FACE OF CURB UNLESS OTHERWISE NOTED.RETURN RADII AT CULDESACS ARE r -' TO BE 20'TO FACE OF CURB.ALL VALLEY CUTTERS ARE TO BE 6'MDE UNLESS OTHERWISE NOTED. PARKING CALCULATIONS: a "' 6 15.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED iO HAVE A MINIMUM OF 3 HORIZONTAL FEET OF CLEARANCE FROM FINISHED LIP OF GUTTER. v J 16.PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMEN77ONED SURGERY CENTER r �+ STANDARDS. 6,490SF/250 = 26 STALLS • 17.1T IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(N01)i0 EPA AND HAVE A > o LL N COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSITE PROVIDED 36 STALLS http://cfpub.epa.gov/npdeslstormwaterlcgp.cfm.QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED i0 CONSULTANT STAMP MISHA VAKOC OF EPA AT. (206)553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN FALLS. 18.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED + WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. LANDSCAPING REQUIREMENTS: 19.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL i0 THE CONTRACT AND BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO COMMENCING WORK. TOTAL LOi AREA 42,878 SF PARKING AREA 23,607 SF REQUIRED LANDSCAPING AREA 8,715 SF REQUIRED TREES 1 PER 500SF LANDSCAPING 18 TREES REQUIRED SHRUBS 1 PER 100SF LANDSCAPING 88 SHRUBS ARCHITECT STAMP NOTES- 1. SPACING AND TYPES OF VEGETATION PER EASTPARK PUD AGREEMENT Z LANDSCAPING SHALL NOT BE REDUCED FROM THAT SHOWN ON THE PLAN + WITHOUT APPROVAL OF THE CITY OF TWIN FALLS ' UTILITY SERVICE NOTES: 1. ALL WATER AND P.I.SERVICE LOCA77ONS TO BE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE t TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL ' THE WATER OR P.I.SERVICE BOX SO THAT',THE FACE OF THE RISER IS LOCATED 12"TO 18'FROM BACK OF SIDEWALK. LEGEND: ALL SEWER SERWCES TO BE INSTALLED TO STATIONS AND.OFFSETS SHOWN. PROPOSED EXISTING ABBREVIATIONS: 2. ALL SEWER SERVICE STUBS SHALL BE LOCATED WITH A'7-FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURB PROPERTY BOUNDARY SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. ROADWAY CENTERLINE - AS AS-BUILT LG UP OF GUTTER BUILDING SETBACK _ _ _ _ ADD'L ADDITIONAL Li LEFT i - B BENCH MARK MH MANHOLE VICINITY SKETCH: LANDSCAPING SETBACK -------------- -------------- CS CATCH BASIN WATER LINE a'w B'w CBU CLUSTER BOX UNIT N/A NOT APPLICABLE n.t.s. SANITARY SEWER LINE e'ss s"ss CL or¢ CENTER LINE TUTS NOT TO SCALE STORM DRAIN.LINE e"SD•-- 6"SC COiF CITY OF TWIN FALLS PIRR or PI PRESSURE IRRIGA71ON PRESSURE IRRIGATION LINE 4PI 4"PI' CONST CONSTRUCT RT RIGHT GRAVITY IRRIGATION LINE 24'IRR 24'IRR CF CUBIC FEET RE REQUIRED ,t CY CUBIC YARD RW RW RESILIENT WEDGE ' TELEPHONE LINE T T DW or D//WW DRIVEWAY ROW or R/W RIGHT OF WAY " OVERHEAD POWER LINE OHP -- -----OHP-- OWG DRAWING SF SQUARE FOOT GAS LINE c c EA or EOA EDGE OF ASPHALT S SLOPE W STANDARD CURB & GUTTER EL or ELEV ELEVATION SO STORM SEWER FOC FACE OF CURB SS SANITARY SEWER/SEWER SERVICE RELEASE CURB & GUTTER FHYD or FH FIRE HYDRANT STA STATION W STANDUP CURB FG FINISHED GRADE IBM TEMPORARY BENCH MARK SIDEWALK FL FLOW LINE TA TOP OF ASPHALT U EDGE OF ASPHALT — — — — — — -——————- GB GRADE BREAK TCC TOP OF CONCRETE ' + GRADE BREAK CREST --------------- GI or GIRR GRAVITY IRRIGATION. TRC TOP OF RELEASE CURB 33 34 OLE INE RD E 3 J36 INT INTERSECTION IBC, TOC, TC TOP OF CURB(VERT,HIGHBACK,SID) GRADE BREAK VALLEY — — — — INV INVERT TRANS TRANSITION 3 3 2 2 1 W CONTOUR LINE 3806 3608-- IRR IRRIGATION/IRRIGATION SERVICE TFCC TWIN FALLS CANAL COMPANY 0 SEWER SERVICE ISPWC IDAHO STANDARDS FOR PUBLIC TYP TYPICAL O WATER SERVICE ® WORKS CONSTRUCTION VG VALLEY GUTTER J PROJECT z M ~ '„ IRRIGATION SERVICE LF LINEAR FOOT WM WATER METER ED Z GO CLEAN-OUT cc O cc 0 V) o W p BLOW-OFF ASSEMBLY Boo 800 1' AIR-INJECTION ASSEMBLY Al O a O DLERI R Z W w FIRE HYDRANT C( Ct SEWER MANHOLE OB ® (~/7 Z W O STORM+ RRIGATIONAIN BOX MANHOLE ® a _. Lg _.- � W - Z CATCH BASIN Im go FALL E 2 1 CURB INLET ® Emo 9 10 11 11 12 U - t» VALVE D4 x D Z GAS METER _Q REVISIONS TELEPHONE RISER o o Q WELL NO. REMARK POWER POLE -E3- -E3- T: O GUY ANCHOR E— F- -. - I ^^ Cd 19 Plans hrvo. z2• SIGN , — "wed end approved U � � . SITE LIGHTING + All Construction Subsct i4, To Fie;d inspection MAILBOX Q° l� CHECKED G.MARTENS I- Pago 01-117G--L DATE 5-1816 Z ,;^ .De (.P. DRAWN J.SKEEN O t EHM En - gSRa BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE JOB NO. 038-16 U SHEET NUMBER V Engineers/Surveyors/Planners ^ ,O / e b 621 North College Road,Suite 100 Twin Falls,Idaho 83301 (�.I' M� ®�0 gyp ' p(208)-734-4888 fax(208)-734-6049 web:ehminc.com 1� LOT 1, BLOCK I EASTPARK PROFESSIONAL SUBDIVISION NO. I FLOW LINE TO MATCH CURB A Planned Unit Development AND GUTTER FLOWUNE m PORTLAND CEMENT, MIN 4000PSI • - 2 �� �,� �` l- ' r 'J ` 1 �'� 0 + o THI CKENASPH D EDONG F .., 'A J -� - • I 90��1� I I �" // i :` / ' j�Ji 1 •.,,' O. EXTRUDED CURB LINE Jz° l� IN IrA I r EA. I.sx :. .L EA _ -- - -x-T"-_ .'_ EA \ (l' 9 / 12"0 PVC 4"v i-NINSTALL 60LF OF41 0 - SUBGRADE,COMPACTED I °0 - a I 4 P 4"Pt S TO 959 MAX DENSITY I Df,Z41N PIPE (;DRAIN PIPE '�6 s /. aAX f� INSTALL CATCH IN, TI1 7A 1A d^ss e"5 s J ( — Sao s �•-53,�• .. •6Sie -{- — — ss- / A pp / c PER ISPWC, SO-601 „ THICKENED EDGE OF ASPHALT DETAIL SCUPPER SECTION I I GRATE EL=3650.50 / INV EL=3646. 4 TA ss.rz TA DR�YWELL% A / rA re TA ASPHAI/CRQ 'f.,x. Ii/ NTS U TA K31 5°BB iA A SY.JS NTS ,a3, � sz.,s INSTALL 31 LF OF s+*s T-t r sz.00 ss T I• l i -I 12"0 PVC STORM w.ct si.,z^ •'C`` 't i TA eim 3552 ma v 3 i 1V I f SY.61 TA I TA (DRAIN PIPE ! '+r. ;' ��^.^ � sz ao ;� ASPHALT ars /S=Q.5 I ( TA A INSTALL 12"x12"DRAIN INLET, I TA azu TA °z'°s^-"-u.3° / rA rA �r I Fp P-SERIES DI�RA-BRAiN;__- - sw sz� si.n sz.3s � T TA szer CURB SCUPPER '/ sxTs er es ° Q�Ue�\�G 6z6"CURB CUT OPENING, GRATE FLUSHETO S�EWALK 2 O.00m� 3z'13�.'' - '°zn80 � �u o r" Tp: - STANDARD HAN ICAP '� I / 9� 3"BELOW TOP OF CURB ASPHALT SURFACE ( ID -- szro-.5zu r .PARKING.SIGN \�G INV EL=3647. 0 '4 ( THICKENED EDGE SIDEWALK 1 I' 0_W\ \ I SCREENING FENCE FOR ))[I 1 70P OFFLL SAWCUT EXISTING ASPHALT I o I %'THICKi=NED EDGE„ T 3., AREA, MAX SLOPE ORNL AD '.fl I I� a st EMERGENCY BACKUP GENERATOR I / .1 �7 �� AS NECESSARY;PATCRBACX"- -.'�° �'(•{ �c '0�°` I .CONCRETE SLA sii ( - 't' CONSTRUCT 3'WI E / STAND UP 2"-4"WASHED -o` -\oo Fo i gam' 'CON7ECH'C-45NW PER COTF AN ARD1S IplLPKA PORTE COCHERE •TA / '�' � ;VALLEY GUTTER I v ° CURB -\� ji AGGREGATE ))� f/Q ���� GEOiEXTILE OR EQUAL,ALL I I' .I _ I �1 �rA• sza _ ) I. '- INSALL SOLE 4" •• .� yz,ss TOP,&BOTTOM I I PROPOSED ——— __ r 1 �;r a FIRE LINE W/VALVE / ASP -20 I .._ r HALT \" a T.F.OPHTHALMOLOGY A INSTALL 1 " WATER �, 1 CENTER / - VAN ACCESSIBLE HANDICAP- l i � j BOTTOM OF DRYWELL j'" -> SERVICE W/METER I FINISHED FLOORELEV=3653.00 rA TA PARKNG SIGN / ,o \ 12"PERFORATED PIPE I I I I 1, STAND UP CURB, 5AD dREA - 0oT,� f /POURED FLUSH TO GRADE BREAK / I i u ADJACENT ASPHALT ICI CONSULTANT STAMP^ CURB CUT OPENING IN STAND UP CURB DRYWELL DETAI �+°v v�0�o�'n I I I 2s oD' 44 0 3 .. NTS �d Off' NTS �!'c(F.. I I m I I ( I INSTALL BOLLARDS, I1 ASPHALT- I, I I TYPICAL 3 PLACES 1 PORTICO C Ed ED WALL FOR MEDICAL \ 8' WIDE THICKENED f v� I WASTE STAGING AREA(10'xl2'), \ STAND UP CURB sxesEDGE SIR ALK sia• to / 6"WIDE CURB, I SEE CHITECTURAL \POURED FLUSH TO sq TA°' TA EXPANSION I EXPANSION PORTLAND CEMENT, 5 REBAR 0 12"ON I ! ADJACENT ASPHALT TA MATERIAL MIN 4000PSI MATERIAL CENTER EACH WAY 5215 - szs TA ez CIA n ss.a TA �f - TA 915 ° F. 6"PORTLAND CEMENT, MIN-4000PSI I .`THICKENE6•EDGE 5z'�'. .x.es ss.,a 1 'as ARCHITECT STAMP LANDSCAPING I ; ;CONCRETTE.SLA�B rr: .,�` I '' ' z a _ I CURB SCUPPER sza (2)//5 REBAR - ,i,> - -,. 4 Y2 - AGGREGATE, �' �•�+ sties-` I ,� __._ "' ">�•' COMPACTED TO 95R m 3'BUI ING S &1CK 1 4"SEWER TA -5 0 s --_ -- MAX DENSITY I I I \--- - SE VICE - szss !.. �e3 l �rlllmlllnlll �. .rsAr.os— / I . • iTi- SUBGRADE, �- -- SCARIFY AND COMPACT, I \ `I T Y� TA SUBGRADE, COMPACTED PROOF ROLL TO VERIFY NATIVE MATERIAL IS me me rA Y,as \ TO 95X MAX DENSITY s,.ex as,T se.,z, �� _`? �)!I✓i FIRM AND UNYIELDING WITH NO SOFT SPOTS 8 NOTES I � 1. PROVIDE EXPANSION MATERIAL WHEN ADJOINING ANY OTHER NOTES: z LANDS PNG & B RMING PE ° CONCRETE WORK 1. PROVIDE EXPANSION MATERIAL AT 8' O.C. MAX. AND WHEN - - EASTPARK PUD, DESIGN PER 24.72.. 2. VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT ADJOINING ANY OTHER CONCRETE WORK I y - �`I T GNW TER METER CAP ,- LANDSCAPE ARCHITECT J/ 2. VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT U D A DON IN PLACE STAND UP CURB DETAIL THICKENED EDGE CONCRETE SLAB DETAIL I _ --._--- -' - TA ••e NTS NTS I EXTENT pppF 100 YEAR EXISTING" W~. ��� / / e,.,z FLOOD WAYIPANEL 1379 Q� SERVICE M TrDn T` � — {I lll�l�/Z,1 6"THICKENED EDGE CONCRETE, OF 1650- 8083C1379C y;�', r� / ADJACENT TO PARKING LOT - -- - ass 8"SS e^ _ 0 .°p/ / EXPANSION (2) #5 REBAR - -��s - a � .." -.--..._ '�= 8"ss ,5 ass 8"ss s"ss 2-0" NOTE:TRANSITION LIP OF MATERIAL _ ti 6" 1'-6" GUTTER AT STANDARD CURB - / .g 10'� —1o'w to'W— -- 'w� ��_. / �f ° 1"R TIE-INS TO ACHIEVE RELEASE 4"PORTLAND CEMENT, MIN 4000PSI r/ \ --t°"µ' 8^w - - J LU 1 a \ • -8°W ^R OF WATER. COMPACTED TO 95% r - \ etir Z , }" _ MAX DENSITY �r ✓YO ,7l LU V PAVEMENT = -- II[ - •. ., •ems R c` ~: SUBGRADE, COMPACTED ¢�' C`' } i0 95%MAX DENSITY c Ti D I TE PLAN �+.:$ COMPACTED�"GRAVEL BASE INSTALLED 7O BOTTOM OF NOTES: A pt� M (per COMPACTED SUBGRADE TO / " 1. PROVIDE EXPANSION MATERIAL AT 8' O.C. MAX. AND WHEN .a'7 DO PARKING LOT SECTION �. a 4 O � 95%STANDARD PROCTOR ADJOINING ANY OTHER CONCRETE WORK .FPS � 0 10 20 40 �y W 0 M 2. VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT S , > - ° RELEASE CURB&GUTTER DETAIL CONCRETE SIDEWALK DETAIL N "� ��''E� SCALE IN FEET W a- f� ;' p NTS NTS y �\ �yW��a Q d �� W LL y'yam J�p Y ?C° r eoQ t W Z Z LU LU z CONCRETE FILLED P� \ U F- (A Of 2'-0' STEEL PIPE PAINTED IIIJJJ ` C�yK Ev IONS 0 ROAD STRIPING `,,f., R ° 1"R 6" 1-6" - 2%z PLANT PAVEMENT YELLOW v' do 4 +.o.SREroiARKS. O 1"Batter 'r'-,r=* '' - "•"::r ,"` 'C 6"®TYPICAL T 14•g --' 8" 'AGGREGATE, COMPACTED TO 959 MAX DENSTTI' v - - ' � 8"/AT®DIESEL ISLANDS Jf/� 2 F- 0 _'R !I I I 111I I_I I I ® �®�' qs c) t ry "R - SUBGRADE, ! " Drywell inspections required as follows: as 0 D • o / I!i_ SCARIFY AND COMPACT, 1. Rock tested by City of Twin Falls ®k"mp� Q' 4 PROOF ROLL TO VERIFY NATIVE MATERWL IS °• Engineering Lab for 40%.voids. ALL NEW PUBLIC INFRASTRUCTURE TO BE ADA CHECKED G.MARTENS FIRM AND UNYIELDING WITH NO SOFT SPOTS FINISHED GRADE 2. Excavated drywell pit(length,width, COMPLIANT.WHEN TYING INTO EXISTING,NON COMPLIANT DATE 5-1a-16 co and depth)with geotextile fabric in A IMPROVEMENTS CALL LORI 735-7248(ENGINEERIII� 4 DRAWN J.SKEEN 0 .. 7 ,°_,COMPACTED T GRAVEL BASE " place ti all sides. BEFORE COMMENCING ANY WORK. EHM Engineers Inc. INSTALLED TO BOTTOM OF - 3. Inspection of rock backfill and catch s JOB NO. 038-16 (.) COMPACTED SUBGRADE TO "160 MIN BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE ° PARKING LOT SECTION basin installation. SHEET NUMBER 95%STANDARD PROCTOR NOTE: VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT 4. Final inspection;fabric over the top. , Engineers/Surveyors/Planners Please call before 7:30 am for inspection STANDARD CURB&GUTTER DETAIL TYPICAL ASPHALT SECTION BOLLARD DETAIL mat day.735-7255 or 735-7293 621 North College Road,suite 100 Twin Falls,Idaho 83301 NTS NTS NTS �"�" •O p(208)-734-4888 fax(208)-734-6049 web:ehmino,com t o RECEIVED PLANT SCHEDULE LANDSCAPE REQUIREMENTS: LANDSCAPE NOTES: JUN 2 s 2016 CITY OF TWIN FALLS (PER TWIN FALLS CODE) 1. REGULATIONS 4 STANDARDS 6. PLANTS BUILDING DEPr. TREES CODE BOTANICAL NAME COMMON NAME GONT GAL 512E QTY 1.1. All contractor work shall be conducted in accordance 6.5. All plant material shall be installed per Industry standards. SCREENING 4 BUFFERING:AGE PAR A er plat With ISPWC(Idaho Standard Public Works Construction), 6.5. All plant material shall meet or exceed the minimum canoides'Parkway'/Norway Maple B 4 B 2"Gal 1 1 STREETS 4 PROPERTY PERIMETER: GLA55 It "NO TREES WITHIN 1 O'OF SUBSURFACE STORM 5eePAGE 5E05 201 6;and City of Twin Falls,ID codes,standards and federal standards as regulated by ANSI Z60.1,American �1• NO TREES OR SHRUBS OVER 36"WITHIN CLEAR VISION TRIANGLE state and local regulations. Standard for Nursery Stock.Plants not meeting these C INTE �f�/''`1j�7 RSECTIONS:40'x4O'ALONG CURBS 2. EXISTING CONDITIONS standards for quality,or plants determined to be o W TT GHA ARR Ghamaec aria nootkatensis'Green Arrow' Green Arrow Nootka Cypress B 4 B 8-9'H 18 DRIVEWAY-ALLEY:40'ALONG STREET X I V ALONG ALLEY 2.1. All utilities shall be located prior to construction and unhealthy by Owner's representative,will be rejected. E N + �y7� yp yp "PRESERVE 4 PROTECT ALL EXISTING TREES WITHIN PROJECT BOUNDARY protected.Any damage to structures,utilities or III All Bell and Burlap trees to be installed per Balled and p / Wti?X/\ ••BERM®30"IN HEIGHT TO 8E 50%OF LF OF PERIMETER concrete will be replaced at contractor's expense. Burlapped planting detail 9/L 1.01. W 00 0 ••BERM PROVIDED 6855LF/1,962 LF(62%) 2.2. The site has many existing improvements such as 6.1. All shrubs to be Installed per detail 2/L 1.01. Y Q1 underground utilities,curb and gutter,light poles and 6.6. Trees and shrubs over 36'shall not be planted within m ro FRA PEN Fraxinus pennsylvanica'Patmore'/'Pstmore'Ash B 4 B 2"Cal 14 PARKING LOT REQUIREMENTS: sidewalks. clear vision triangles per city code. az C M i CLASS II TREES REQUIRED 3 1 2.5. See Engineer's plans for Information about existing 6.9. Fertilize all trees and shrubs with'Agriform'planting I o TREES PROVIDED 35 a features. tablets or approved equal.Apply per manufacturers S. GRADING 4 51TE PREPARATION recommendations. Q +TOTAL LANDSCAPE AREA:50,96'ISF o 61LE IN 6leditsia triscanthos Inermia'Sunburst'/Sunburst Common Honeylocust 8419 2"Gal 21 PLANT MINIMUM REQUIREMENTS: REQUIRED PROVIDED 3.1. Prepare finish grades for planting by grubbing and 1. IRRIGATION(POC) L5 M n 1 TREE PER 500SF LANDSCAPE AREA 5 1 DECIDUOUS 52 DECIDUOUS removing weeds.If necessary apply Round-Up(or b. Irrigation System shall be built to the following 5pecifiGations: EL m 50%TO BE EVERGREEN 50 EVERGREEN 50 EVERGREEN equivalent herbicide),using a certified applicator. 6.0.1. Adhere to city codes when connecting to city water. 1 SHRUB PER 100 SF LANDSCAPE AREA 25 1 DECIDUOUS 3 10 DECIDUOUS Remove rocks and other materials over 2". 6.0.1. All Irrigation material to be new with manufacturers' 0. a r PIG LAY IIII pungens'Layered'/Layered Colorado Blue Spruce 13413 8'-9'H X 3'-4161 12 50%TO BE EVERGREEN 250 EVERGREEN 259 EVERGREEN 5.2. All gravel overprep to be removed and disposed of off warranty fully Intact. y site. 6.0.2. Install Indoor rated controller In specified location on H x r 50%OF TOTAL TREES TO BE AUSTRIAN PINE,GREEN ASH,HONEY LOCUST 5.5. Finish grade to be smooth transition to allow for entire plan.Coordinate with project manager on exact O 3 m llyyf( TOTAL TREES IN CATEGORY 5 1/102 site to be a natural flowing space. location. PIN FILE Pinus fiexilis'Vanderwoif's P ramid'/Vanderwolf's Pyramid Fine B 4 B 8'-9'H X 3'-4'W 1 O 5.4. Fine grade lawn areas to elevations set by Engineer's 6.0.2.1. Controller to Include On/Off rain switch or other F y y PLANT SIZING MINIMUM REQUIREMENTS: TREE SIZING: plans with positive drainage away from structures. rain shut off device that does not alter program. a e "• CANOPY TREES: MIN 2'GAL,8413 MIN B.S. Refer to Engineer's plans for grading Information 4 for all 6.0.3. Irrigation system piping In landscape areas to be CONIFER TREES: MIN 1 O'H MIN drainage pipes and locations.Protect and retain minimum schedule 40 PVC or approved equal,sleeves ` PIN HIS, Pinus nigra/Austrian Black Pine B 4 B 8-9'H 10 SHRUB SIZING: drainage at all times. to be double the size of pipes located within,all wires SHRUBS 2GAL POTS MIN 5.6. No pooling or standing water will be accepted per to be contained in separate sleeves 1-1/2"dia min. Industry standards. 6.0.4. Coordinate all sleeving 4 pipe runs with owner(Local m 3. SOILS 0Construct)4 Builder before installing. N SHRUBS CODE BOTANICAL NAME/COMMON NAME SIZE FIELD2 FIELDS QTY 3.2. Reuse of existing topsoil that has been stockpiled on 6.0.5. Use common trenching where possible. a v site is permitted If: 6.0.6. All wires to be 15 gauge direct,bury wire at GAL KAR Galamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 1 gal 48 3.2.1. Topsoil Is tested and analyzed to ensure a proper minimum of 1 2"below finished grade.Size wire for ' + growing medium.Provide additional amendments as correct voltage loss. determined by soil tests.And 6.0.9. Supply a minimum of(2)spare wires to furthest 5.2.2. Topsoil Is to be loose,friable sandy loam that is clean valves from controller In all directions. EUO INT Euonymus fortune[ TM/Wintercreeper 2 gal 99 and free of toxic materials,noxious weeds,weed 6.0.5. Flow control device to be included on all remote © seeds,rocks,grass or other foreign materials. control valves,Including master control valve. 3.2.3. Topsoil should have a ph of 5.5 to'I.0. 6.0.9, Connect mainline to point of connection In H05 J 1 9 Hosts x'June'/June Hosts 1 gal 20 3.2.4. If on site topsoil does not meet these minimum approximate location shown on plan. W Tq ' standards contractor is responsible for providing 6.0.10. Provide J"winterization port In location near Poo. € approved Imported topsoil or improving onsite winterization port to be located Inside of Its own < JUN BLT Juniperus squamata'Blue Star'/Blue Star Juniper 2 gal 34 topsoil per the approval of the Landscape Architect. standard valve box. � a +� B.S. If Imported topsoil Is used it must be from a local source 1111 1. Contractor is responsible complying with all codes y�? Z33 'v and be screened free of any debris or foreign matter. and paying all permits necessary. tl m LAV MUN Lavandula angustlfolia'Munstead'/Munstead English Lavender 1 gal '18 Topsoil must not contain rocks,sticks,lumps,or toxic 6.0.12. Sprinkler heads shall have matched precipitation Of Of Xg 0 4 < ' O matter. within each control circuit.Velocities shall not 5.4. Smooth,compact,and fine grade topsoil In lawn areas to exceed 5 feet per second. smooth and uniform rade.5"below adjacent surfaces. 6.0.15. Locate Irrigation materials In planters when possible. CONSULTANT STAMP PEN HAM Pennisetum alopecuroides'Hameln'/Hameln Dwarf Fountain Gress 1 gal 95 g j 3.5. Amend sOII for all new plantings 2 parts topsoil 4 1 part 1. CONTRACTOR RESPONSIBILITIES I'll wlwr compost. 1.1. Estimated quantities are shown for general referenceID,�''�.,, PER ATR Perovskis atriplicifolia/Russian Sage 1 gal 12 4. PLANTER BED MULCH only.Contractor shall be responsible for all quantity F 6�4, H O°', r'} 4.1. All planter beds to receive 3"depth of Black and Tan mini estimates. _ *� V rock mulch,submit for approval prior to placement. 1.2. Refer to note 2.1 regarding damages to existing utilities PIN MU4 Pinus mugo/Mugo Plne 2 gal 54 4.2. Install over commercial grade weed barrier fabric. 4 permitting note in Irrigation section. - ® 5. LAWN AREAS 1.5. All plant material and workmanship shall be guaranteed E V, LA-16 3 5.1. Sodded lawn to be locally harvested tall turf-type for a period of one year beginning at the date of °•d .26.16 PRU OTT Prunus laurocerasus'Otto Lu ken'/Lu kens Laurel 2 al 52 fescue. Acceptance l I Owner.Replace all dead or unhealthy '''.,,Lq AQtiPS,: ti y y g 5.2. Lay sod within 24 hrs of harvesting.Lay sad to forma plant material Immediately with same type and size at no solid mass with offset,tightly fitted joints on even cost to Owner. grades. 1.4. Landscape contractor to turn in as built drawings at the ARCHITECT STAMP SAL NEM Salvia nemorosa'East Friesland'/East Friesland Perennial Sage 1 gal 51 5.5. Strip,repair and replace dead sod as needed end of project.Substantial completion will not be ® 5.4. Install steel edging where sod Intersects planter bed per granted until 2 copies a 1"•20'scale are turned In and detail 1/L 1.01. approved by owner's representative. • ® TAX REP Taxus baccata'Repandens'/Spreading English Yew 2 gal 23 e. In the event of a discrepancy,notify the Landscape Architect Immediately. s ' R i 0 • + NOTES: 1— NOTE: BAGKFILL SHALL BE 100% 1. DO NOT DAMAGE OR OUT LEADER Z REMOVE ALL TA65,TWINE OR TOPSOIL.WATER SETTLE ALL 2. DO NOT DISTURB ROOT OR DAMAGE ROOT BALL WHEN INSTALLING TREE OR TREE Fj,) OTHER NON BIODEGRADABLE PLANTINGS TO ENSURE PLANT STAKES. V = a 14 GUAGE 4"X 1 O'COMMERCIAL MATERIALS ATTACHED TO ROOTBALL MAINTAINS " 9. TREE STAKING SHALL BE AT THE DISCRETION OF CONTRACTOR.HOWEVER ANY H .. STEEL EDGING.POWDER COATED PLANT OR ROOT MASS. HEIGHT ABOVE EXISTING TREES DISTURBED FROM PLUMB DURING THE PLANT WARRANTEE PERIOD WILL BE FINISH GRADE AT LAWN, GREEN. SOILS WHEN COMPLETE. REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. O R AND PLANTER 1"BELOW 4. WATER PLANTS THOROUGHLY IMMEDIATELY AFTER INSTILLATION. W Z PATH FINISH GRADE q" S. REMOVE ALL BURLAP,TWINE,ROPE,OR MATERIAL FROM THE TOP OF THE TOP OF STEEL EDGER, ROOTBALL W O BELOW TOP OF EDGER. 6. 5'DIAMETER PLANTER BED/MULCH RING AROUND THE TRUNK OF THE TREE.3"OF W Cl MULCH MIN.DO NOT PLACE MULCH WITHIN 2"OF TRUNK OF TREE. 0 (Y� 7 Cn • a —I I_I —III W 1=III III—III III a TOP TWO W —III III—III—III MULCH 2"MIN. STRUCTURAL GRAFT VISIBLE ABOVE > O_J — I I I III— AWAY FROM ROOTS:<5"BELOW 50IL LINE Q • c — III—III—III FOLD BURLAP FROM TRUNK OF PLANT. TOP OF ROOTBALL 0 0- H __—_— TOP OF ROOT BALL 9"DEEP MULCH SOIL LINE OF THE TOP OF W N Z W — = III III— — - DOWN INTO GROUND; MIN. LOWEST THE ROOT BALL AFTER O W SET TOP OF BALL STRUCTURAL ROOT REMOVING EXCESS SOIL � W � - —III— =III III=III— <5'BELOW TOP OF )� T- w — GRADE ITH FINISH LAW FLUSH N OR PAVING ROOT BALL 2-B"OF MULCH P BAGKFILL MIX SEE �� _ - -_ NOTES AND REVISIONS 'y 5 12"LONG METAL—� 1 2'TO 1 6"FOR IIf _ ➢W SPECIFICATIONS. _ ANCHOR STAKES llf -- i i�j Q - I - NO. REMARKS - STACK ROCK �1j AND LARGER SHRUB IN AT EACH END. MAKE DEPTH REMOVE AT ND OFH W-Lm. GROUP ROOT 5ALL5, C MIN.4"DEEPER PROJECT 1 THAN BALD LI _ _ Ac u.NDscAFe S a S BALL AND BURLAP PLANT L ul -I-� a TI I� L4 j ARON—TURE,�MASTlR [ 1 GUT AND FOLD WIRE m Q m _ W m rL (IF CONTAINER-GROWN BASKET FROM TOP OF m m -I-I- wlLLerc NowARD rLA gm ROOTBALL COMPACT SOIL UNDER OFFICE,(ac.)...o.DD F o SOIL 5URFACE PLANT WITH ROOTS ROOTBALL TO 90% w"�EMMAIL, CHECKED qTBD LOOSENED AND PULLED PROCTOR. N..~� ..�...o,. DATE ROD Y41TH EF4 OUT TO PREVENT PLANT rNe bRA1 NIL.ANDvl.I . NTHIB.HecrDRAWN BIND WITH NEWSOIL FROM BECOMING ROOTBOUND) AINALTRCMAIN AT ALL TIME. JOB NO.STEEL LANDSCAPE EDGING SHRUB PLANTING BALL AND BURLAP TREE PLANTING Ra1PK oROUPSTAGK329333.16-01 3/4" 1'-O" SHEET NUM Q RlPRODIILTION OR RUG T 329343.33-OS NrAINlD HERE IN I. L 1 ' tO 3 PRONIA NE WTREIT I' w RITTCN—...NT OF .TALK ROLK b VP,INL. RO6K bRO1 0 ALK 1� W UP,INL. b LAV MUN IJUN BL"I LAV TAX MUN b PEN HAM 9 HO5 J 1 9 9 6LE IN2 1 1 gal 1 al REP 3 4 f 1 gal 2 gal JUN BL"1 5 JUN BL'I b PIN FLE 2 2 gal 1 gal 545 ' 5 EUO INT 5 TAX REP GHA AR 9 29811 2 al B 4 B PIG LAY 4 b GAL KAR TAX REP 5 H05 J 1 9 3 $ 2901 2 gal B 4 PEN HAM 6 LAV MUN b B d B 1 gal 2 gal 1 gal ..E... ;.:- -£ O -'--.., ._. � - --- 1 gal� - -- JUNBL'1 5 , +• Ba < 2ga _ .....I JUN gas - r ` I •o W W W. o ® NH ,-�� b to D �� B 4 BIN2 W W 9 PEN HAM y.w.... ..��._ .. E m..W.W y. .. -- _.- - - - - - - - - - - - - - - - ----- J ® a )=44gSLIE - - - - - - - - - - - - W o 3 - LAL KA PRU OTT 9 QED _- ._....... _.. 1.ga 2 gal -. W" ---_ ---1 gal._ 1 G E IN2 6LE IN2 1 4. H05 J 1 9_. -. 17 + o r• W //y' q - --- 2"PNFLE -.-..-... GHA ARR3 _,. .1N2 _-.-.----_. -BCB BCB - 1 gal - 0 p --,_ _..-H05J194.. -.- _-_..-. BE - s W O 3 PIN MU4' -1 W - - - .-_ a O 2 9a - -' (1pp kk PRU OTT 5 5AL NEM ____ W LL•" __ -- - • 2 ga 1 gal W 0 7 1 " _..- f • ) PIN NI&I 3, a' 1 GAL KARI 5 1 gal I 1 at PER ATR 3 `W W. t f GHA ARR ' —_- 545 LAV MUN I W igal PEN HAM ®•OO\O_-'� W i 1 PIN 2MII - ® O -- ; LU1ga a15 2O � ® � 0U4 ® to u gal gal p5 0 0 1 zD� N�� •_ I RA F7EN O 5 L NE 4 bLE IN2 1 m 1 gal 2 ga GHA ARR >- 3 IN MU4 1 - ?ZAK S--"- --- FRA PEN 1 RA PEN5413 1 g o < W EN7 AM 9 RA PEN O EN M 5 B<6 8413 .GAL KAR b FRA PEN 1 FRA PEN 1 HA ARR 5 _- W. ----------------------------4-gal--- - -'-------- B.4-B- - ' ------ -------- 1'-gaf----- -- PJN.MU4 L- E B B Y -----_______ _______ SALN M 5 - 1 gal BtB < BtB SAL HEM 4 PIN MU4 5 5AL NEM 4 2 gal 1 gal PIN MU4 1 SAL NEM 5 CONSULTANT STAMP n„ D 1 gal 2 gal 1 gal 2 9a 1 gal .I 711 I I •" FRA PEN 1 I y P�.. 54B • °• • I y +t• b JUN BLS FRA PEN 1 PIN MU4 2 • PIN MU4 B ®• IN M ®• p 1 2 gal B t B 2 ggal 9 ® gal ® 2�U4 3 1 1 AGE PAR 5AL NEM 3 LAV MUN b PIN MU4 3 • • LA-167 3 + --• b a B PIN MU 1 9a .- 1 al 2 al al ! W d � • GLE IN2 2 - iN22- -_ -_ _ 9 I _-� ��.N�Ot .78.18 4.e;• gal \ FRA P 1 \ m • B 4 B d — _ •0 'B ® \ 0- LAV MUN b I LAV MUN AV UN b' I , '•.,�SCA„• 1 gal 1 gal 1 q al ARCHITECT STAMP .__.,. EN 14 M 10.m 1 go I V MUN 2 PIN MU4 3 gal -- 2 gal FRA PEN 1 LAV MUN 3 B4IS 1 9a �® $ °• SAL NEM 4 FRA PEN 1 FRA PEN 1 GAL K gal EU 2 T 2 -G® a 1 PEN HAM 9 00 IN M 4 1 • PIN U410 9 9 PIN FILE - � -.0,( O '--..._ .._........ � -'-- 1 gal I Q 2 gal gal PRU OTBT i- ® BdB oo O 1-I PgoIt j ® i t 2 ga I F4 ® ® l 2 AGE PAR - BaB OMU4 LAVMU I PIG LAY 1 I o O • O 2 gal 1 gal 0 OOA MU43 SAL NEM FRA PEN 1 ... ..._. .-.-.� W LL.W -.. _._.-.-. _ I • W ............ . O al B 4 B ._ _. EUO INT 1 F PEN - -- -._ -.- W W .-. ---. - -' 2 a PEN HAM - ° Bt PERATR! g' 3 PRU OTT 1 gall �...... ® -' 1 IN MU4 .._.-.-,_...._ -.-.-.- ._ B AY l WILL. I 2 at 00 al • _._._ -. - .. .. ..... —- LLI 'Y PIG LAI'�'B _.o I 2 00 o•® • �'. -.-... -._- Z GAL KAR o Q �`'� 4 13 4 XREP 2 PIN NIb - _- 4_..___._ • W . PRU OTT 2 gal B 4 B V 20011 4 W tir I . - :--,•. W .' W W RU OT 4 W"W'W"W W W OZ M 2 - - = - - - - - - - - - _ • s, W B / W - - -. - - - - - - - -ft - - - - - - - - -1 ,0...POI-M-g-O4 5 -�__._0.._0 0A 00M 0W• Wb U0`10i O1 ...e-=.-. W W- -W-`_W;-",I.�--,'�'^-LL'�..`�--y^.•�..¢.�-:..�'-W-W`W_" CO ? w o L 2a eLLo e ISLE IN2 2 0-00 W n J ®®® 0000 0 - t W . 0 z _ r' CD .•• v (7 PRU OTT 1 b EUO INT 22 PEN HAM 8 AGE PAR 4 -- =-' - -- - - W W W O G C G C C F fA 000 W " 2 gal 2 gal 1 gal B 413 --- •� t 2 gal 5 ACEB t B�RT --- b OTT �` 3 545 N2.....-._._-2-AV"M9 1'-- PER Ag ., veneer PEN 1 ga 1 2 -_ a 5 =__ G .,` . REVISIONS - -I GAL KAR - NO. REMARKS :J PIN FLE PlnusflaAlls'VandarWOlf'sPyrsmM•/Vanderwolf'SPyramidFin° LAY MUM Levandulaanguatifolla•Munatead•/MunsLeadEnglishLa 1 al 9 STAfR ROfI( t11 T REFERENCE NOTES SCHEDULE PLANT SCHEDULE O OO RO U P n CODE DESCRIPTION CITY DETAIL MESS CODE BOTANICAL NAME/COMMON NAME P N NIb 3 PEN HAM Pernisetum siopecur°idds'Himidin'/Mamalr Dwarf Fountain brass B66 STACK M1ODK GROUP,INc. �2j ' H 1 SIDEWALKAND/OR WALKWAY RCP.CIVIL /"'� ACEPAR Acerpiatanolde6'P.rkWay'/NOrWay Maple FIN NIG Pinus nlgra/Austrian Black Fine Q ARCH RE TLANu RE.AWTER 131 D TRASH ENCLOSURE RBF.ARCMITBCT/CIVIL ((�I/7' PER ATR Perovskia atrlpllclfolle/Russian Sage PLANNING 14s O • WILLET CHOWARD.FLA SHRUBS CODE BOTANICAL NAME/COMMON NAME OPPDE:(2os)S4SaSo0 B PROPERTY LINE CHAARR Ch.........I.nootkaten.b'6raen Arrow'/Green Arrow Meet Cypress FIN MU4 PlnW mugo/Hugo line '-AILS CHECKED TBD • 4 NEW BUILDING REP ARCHITECT/GIVIL ® CALKAR Cslamagro6tlsxacuLlflore'Kart Foerster'/Feather Reed&rass ® NORTH ���� � DATE 6.28.16 7 S ALL PLANTER BEDS SHALL BE COVERED WITH A MIN. FRA PEN Fraxinus erns IVanlca'Patmore/'Patmore'A6h IRU OTT Prunus lsurocerasus•Otto Luyken'/LuykenS Lsurel THE GR AP Mica AND p y eu01N7 Cuen ARE ON THIS SHEET DRAWN TBD a %1' OVER NMMER AND LG AVE NI NEED MULCH.APPLY O yMY6/OYCYreI'mCerbe Wl'TM/W nCEYLreep6r AREDELIVTALL THAT OVER COMMERCIAL GRAVE WEED BARRIER FABRIC RE MAIN AT OF TIMES JOB NO. 18010 (TYPJ SAL NEM SalVla nemOl06a'G6L Frle6land'/EasL Freeland/EYernl.l 9.ge 0 Zg 4D sg $() feet PROPERTY OF STACK 6 CLEAR VISION TRIANGLE,NO TREES OR SHRUBS GLBIN2 6leditsls trineanthos lnermis'Sunburst'/Sunburst common HoneyDcust t+y HOSJ19 Most.x'June'/June Most. ® ROCK GROUP,INC. y OVER 96'ILANTED WITHIN(40'z40'1a O. SHEET NUMBER 18 INTCRSBOTION ® TA%RCP Taxus b.cc.t.'Repanden6'/spreading Cngllen Yew CONTAINED N D M1eu 1. 't T LAWN,SOD.TALLTURP-TYPEFESCUE,ORAPPROVED JUN BLT Ju.IperYe 6quamate'Blue Stara/Slue Star Juniper P TN1s Il ODucT 4 ECIUAL(TYP) µi PIG LAY PIO•ap11,111'Layered'ILayeredce,r.dOBlueSpruce �ONTAINEDNSENT0s L1 •�1 lJ 1„_20' KITTE Co TROUT THE ro 8 STEEL 1061NO AT ALL LAWN LOCATIONS ADJACENT 1/L 1.01 WRITTE04K- NT OP TO ALL PLANTER BEDS(TYIe) STACK ROCK GROUI,INC. oD0165TACK 9 BERM 0 SO'HEIGHT ROLK GROUPING. Y ° RIVER VIEW SURGEP,�,Y CENTER m Y o m Uz O M 7_" 1502 LOCUST STREET NORTH m Y W TWIN FALLS IDAHO a + m m M ON C m U u S Uy 0 m - p 7 n U n. Q m cmi N N GODS ANALY515 P.G°°E E"' VIGINITY MAP PROJEGT TEAM I7RAlNING INDEX BUILDING O`.GIIPANGY: B(IBC SECTION 304) ` PROJECT DESCRIPTION: ALLOWABLE BUILDING AREA:9,000 S.F(IBC TABLE 503) NEW CONSTRUCTION AND DEVELOPMENT OF A SINGLE STORY MEDICAL GENERAL LAYTON CONSTRUCTION COMPANY BUILDING.THE BUILDING FLOOR AREA 5 6,490 50 FT.AND WILL BE ACTUAL BUILDING AREA:6,490 5.F CONTRACTOR: 1444 S.ENTERTAINMENT AVE a300 GENERAL UTILIZED AS AN EYE SURGERY CENTER IN TWIN FALLS,IDAHO. BOISE,P 83109 A.THE BUILDING DESIGN 19 DONE WITH REFERENCE TO THE FIRE PROTECTION:FULLY SPRINKLED TELE:(206)424-6140 T01 COVER SHEET Y FOLLOWING CODES: mr „r AO.1 AGCE5SIBILTTY SHEET 1.2012 INTERNATIONAL BUILDING CODE ALLOWABLE HEIGHT:B5 FEET(2 STORIES) olr one.nn r " a DESIGN AO.2 COMCHECK E MORAL •t ASSOCIATES INC. 'O 2.2102 INTERNATIONAL ENERGY CODE l°9 P '� ARCHTECT HEALTHCARE ARCHITECTS AND CONSULTANTS ID ACTUAL HEIGHT:24 FEET(1 STORY) CONSULTANT; ARGHITEGTURAL € . 3. IDAHO STATE PLUMBING CODE;BASED ON THE 2009 UPC, 415 LINCOLN STREET SUITE 150 C1 4.2014 NATIONAL ELECTRICAL CODE ,. DFNVER,CO 80203 H'� GONSTRUCTIOV TYPE;V-B TELE:30B-B32-2881 AIO SITE PLAN S S.20121NTERNATONAL FIRE GORE M,i. w ID S. 2012 INTERNATIONAL MECHANICAL CODE AND APPENDIX A , m mn�,°„a FAX:505-861-0160 A2.0 OVERALL FLGbR PLAN y S AUTOMATIC,SPRINKLERS:YES A2.1 ENLARGED FLOOR PLAN fL 7.2012 INTERNATIONAL FUEL 6A5 CODE 6 APPENDICIES ABC AND D i +• 9.NFFA 00/OAN51 Al Yi.1 FIRE ALARM NOTIFICATION:YES .i.r i1°��� "�PROJECT 5RE ARCHREGT: INSI6HTarchltects P.A. A2.9 FINISH FLOOR PLAN . ;n tee. ,xer+ H.n. un'.......,n:.vn A2.2 ENLARGED FLOOR PLAN > ` B BUILDING SETBACKS' FARTHEST TRAVEL DISTANCE TO EXIT:68' 2258 5.BROADWAY AVE. A14 FINISH SCHEDULE AND LEGEND 1.NORTH=34'FROM PROPERTY LINE E ® BOISE,ID 63706 A3.0 REFLECTED CEILING PLAN 2.SOUTH= 62'FROM CENTERLINE OF CHENEY DR •-Cneney or TELE:208-338-9000 A4.0 ROOF PLAN CONSULTANT STAMP S. EAST= 108'FROM PROPERTY LINE 1 y s FAX:208-356-9061 AGO 5 ILDIN6 ELEVATIONS 4.WEST= 62'FROM CENTERLINE OF LOCUST 5T - S7 E-MAIL:dana®InSIghtarchltecte.com A5.1 BUILDING ELEVATIONS BUSINE55 AREAS: 6,4110/100=65 TOTAL BLDG OCCP. z Y @ CONTACT:Dana Kaufman A6.0 BUILDING SECTIONS MQPERTY INFORMATION Mnox, L=wntln�e ur nr°o -.ry" A6.1 BUILDING SECTIONS ADDRESS: 1502 LOCUST STREET NORTH ../ !n r.�n STRUCTURAL: 621 ORTH COLLEGE ROAD-SUITE 100 TWIN FA A6.4 DETAILS TONS LL5,ID 85501 p.DEFERRED SUBMITTAL: TWIN FALLS,ID 83301 SHIA ENGINEERS.INC. A6.3 BUILDING SECTION AND DETAILS As.5 LEGAL DESCRIPTION:LOT 1,SILK 1-EASTFARK PROF.SUB-DIVISION a1 7,FIRE SPRINKLER DRAWN65 I«n TELE; E-MAIL;• 6)15 4688 com Ash ROOF GANOPI'AND DETAILS ,inns` Ab.b DETAILS MrSPARCEL NO:RPT76210010010 y 2,FIRE ALARM DRAWINGS m,„�.�, CONTACT:Brian Martens A6.T CON INOU OF DESIGN DETAILS ZONING:R-2 ,. A6.8 CONTMCIU9 INSULATION ••. _ ,... A7.7 INTERIOR ELEVATIONS MECHANICAL AND DC ENGINEERING As INTERIOR DETAILS P PLUMBING: 440 E.CORPORATE DRIVE SUITE 105 r0.,.1 D C OOR SCHEDULE a DETAILS MERIDIAN,ID 83642 ARCHITECT STAMP TELE:(205)288-2181 E-MAIL:trossedcenglneering.net STRUCTURAL DRAWINGS: ELECTRICAL: 51O FOUNDATION PLAN FTYiI3o Y ABBREVIATIONS GRAPHIC SYMBOL5 4DC 40 E.CORPORATE $2. FOUNDATION G PLAN 440 E.CORPORATE DRIVE SUITE 709 $2.0 ROOF FRAMING PLAN MERIDIAN,ID 83642 52.1 STRUCTURAL NOTES,SECTIONS AND DETAILS A TELE:(206)288-2181 E-MAIL tiarsonsdcenglneeringnet x(,i�° 6 AND DBL. DOUBLE GA. GAUGE,GAGE N NOT IN CH 5 SOUTH ROOM NAME 6 NUMBER j�'L'�,.--•+ ANGLE DEFT. DEPARTMENT bALV. GALVANIZED N.I.G. NOT M CONTRACT SON. SANITARY MECHANICAL DRAWIN65 0 AT DET. DETAIL G.B. GRAB BAR NO. NUMBER SA.C. SUSPENDED ACOUSTICAL CIVIL ENGINEERS: EH EN6INEERIN65 NC. -.�VI CENTERLINE D.F. DRINKING FOUNTAIN G.G. GENERAL CONTRACTOR NON. NOMINAL CEILING ENGINEERS/SURVEYORS/PLANNERS MO.O MECHANICAL COVER SHEET •.1 DEGREE DIA DIAMETER G.F.I. GROUND FAULT INTERRUPTER N.T.5 NOT TO SCALE S.G. SOLID GORE O 621 NORTH COLLEGE ROAD MO.1 HVAC ENERGY CALCULATIONS 0 DIAMETER DIM. DIMENSION b.l. GALVANIZED IRON 5GHED. SCHEDULE 101 DOOR NUMBER SUITE 100 M2.1 HVAC FLOOR PLAN R PLATE DI5P. DISPENSER GYP, GYPSUM o' OVER SD. STORM DRAM TWIN FALLS,ID 83301 M2.2 HVAC ROOF PLAN / t PLUS OR MINUS D.L. DEAD LOAD O.G. ON GENTER(S) SEAL. SEALANT TELE:(205)154-4858 M3O HVAC SCHEDULES • POUND,NUMBER D.MH, DRAINAGE MANHOLE H.B. HOSE BIBB O.D. INDOW NUMBER. OUTSIDE DIAMETER 5EGT. SECTION O M3.1 HVAC SCHEDULES DN. DOWN N.G. HOLLOW CORE OFF. OFFICE SERV, SERVICE A M4.0 HVAC DETAILS AS. ANCHOR BOLT D.P. DISTRIBUTION PANEL HDWD. HARDWOOD O.F.C.I: OWNER FURNISHED S.F. SQUARE FEET LANDSCAPE: STACK ROCK GROUP A/C AIR CONDITIONING DR. DOOR HDWR. HARDWARE CONTRACTOR INSTALLED S.O. SAFETY GLASS LANDSCAPE ARCHITECTURE 6 MASTER PLANNING 'y ACOUS. ACOUSTICAL D.S. DOWNSPOUT HOT. HEIGHT O.F.O.I. OWNER FURNISHED SHT. SHEET 405 SOUTH 5TH STREET SUITE 321 A.G.T. ACOUSTICAL CEILING TILE DWG. DRAYING H.I.D. HIGH INTENSITY DISCHARGE ONNER INSTALLED 5HTH6. SHEATHING - p L COLUMN GRID BOISE,ID 83102 MECHANICAL PIPING DRAWIN¢5� ' ADDN. ADDITION H.M. HOLLOW METAL O.I. OPEN REM SHIWR. SHOWER TELE:(205)545-0500 ADJ. ADJACENT E. EAST H.O. HOLD OPEN OPb. OPENING 51M. SIMILAR E-MAIL:w111®stacki-kgroup-m MPO.O MECHANICAL PIPING COVER SHEET A,F.F. ABOVE FINISHED FLOORS EA. EACH HORIL HORIZONTAL OPP. OPPOSITE S.M. SHEET METAL CONTACT:Will Hmard MP2.1 MECHANICAL PIPING PLAN A.H.U. AIR HANDLING UNITS ES. EXPANSION BOLT H.P. HIGH POINT O.S.B. ORIENTED STRAND S.MH. SANITARY MANHOLE A REVISION ALT. ALTERNATE E.F. EPDXY FLOORING HR. HOUR BOARD SMS SHEET METAL SCREWS /I�. ALUM. ALUMINUM E.I.F.S. EXTERIOR INSULATION HT. HEIGHT O.T.O. OUT TO OUT S.O.V. SPRAY ON VINYL N d ANCH. ANCHOR FINISH SYSTEM HVAC HEAT,VENT,A/C OZ. OUNCE SPEC. SPECIFICATIONS PLUMBING DRAWNGS: LL AN6. ANGLE E.J. EXPAN510N JOINT H.W. HOT WATER 50. SQUARE W ANOD. ANODIZED EL. ELEVATOR P/L PROPERTY LINE SS SOLID SURFACE PO.O PLUMBING COVER SHEET APPROX.APPROXIMATE ELEV. ELEVATION I.D. INSIDE DIAMETER P.A. PROJECT ARCHITECT S.STL. STAINLESS STEEL n WALL TYPE Z ARCH. ARCHITECT ELEC. ELECTRICAL N. INCH P.BD. PARTICLE BOARD STD. STANDARD F2.1 PLUMBING MASTS<VENT PLAN ASPH. ASPHALT EME".EMERGENCY NCAND. INCANDESCENT P.G.F. POUNDS-CUBIC FOOT STL. STEEL P2.2 PLUMBING WASTE!6N5 PLAN ASSBY. ASSEMBLY ENCL. ENCLOSURE INCL. INCLUDE(D)(ING) PERF. PERFORATED STOR. STORAGE P2.3 PLUMBING ROOF PLAN L U ASSOC. ASSOCIATED ENGR. ENGINEER MSUL. INSULAT(ED)(ION) PL PLATE 5TRUCT. STRUCTURAL P5.0 PLUMBING SCHEDULES U = E.P. ELECTRICAL PANEL INT. INTERIOR P.LAM. PLASTIC LAMINATE 5.5. STORM SEWER P4.0 PLUMBING DETAILS SOT. BOTTOM E.F.D.M.ETHYLENE PROPYLENE INV. INVERT PLAS. PLASTER SUSP. SUSPENDED \/I ew Name Q ELECTRICAL DRAWINGS: /Ly' SO BALLED AND BURLAFFED DIENE MONOMER PLB6. PLUMBING SYM. SYMMETRICAL �I ° B.O. BOTTOM OF EQ. E L J OVAAN. JANITOR P.L.F. POUNDS-LINEAR FOOT SYS. SYSTEM I TITLE w Z BD. BOARD EQUIP. EQUIPMENT JB. JUNCTION BOX PLYWD. PLYWOOD 1�8 -1-0 SOD ELECTRICAL COVER SHEET `^ � BIT. BITUMINOUS E.W. BACA WAY -IT. JOINT PNL. PANEL T. TREAD E0.1 ELECTRICAL SPECIFICATION SHEET V B.L. 5UILDIN6 LINE E.W.G. ELECTRIC WATER COOLER POL. POLSH(FJD) T.B. TOWEL BAR SO. ENERGY COMPLIANCE SHEET BLD6. BUILDING E .H. ELECTRIC WATER HEATER K KIP(1,000 POUNDS) P.P, POWER PANEL T.O. TOP OF E2.0 POWER PLANS = (M ELK& 5LOGK(I1,16) EXH. EKHAUST K-FT. KIP FEET PR. PAIR Ttb TONGUE AND GROOVE E2.1 LIGHTING PLANS 00 SM. BEAM/BENGH MARK (E) EXISTING KB. KEYBOARD PROJ. PROJECT TEL. TELEPHONE E2.2 SPECIAL SYSTEM PLANS (� 2 B.O.G. BASE OF CURB EXP. EXPANSION KIT. KITCHEN FRTN. PARTITION TEMP. TEMPERATURE,TEMPERED E2.3 ELECTRICAL ROOF PLAN w�_ y- BOTH. BOTTOM EXT. EXTERIOR K.O. KNOCK OUT P.S.F. POUNDS-SQUARE FOOT THK THICK E".0 ELECTRICAL DETAILS AND SCHEDULES �J,J 1 OI ERG. BEARING P.5.1. POUNDS-SQUARE INCH THREE. THRESHOLD A2.11 BUILDING ELEVATION E3.1 ELECTRICAL PANEL SCHEDULES W (n(n �JJ w BRK. BRICK F.A. FIRE ALARM LAM. LAMINATED FT. PAINT/POINT TP. TOILET PARTITION \ J = 05MT. BASEMENT FAC.P.FA.CONTROL PANEL LAV. LAVATORY PTO. PAINTED T.PD. TOILET PAPER DISPENSER / V J (n Z B.U.R. BUILT-UP ROOFING F.D. FLOOR DRAIN LB.(5) POUND(S) P.V. PLUMBING VENT TYP. TYPICAL N O O PON. FOUNDATION L.G.G. LEAD COATED COPPER PVC POLYVINYL CHLORIDE N TELEVISION LL y Hj GAB. CABINET FEG FIRE EXTINGUISHER L.F. LINEAR FEET FVMT. PAVEMENT 1 LJ�� O Z j J CAL, CALIPER FBI FIRE EXTINGUISHER CABINET L.H. LEFT HAND U.H. UNIT HEATER ° + G.B. CATCH BASIN F.F. FINISHED FLOOR L.L. LIVE LOAD O.T. OUARRY TILE U.N.O. UNLESS NOTED OTHERWISE Q 0 1 402 2 INTERIOR ELEVATION Lt7 CD. CEILING DIFFUSER F.G. FINISHED GRADE L.L.H. LONG LEG HORIZONTAL OTY. QUANTITY UNFN. UNFINISHED FFF��� U D GEM. CEMENT F.H. FIRE HYDRANT L.L.V. LONG LEG VERTICAL W ULTRA VIOLET G.F.M. CUBIC FEET-MINUTE F.H.G. FIRE HOES CABINET L.P. LOW POINT R RADIUS 9 LL G.G. CORNER GUARD FIN. FINISHED) L.T.P. LIGHMN6 PANEL RB. RUBBER BASE VCT VINYL COMPOSITION TILE r G CAST IRON FIXT. FIXTURE LT.(6) LkSHT(NO) R.G.P. REFLECTED CEILING PLAN VENT. VENTILATION REVISIONS U) +• b Cl.J CONTROL JOINT F.L. FLOW LINE LINT. LIGHTWEIGHT R.D. ROOF DRAIN VERT. VERTICAL NO. REMARKS Z CL6. CEILING FLASH. FLA5HIN6 RE. REFERENCE VEST. VESTIBULE U CLK. CAULK FLR.(6)FLOOR(ING) MA6. MAGNETIC REC. RECESSED V.I.F. VERIFY IN FIELD U PLAN CHECK&COORD. O CLR. CLEAR FLUOR. FLUORESCENT MAS. MASONRY RECFT. RECEPTACLE VM. VINYL ' 1 SIM U n G.M.U. CONCRETE MASONRY UNIT F.O. FACE OF MAT. MATERIAL REF. REFRIGERATOR V.W.G. VINYL WALL COVERING G.O. GLEAN OUT F.O.G. FACE OF CONCRETE MAX. MAXIMUM REINF. REINFORCE(0)(NO) A101 DETAIL LL COL. COLUMN F.O.F. FACE OF FINISH MB. MACHINE BOLT REO. REQUIRED W WEST , U O GONG. CONCRETE F.O.M. FACE OF MA50NRY MD.P. MAN D157MBLMON PANEL RE51L. RESILIENT W/ WITH 9 CONN CONNECTION F.O.SHTGACE OF STUD MECH. MECHANICAL REV. REVISIONS,REVISED W.G. WATER CLOSET /.4� LL Y rn CONST. CONSTRUCTION FP. FIREPROOF MED. MEDIUM RF6. ROOFING NO. WOOD Q CONT. CONTINUOUS F.PR. FIRE PROOF MEMB. MEMBRANE R.H. RIGHT HAND WH. WATER HEATER CHECKED DK ° CENTR. CONTRACT(OR) F.R.P. FIBER REINFORCED PANEL MTL. METAL RM. ROOM WIN. WINDOW L U CPT. CARPET F.S. FLOOR SINK MFR, MANUFACTURER R.O. ROUGH OPENING W. WATERPROOF SECTION DATE 6.20.16 D j G.R. CEILING REGISTER FT. FOOT,FEET M.H. MANHOLE R.O.W W. RIGHT OF WAY R. WATER M515TANT DRAWN DEK U) U C.SK. COUNTERSINK PTO. FOOTING MIN. MINIMUM R.R, RE5TIZOOM YISCT. WAINSCOT '^ G.T. CERAMIC TILE FURN. FURNSWED) MISC. MISCELLANEOUS R.T.U. ROOF TOP UNIT IGHT V! GTR. CENTER ERR. FURRING M.O. MASONRY OPENING IT W WE ri R .L. RAM WATER LEADER WV. WATER VALVE JOB NO. 16010 G.U. CONDENSIN6 UNIT F.W.G. FABRIC WALL COVERING M.R. MOISTURE RESISTANT R.V. ROOF VENT W.W.F. WELDED WIRE FABRIC G.U.H. CABINET UNIT HEATER MTD. MOUNTED LEVEL SHEET NUMBER G.W. COLD WATER YO YARD Mc TO. 1 ° . I DOOR5 AND D00RWAY5 54"MM. 40'MN. 48"MN. 54"MIN. r a r 1 r-- l r122a (1220) (1370) e I 9"MN. r-b , %"MN. 42'MIN. r--__-, r r- r b r-----r A� - C (10651 rQ Ig \ 24"MIN. 24"MIN. W J�jj (610) , W o v, \ \ \ (A) (B) (A)FRONT APPROACH (B)POCKET OR HINGE APPROACH (G)STOP OR LATCH APPROACH F o (A)FRONT APPROACH,PULL SIDE (B)FRONT APPROACH,PUSH 51DE (C)HINGE APPROACH,FULL SIDE (D)HINGE APPROACH,FULL SIDE (E)HINGE APPROACH,PUSH 51DE (F)LATCH APPROACH,PULL SIDE (15)LATCH APPROACH,PUSH SIDE FIE.404.2.E Q + FIG,404.2.4.2 o U a CLEAR FLOOR SPACE F16,404.2.4.1 TWO DOORS IN A SERIES o o w REACH RANGES =• wt W.MIN, 60"MIN. y (1525) a w w Q� a (205) W d m L) w �----� $x a a< MIN. MIN. 11'MIN. \ '' ('1601 (1220) 36"MIN. I (430) m L-'-J MIN. 12"MIN. X _ Y Y Cu (3051 (9151 (305) (A)FORWARD (B)PARALLEL (A)FORWARD APPROACH (B)PARALLEL APPROACH KNEE ICLEARANCE TOE 1GLEARANGE _ X p W.MAX 20"-25" 10'MAX. FIG.305.7 m4 ' (A)GIROJLAR (B)T-SHAPED MANEUVERING CLEARANCE IN AN ALCOVE ja m (510) M10-635) (255) (610) I? FIG.304.3 Fir,.405.5 FIG.307.4 FIG.3082.1' FIG.505.2.2 FIG.506.5.1 FIG.305.3.2 ` SIZE OF WHEELCHAIR 71)RNING SPACE POSITION OF CLEAR FLOOR OR GROUND SPACE REDUCED VERTICAL CLEARANCE UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UN065TR11CTED SIDE REACH OBSTRUCTED HIGH SIDE REACH RADUS 1/2"MAX.Tl'P. 12"MIN. 7 1/2 GN 'MAX. 12"MIN. X GENERAL SITE AND BUILDING ELEMENTS ACCESS AISLE SERVING ACCESS AISLE SERVING VAN PARKG SPACES CAR PARKNG SPACES (36) l905) TREAD DEPTH BUILDING BLOCK5 20'MIN. x (98) X '� Y (6100) cuNed LONG DIMENSION p { e PERPENDICULAR TO DIRECTION OF TRAVEL :r Y i i 4 Id I 4 (A)V92TIGAL RISER (B)CURVED NOSING (A)STAIRS (B)RAMPS FI6.505.5 g S TF III\\\ HANDRAIL CLEARANCE `W '� \\AREA TO BE MARKED 1 1/2'MAX �m FIG.505.4 FI6.909.2 0 I . Q LL�i AREA TO BE MARKED Xchi d p N SIII LF- gX HANDRAIL HEIGHT FIG.505.10.2 FIG.505.10.2 O O VERTICAL CHANGES N LEVEL t. \ \\\\\\\\ TOP HANDRAIL FJc7EN510N5 AT STAIRS BOTTOM HANDRAIL EXTENSIONS AT STAIRS o o CONSULTANT STAMP �l 1 7/4"4' 4"-6 1/4'PERIMETER O o w 2 7/4"MAX. 1 12"MIN, 0 0 BEVELED (92-5U (100-160) • I\\\ • (57) (305) pp IN. 280) o o 2 96"MIN. �6 f o 0 1 y Cl 96'MIN. 60"MM. (C)BEVELED NOSING (D)ANGLED RISER RLyI o 0 (�� (2440) ❑ v m (24401 (1525) ❑ o 0 ' FIG.504.5 (A)GIRGILAR (B)NON-CIRCULAR (G)N0N1-IRd1LAR FIG.502,2/5023 STAIR NOSIN65 FI6.505.7 FIG.505.10.1 0 0 FIG.503.3 VEHICLE PARKINb SPADE/ FIG.504.2 FIG.302.5 FI6.303.3 16'MAX. HANDRAIL GROSS SECTION TOP AND BOTTOM HANDRA L EXTENSIONS AT RAMPS PA55E46ER LOADING ZONE ACCESS A15LE PARKING SPACE ACCESS AISLE TREADS AND RISERS FOR OPENINGS IN FLOOR BEVELED CHANGES IN LEVEL J ARCHITECT STAMP COMMUNICATION ELEMENT5 !�O) RY 2.55' PROTRUDING OBJECTS 'BIBLE 5TA'al AY9 OR GROUND SURFACES a` AND FEATURES ;', yd CEILING GEILM6 j (60) m 1tatRdF£a N a ❑ 4 i iv o tr R O O W MAX. Gr2d'I�P x g s Yl 16'MAX. /!�ONE BED FIG.-103.2.4.4 O ^ 2 IG d O O O O O p' 8 (4880) CHARACTER HEIGHT _ p w X J X>12' f f Q (A)PARALLEL APPROACH `( (x>505) m 12' .. FLOOR OR GROUND FLOOR OR GROUND \ \ / m x MAX MAX. (X>905) ' \ / I_-----J X K X (505) (305) 15'MAX. 50'-100' 50'-100' 15'MAX (5)WALL ALARM WITI(A)WALL ALARM \ "' "I (B)FORWARD APPROACH FIT.T05.3.1.1 / 18"MIN. TRUNCATED DOME SIZE (451 (15-30m) (15-30m) (4570) SMOKE DETECTOR - - (B)TWO BEDS (455) FIG.307.2 FIG.SOTS Y FI6.704.2.1 LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING 01 e FI6.702.3.5.1 FI6.702.9.9.1 FI6.702.3.3.2 FIG.702.5.6.2 FIG.103,2.6 CLEAR FLOOR OR GROUND APPLIANCE 5PACN6 IN CORRIDORS LOCATION OF WALL-MOUNTED APPLIANCES LOCATION OF CEILING-MOUNTED APPLIANCES APPLIANCE LOCATION IN SLEEPING ROOMS MOUNTING LOCATION AT DOORS SPACE FOR TELEPHONES ' 5a"min. PLUMBING ELEMENT5 AND FACILITIES 99 41" 96"min. U ^� W 7 LTA 9L 3 1/2"maX. 12"max. 42"min. 'E E 1yyn�� 'E E 0 O (15-150) N �� b F Q �} Z (90) (305) (1065) 6�(915)mm MIN. �610)n.. h p Y m .. w = . f- 1 5'max. 15'max. E WALL SPADEr- RPERMITS } (12s) (3801 .. (405-455) ��F �i TRANSFER E - - - - - - L2-6 O a SIDE g ---- 15'max. 12"max. 24°max. w Z Y 4"max. 12"max. e all 60"min. E (100) (305) (300) (905) (610) Ur f-O W - (1525) _ �,min back wall back wall � tW c+') Lu C 60 min. F16.604.2/&04.3.1 (1525) c o c (A) PARALLEL APPROACH WATER CLOSET LOCATION/ (180-2W1 ' a n Lu Q } 1 M a� % r �. (5) FORWARD APPROACH SIZE CLEARANCE FIG.604.4/604.5.1 FIG.604.5.2 FIG.604.1 FIG.602.5 HEIGHT OF WATER CLOSET/ REAR WALL GRAB BAR FOR WATER CLOSET DISPENSER LOCATION (� W4LL-HUNG WATER CLOSET (B) FLOOR-MOUNTm W47ER CLOSET c yI I c w (n(n J DRINKING FOUNTAIN SPOUT LOCATION SIDE WALL GRAB BAR FOR WATER CLOSET (100) E ,q (100) "I "I O E > J 15'-16' pp J m PROVIDE UNDERSINK D D (900-405) t U Q (� Z 18" FI6.604.6.1.1 FIG.604.53 PROTECTION FOR HOT AND NN pp WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS TOILET COMPARTMENT DOORS COLD WATER LINES N - J - - - - J LL O ILL O UI (445) E �0 �1 15"-16" E length d tub 12"min. w N Z w w beck well pp !✓ m m length Of tub \ C) •• and 1a L (380-4051 . ` 22-29" i'1 ^ Flo.606.5 m (905) - / U Y well ..at cOMYoI , c (560-585) m HEIGHT OF LAVATORIES AND SINKS FI6.607.4.1 FI6.607.42 � �� Q �D1771ry m 6RA13 BARS FOR BATHTUBS C'RAB BARS FOR BATHNB5 e wall wall Y1 D ppE $ %"min. Can be locete4 L _ m Lwil on any wall of WITH PERMANENT SEATS WITHOUT PERMANENT SEATS REVISIONS �15) O Wall 5'ma%. ahaLeY 2l"max. (WITH FIG.60T2 CLEARANCES) (WITH FIG.607.2 CLEARANCES) V) mi^. 60 fC (58o) (685) NO. REMARKS Z 96'min. 2 i/2"max. 1 1/2" back O U c (i525) (1220) �� 2 1/2"max. c wall 12'mia 12'min U PLAN CHECK&COORD. .� (915) to FIG.60822 FIG.6082.2 (64) [p (380-405) a jn m (38) \\\\\� \\\\\\\\\\\\\\\\\ 000110\1 (305) (905) CC 48"min- J STANDARD ROLL-'N-TYPE STANDARD ROLL-IN-TYPE E �LIa1 Irl ��j75E - _ c �\ LL ' SHOI COMPARTMENT SHOWER COMPARTMENT i^ C FIG.610.32 E UO 1220) FIG.610.5.1 L-SHAPED SHOWER FIG.609.5 � C fr r'4� LL FIG.&07.5 FIG.608.2.1/608.3.1 RECTANGULAR SHONlER COMPARTMENT SEAT SPACING OF GRAB BARS g $ E CHECKED Checker 5 COMPARTMENT SEAT Y V v V m Y LEGATION OF BATHTUB CONTROLS TRANSFER-TYPE SHOWER COMPARTMENT 32"min. x X " L[ w WITH GRAB BARS b"max. 92'min. 92'min. (A)EXTENDED SURFACE D 1 V 6150) (1gp) E 1150) (815) (815) without aeat with seat FIG.405A .. DDRAWN ATE 6.20.1E 6'max. b'max. 6"me%. (815) (A) (B) (B)CURB OR BARRIER ;p IR (150) (1501 FIG.608.9.1 L RAMP EDGE PROTECTION JOB O. 16010 a C CONTROLS IN TRANSFER-TYPE SHEET NUMBER FIG.608.3.2 ( (B)SLIDING DOOR (G)FOLDING DOOR � �� FIG.4072.3.2.1 FIG.4072.2 HEIGHT OF ELEVATOR VISIBLE SIGNALS ELEVATOR GALL BUTTONS tL GRAB BARS IN ROLL-IN-TYPE SHOI^✓ERS E o E ^p E FIG.4043 ACCESSIBLE ROUTES 8 U A0. 1 I (0 �. m � m " CLEAR WI 2. DTH OF DOORWAYS M (A)STANDARD ROLL-IN-TYPE SHOWER (B)ROLL-N-TYPE SHOWER WITH SEAT (C)6RA5 BARS IN ROLL-N-TYPE SHOWERS / W HINGED DOOR I Y Al . , / �. Assembly Gross Area Cavity Cont. Proposed Budget u- COMcheck Software Version 4�.0.2.8 5¢a n Posting/F Foundation Plans Verified field Verl ad! COMctaeck Software Version 4.0.2.8 y # g comp6ea c eat/A pin ma ' .^� or R-Value R-Value U-Fedor Fectohm &Ra I ID i P t Value v I � 111 Perimeter �'' Inspection Checklist C40 - -- _.. Envelope Compliance Certificate fAl — C402 2 6 Slab edge insulation ft value. R- R OCompfes s to Env I pe Assemblies w tl 4:M11efalFrema with Thermal Break F-xed Pi Specs.: 109 _. ... 0.600 0.380 �" [FO31 �Unheated ❑U h at tl ❑Does Not table for values ' Product ID Trifab 451,SHOD 0.67.(Bldg.User-Circe/OR Energy Code:20121ECC ❑Heated ❑Heated ❑Not Observable C c. Rental(b) Requirements:0.0%were addressed directly in the COMcheck software ❑Not applicable m Project Information �57: Text in the°Comments/Assumptions"column is provided by the user in the COMcheck Requirements screen. CFi -- ---- --- — - — _-- E Exterior Weil4.Wood-Premed 18'o o[Bldg Use 1-Croce/OR 1413 19.0 4.6 0.049 0.064 C303 2 :Slab edge insulation installed per OC plies Energy Code: 20121ECC Rooms) requi cement,the user certifies that a code requirement will be met and how that is documented,or that an e: (F04]+ manufacturers instructions. []Does Not W Window 1:Metal Frame with Thermal B-clum d,Rod.Specs: 33 OBOD 0.380 Is being claimed.Where compliance is itemized In a separate table,a reference to that table is provided. M 0 :. Prgect Title: River View Surgery Center -' -- ONot Observable �e 01 :J Laation: Twin Falls,Idaho PraducHOTafab451,S10.67,[Bldg.Use office/OR Section - - ❑Not Applicable r - RoOms]M) ¢ Plan Review Complies? Comments/Assam t -_-- - -- _."_._."..-.- A W !° .' Climate Zone 5b i pions C402.26 Slab edge) ton _it ft OCmplles s the EnvelopeA mbees C 2 , C Prolecl Type. New Construction Door 2:Insulated Metal,Swinging[Bldg Uset officeIORR ] 31 -- -- 0.560 0.370 6Req.ID', _ [F0511 depth/length Slab insulation fl Wble per values to do n Does Not (.)Budget U-factors are used for software r. t ONLY,and are not Code axi lromems. C103.2 P d/ sp f t provide all ❑Comphes extending away from building is (] N Veabal Glazing/wall Area: 15% covered pavement or>-10 ❑N tObservable ! (b)Fenesirabon product pe formance must be ce'fetl'n accordance with NFRCantl requires supporting documentation. [PRI]1 formation with which compliance ❑Does Not yp DrierA Applicable(I)Slab CraG d p opnsed d h rig t U fact h lab, c be tle[erm netl for the bu Itling h a of soil, DP Q } m are Ffactors. ❑Not Observable r I e lope a tq document where C403.2.7, E t - - ---��--_--� 0 Construction sde: Owner/ ent: Desi /Contractor s ez<e(ions to the standard are PPor Insulation on protected ❑C mplles J ❑NOIA ApplicableC n Ag goer �, ), l,irt f. ),. P C408 2 8 against damage,sunlight, ❑Does Not [1 M :: 1503 LOCUST STREET NORTH Dana Kaufman pane Kauimdn h, `_3` : +: _.._�I d _: _. C4045 ari wind landscaping and •- of - - TWIN FALLS,ID83301 Insight Architects Inslghtarch'tects C406 PI p -F' tl sand/or ❑Comphes IF06] eq-p ent maintenance ❑Not Observable V 22385.Broadway 22385 Broadway Ave Envelope Compliance Statement (Pi calculations provide all information ❑ [ ices. ❑Not Applicable t m - Boise,ID 83706 Boise,ID Compliance Statement:The Proposed envelope design represented in this document"s consistent with the building plans. p Dces Not n. with which core Ilance can be ---- -- -- a 209 338 9090 208-338AOBO s ec f cations.and other calculations submrt[etl w th this rt a I'cat on.The energy ❑NOf Observable "` _ p perm pp proposed envelope systems have been tl t etl for Me ado suer C402 2 B e[t urface of floor structures OC plies 'S a the Envelope Assemblies W m ' tlana®insi9htarchitects designed to meet the 20121ECC requirements in COMebeek Vem on 4.0.2.8 and to comply with the mandatory requirements eft y p k g ptl ❑Not Applicable [F0121' 'ncorporat in,redlan[heaUn9 ❑Does Not table fw valves W m listed in the Inspection Checklist C402.3.1 �Vertical f straiten30 OCo mpl its ��� nsulated to>=R-3 5 ❑Not Observable m Building Area Floor Area IPRI O,1 percent of the gross above g adc wall ❑Does Not ❑Not Applicable Dana Kauffman Architect van.Kauffman 6-13-16 - area. 1-office/OR Rooms(Oates):Nonresidential 6525 Name Title - Signature Date ❑Not Observable Additional Comments/Assumptions: y __. ' - ❑Not Appl cable > C4 _ - ~� Additional Efficiency Package oz.3.1 Skylight area<=3percent of the Oeomphes ¢. - High aloci ancy HVAC.Systems that do not meet Me pertonnance requirement will De idontified In me mechanical requirements checklist IPRIl)r gross roof area ❑Does Not 3 - ! reRod, ❑Not Observable ❑NtApplicable I Co mERVeiope Assemblies C402.32 ompies m [PR74]1 directly under roof with ceiling ❑Does Not _ 09 Assembly Gross Area Cavity Cont. Proposed Budget U- heights>15 ft.and used as an office, N V R-Value R-Value U-Factor Factora '.lobby,atrium,concourse,corridor, ❑Nat Observable N Perimeter 'storage,gymnasium/exercise center, ❑Not Applicable s conven ion center,automotive Reef 1:Insulation Entirely Above Back,[Bldg.Use 1-office/OR S946 --- 380 0.026 0.039 sernee.manufacturing,non- ' P-Mill refrigerated warehouse,retail stare, Reef 2:Insulation Entirely Above Deck,tel lg.Use i-office/OR 579 -- 38.0 0.026 0.039 distribution/sorting area, Rooms, transportation,Or workshop,the following requirements apply:(a)the Floor is Slab-On-Grade:Unheated Venical2 a.[Bldg.Use 1-otf! 324 --- 7.5 0,665 0.550 daylight zone under skylights is>® .' OR Rooms](o) '.half the floor area:(b)the skylight NORTH area to daylight zone is>=3 percent Exterior WaII i oo Wd-Fourboo 16'o c,[Bldg.Use 1-office/OR 1310 19.0 4.6 0,049 0.064 with a skylight VI>=0.40;or m e ! Roos, m n mum sky,ght effective aperture e pence Wlndew 3.Meal Frame win Thermal Break:Fixsd,Pert.Specs.: 295 -- --- 0.600 0.380 C402.3.2.:Areas with sunlighton that 1_2 k ❑Comphes Product ID Trfab 451.SHGC 067[Bldg.Usel office/OR 2 Areas behobstrcti 1/2 fthe OC—Ph t ROomal(D) [PR1511 roof over the enclosed onev for nrom ID Door i.Insulated Metal Swngrig,[Bldg Use 1-ogice/OR Rooms] 24 -_ ._ 0,560 0.370 then 1,500 days hours ( ry ❑Not OI able < T 'between 8 ama add ❑Not APPI Dle me FQ ES i s Exterior Wall 4:Wood Framed 1W o.c,[Bldg Leer office/OR 1312 19.0 46 0.049 0.064 Addition a(Comments/Assumptions: W 13 Rooms, 6 o t Window 5:Metal frame with Thermal Bmak:Operable,Ped.Specs.: 353 -- -- OEM 0.450 Product ID Trifab 451.SHGC 0.67.[Bldg.Use 1-office/OR Roomsl M) CONSULTANT STAMP a SQUIh Exterior Wall 2:Wood-Framed,16'o.d,[Bldg.Use i-office/OR 1310 19.0 4 6 0.0,19 0,064 Rooms, .. __. I,1 jHlgh Impact(Tie 1) 3 2 IMetl um 1 pact Trier er 2) 1 3_[Lo impact(-net 3) I, High Impact(Ter I) __[�1Med m Impact(Tier 2)— 3L Impact(Tier 3) ' Project Title: River View Surgery Center Report data:06/22/16 Project Title: River View Surgery Center Report date:06/22/I6 Project Title: River View Surgery Center Report date:06 Project Title: River View Surgery Center Report date:06/22/16 Data filename:P:\36 Projects\36010 Twin Falls Surgery Centen3-Construction Dwgs\Com Check\Riom Viewed Page lot 9 Data filename: P:\16 Projects\16010 Twin Falls Surgery Centen3-Construction Owgs\Com Check\River View.cct Page 2 of 9 Data fienertt¢:PA16 Projects\36010 Twin Falls Surgery Center\3-Construction Dwgs\Com Check\River View.ccV Page 3 Data filename:PA16 Projects\16010 Twin Falls Surgery Centen3-Construction Dwgstcom ChecMRiver View.ccl Page act 9 Y ARCHITECT STAMP Section T (Sect' n 9edbn l Plans Venfletl Field Venfletl Section M Plans Verified F�cld Ver f'edComments/Assumptions # Insulation inspection ComPilOs7 Comments/Assumpl b 3 Final Inspection Complies? CommentslAzsumptlons Jl ?0 r r I # Mechanical Rou h-In Irts salon tam Ties? + Compy as' Commnnts?Assumptions g P PValue Value 6 Reg ID g g Pection Valut• Value !&Req ID _�.. &R g ID i._._ _._._A_ _ _ _.. _... _ _.._ &Reg.iD AR-1U ✓ Fram,n IRPn t 1 Ins ,�_.. _,-_ [0 .. _ - '. C402.4.1. All of air leakage In the OCumphe5 C402.4 6 Weatherseals installed on all loading ❑Complies C402A.1, The t id g..-.. p contains •UComPles ...._.._ __.._.__.. and elevator ..... pies C402.4.5. S[ shaft vents have ❑Com I 1 building thermal envelope are ODoes Not (FI3711 dock cargo doom. OD es Not FIB(� - ! C402.4.2 continuous r b oe that s ❑Does Not 1 motorized dampers that automatically OD es Not IINl]1 sealed,caulked gasketed ME3 close F [ 1 Rlb' sealed In ana roved manner Not Observable N t Observable ( ] approved ❑Not Observable: '.❑No[Observable'. ❑ ❑ and either constructed or tested .weather stripped or wrapped with in ana tlmanner Air ❑Not Applicable __, - ONo[Appllcable 'moisture vapor-permeable ❑NOI Applicable ❑N[Applicable _...__ __._. ___---_._..._____._......._..... e• opines cirri--------- ----------- wrapping material t Minimize a r C402 4 B R elo e I In th 1 ❑Does Not banner p netrat one are stated in : C402 4.5. 0 ttl r a tl h t y[m ca a Codes Notli. ',leakage. _ (FI261" envelope to heroin", int t of ltrahon and be lC ODoes Not Y" Y d ma r 2 motorized tl that automatically _ ___ an pp n p y Codes Not - _ -'- __-_- —"— l sari rated and labeled 5ea1 between _"-- --_--__—__-_—_- film shut when not m use and meet C402.4.2..Roof R I F ceiling R R- ❑Comp,es ',See th E I R Assembl C402 4.3. F t ry b It 1. [ tl d ❑Complies ❑Not Observable [able for vatoes interior finish end Ir m na rp hour rig. Ober Observable p c., n- C402,4,4 tl I b d s meeting air ❑Does Not maximum leakage rate.'Check 1 systems,verification may need to U Above deck O Above deck Oboes Not gravity dampers where allowed. []Net Applicable [IN211 :occur during Framing Inspection. _ C N[ (FR1811 leakage requirements ❑Metal ❑Metal QNot Observable " -- 'Applicable--" ❑Not Observable C40G Efhtieg system, , lotto efficient OC pf ❑Not Applicable Additional Comments/Assumptions ❑Attic ❑Attic Not ApphcaDle [F1341' byht'ng System,or on-site supply of Oboes Not C4162-4---- -- - - ....-- --- ---- ---- renewable energy consistent wrth (FR171.7 Vest bales are ices.Do on all C7Complles who[is shown the approved plans. ❑Not Observable (FR171a building entrances.Doors have ❑Does Not C303.2 Roof nsubIttim Installed per ❑Com PI es ❑Not Applicable self dosing devices. ❑Not Observable (IN3)r a nufacturer s mstmctions. ODoes Not Additional Comments/Assumptions: • a ❑Not ApPl table Blown or poured lied only ❑Not Observable --- - --- insular oa''nstalled only where C402.3.3. Vertical fie lestrat on U-Factor. U-_ U-_ OCompl s 'See Me Envelope Assemblfes the roof al 3 in 12. []Net Appl' ble ! (FRSI'.4 ODoes Not table fw values. _.__o a tali= _ [FR8]' C303.❑Not Observable [IN711 Above-grade wall manufacturer's OCoes N s [IN711 installed per manufacturer's ❑Does Not ❑Not Applicable Insfructlons ____ Si ❑Net Observable C402.3.3 Vertical fenestration HGC value. SHGC: SHGC: ❑Comp, see the Envelope Assemblies ❑Not Applicable (FR1011 Oboes Not [able for values . .__. _.... ......_. ❑Not Observable. C40275 Floor insulation R-value R_ R ❑Comphes 'Sea the ckade Assembl INNA]> ❑Mass ❑Mass ❑Does Not aes FNs/ a ❑Not Applicable _ __ LJ Steel Ll Steel ❑Not Observable C3031.3 f nestreartionwhtl tee in OCoas No El Wood ❑Wood ONot Applicable W [FR32]1 accordance tl with NFRC ❑Does Not ❑Not Observable Nam` Z ❑Not APPI c bleBuilding PAGE R NOT SHOM BECAUSE IT 1415 BLANK ___ -.� _ C303.1 P td ❑Com Plies W M C303.1.3 Fenestration products are OCompl s I NIO,u lab tl '[h R Iue 0-n'lotion ODoes Not [FR1311 certified as to performance labels Oboes Not cert fcate p oviding R value and or certificates provided other relevant data. ONot Observable ❑Not Observable ❑Not Applicable N O '- ! ONot ApplicableC3032,1 Exterior insulation is protected OComples LL C402 2.1 U factor(opaq a doors U U---- OC mpl e Se to E p semblies ifIN14, from damage with a protective Oboes Not W Z ( g ❑Swinging ❑S rig g ODoe Net mafoutemt on Insulation may etl ONot Observable j— FR141' U4;c red with building obit or ues mate nal Vage watonforno exposed ree male elope meets ging gm9 ❑Not Ob vableFoundationy ne ONot Applicable W Nonswin Nonswm in rements. to tl rig PD W M Y ONot Applicable to [ L"02 ins I t t a ato meet the OComplies �Additional Comments/Assumptions: et t n Requirements ODoes Not : � ~ CYJ 2 suspended celingtl Mark thcamn on top�sa Or or)Observable p requirement compliant if ❑Not Applicable ca. insulation is installed accordingly. _ \W_/ J Y Additional Comments/Assumptions: a J W Z Ojai_ _ _0 J U ! UI o Z `� H r `r 0U C) REVISIONS NO. REMARKS Z U U1 PLAN CHECK&COORD. 0 n 1 High Impact,T er l) LEKcd art impact(Ter 2) Low Impact(Ter 3) - C1�High Impact(Tie 1) 2 Med um fire a<I(TIer 2) 3 Lo I p t(T a 3) gh Impact(lie 1) 2�Metl _Impact(Ti 2) 1 3 Clow Impact iT e_r_3)_� High Impact(TIer 7} �Metlium Impact{Ter 2) �3 ILow Impact(T er 3) _ _ �i P �� w—' Z;I� O ~ Rolect Title River View Surgery Center Report date 06/22/'. Project Title: River View Surgery Center Report date:06/22116 W Project Title: River View Surgery Center Report date'O6R2/16 Project Title: River View Surgery Center Report date:06/22/16 P U Data filename: PA16 ProjectsU6030 Twin Falls Surgery Center\3-Construction Dwgs\Com Check\River View.cd Page 5 of 9 Date filename: PA16 Podects\16030 Twin Falls Surgery Centen3-Construction Dwgs\Com Check\River Vlew.cU Page Bar 9 Data filename. PA16 Projects\36010 Tw n Falls Surgery Centen3-Construction Dwgs\Com Check\River View.ccl Page 7 of Data fiename: PA16 Projects\36030 Twin Falls Surgery Center43-Construction Dwgs\Com Check\River View.ccl Page B of 9 CHECKED Checker W DATE 5-20-16 7 U DRAWN Author � y u � 1 JOB NO. 16010 U) SHEET NUMBER A0.2 �� N I . I D I � 3 0 y m m � _ C I O a > 4 0 lL ----------------------------------- ------ -------------i m - ------------------------------------- ------- _a W BUILDING OVER I CL OVERHANG EDGE OF N e W ASPHALT ASPHALT PAVEMENT GONG.CURB AND W �� GUTTER r I v I Q I N i I 3 /T-T GAS 1 c "• SLOPC m 140 r I ; ` I m u) (7 v I I I Azo i m 1 LOCATION OF — A7.0 FIRE PANEL AREA Al.0 0� ORASED \\ I ❑ I m AD 12 312 17 I I 1 3 O 4-0' / 4 O I I�-- -' rr �� f TF l� b i riaJ+.+..i•"�+u, SCREEN MALL ® ® A2.0 FOR N 6 MECH./ GENERATOR ELES 5'-0'WIDE G1I Y SIDEWALK Q n I CONSULTANT STAMP v � I I 1/4/IT SLOPC � I , ` I 4"H.X 8'W.OPENING FOR DRAINAGE B ASPHALT Y OVERHANG PAVEMENT I SCREEN WALL FOR ZARCHITECT STAMP r GENERATOR L I ■ — — — — — — — — — — — — — — — — — SLOPE GONGRETE TO — — — — — — — — — — — — — — — — — — — — I � � DRAIN AWAY FROM SCREEN WALL FOR — — — — — 1 — — — fAR-l"1Jf — — — y.. — tildG:O BUILDING AND TO TRASH ENC4,05URE LANDSCAPE .. I BUILDN6 SETBACK j LINE I GENERATOR ENGLOSURE ' PRE-CAST GAP GHENEY DRIVE ADHERED STONE VENEER TO MATCH BUILDING N LL z SITE PLAN Q A w n4®24'O.G.VERT.AND w F HORIZ. O ''n Z V W O co • PROVIDE 4"H.X S'W. 1 OUT FOR DRAINAGE TOTAL.(4) 0 r 2 3'-0'MIN. LOWER CONCRETE AROUND 40 STEEL PIPE(PAINTED W I , 01 HOUSETRAGN KEEPING PAD AND YELLOW) O '® � `/ U J z POSITNE.DRA AGE L05URE TO 0PROVIDE V rY O< c S 2 \ O Z w O LANDSC a APING / ' UI RAISED HOUSE KEEPING 1 A1.0 N V PAD AT GENEATOR TOTAL 4 LL (n ENCLOSURE A1.0 C f Z. _ COMPACTED FILO SLOPE LL m e CONCRETE TO DRAIN REVISIONS AWAY FROM BUILDING c U III H AND TO LANDSGAPE� NO. REMARKS Z U I—I 7 III III /� PLAN CHECK&COORD. O m II PROVIPE.5 015"O.C. U Ni =1� III j III III III EACH NAY CENTER SCREEN WALL FOR -III L II 1-1 coMPncTED FIu 9 -1II II =11II T U CONCRETE FOOTING I III .. III I'1- "I p 1 °' — 1 n •° CHECKED DK w DATE 5-20.16 r = ci III I_I I11 11I ICI DRAM DEK (4)-4 X CONT. I III=_ III J l—III III-' _ I JOB NO. 16010 --III--I I---I I1=1I—I 1= -°•' .•. SHEET NUMBER A1 .0 5GREEN WALL BOLLARD TRASH / DELI�/ERY ENCLOSURE C �. m Y 1 2 3 5.8 4 5 6 .' 22'-11/2" Z6'-0" 20'-T' 10'-b" 28'-51/7 � 1/2' ` PROVIDE SIGN 16'-4' 2'-6" 1T-T1/2' 2'-6' 10'-0' W 2A 5 5.5 4 STORAGE REF , 8' 5'-11/Y 4'-B' b'-61/Y E WNDOW t ' A2.0 T 0 , q 2 0 1 iU W m A6.4 LL 1 A6.1 A6.4 A6.4 Ab.l A6.4 j 1 Y Owl L)i Y OD Z a e F.O.54T'G FEC O 0 W Yf _ . IL LL P.O.SHT C W A.1 - FEC - --- - - - - --- - - - - - - - - A.1 N w h W � h _ 6A5 ,. -_. _ - - tr- 0 m , ° I-SEX b + Q ' MEN5 I STAFF rt' F.O.SHT W m M 'S LOGGERS LOUNGE TOILET - - a0 - - ;p - a mm p N - FIRE RBER - �O -�06.A 3 - - 13- 103 _ - - - _ - - - - '. L U1 w Q r6lSHWR. o m P'5 a s a . Q AND ALARM O O ( - WNTIN6 PANEL -MECH.SOFFIT LOCATION I _ I44r��� 32 BOTT.OF SOFFIT , � O' _ VEST 5 7 In' OU u ENS HALL 107 1 1 O N u Y TOP OF SOFFIT A6.0 ELEG/ 133 ____ \ -- _ / k PROVIDE KNOX BOX A6.0 y� Q x SWINK. WOM ..:. m SYSTEM AS PROVIDE AROUND ENTIRE 141 ' 137 '_ / APPROVED BY _ G ` PERIMETER OF PROM 51GNAGE ' 1S6 sT I.T. \ ^� a T 111 \\ AUTHORITY HAVING ' CLERESTORY 1/2'THICK REF - I JUSRIDICATION m " 192 �. - CONSULT 4 F a� TA4'I.E. �VIITH A2.0 f _F�J' ° ,, BUSIN '..- 107 q o V TOP OF 50FFR 2 h y LL EACH PANEO HAVE A TIC L MOUNTED TO WALL.PANELS AND EDGES :p I I 105� RECEPTION ro UU r F, LAMINATE FINISH.REFER h H�L 104 F� a N TO SHEET A2.9 FINISH ,.. 131 a ;dS5 LEGEND NOTE"LRP" "Y m G - - - - - - -- - YLAGER - - - - - - G 2 124 124 u /"OPEN\ 1 8 1 y Y -TO BELOW // 0 A6.9 Y i o- 115 y -� U) I_ DIRECTOR m �^ ii m 15EX Al 14-71 1/Y�/- = •a PRE-OP TOILET 709 a q tj 7 TOP OF PANEL=19-b' z ! ! 1 22 b ACCENT BOTPANELS DNIDED EQUALLY � � D �IL..E�D 114 LINEN _ B r PRE-OP a > 16 t a 1107HALL e\ Q LL�i Y SM-RHA5LLI CTED FEMTO _Am CONSULTANT STAMP o GLERESTORY MID LEVEL PLAN p - - - m"; - - - - - - - - - - - p STERILE N.S. PRE-OP 2 -v A6.4 --PROCE55IN6 116 1111 -- 126 A6.4 4 * UNISEX FEG - _h �. TOILET VESTAL 2 ,T 120 Qj RECOVERY U. 117 2 4 ; ARCHITECT STAMP 'Y 110 A6.0 FEc 7 o 7 kc=HOLDI ---_ ---.. < - NOtCSd I� Cl�' GENERAL 121 • . EQUIP m r STORAGE it _'✓f 126 REC G 1 VAF.O.5HT'G EA m B 9 ABBREVIATION LEGEND A6.4 4 A6.4 A6.4 F.O.G.= FACE OF CONCRETE 4 F.O.5HTG= FACE OF SHEATHING PEG= SEMI RECESSED FIRE d 1 2 .EXTINGUISHER A6.1 A6.1 CABINET 2A-10B ' 1'-2'� RATED WALL LEGEND - 9' 1 1S'-101/2" b'-d' 4'-8" 3O''- 4'-0' 9'-d' 4'-8' 9'-d' 4'-0' �-�-�-� 1HOUR FIRE BARRIER i WINDOW WNT70W _3,WNDOW NYNDGY 2'_ NOTE: b' 22'-1 1/2' 23'-1 1/Y 2'-10 1/2" 31'-11/2" 6' REFER TO PENETRATIONS REQUIREMENTS 'Z Y FOR ALL PENETRATIONS THROUGH RATED Lu f WALL ASSEMBLIES f" 1 2 2.8 3 5 0 OVERALL FLOOR PLAN w In (L CID N. n - _ (L � 0 w U)0 O M 2 I O � o LL1 ?J LJL CO ti N - Z LLL Q Q �I -5IGN A.=70 5Q.IN. �`/ O Z --INTERNAMONAL SYMBOL 1'LETTERING OVER Li. Q / CONTRASTING l 12'N- -O LETTERING OVER N .m. '_. 10""/- BACKGROUND 1 ----- - / CONTRASTING W / BACKGROUND y m REVISIONS 4 C �`,[ N0. REMARKS Z U �3"HIGH LETTERING MIN. MEDICAL GASES T1'P. /� PLAN CHECK 8 COORD. PARKING- SPRINKLEF� () a ONLY NO SMOKING OR OPEN FLAME U O H RISER ROOM 9 -VAN ACCESSIBLE WHERE Al 11 '• VAN APPLICABLE CHECKED DK W M 80"MIN.IF ADJACENT DATE 5.20-18? ACCESSIBLE TO ACCESSIBLE ROUT. (.1 OTHER WI5E(10'A.F.S. DRAWN DEK U) JOB NO. 16010 SHEET NUMBER 1-0 3 _,-0AGE A2.0 Y 3 IGNA�GE 2 IGNE SIGN 6Q, v�" ,4G WALL TYPE5 i MARK RATING UL DESIGN DESCRIPTION a N/A N/A 2X6 V100D STUDS®IS"O.G. 1 2 3 3.8 4 PROVIDE UNDER SINK 1.INTERIOR FINISH 1 LAYERS 5/W GYPSUM BOARD PROTECTION FOR NOT C .� WITH FAINTED AND TEXTURE FINISH OVER 4 MIL A, GOLD WATER LINES. O VAPOR BARRIER ON THE INTERIOR. TRANSFER TYPE FIBER 1 TYPICAL ALL ACCE5510LE CANOPY REOUI MOEN7'S FOR `t: R-/9 BATi INSULATION STUD CAVITY GLASS SHOVER PER SINKS SERVER 4 TELEPHONE D m J , A111.1 REFER TO BHT SYSTEM W/OVNER 4 (6 ma v, ADA.FI6 608.2.11 ELEC.PANELS SUPPLIER,PROVIDE 1/4' �[ ' 2.EXTERIOR FINISH 70 BE EIFS SYSTEM BASED ON m U� 5TO THERM WITH MIN.1 1/2"CONTINUOUS INSULATION w Z a RE:A6.7 OVER 056 SUBSTRATE(SEE STRUGT. REF.ELEG DRW' PLYWOOD SURFACE ON _t• DRAM1,S) INTERCOM/ 7 PROXIMITY ALL WALLS BUZZER TO r 2 C 0N/A N/A 2X6 WOOD FURRING STUDS o 16'O.G. MECH.VENT TO NURSE STATION A6.1 COMBO,SEE AD b ASA 7 SHADING l - EXTERIOR (20)HALF q ELEC.DW65. hb.4 NOICATE5 4 ■ 1.EXTERIOR FINISH TO BE ADHERED STONE O LOCKERS,MIG)- BABY GRANGE STATION,KOALA 4 SOFFIT ABOVE Q + O VENEER FINISH OVER LATH AND SGRATGH COAT __ _ - (SEE RCP) W n U a. EE INTER OVER 1 1/2'GONTNUOU5 EP5 INSULATION OVER /'1 A A 4 _-. i - - O. mN 0 m FLUID APPLIED MEMBRANDE OVER EXTERIOR 055 7 SELEVAT ONI� A O f" - _ - - N u SHEATHING A6.4 I- m r - _-PPROVED EQUAL - _--. __._.-. _ _I S r a F 133 BEAR KARE(r STATION OR _ ""♦ 2.ADHERED STONE BASIS OF DESIGN: - - 140 _ - _ -- - - _ 1 -I _ - _ - _ - _ a N CREATIVE MINES INC.(500)453-7040 �•1 B \ Q ,, �. _-..�-, - Al1 N 0 w ' PATTERN: GRAFT SPLIT MODULARNALL " 1'+ FLAT PANEL _1 f m N G z. --, TV NF)� _ .� J COLOR: GREY PEARL 5' OXYGEN Al-OTHER 1 0 9`-2" 'B 10'-e 1/2" BENGN % Q x RE:A6.7 AND A6.8 MEDICAL GASES SHALL 3" BE STORED OR U5ED T G6 1/2"_ 5'-5 9/4' 10 81/2'�• ❑G N/A N/A 3625162-33 o 16"O.G.INTERIOR METAL IN ACCORDANCE WITH A 18 UNI__. rr - O Q 2 W y FRAMING STUDS SECTION q.4 OF NFPA 99 _ D BENCH PART OF �• (NFPA 4.3 - - -_-_ 3-51/2 M 5 D Fi F/..SUg_ '.STAFF TOILET LJ 7 C WHEELCHAIR MIG) FURNRURE PACKAGE 3 1. FINISH TO BE 1 LAYER OF 5/8"GYP.BD.TYPE W"- Mir' 19q A7.1 KUK5 .PANEL RE: (LOUNGE 1Og A a STORAGE BELOW 9 'X'OH EACH SIDE WITH A LEVEL 5 SMOOTH FINISH / Q^\ TOILET 138 Fi BC 7 a o ` AND PAINTED FINISH. 1 - _ - - OHM'- - - DRAWINGS - - -rlO�t-21/7 - "� ' 799 A7.1 0 19 / 2.PROVIDE SOUND INSULATION IN STUD CAVITY. F - p 51GNAGE PER INTERIOR �� trail AGGES� RIES A5 7 HR. ; G GOAT /____9.-1 ( B ts)BMW,O O ,� -.-. 5'-5 9/4" 6'-71/2' �TOM9CH SLIDING DOOR.SEEPROVIDE TOILET ICG A11T1 GH T ALUMINUM3.PROVIDE MOISTURE RESISTANT GYP.BD.M NOTED IN ENLARGED I D 138 WINDOW;SILL THE FOLLOWING AREAS.TOILET ROOMS, A7 1 ED.PROVIDE IGN BEHINDE CASE WORK WITH PLUMBING AND IN OR N.G.TOILET ROOM 135 0AFF -�_�- _ -.._- ABOME VE DOOR THAT STATES, ROOMS. (SEE DETAIL 2/A2 1) "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDINb IS PAD _0, OCCUPIED"4.TERMINATE ALL WALLS 6•ABOVE FINI5H TV MICC)0 iv WAMNGCEILINGS. 1 HR COFFEE MAKER . Z-NALL 114"AFF SOL SURFACE7 -________: RE5�I7Rpp1,.1 DISHWASHER(OSGI)ANOVE n 102N/A N/A 6005162-33 0 16'O.G.INTERIOR METAL FRAMING C0AT5 SCRUBS19 I 196 STUDS .0 VACUUM PUMP,SEE ICC A117.1 CH 7 ___-- - �" RECESSED 101A A6.0 * 1. FNISH TO BE 1 LAYER OF 5/B"GYP.BD.TYPE MECH.DW65. I w I WOMEN5 A7.1 ----- --- LOGO FLOOR MA T7 PUSH PAD ��1DDD 'X'ON EACH SIDE WITH A LEVEL 5 SMOOTH FINISH _LLx� MLGH./ TOILET/ 'a A7.1 \ _ - SIGNAGE / x PROVIDE 6• - 1 ELEC. OMEN - •5 MIG) 1 AND PAINTED FINISH. STAGGERED 141_I I 197 20 197 18 L�R9 ________ �_ _ ___ 1 is 2.PROVIDE SWND INSULATION IN STUD CAVITY. 5�5D 3'-5 9/4" 3'-2" 10'-61/2" 96 --- -ROOF 6 ySN� ACZESS 1♦ S.PROVIDE MOISTURE RESISTANT GYP.BD.IN THE WALLS 141 �� ❑ f LL LADDER t I.T. G C a A S y FOLLOWING AREAS.TOILET ROOMS,BEHINDE I C 734 HATCH C BUSM ! CONSULT 00 CASE WORK WITH PWMBIN. ' CBENCH b�-Q T 6 13 K 5 105 I. r G G 10-F L I O HALL 194 ,,'O O e N i 4.TERMINATE ALL WALLS MIN,6"ABOVE FINISH 2 , O ` O A7.1 b 2 C CEILINGS. 133 PROVE '--- CONSULTANT STAMP A6 4 _ ;o DOOR G 3 A7.1 102 p i qO. 1 HR U914 2X4 0 16"O.G.STAGGERED WOOD STUDS ON 2X6 1 (20)HALF 132 _ __.___ RATED PLATES TRANSFER TYX�o v FBER GLASS LOCKERS,MIG)- ADJUSTABLE C 3"CORNER -I c 1. FINISH TO BE 1 LAYER OF 5/6"GYP.BD.TYPE B '- E 5FIGWER i'ER + SEE SEE INTERIOR 2'-0 V2• SHELVING DiRADIUS'X'ON EACH SIDE WITH A LEVEL 5 SMOOTH FINISH ❑ r I 1 HR A717.1 REFER MEDICAL EI-EVATIONS SHELVES) O AND PAINTED FINISH. EQUIPMENT SHT A0.7,FIG PANEL 13- RETURN AIR 8.2.1 CHASE 131 �' PROXIMITY READER C LOCKABLE 1 44 ------- 2.PROVIDE SOUND INSULATION IN STUD CAVITY. .. ---__ '. �� in KEYPAD COMBO, SEE ELEC.DWGS. (NC) EQUIPMENT(NIG) FOLLON TOLET 4.TERMNATEN S/✓�.BDAND I ROOMS,YP.BD.E - D a♦ S.PROVIDE MOISTURE RESISTANT GYP.BD.M - - ' .IAN - - - _ - - - - - - ` CASE WORK WITH PLUMBING AND IN OR ROOMS. 12 SHADING in ' �5 CART 1,- INDICATES ARCHITECT STAMP FNI5H AT BOTTOM OF ROOF SHEATHING ON NON- MICROSCOPE v BLANKET 124 D (SEE RCP51-15- ) BOTTOM (N C) WARMER <- 124 - 7 A7.1 5.PROVIDE MOISTURE RESISTANT GYP.BD.AT OR.e1 r m C MOP SUNK, ALL WALLS WITH TILE NNISHE5. CEILING MOUNTED I SEE PLUMBIN - 1 MEDICAL PANEL DWGS. O v YA6 LASS i' VERIFY LOCATION W/ fl 8.DEEP U U 5) ,ryE� V io8 iOB C. RATED STUDr 2-33 0 16'O.G.INTERIOR METAL FRAMINb CIRCULATOR LIER 2'-4 1/2' _ SHELF 1. FINISH TO BE 1 LAYER OF 5/8"GYP.BD.TYPE DESK _- �+ f a U I D•i I G A f"t Y7 ON SIDE WITH A M FINISH .LAIN a X' EACH DE LEVEL 5 SMOOTH F SH DIGITAL MUSIC DUAL SWING ANESTH O C 115 .�♦ AND PAINTED FINISH. OR SATELLITE 13 A7.1 DOOR CART MIG) SIM.in 0 AD.LSTABLE SHELVING C RN f DOCKING STATION 2.PROVIDE SOUND INSULATION IN STUD CAVITY. RADIO(NIG) VDEO MONITOR MIG)6 SINGLE HEAD (5 SHELVES) G _ L7JIRECTOR O 80'AFF-VDEO FROM SCRUB SINK W/ 115 -•: ------ -_'::.. ". T`�- -- .. �q. . 3.PROVIDE MOISTURE RE515TANT GYP.BD.IN RETURN AIR REV. MIGROSGOPE INFARED FAI/GET, PRE-OP `CUTRAIN TRACK, THE FOLLOWING AREAS.TOILET ROOMS, CHASE BATTERY POWERED SEE PLUMBING C .... T- DWGS. 112 ttP. ml O4 MATCH LINE BEHINDE CASE WORK WITH PLUMBING AND IN OR MATCH LINE y CLOCK o 90'AFF _-_- -_-- --_- ----- ROOMS. Y 4.TERMINATE 5/6"GYP.BD.FINISH TO 6YP.BD. 130A PUSH O e FINISH AT BOTTOM OF ROOF SHEATHING ON NON- ` \ PAD�r--- 109 G BOTTOM ' 1 G 1 112 21'-B3/4 B'-5114" 5'-b' q'-01/2" 9'-O' q-O' S'-51/2' ' S.PROVIDE MOISTURE RESISTANT GYP.BD.AT --- 7306 C -I-ALL WALLS WITH TILE FINISHES. SYMBOL LEGEND 9 HALL '•♦ ........ 1 HOUR FIRE BARRIER Nil ABBREVIATION LEGEND 1 2 FES= SEMI RECE59W FIRE w NOTE: EXTINGUISHER • REFER TO PENETRATION5 A6.1 A6.1 CABINET 2A-10B REQUIREMENTS FOR ALL z RATED WALL PENETRATIONS THROUGH GENERALw NOTES, S = 1.PROVIDE UNDER SINK PROTECTION FOR U �. Y COLUMN,SEE STRUC.DWGS. HOT COLD WATER LINES.TYPICAL L } w- D I ACCESSIBLE SINKS. (�T/� O I L- �J BARS w55VERTIGALA PGV� FLOOR PLAN L`D Z _ JAB w g REQUIREDBACKING-BOBRIGK e5-5606 114' -1'-0" W M OR APPROVED EQUAL ✓ y �6 SURFACE MOUNT FEMININE Lo Q O r M NAPKN DISPOSAL,BOBRICK F-J0-210 OR APPROVED EQUAL w LLcb NI \ DBL.TOILET PAPER > U J W \ DISPENSER,BOBRICK e5-656 0 5'DIAM.TURNING / \ OR APPROVED EQUAL of Q 0 LL O J U CIRCLE D , PROVIDE WALL MOUNTED BED MEDICAL PANELS w ( \ PAN SPRAY ASSEMBLY.SEE CVO Z g P: - E C. PLUMBING DWGS. NOTE:THIS IS ONLY A SCHEMATIC REPRESENTATION. Z U c ---.--WATER CLOSET,SEE W N = APPROVED EQUAL- T II I PWMBNG DWGS. " F- BOBRIGK,ViAST,OR I ) WAGD OXYGEN VACUUM OXYGEN OXYGEN c MEDICAL AIR ___-__---__ 2SINGLE 4-PLEX OUTLET 4-PLEXOUTLET / REVISIONS En DOORIAG�2, WALL HUNG SINK,BEE RECEPTACLE VACUUM EMERGENCY POWER I -I NO. REMARKS Z PAPER TON✓EL .' \ VACUUM POWER BYELEC.) ELEC. ♦ b° I / PLUMBING DW65. BV EMERGENCY 00 00 b' O POWER(BY ® O O O C) ® O O O NURSE CALL U PLAN CHECK&COORD. O • > ANTI-BACTERIAL SOAP - - / e e e e e ELEC.) ° e LLLJJJ U DISP.,BOBRIGK•B- PROVIDE EMERGENCY n 5090,OR APPROVED ACCESS HARDWARE, O.R.Ji-O.R.J2 DATA PORT O.R.91&O.R.J2 ALL PREP/RECOVERV 8 FEMTO LL EQUAL A B SEE PANEL"B"FOR LOCATIONS SEE PANEL"C"FOR LOCATIONS MOUNTING HT: / U T q SEE DOOR SGFIED. SEE PANEL"A"FOR LOCATIONS p1 --- CEILING MOUNTED MOUNTING HT+4&"AFF +54"AFF IN PREPIRECOVERY.46"AFF IN FEMTO LL LL a TOTAL-2 TOTAL=2 TOTAL•10 o Q CHECKED DK p v MIRROR 24"X 56" 18'MN w m BOBRICK 10-165,OR NOTE:COORDINATE ELECTRICAL OUTLETS,LIGHT SWITCHES,&NURSE CALL LOCATIONS WITH MEDICAL PANELS.SEE POWER&TELEPHONE PLAN FOR SUGGESTED MOUNTING HEIGHTS,BUT VERIFY REQUIRED HEIGHTS AS SPECIFIED IN DATE 5-2D-16 1 APPROVED EQUAL- RELATION TO LOCATION&SIZE OF VACUUM BOTTLES AND WATER BOTTLES ATTACHED TO MEDICAL PANELS. - -- DRAWN JB U -�. JOB NO. 18010 a SHEET NUMBER TYPIGAL H.G. OILET . KEY PLAN AZ. N I HALL TYPES MARK RATING UL DESIGN DESCRIPTION 1 1 \-/ 5 Y A6.t Y A6.1 N/A N/A 2X6 MOOD STUDS®16"O.G. C 1.INTERIOR FINISH 1 LAYERS 5/8"bYPSUM BOARD W WITH PAINTED AND N THE INTERIOR. FINISH OVER 4 MIL ------ VAPOR BARRIER IO THE INTERIOR. O R-19 BATT M5ULATK)rl STUD CAVITY RETURN AIR 115 C O 7 O ' :.:...DIRECTOR � m CHASE PRE-OP .; W m U F --------_, --__- "LJ 2.EXTERIOR FINISH TO BE EIFS SYSTEM BASED OH -- '-1''.: 112 '''.. ---- 109 W Z a 11 STO THERM WITH MIN.11/2"CONTINUOUS INSULATION Z-OS/4" 4-6" DUAL b 10'-D S/4' 8'-53/4' /1'-81/2" 7-99/4' 4'-9' 14'-9" 10'-9" RE:A6.T OVER O56 SUBSTRATE(SEE STRUGT. R- O EB m U1 In DRAWINGS) �AT�LICE___ _ �i���� �� FAD ��ATM�LINE� O a FE N/A N/A 2X6 WOOD FURRING STUDS!I,O.G. � 190A O W PAD PROVIDE UNDER SINK 1.EXTERIOR FINISH TO BE ADHERED STONE 'y AUTO SWING DOOR PROTECTION FOR HOT GOLD 109 Q + m K o T WATER LINES.TYPICAL ALL y U a VENEER FINISH OVER LATH AND SCRATCH COAT :o PROVIDE RE5TI900M ACGE55BI-E SINKS' 1 SOLID SURFACE 0 OVER 1 1/2"CONTINUOUS EF5 INSULATION OVER SEMI-RESTIGTED SIGNAGE PER ICC A117.1 .'1 7'-1 MATERIAL CL m N r FWD APPLIED MEMBRANDE OVER EXTERIOR OSB 1308 G HALL 112 PUSH 1'-O" b CURTAIN t '" SHEATHN6 G D LED 1 9 O 1 G PAD TRACK.TYF. t 21. G x '. 1� CART MID)...._ a - u 2.ADHERED STONE BASIS OF DESIGN: UTILITY G MONITOR MID) CREATIVE MINES INC.(800)455-7040 ...._...... ...i 129 114 1 9 SEE MED 7 m 0 w PATTERN: CRAFT SPLIT MODULAR O WASTE 4 DOLOR. GREY PEARL 5" 3 501LDED LINEN GLPANER MID) A7.1 J LINEN I /110 V) RE.A6.1 AND A6.8 BIN MID)-qFULTRAWNIC, MATERSU FADE 119 \\ ` b c ¢ . LV_ PANEL"G"- Ln x ❑G N/A WA 3625162-33 6 16'O.G.INTERIOR METAL AUTO GLAVE5 16 12S -1- HALL AT.1 14 - 16 OD E\\ \ PRE N , 1. FINISH TO BE 1 LAYER OF 5/8"bYP.BD.TYPE I �LJ-{I 710 ' FROMINAC 5DE WITH A LEVEL 5 SMOOTH FINISH �- MIGO 7 D M F TO O ' N 106 \\ _ „-SINK,SEE PLUMBING - UNI AND PAINTED FINISH. A 10 DGOR DWGS. T1'P. �1ot D O 19 c 2.PROVIDE SOUND INSULATION IN STUD CAVITY. MOVEABLE WIRE B G 9 A7.1 e cu �� RACKS MID) _ b 125 S.PROVIDE MOISTURE RESISTANT GYP.BD.IN I f"1 1 - - - - - - - - O - - - _ - - ,y _ m - - MART MID)_ THE FOLLOWING AREAS.TOILET ROOMS, \�/� GLEPN S-0- INTERIOR ALUM. 5EE CULT MACHINE 'l25 in SLDM6 G MONITOR MID) BENINDE CASE WORK WITH PLUMBIN6 AND IN OR '. IS 1 MED INC)ABOVE VCR i �. ROOMS. UTILIT< PANEL MIL) "TYPE SEEMED O STER^ 0 G ""' DOOR' BENCH PART OF A7.1 FULL HEIGHT Q 117 PANEL � SLDIN6 WNDW • STUDS4. RMINATE ALL WA-LS b"AEiOVE FINSH 2 PROGE' b MTERILRERS N PH PAD UN G LOCKABLE STORAGE \i\ PRE-OP b FURNITURE PACKAGE CEILINGS. 4 C? ( TOI INTERIOR in 1 PROVDE WATER \ im tr O METAL FRAMINC, • f LINE FOR ICE 2 ,... G 1 8 EMTO14N. - LINEN MAKER,SEE in \\ y4.1 IR MID) A6.4 D N/A WA 1. FINISH TO BE I LAYER OF 5//8"6YP BD.TYPE LASER 1 PWMBN6 D 5. d w K ON EACH SIDE WITH A LEVEL 5 SMOOTH FINISH B I I 12TB LASER MIW 179 C BELOW J v AND PAINTED FINISH. RETURN AIR C 2.PROVIDE SOUND INSULATION IN STUD CAVITY. CHASE 1 INTERCOM EIVN& ' PROXIMITY READER/ ^Q DIGITAL MUSIC FROM RECEIVING 6 ,S.PROVIDE MOISTURE RESISTANT GYP.BD.M THE SIN6L EAD Er PUSH PhD -KEYPAD COM60 SEE w FOLLOWMb AREAS.TOILET ROOMS,BENINDE DOCKING STATION / m BATTERY PONERED G 129 CLEANSER SPRAY `GASES 11 ELEC.DW65. 0 k CASE WORK WITH PLUMBIN. OR SATELLITE F AlVEST .I PUSH PADS,SEE RADD MID) Y INFA E FPUCET, PROVIDE Y+hLL .. ELEC.DWGS. - / CLOCK•90"AFF C MOUNTED BED PAN 4.TERMINATE ALL WALLS MIN.b"ABOVE FINISH - VDEO MONITOR(NC)• m 117 ^ CONSULTANT STAMP CEILINGS. BO"AFIMROSCOPEEO FROM SGWE, INK w/ DUO 5 IN6 b ASSEMBLY A7., AUTO SWING SEEP BIN6 PROVIDE RE5TROOM DOOR 2 ' 1 HR U31 .•16"O.G.STAGGERED WOOD STUDS ON 2X6 -' DUAL SWING DOOR DYVGS. PUSH PAD 516NA6E PER lu A117.1 CH.7 A6 0 RATED PLATES A6.0 ^ 1B". IRCULATOR P 1 HR. CURTAN TRACK, 117A 11 1 1. FINISH TO BE 1 LAYER OF 5/8"bYP.BD.TYPE DESK 19 A7 1 SHELF _.-_-., MIN. ..... , .:-.._- ----RECOVERY'-- n•P-- UTO DOOR Nb 1 X ON EACH SIDE WITH A LEVEL 5 SMOOTH FINISH ANEShI 6 1 HR. m O PROVIDE PCC.E55 118 J1- \ / AND PAINTED FINISH. DART MID) ' CONTROL HARDWARE / / \ / r e"DEEP in O.R.#2 G F 126E 121 n 2.PROVIDE SOUND INSULATION IN STUD CAVITY. DART MID) -- S.PROVIDE MOISTURE RE915TANT bYP.BD.IN I I \ I THE FOLLOWING AREAS.TOILET ROOMS,BEHMDE GEILIN MOUNTED 1 HR MONITOR MID) SOILED v F --- CASE WORK WITH PWMBMb AND IN PANEL'A"OR ROOMS. VERIFY LOCATION w/ 3'-O 1/2' 1 HR. I HOLDING ^ CANOPY .� 21-D9/4' D'-9S/4' 6'-4t/4" 7-T1/T . iHR. 2D'-DI/]` O 9-02' ABOVE ARCHITECT STAMP 4.TERMINATE 5/81'GYP.BD.FINISH TO GYP.BD. OWNER 4 SUPPLIER FINISH AT BOTTOM OF ROOF SHEATHING ON NON- G _.........- _ F BOTTOM I GENERAL PE Eaulp -_ ® _f a Ar.IsnaT 5.PROVIDE MOISTURE RESISTANT GYP.BD.AT INC)� --- �' F a STORAGE 1228 i A.,= ALL WALLS WITH TILE FINISHES. -_ i EQUIPMENT 1 HR o RACKS MID) ry 1 HR ,�;z 5E SEE MED ��I�P I E MED I SEE MED SEE MED PANEL'C' -... V ED 1 HR U405 9625162-33®16"O.G.INTERIOR METAL FRAMING `` INK.) 1'-6 3/4" ( I PANEL'C".__ I I PANEL"D"- ' 1 CIA A MOVEABLE WIRE PANEL"D"'_ 1 RATED STUDS -_ 0 --_ 1 j + 1 AND PANTED FINISH H1.FINISH TO BE 1 A OF EEL 5 GYP.BD.TYPEy/ -_.� RECEMNbyy((�� WON EACH SIDE WITH A LEVEL 5 SMOOTH FINISH + 2.PROVIDE SOUND INSULATION IN 5TIJD DAVIT'. E,9 - -': _- __ __.... _ _._ - - __ ... - - _---_ _ _ __ _- _ _ O O O O �• E - - - - 3 9.PROVDE MOISTURE RESISTANT GYP.BD.IN ' O 122A A6 4 THE FOLLOWING AREA5.TOILET ROOMS, } m B 5 B❑ EEHIINDE CASE WORK NTH PLUMBING AND IN OR D B-- -A RETURN AIR B p � �TERDOM/ �'4 ABBREVIATION LFEMI R ROOMS. \�'J/ •�'6p NURSE STATION-J FEG_ SEMI RECESSED FIRE 4.TERMINATE 5/8 GYP.BV.OF FINISH IN GYF.BD. Ay 4 1 2 FINISH AT BOTTOM OF ROOF SHEATHING ON NON- A6.1 A,6.1 CABINET 2A-10B Y BOTTOM Q c 5.PROVIDE MOISTURE RESISTANT 6YP.BD.AT GENERAL NOTES: ALL WALLS WITH TILE FINISHES. 1. SYMBOL LEGEND HOT PROVIDE UNDER SINK PROTECTION FOR HOT GOLD WATER LINES.TYPICAL L N ....... 1 HOUR FIRE BARRIER n ACLE551BLE SINKS. ui 1 NOTE: REFER TO PENETRATIONS REQUIREMEN75 FOR ALL z PEN��ES FLOOR PLAN v = o w Z g ' � X CD � o 1 N o FENETRATION5 FIRE RATED ASSEMBLIES MEDIG-AL PANELS GENERAL NOTES: WALLS DESCRIPTION FIRE STOP NOTE:THIS IS ONLY A SCHEMATIC REPRESENTATION. W J RATING U Q W Z 1.REFER TO THE GENERAL REQUIREMENTS OF 2012 IBC SECTION 114 WAG D - - -OXYGEN O LL c THROUGH PENETRATION FIRE STOPS. TYPICAL FIRE RESISTIVE =FIRE EAFINb PER VACUUM OXYGEN OXYGEN J O UI WOOD FRAMES NON- IBC 714.9 MEDICALAIR -2 SINGLE 4-PLEX OUTLET 4-PLEX OUTLET W Z 2.ALL FIRE STOP SYSTEMS MUST BE SUBMITTED FOR APPROVAL PRIOR TO BEARING WALL OR ANY RECEPTACLE VACUUM EMERGENCY POWER N g VACUUM EMERGENCY (By � O t APPLICATION AND MUST BE LISTED BY AN APPROVED TESTING AGENCY SUCH - WALL REQUIRED TO HAVE OUTLETS Z POWER(BY ELEC J ELEC.) AS UNDERWR TEK5 LABORATORIES FOR THE RATN6 AND APPLICATION PROTECTED OPENIN65 OR a a EMERGENCY ® 4 O O ® O O I� ` W 5 o' u REQUIRED. _ A5 NOTED O O O O O POWER(BY O O O O O O O O It NURSE CALL T 9.VOIDS CREATED AT THE INTERSECTION OF THE EXTERIOR WALL ELEC.) LLJJ ASSEMBLIES AND RATED FLOOR/CEILING ASSEMBLIES SHALL BE SEALED FIRE SAFM6 MATERIAL REVISIONS OR#1-O.R.#2 DATA PORT O.R.#1 80.R.#2 ALL PREP/RECOVERV 8 FEMTO HOT 6A5 ITHMhIE TIME PERIOD EQUAL SUCH MATERIAL BALL BE SECURELY --"- __ _ B C THE PASSAGE OF FLAME AND ANY NON A SEE PANEL"A"FOR LOCATIONS SEE PANEL"B"FOR LOCATIONS SEE PANEL"C"FOR LOCATIONS MOUNTING HT: NO. REMARKSAFFROVEP Z c INSTALLED AND CAPABLE OF PREVENTING CORRIDOR GEILIN6 Lj TO THE FIRE RESISTIVE RATE CEILING MOUNTED MOUNTING HT 448"AFF +54"AFF IN PREP/RECOVERY,48"AFF IN FEMTO ,. GEILIN6 AND WALL ASSEMBLY OF 1 HOUR. COMBUPENETRATING NON- O FENETRTIN6 ITEM LESS TOTAL=2 TOTAL=2 TOTAL=10 /� PLAN CHECKSCOORD. V 4.ALL INTERIOR FINISHES SHALL CONFORM TO 2012 IP.D CHAPTER a THAN 4"VA.OR 16 90. �'� U o INTERIOR FINISHES INCLUDING A5 FOLLOWS: IN.CROSS 5ECTON NOTE:COORDINATE ELECTRICAL OUTLETS,LIGHT SWITCHES,8 NURSE CALL LOCATIONS WITH MEDICAL PANELS.SEE POWER 8 TELEPHONE PLAN FOR SUGGESTED MOUNTING HEIGHTS,BUT VERIFY REQUIRED HEIGHTS AS SPECIFIED IN m RELATION TO LOCATION 8 SIZE OF VACUUM BOTTLES AND WATER BOTTLES ATTACHED TO MEDICAL PANELS, zh STAIRWELLS:CLASS A,0-25 FLAME SPREAD CORRIDORS AND O m HORIZONTAL EXITS:CLASS A,0-25 FLAME SPREAD _ EXAMPLE OF AN U LL. ROOMS AND AREAS:GLASS B,26-45 FLAME SPREAD GLASS C,76-200 IN APPLIGABLE MEMBRANE ADMINISTRATIVE AREAS i BHT ATTION�TO.IN. CHECKED DK w t y EXCEED 100 5Q.N IN 100 1 DATE 5.20-16 + j 50.F.OF WALL _... DRAWN JB U) JOB NO. 16010 a FIRE 5AFN6 MATERIAL v KEY PLAN SHEET NUMBER M o A2.2 v Y Mt 1 2.8 2.9 3 3.8 4 5 6 I I i -- — -- — - — E � — 0 0 AIca R,,l, ENT5 m z FLOMII TYP. j [ M — — — — — — — — — u w \ ❑ 2 ., MEWS SThI'� T — I I I — NGC wAm G 1 1 11 IIIIIIIIIIII a 9 Q L 0 n P2 •'. I Io I o II I II I II I II I II I II I II I aw m_ o pa. r,;!.'^ns';i'�!'!♦ r''t`.'.. Uo•��2�$Ztl.'oE^I �y _. �—�.: J\\I 1/��I -Jr_/�\.E�.T_._'___._r.�J I �Ii2i T)'./�/�/�"�❑\j❑-G/�6��_�1 __��5[�MI-RGESTGIG1'TsGc3m Cc3 Na CmRpn L••::••;•i• Gn 6 1 ... TU SMI—E-5 5—P�—rI I'I2{{I``ffYfffl:i --��,•——^ •• 'I_i_oI(,4i••❑ -__I_IIII.....P.:MG....•��G�\/�\�/ ��IIIIII I�_ IIII I �III IIIIIIIILI IIIIII.„-.D.e-IIIIII. P IRIIIIIIII�R.E.PRaEIIII CaNG-i T.�IIII1.III1II.O. I�IIII IIIIII�.IIII.I—,-.IIIIIIIII J..::i•:��:•:�:;:�IIIII I II -�P-•2P•G❑❑❑�•I••I I CACHENACMsIEv cN T CO LOR uuNf 1 nt a:•o1amm�"fIM�eZ,s : �oIA�N '0—t•'M �oI 0€� r A 1 �u GG HILL O ELE T LET cu r WOMEN' P2STO IT RcccrTloN HALL 16 31 CONSULTANT STAMP LAN 124 P I nc vsLR OR a1 JnN G 1,51 ARCHITECT STAMP f \ G G1 FLOORING 4 FINISH LEGEND PG 109 PTPORCELrINnLE )�_____ _________________ ___ --------------- ENTRY MAT CARPET TILITY p- CARPET HALL 1061 HOMOGENOUS SHEET VINYL FEMTO VINYL yF4 63Lu SHEET VINYL WOOD BRAIN CLEAN W CONCRETE SEALDN sUTILITY/ STERILE INO 2 O STATIC 0I55PATNE TILE Ww.. . r� z InGG2 naZ co 'i F� G62 C/) -SE FMIS LEGENDPANT P4 III IUJ Oaa OR. 4TI GGl OLL LL : . c�0U0Y PG LL Z U) Ie I -SEE FINISH LEbe+D > - - — — — — wL2 GG7 r-Gi LL REVISIONS R.RAIL -SE FN15H NO. REMARKS ZG TORnec i�uPwG Zh PLAN CHECK 8 COORD 126, GR O D9 U L CHECKED ChekerW DATE 8.20.18 RECEIVING oa r ZLnL/ _ .L .M. ... .,,......,. DRAWN Author U JOB NO. 16010 I • g a E-q -- -p -- - _ SHEET NUMBER A2.3 OVERALL FINISH FLOOR PLAN e FINISH SGHEDULE FINISH LEGEND MATERIALS KEY ABBREVIATIONS&SPECIFICATIONS Room Room Name Floor Base Wall Finishes Ceiling Millwork *Remarks PC Privacy Curtain&TRACK No. fin. fin. N E S W Mat'I. Fin. Height Fin. Act Acoustical tile,2'x 2'reveal edge w/recessed tee grid Fabricator: Northwest Sales&Distribution,Cynthia Reynolds Y Monuf:Certain Teed Fabric Manuf: Momentum Textiles 101 Vestibule EMC R3 P3 P3 P3 P3 AC1 FF V-0" 'PLI 13 Style:Vantage 10 Pattern: Streamers a Product: Protectone#PVN-154 Color: Sunwashed * W a 102 Waiting CPT/SVW R2 *P3/LRP *P3/LRP *P3/LRP P2/P31LRP ACl/GB IF/P1 9'-0V 8'-0"/ PLI 1,2,11 y m u Size:2'x 2'reveal edge w/recessed tee grid Repeat: 92"L x 72"w m z F 20'-0" Notes:Or approved Substitute Railroaded: YES,reverse repeat - * Mesh Top; No.50,I/2'Hole Flame Resistant ra m N N 103 H.C.Toilet PT GWT/EP2 *GWT/FP2 GWT/EP2 GWT/EP2 ACT FF 9'-0" 3 AC2 Acoustical file,2'x4'reveal edge panel w/center score o Baton: 3/8"dlam,fiberglass shaft with hook m o Manuf:Certain Teed < 104 Reception CPT R2 *P3/1`4 P3 *P3/P4 *GB Pl 9'-0"/ 8'-6" PL1/PL2JSS1 2,4,14 Curtain Tieback: Nickle-plated brass chain I] + m a o Style:Baroque Customline o 105 Business CPT R2 P3 P3 P3 P3 *AC3 FF 9'-0" PL1/PL2 4,15 Product: Protectone#PBQCL-224 Qtv: (2)setsperroom+l0% y u< Track: Standard Kirsh Series 9600,extruded aluminum A. 106 Hall S V W R2 P3 P3 P3 ACT FF 9'-0" Size: 2'x 4'reveal edge panel w/center score o a S 2 Notes:Or approved Substitute Track finish: Satin Anodized � t t a 07 Consult CPT R2 P3 P2 P3 P3 AC 1 FF 9'-0" - Curtain Canters: Two nylon rollers and nylon axle with aluminum hook a a Y AC3 Acoustical tile,2'x 4'square edge panel w/flush fee grid Installation: Refer to Reflected Ceiling plan for locations. PLI Plastic laminate 108 Yag Laser SVW R2 P3 P2 P3 P3 AC1 FF 9'-0" PLl/PL2 2,15 Manuf:Certain Teed w in' O" � 109 RN Director SVW R2 P3 *P2 P3 P3 ACT FF 9'-0" 2 Style:Vantage 10 Manuf:Formica vu 110 Pre-Op SVW R2 P3 *P2 P3 P3 ACT FF 9'-0" 2,12 Product: Protectone#PVN-197 Color:5884-58 Chestnut Woodline Size: 2'x 4'square edge panel w/flush tee grid Finish:Matte a w Ill Pre-Op SVW R2 P3 *P2 P3 113 ACT FF 9'-0" 2 12 Notes: Ora roved Substitute a PP Drawer/door Edgebond:2mm PVC to match(Provide sample for approval( 112 Pre-Op SVW R2 *P2 P3 *P4 P3 ACT FF 9'-0" - 2,12 AC4 Acoustical tile,2'x4'square edge panel w/flushtee gdd,woshable surface PL2 Plastic laminate Zia' 113 Linen SVW R2 EPI EP1 Manuf: Certain Teed Manuf:Nevamar EPl EPI GB EP1 8"-6" Q Style:Vin d C Product:Melcore II m 4 H.C.Toilet PT *GWT/EP2 *GWT/EP2 *GWT/EP2 GWT/EP2 ACT FF 9'-0" 3 Product:#1170 170-CRF-I(impervious,unperforated,washable surface) Color:NM55S-7024E,Chalk white M 115 Janitor SVW R2 EPI/*FRP EPI EPI EPI/ *FRP GB EP1 9'-0" 5 Size: 2'x 4'square edge panel w/flush tee grid,washable surface Finish:Matte a 116 Nurse Station SVW R2 *P4 *P4 *P4 AC1/GB FF/P4 9'-0"/ 8'-6" *PLI/PL2 1/PL2 2,14,16 Notes:Or approved Substitute Countertop Edgeband:3mm PVC to match(Provide sample for approval) Y CGi Corner Guard P1.3 Plastic laminate 117 Vestibule EMC R3 P3 P3 P3 P3 ACT FF 9'-0" *PLI 13 Manuf: Inpro Manut::Wilsonart 118 Recovery SVW R2 - 1 1`2 P3 P3 ACT FF 9'-0" 2 Style: 160 High Impact Caner Guard Color:48XK-1 8 Satin Stainless 119 Linen SVW R2 EPI EPI EPI EPI GB EPI 8'-6" Size: 2"x2"x90 degree corner,8'height Finish:Matte Installation:Install above V wall base Door Edgeband:2mm PVC to match(Provide sample for approval( 120 H.C.Toilet PT - *GWT/EP2 *GWT/EP2 *GWT/EP2 *GWT/EP2 ACT FF1 9'-0" 3 Color: Eggshell Ol II PT Porcelain the s 121 Soiled Holding SVW R2 EP3 EP3 EP3 FP3 *AC4 FF 9'-0" - 6 CG2 Corner Guard Distributor:The Masonry Center ` 122 Receiving SVW R2 P3 P3 P3 P3 *AC4 FF 9'-0" G Manuf: Inpro Product:Walking Porcelain w * '" Style: 160 High Impact Caner Guard Color:Desert ' 124 Semi-Restricted Hall SV Rl PT P4 P1 Pl/*EPI AC4/GB FF/EP1 9'-0"/ 8'-0" 2,6,7 Size: 2"xn:I Install 11corner,bhet hi Installation: pattern W 124 Janitor SV RI EPI EPI/*FRP EPI/ FRP EP1 GB FPl 9'-0" - 5 degreeg * Installation;Install above 4"wall base Installation:Slack Bond 25 Femto HSV HSV EP1 EPI EPI EPI GB EPI 10'-0"/ 8'-0" *PL2 8,17 Color:0285 Wheat Field Grout:Custom,Fusion Pro Epoxy Grout,color. #52TobaccoBrown CG3 Corner Guard p ? g O Monuf: Inpro Rl Rubberbase 126 General/Equipment SV R1 P1 Pl Pl Pl "AC4 FF V-0" 6 Style: Clear Corner Guard Manuf:Roppe CONSULTANT STAMP Storage Size: 1-1/8"x 1-1/8'x 90 degree corner,8'height Series:Pinnacle,4"high,Rubber cove Installation:Install above 4"wall base Color: 122 Natural 127 O.R.#2 *HSV *HSV EP1 EPI EP1 f_PI GB FPl 10--0"/ 8'-0" *PL2 8, 17 Color: Clear lexan R2 Rubber base 128 Clean Utility/Sterfle *HSV 'HSV EPT EPI EPI FPI GB FPi 9'-0"/ 8'-0" *PL2 8, 17 CR Crash Rail Manuf:Roppe Processing Manuf: CS Acrovyn Color: Pin Fawn C high,Rubber cove Style:SCR-40 Wall Guard R3 Rubber base 129 Soiled Utility HSV '11SV EPi EPi E111 EP1 GB EPI 9'-0" 8/ '-0" °PL2 8, 17 Size: 4"height,Length varies Installation:Coordinate mounting height with Owner Manuf:Roppe 30 O.R.;il HSV HSV EPI EPI EPI EPI GB PI 10'-0"/ 8'-0" PL'1_ 8, 17 g g Y Color: #410 Brushed Silver,Metal Pattern Suede Texture Series:Pinnacle,4"high,Rubber cove 13i Hall SVW R2 P3 P3 P3 P3 AC3 IF 9'-0" CS Concrete Sealed Color; 193 Black Brown 132 I.T. SDT R2 *Pl 'Pl *P1 *Pl * ' 9,10 CPT Carpet SDT Static Dissipative Tile ARCHITECTSTAMP Manuf:Armstrong 133 Hall *SVW/EMC R2 P3 P3 P3 P3 AC3 FF 9'-0" 11 Manuf: Mohawk Group,Lees Style: Series:SDT Static Dissipative Tile L.xr•_� tY Tranquil q Beauty GT309 Color:51950 Marble Bei a ti"•''`-+ 34 Storage SVW R2 P1 P1 Pi P1 GB Pi 9'-0" Color:Flawless849 g °-4tJ ygpdfP , 35 SlaffLounge SVW R2 P3 P3 P3 P3 AC3 FF 9'-0" Sae: 12"x 12"x1/9' PLI/PL2 15 width: 12"x36"tile Ss Solid Surface Quartz ` 136 Female Lockers SVW R2 P3 P3 P3 P3 AC3/GB FF/P1 9'-0"/ 7-0" PL2/PL3 12,18 Installation Method: Brick Ashlar Manuf:zodiaq ' 137 Toilet/Shower PT *GWT/EP2 *GWT/EP2- "GWT/EP2 *GWT/EP2 GB F_P2 9'-97 8'-0" - 3 Note:Refer to Finish Plan for carpet pattern direction Color: London Sky 138 Male Lockers SVW R2 P3 P3 P3 P3 AC3/GB f F/Pl 9'-0"/ T-0" EMC Entry Mat Carpet ST Stain(Wood Doors) PL2/PL3 12,18 Manuf: Mohawk Group,Lees Distributor:Franklin Building Supply ra••y.T.;�.; 139 Toilet/Shower PT - "'GWT/EP2 *GWT/EP2 *GWT/EP2 *GWT/EP2 GB EP2 9'-0"/ 8'-0" 3 Style:Step In Style 11,GT312 Manuf:VT Industries Y 140 Gas CS R3 Pi Pi P 1 Pi 10 Color:9831ron Ore Product:Architectural Wood Doors i41 Mechanical/Electrical CS R3 Pl PT P1 Pi ^ 10 Width: 24"x2a"tile species:White Maple veneer Installation Method: Monolithic Color:Ravine finish,RA07 Note:Refer to Finish Plan for carpet pattern direction SV Sheet Vinyl EPI Epoxy paint,water borne polyamid,semi-gloss Manuf:Mannington Commercial Manuf: to match Sherwin Williams Style:Biospec FB Heterogeneous Sheet *REMARKS KEY NOTES Color:SW7035 Aesthetic White Color:Oyster White,#15201 1.See clerestory plan,LRP banding between 11'-7'&13'-4"AFF. Use PLI for panels. EP2 Epoxy paint,water borne polyamid,semi-gloss Width:64' Manuf: to match Sherwin Williams Seams:Solid Heat welding rod In matching color 2.Accent wall paint.See Finish Plan A2.4 for specific locations. Color:SW7617 Mediteranea Repeat:Random,Reverse sheet for seaming 3.GWT to 54"AFF w/EP2 above, EP3 Epoxy paint,wafer borne polyamid,semi-gloss SVW Sheet Vinyl-Wood grain 'Y Manuf: to match Sherwin Williams Manuf:Shaw Hard Surface, 4.Open to clerestory above on back side of reception. H Color:SW7036 Accessible Beige Style:Naturelife 0002V Heterogeneous Sheet 5.FRP To 48"AFF at Mop Sink. FRP Fiberglass Reinforced Panel Color:Bleached walnut,09574 Z Q ' Aped&gasketed.6.Washable acoustic tiles To be cli Manuf:Marlite width:72"x 25yd W Z Style:FRP Seams:Solid Heat welding rod in matching color (,) 2 W 7.Provide EP 1 adjacent to scrub sink locations. Color:Light Gray P-151 Note:Refer to Finish Plan for vinyl pattern direction } LU C7 "s 8.HSV heat welded seams and self-coved to 6"AFF, GB Gypsum board WT window Treatment O on all walls.Paint P1. GWT Glazed wall tile Distributor:Northwest Sales&Distribution W Z 9.Provide plywood Distributor.The Masonry Center Manuf:Mecho Shade 0f^— Z 10.Open to structure above w/suspended light fixtures @ 8'-0"AFF. Manuf:American Olean Style:Manual Roller Shade of W LIJ M Q 11.Multiple floor finishes. See Finish Plan A2.4 for specific locations. Style:Rapport Glazed Porcelain Fabric:ThermoVell 0900 Series,(10%openness) D M co W � I Cola:Agreeable White Fabric Color:2104 Black/Brown (n 1.-oD J ' Y 12.Privacy Curtain and track(PC)at this location. See Finish Plan A2.4 for specific locations. Size: IZ'h x 24"w Foscla Color:Bronze CO p 0 13. Wheelchair storage millwork-Use PLI. Installation:Horizontal,Third offset W LU (6 14, Reception and Nurse Station millwork-Use PLi for drawer,door and vertical faces,PL2 for horizontal worksurfaces,and SS1 for transaction counter surfaces. Grout:custom,Fusion Pro Epoxy Grout,color: #127 Antique Linen U J U HSV Homogenous sheet vinyl U Z t 15.Millwork-Use PLi for drawer,door and vertical faces and PL2 for horizontal worksurfaces and open shelving. Manuf:Mannington Commercial IX 0 LQ Z:L Q 4 16.Paint;gypsum board ceiling soffit face and underside with P4 at Nurse Station. Style:Biospec MD Homogeneous Sheet ; o Z 17.Millwork-Use PL2 for all vertical and horizontal Oyster White,#15201 ontai surfaces. Width: 6'-6" IX LO N 11� Z U a 18.Locker Rm Millwork-Use PL3 for locker faces only and PL2 for open shelving and all other millwork. Base:Self-coved to 6"AFF 21 Seams:Solid Heat welding rod in matching color H REVISIONS P GENERAL NOTES Repeat:Random,Reverse sheet for seaming Z v No. REMARKS Note:Refer to Finish Plan for vinyl pattern direction Z See Plan A2.4 for Crash Rail(CR)and corner guard(CG1,CG2,CG3)locations. LRP Laminate Raised Panels (1, PLAN CHECK&COORD. ° Monuf:Formica U g Provide window treatments(WT)for all exterior windows,except at upper clearstory windows in Waiting Room,102. Uz Color: 5884.58 Chestnut bloodline � $ Paint interior HM door frames P3 except for door frames where P4 is used on walls. On walls with P4,paint adjacent doors P4. Finish:Matte O Provide Roppe ADA flooring transitions at porcelain tile To sheet vinyl,carpet to sheet vinyl and carpet To porcelain tile. Use color#140 Fawn. Edge:Self-edge v U_ Follow all manufacturers'recommended installation instructions. Pl Paint, Q latex enamel,semi-gloss CHECKED Checker Manuf:to match Sherwin Williams W v See(ST)in Finish Legend for wood door manufacturer,species and stain color. Color;SW7035 Aesthetic white DATE 5.20.16 D P2 Paint,latex enamel,semi-gloss DRAWN Author (/) Manuf:to match Sherwin Williams JOB NO. 16010 Color:SW7617Mediteranea Y a P3 Paint,latex enamel,semi-gloss SHEET NUMBER r Monuf: to match Sherwin Williams Color:SW7036 Accessible Beige A2.4 P4 Paint,latex enamel,semi-gloss Manuf:to match Sherwin Williams s Color;SW7697Safari y A I 2A 3 3.8 4 T 2 2.5 3 3.8 4 5 6 2 in" �,_7. bin' 6" ' aba .a-o• I ab.1Ell S SOFFIT SOFFIT GL6 A 7Y ® ® ® CL'6 GLb V GLG_. A.1 - - - - _ - - - - - ,4.1 W V a-a 4 SOFFIT ❑° - >�,5 y o^ U a ••• - ♦4-0• p m p N �• CL'b .�'. rq'-O° ♦4-0' A3A = U1 w • - t Q f HATCHED AREA REPRESENTS 2 LA F J�� 0 0 0 5/5"TYPE W GYP.BD.ATTACHED DIRECTLY TO BOTTOM OF ROOF JOIST.WITH LEVEL 3 I 0 0 ° r iv IN FAINTED FINISH TO PROVIDE 1HR FIRE 1 I r4-0• 0 1 7 IN, BARRIER PER IBC TABLE 720.1(3)ITEM 21-1. Fry + MOTE:REFER TO PENETRATIONS ABA ' {\/I .e'.b• I O 0 A6.0 Q . ® ® ® REQUIREMENTS FOR ALL PENETRATIONS I/R�I •0 '® THROUbH RATED XORIZONTAL ASSEMBL E5) r B' b a " O - O 0 0 0 SOFFIT � GLba� N +5_6r rGL6 , -01 6 ® 0 0 • SOFFIT P7H _b.GLERESTOP.Y REFLECTED CEILING PLAN b'. GLbGL -p 1/5.=1._O ..B'-0"-' rB'-b' r0'-b' r0.b• d rq-0• ' .0 • C c, Q Y CONSULTANT STAMP 21'-101n. i OP - q-0' '.r71 10'-0' r0 0• . F •` GL'G A6'0 B FR f rG A6.0 ARCHITECT STAMP -- Qd•I�P DA t �,f P rq-p GRILL LOCATED IN EXTERIOR SOFFIT • • � 1 2 RATED WALL LE¢ENLU COLOR TO MATCH I 1 A6.1 �III �PI A6.1 50 FIT FINISH REFER TO MECHANICAL INDICATES 1 HR RATED WALL TO BOTTOM .., DRAWHGS--- 2-b"_ 10'-6 1n" -1. HATCHED AREA REPRE5ENT5 2 LAYERS OF OF GEILM6 JOIST. REFER TO / 5/6"7YFE'X'6YP.BD.ATTACHED DIRECTLY TO 2W-6 tn" BOTTOM OF ROOF JOIST.WITH LEVEL 5 PAINTED FINISH TO PROVIDE 1HR FIRE BARRIER PER ,TABLE 720.1(9)ITEM 21-1.1.MOTE: REFER TO PENETRATIONS REQUIREMENTS FOR LL ALL PENETRATIONS THROUGH RATED GEILM6 W ASSEMBLIES) � 1 z W CLERESTORY REFLEGED GEILING PLAN v REFLECTED GEILING PLAN In (D ZLU g X co C0 z t0 ' 3 -OPEN ABOVE a o' 00 5.5 4 U)0 W M ♦B'-0" 2 .a-0' SOFFIT Suspended Gelling Seismic Provisions from GISGA O-2 for Design Glass C 0 Y OI 90FFIT IN 1. w 0 1. Each Individual fixture and attachments with a combined weight of 56 lbs.or less shall have two �J W _ SOFFIT No.12 gauge wire hangers attached at diagonal corners of the fixture.These wires must be slack. > (-)_1 Z 7. ° + Any fixtures and attachments with a combined weight greater that 56 Its.must be Independently Q Q (� •a supported from the structure. W ® ' 2. The main runner/cross runner Intersections and all grid splices must have an averapItlmate test ; Cj Z & strength of 60 lbs.or more In both tension and compression.The tensile test must allow for a 5° W U $ \ •� offset of the connection In any direction. 10 t, v r q-0' rn :;,�; to The actual average weight of the ceiling system,Including grid,panels or tile,light Piro the and air IL N p +; terminals must be 2.5 psf or less.All other services must be supported independently from the telling REVISIONS _ _�; '.. i � .P°6,';' '.•®,'� system. For ceilings that have an average weight greater than 2.5 psf,the ceiling may be Installed as specified in G15CA Zone 3-4 provisions,taking into account the design lateral force factor appropriate 2"MAX. for Zone 2.Other deviations or variations must be substantiated b verifiable en ineerin data. Q 5oFFIT .�� N0. REMARKS z 4. The calling system cannot be used to provide lateral support for walls or partitions.Walls or U PLAN CHECK 8 COLRD. V y partitions may be attached to the ceiling grid provided they allow the calling membrane to move laterally U to accommodate the required clearance as specified below, a a 3 5. All perimeter closure angles or channels must provide a support ledge of approxlmat.10/6 In.or ZL O 9 •q-0• .4-0' greater.A terminal end of a grid member(or tile)must rest on the ledger or molding with at least /� LL rn SOFFIT x\ 1' 111/4, 5/5 In.clearance from an edge or wall. Q CHECKED OK ��EN ABOVE For perimeter closure angles that provide a support ledge of less than noted above,the terminal ends w m of each cross runner or main runner shall be independently supported within B In.from each wall or DATE 5.20-16 ~• ? - - - \ - a - MAIN RUNNER calling diswntinuity.This support may be a No.12 gauge hanger wire or other support that prevents DRAWN DEK (j G the grid from falling.This wire does not need to be vertical but should not have a slope greater then 1 GROSS RUNNER in b out-of-plumb.A 3/e In.grid end clearance from a wall should be maintained. JOB NO. 16010 GENERAL NQg; g penetrations(columns,sprinklers,etc.)and Independently supported fixture- services TURNS BRAGINb WIRE WITH MINA Ail to b SHEET NUMBER a TURNS IN 1 1/2'a BOTH ENDS OF ACOUSTICAL SUSPENDED CEILINGS are to be considered as perimeter closures that also must allow the notecclearamses by us In a TO AL50 BE INSTALLED FER a, WIC' ' MANUFACTURERS suitable escutcheons or closure details. g A3.0 ' RECOMMENDATIONS,IBC 2012,AND 6. At wall closure ledges,the cross runner and main runner ends shall be prevented from spreading ASTM G 695 AND AS G 636. apart from each other.Permanent attachments(i.e.pop rivets)for grid alignment purposed shall not ENLARGED GEILING SUSPENDED GEILING be pe mitred. ° D 1/4"=V-O" t —EXTEND EIFS FINISH SYSTEM - AROUND END OF PARAPET _._ 2.9 3 3.8 4 5 TFO MEMBRANE B BEHIND EIFS,FINISH A6.5 SYSTEM T T T C EXTEND TPO ROOF CWC M( 2 MEMBRANE BACK OVER TOP OF PARAPET Ab.t EXHAUST VENT A6.1 ` .. S REFER TO I o # 1 SIM. ' A6.6 MEGH. 'G i' Ab.b A p mp U A4.0 51M C lMq, Y In s ° a _ _ ft.1 A.1 I I I I 1 00 1 + o ua EXTEND EIP5 FLASH SYSTEM EXTEND EIFS FINISH EJO INIST '! _ I L Y�� — — — —— — �•� _ (h ,v TINS SIDE OF PARAPET THS SIDE OF - FAN —- a o C J ` PARAPET b 1�0/��IN_ LOVER ROOF V _ W p 0 AT COVERED m J Ab.b © I GRK:KET 4:12 412 ENTRY _ 7 SL_OPE SLOPE _ X 6 CRICKET ' EXHAUST �� �� I A6.5 con r r m a x RTU#1 ROOF HATCH \ < l o 0 1 a r r b BILGO S-50TB _ THERMALLY \ I O TURN AT ROOF + - - I ~ o G qP�tR,4PET RE SIM. ® Ab 6 OUTSIDE AIR SIM T DUCT REFS CONDESOR Ab.b L J TDOr," In N UNIT#1 ON ROOF SLOPE ROOF CURB 1/4"/FT.MIN. 5 ID!P1 N -Q PROPOSED GGNDENSOR#1 •°O - LOCATION CONDE50K 2000# T UNIT#1 ON ' -, A68 Abb CONSULTANT STAMP ROOF CURB 2 MAN ROOF DRAIN, T A4.0 � T I NP. 1 OVERFLOW ROOF DRAM.,YP. SIM. RTU#2 A4.0 , I — _ I OUTSIDE AIR VNT=560# — — ——————————0"r H ZL O EXHAUST VENT ; I 2 ARCHITECT STAMP . 2 I I ROOF SLOPE A6.0 i 1/4"/FT.MIN. REFER TO I A6.0 5 1LOPE 4:15L20PE — MEG W'H.DRG f "r y PxIc), I � I I A4.0 r ' rT'jJ1�8 CRICKET AbS VA Z I s e° AT EXTERIOR OPENING INSULATED O /—REF.. EXTERIOR ALL ACCESS DOORS MECHANICAL- 6 A B A6.1 A6.1 1DRPYVIN65 I I L N + N IS I B N W _ W U = ' I � � i 1 2 2.8 5 O w z ROOF PLAN ix w M co A 1/8"=1'-0" U) F-OMB M SPACE co ` 2 C 42 ——— m W co co z J ' of U-J _j Z Y --- W?�LL TYPES ui o z o > oZ o UIo ` v MARK RATING UL DE516N DESCRIPTION Z R N/A N/A 2X6 WOOD STUDS O 16"O.G. rn REVISIONS 1.INTERIOR FINISH,LAYERS 5/5"GYPSUM BOARD WITH PAINTED AND TEXTURE FINISH OVER 4 MIL NO. REMARKS z • a VAPOR BARRIER ON THE INTERIOR. O 1 PLAN CHECK&COORD. R-19 BATT INSULATION STUD CAVITY L, U ,`' B 2.EXTERIOR FIN15H TO BE EIFS SYSTEM BASED ON ZL n/ - m ;p STO THERM WITH MIN.1 1/2"CONTINUOUS INSULATION 3 w Y 'b B RE:Ab.,OVER 055 SUBSTRATE(SEE 5TRUCT. U 0 DRAWN65) L.L 0 A ❑B WA N/A 2X6 WOOD FURRING STUDS O 16'O.G. CHECKED DK 0 Lu 1.EXTERIOR FIN15H TO BE ADHERED STONE DATE 6.20-16 q B VENEER FINISH OVER LATH AND SCRATCH COAT DRAWN DEK (/) , 7 III---III OVER 1 1/2"CONTINUOUS EPS INSULATION OVER FLUID AP ib'-6 1/. Y-6" SHEATHING IED MEMBRMVE OVER EXTERIOR 055 JOB NO. 16010 d 2.ADHERED STONE BA515 DESIGN: CREATIVE MINES INC.(800)453-7040 SHEET NUMBER PATTERN: GRAFT SPLIT MODULAR 2 MEG 1�4NIGL SPGE DOLOR: GREYER 5 A4.0 RE:Ab.T AND A6.8 Y 1/4"=V-0" N• i Y < i C ELEVATION COLOR 51—EDULE w E �;• METAL AL FASCIA COLOR AND FINISH TO 7 0 COPING MATCH AEP SPAN COOL A GAPS Y'tEAHTERDED COPPER �( m U - �` III w 2 a P E.9 E DA D G B.1 B A.5 Al A META�OF CHAMPAGNAEP SPAN E•L METALLIC M N 0 L g , 2 1 ALUM. MEDIUM BRONZE TO MATCH 4 + to a c AB.O ABA STOREFRONT KAYWEEK MEDIUM BRONZE p a n i SYSTEM NO.20 OL m p PRE-FINISHED METAL ROOFING = p V u EXTERIOR MATCH SHERDIN RLLIAMS t t Q HOLLOW VAN DYKE BROM Sw-'7041 a PRE-FINISHED METAL FASCIA METAL DOORS N d t v AND JAMBS 10 • m EXTERIOR COLOR: :HANDY E 13RMS Q z 'i. METHOLLON DOLOR:VAN DYKE BROYIN GLARE STORY PLATE METAL DOORS SW-7047 a a •— — AND JAMBS 2 i T,O.UPPE_R PARAPET Y �7B'-B' _ MAIN EIF: MA 5H LO BRAIN U E4N- _ T.O.CANOPY T.O.LONQit PARAPET -- AMS BUILDING COLOR:TONY TAUPE PE 5W-T038 COLOR W q � h B O CANOPY EIFS ACCENT MATCH SHERWIN YULLIAMS N EIFS ACCENT BANDSbr — BANDS COLOR COLOR:TONY TAUPE SIN TOSS(50%DARKEN ~• WALL 5CON5E LIGHT --. - ' ' I., GONG.COPING GAP ADHEREDVENEER CALORY GREYS(600)455-1040 PATTERN: GRAFT SPLIT MODULAR ' — -- - r - - - STONE VENEER GREATNE MINES(BOO)453-T040 y FINISHED FLOOR -_ VENEER PATTERN, T50 Y pB,1 A8.1 A6 0 A6'0 CONSULTANT STAMP Y e i • EAST ELEVATION ARCHITECT STAMP vs =,, „-O ei 6 5 4 3.8 3 2.9 2.8 2 1 i 2 I I t I A6.1 N A6.1 LL . �:. PRE-FINISHED METAL ROOF ui FASCIA PRE-FINSHED METAL w _GLEBE STORY PLATE I. FF .. _T.0.UPPERPAI B'-8• V u,J Z 1 _... e I -. T.O.LOVER PARAPET � c-' Z i .O—CANOPY LL 115'-2Z __ I -.m - 1B� �M Q BO.CANOPY -..-,. -'.. '.- I EIFS ACCENT BANDS U)Q M r 2 I — J 7 of - LIGHT 5GGTIES RE:ELEG.--'G .. ADHERED STONE W U J VENEER > .. I• � � Q FINEHED FLOOR 100' 1 GONG.COPING GAP REVISIONS 9 r NO. REMARKS Z c PLAN CHECK&COORD. • r 7 ¢ 7 2 A61 A6.9 A6.1 U -.._ O 9 U Q Y CHECKED DK W e i12DATE 5-20-16 DRAWN DEK CI) ti JOB NO. 16010 Lo a SHEET NUMBER .�• a NORTH ELEVATION A5.0 m Y M C o W 1 2 2.8 3.8 4 5 6 YcqU_ 1 W 00 Z a C W W G A6.1 A6.1 Ab.5 ELEVATION DOLOR 51-WULE m a° 0 m METAL FASCIA COLOR AND FINISH TO M 0 U y a PRE-FINISHED METAL COPING CAP CAPS WEAHTERDW COPPER AND COPING MATCH AEP SPAN COOL C aC 0 PRE-FINISHED METAL ROOF C GALV.ROD SUPPOPT AT ROOF {. Q e CANOPY PRE-FINISHED AEF SPAN COOL METALLJC PRE-FINISHED METAL FASCIA METAL ROOF CHAMPAGNE W PRE-FINISHED METAL FASCIA ; 0 U r _CLERE STORY PLATE I\ ALUM. MEDIUM BRONZE TO MATCH 0 STOREFRONT KAWNEER MEDIUM BRONZE Q x ; - - T.O.UPPER PA PET SYSTEM NO.a8 Q�. APPROXIMATE LOCATION PER �--Y^ --I SEPERATE PERMIT OF SIGN.RE: _ _ — _ — ELECT.DRW'G FOR ELECTRICAL + T.O�IV'�RPARA EXTERIOR MATCH SHERWIN WILLIAMS • L__�__J pET HOLLOW VAN DYKE BROM SW-1041 METAL DOORS TO CANOPYAND JM/85 m ` EIFS ACCENT BANDS 115'-7 Go 7 IS CANOPY EXTERIOR MATCH WI 5HERWIN LLIAMS N 112-5 1/2 N VA YKE D BROVPI d LIGHT SCONES RE:ELEC.DRW'6 -� .' LIGHT SCONES RE:ELEC. = METAL DOORS SW-'1041 AND JAMBS ADHERED STONE VENEER _ MAIN EIFS MATCH SHERWIN WILLIAMS �� BUILDING COLOR:TONY TAUPE SW-1038LLzr ' _ COLOR - .-- _ FINISHED FOOR /\ 100'L-O" SIPS ACCENT MATCH SHERWIN WILLIAMS BANDS COLOR COLOR:TONY TAUPE 5104- CONC.COPING CAP '7038(50%DARKER) - ADHERED CREATIVE MINES(800)453-1040 )- STONE VENEER COLOR:GREY PEARL 5" F i PATTERN: CRAFT SPL(r MODULAR 4 e 2 A6.1 A6.1 A6,3 STONE VENEER CREATIVE MINES(BOO)453-1040 COPING CAP COLOR: O PATTERN:: TBD CONSULTANT STAMP y SOUTH ELEVATION ARCHITECT STAMP 11.60 :wgor AfMU kF y�e•ico Y e AA'�i*•f��l � ' a A A.1 AS B B.7 G D VA E E.9 F A6.0 AbO PROVIDE 8"HIGH AVPRE55 SIGN e THAT 5 CONTRA51TN6 CALOR AND PRE-FINSHED METAL ROOF Q PLAINLY VISIBLE FROM STREET W 1 PER(IFC 505.1 APPROXIMATE LOCATION PER Z �. PRE-FINISHED METAL FASCIA LLI SEPERATE PERMIT OF SI6N.RE: ELECT.DRW'6 FOR ELECTRICAL REQUIREMENTS. U = i ER STOR;(�LA'fE_/1 ~ . V O co 1502 L J. r2.cAN� W M CO — . — U X00 Q 6 EMS ACCENT BANDS _ ._. .. U)0 W r 0n J W CONC.COFNG CAP— .i .� - LIGHT SCONES RE:ELEC.DRW'6 U J y ADHERED STONE VENEER .- T. I, O F-• m U I.� FINISHED � LU z REVISIONS C NO. REMARKS Z (11 PLAN CHECK&COOOD. , 9 A6a nv.o L� ILL CHECKED CheckerLd 0 dDATE 5.20.16 Tr DRAWN Author U n JOB NO. 16010 a SHEET NUMBER 2 WEST ELEVATION A5.1 T 0 m Y 1 2A 3 3.8 4 5 6 c p o m 3' 2 7/2' 3 1/2' PFIN D METAL ROOF OVER Y - ROOOOFIN UN G UNDBRLAYMENT OVER Z< SHEATHING �L5 C in m In + R-55 BATT.INSULATION 0 N F p A6.3 Q + O Q o ' - - - - _ - _ _ - GLEBE 5TORI P.LATE__I1 N O V TPO 5116LE MEMBR WE 121'-4" V Q- m r EXTENDED BACK OF PARAPET PRE-FNISHEO METAL VENTILATED TA.UPP�PARAPET SINGLE MEMBRANE SOFFIT SYSTEMI I 8• ROOF MECHANICALLYi LAYER OF 5/6" I I I RROOOFMOVERMP OBTECTIION/-TPO PPROTECTION BOARD ATTACHED OVERGYP TA FINISH WITH BOARD OVER TAPPERED 7 m O OVER Rlbm INSULATION FIRE TAPE I I RIGID INSULATION MM 7- T.O.LOWER PARAPET u01 (R-35) I I 1/2"TaIGK. 116'-O" ,dj Q i / 2 SUSPENDED t ACOUSTICAL CEILING �+ < I I �T.O_GANOPY Q w , 1\r I I 2 LAYERS OF 5/5'NPE EXTEND GYP.FINISH I I BA_GANOPY I1 m � GYP.BD.ATTACHED TO ROOF SHEATHING QDIRECTLY TO BOTTOM 'W 112' 1 OF ROOF JOIST.WITH LEVEL 3 PAINTED FINISH O SOFFIT WISH METAL TO PROVIDE 1HR FIRE I I SOFFIT FINISH. BARRIER PER IBC TABLE I I q a 120.1(3)ITEM 21-1.1 E I I MECH./ WOMENS BTAFF ELF,- TOILET/ WOMEN'S HALL L OJN&E WAITING I I VV`T 141 `SH LOCKERS 133 tr 135 102 i i 101 • 513-61 RADEF OVER 1L VAPOR BARRIER OVER COMCON­PACTED FILL I I J LL 4 n Y REFER TO STRUGT.DRW'6 FOR I I 6- BALANCE OF INFORMATION I I € _ - - - - FMSHED FLOOR LL� 0 100 0 .17-777-717T7I- - - - - - - - - I. - - -III III III III III III III III III III III II II III III II II III II III I WWI II III III II III II I II I II _ _ I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�- _ _ - _ _ _ _ - _ _ _ _ - "' - _ - - - - - IIH II I I �I III II III IIHII III III III II III IIHII III III III III III III L. III I III III III III III III IJ III III III III I II II III III III II � III-III III-III-III I I I_ _I = _ II - - - - I _.. _.. .. - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I ..,- - - - - - -. - - - - -__' - - _ -' - - _. �-_ .- _ _ - _ _ - - - - - - - - - - CONSULTANT STAMP HII-III II-III_I . _III III II III II _ _ _ .--. I - - - - - - - - - - - - - - - - - - - - - -�_ - - -y - -�_ _ - _ - =11=I III III-III III III III III III III I I III III III I l r l l l I I III I I III I I I I I I I I ,.I III III III III III III I I III III I I I I III I I I I I I I I I I III-III III-I I III-I I- - - - - - 1I I I I.I I�I I I_I I I_I I I_I I mo - I - - - - _ 1 _ I I I I I III III I I l I -I _ �_ L �-- _ I III I I,_I I I_I I I_I I I_I I f-1I I I' I I.III-I I I_I I I-I I I III I I III I I I I I I I I III III-III I III I I III. I I-III-I I I_I I-III-III-III-III-11I-III-11I_I I III-I-III-L-I I-III- I-,I- _ -I_ _I _ _ - - - - - - - - - - - - - -I _ -I= - - - - - - - - - - - - - - - - - I III III-I II_III_I I I_III_I I I_III I I III II III I I_III-!II-II I_I:�-III-.�I-I I I_I II-I I_II_III_I I I_III_I I I_III_I I I_III-�.II_I I I-I, I IH I III-III-III II-III-I'-I III-I I I_III_I I I-III_I I-I I-I _ - _ I I I l i t-III I I III III-III-I I-III-11I_III_III_III-I I I_I I I_I11=111=III=111=1 I=1 H 1=I I=11-I I-III7II-iI -1 I_III_!.I'I_III_III II III II_III_III_III_III_III II III-iiI_III-'I�-III_III_III_III_III_III_III_III_III_III_III_III_III_II-I I- I_,I �I_ I_ -II_ _ _I_ I_ _ - - - - - -I I I-I I I I III III I I III I I_I I I_I I H I I I, III III_I I I_I I H I I-11I-III-I I I_I - - - 1I�I I I�I I I-I I�I I I_III_III_III_III-��-III-III-I I I_I I I_I I H I I_I -11- Ii_I- I-III- -I - - - - - =11= -I - = - - - - - - - - - - - - - - - -I- - -III--J I-III-I IJ III I_I _ I_ =I I_III_II_II. 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II_ILL_-III_III=11_III_II;_IIf-1II_III_III_III_III_II�III_III-=11I-IIHII-IIHII-III-III_III_III-II-ITI- JII III_III III_III_III_III_IILIII-III_III_III_III_III_III__IILIII_III-11I-11I-1II_III 1 -11I-1 -III=III-! =1 -1 -1 LI -!nJ H l l-n _ "'- =1I III III-1I-1I 1=1I-1I-1I 1=1I-1I-1I I� IIHII-1I f !,I_I I� -1I I� -1I-1 I1=1I1=111=1 -"' -�-' 1 -1I III III-1 I1=1I 1=1I1-"' -„-III-I - -_- U PUN CHECK a cooRD. I I III I I�I I III I I I I III III-I O 11 I.I' Q III I I I III I I 1 TYPICAL 1 I/2"'ms �I L` � 1 U O PERIMETER FOUNDATION I TYPICAL 1 1/2'XPE, 1 INSULATION(R-1.5) Al L,L ; PERIMETER FOUNDATION Q INSULATION(R-15) CHECKED DK 12 w DATE GIRO-16 j ti DRAWN DEK JOB NO. 16010 D Y a SHEET NUMBER ' BUILDING SECTION A6.0 1 V ; A,� PRE-FINISHED METAL E•9 P ROOF OVER ROOFING UNMERLAYME14T OVER g^ 91/2" 5HEATHIN6 °�• l BATT INSULATION 9 1/2" S. C . I y E j p Y m y m Z u _GLEBE STORY PLATE /\ o W EXTENDED UP BACK OF 5/8"GYP.BD.FINISH 721-4' TPO SINGLE MEMBRANE a y u PARAPET WITH PANTED LEVEL 2 _-_ Q m Q o �i FINISH + p U a 7P0 51NbLE MEMBRANE MECHANICAL TA.UPPER PARAP€f y n FAIR OF INSULATED ROOF MEGHANIGALLY SPADE 110'-B' 0, "• I I ATTACHED OVER ACCESS I.DED DOORS M A 142 = m - WELDED HOLLOW METAL O Uf PROTECTION BOARD FRAME TO AC, J- Q= / I I R OVER 1610 INSULATION MECHANICAL SPADE- 1 1/B"Tk9 SUB-FLOOR a y pp M°•�' �A6.2 II u I II1II u uI a a a a A a $ a �S um 01 In STRUCTURALSTRUCTURAL FRAMING FOR FRAMINb FOR SURCAL LI614T CLEAN SUR6IGAL LIG S , Y-• MEN W0MEN5 REFER TO STRICT. MLT/ REFER TO STRICT. Y TOILET TOILET/ OR.•1 DRANUN65 501LM STERILE O.R••2 DRAWIN65 /5 rvR SHWR. UTILITY PROCESS 6 21 ,3A 3T 130 REINFORCED CONC.T 29 20 1 I SLAB ON 61-ADE OVER 15 MIL VAPOR BARRIER OVER COMPACTED FILL REFER TO STRUGT. 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REMARKS Z T----1L-IIuJl r l l l - OHDFoO v PLAN CHECK&COORD.FM I = ll -_1- _ - _ 11- I- l l I "u�I - 1_=I_1 Im L=IRIIEM I ITRUE, T.O.FTGI T Ill I1;W -111_.m t O� U IQl' r 9 I ^ IITr_ r l Q CHECKED DK � - __ TPICAL 1 1/2'XP5 TYPICAL 1 1/2"XPS I ' W ' -------- PERIMETER FOUNDATION PERIMETER FOUNDATION DATE 5.2D-16 rINSULATION(R=T.5) �, INSULATION(R=9.S) --------- DRAWN DEK U) U a_.w_..�./"w.•..r^' Qt JOB NO. 16010 SHEET NUMBER r BUILDING SEGTION A6.1 n A A.1 PRE-FINISHED METAL ROOF C OVER UNDERLAYMENT ♦` R-38 BATT INSULATION o M W Y O cd --- A A.1 5 — r 0 o s ' 9 1/2' 2LERE STORY PLATEL5 N m J I �1�1 1 I 1 I III a W META A6.5 a. I Avs I a _ PRE-FINSHm L COPING GAP — 5 �-T,O_,UPPER PARAPET _'. I I _ PRE-FINISHED METAL m Q Art `l T.O.UPPER PARAPET VENTILATED 50FFR FINISH- c Y 118'-8" 118'-8" w A6.5 I I EXTEND TPO MEMRANE UP THE I BACKSIDE OF PARAPET PROVIDE HEAD FLluHNG TO ¢, PRE-FM MATCH 5TOREFRGNT SHED METAL COPING CAP 3 1 LAYER 5/8"GYP.BD.FINISH a n � r WITH FIRE TAPE-2 EIF5 SYSTEM REF TO SHEET SU5PENVED ACOUSTICAL m A6'7 TPO MEMBRANE MECHANICALLY EMEND TPO MEMRANE UP CEILING M - ATTACHED OVER PROTECTION THE BACKS DE OF BOARD OVER RIGID INSULATION PARAPET N I " OVER WOOD DECK TPO MEMBRANE MECHANICALLY PAINTED GYP.BO.FINISH AT - ATTACHED OVER PROTECTION MECHANICAL SOFFIT ♦ 2 �yl. 2 BOARD OVER RIGID INSULATION OVER WOOD DECK '.. A6.5 PROVIDE STOREFRONT SILL FLASHING T A6.5 N ' I EIFS FINISH SYSTEM,REF.A5.7 In "'• A6.5 w F LOCKING. FRZE L.OGKING, PROVIDE HEAD 1 TIP. n FLASHING TO MATCH CONSULTANT STAMP �- STOREFRONT Y m I PROVIDE NERD FLASHNG TO MATCH 3 - STOREFRONT •� ^ PROVIDE NT FLASHING TO MATCH STOREFRONT ♦ - I I I ARCHITECTSTAMP GONG.COPNG GAP T ADHERED STONE 1ifPtETiU VENEER SYSTEM y7p•i(8 ' OVER 1 1/2'RIGID _ INSULATION '�• 4 4 ; ♦ A6.5 A6.5 t 1F0IN0IS'H- _ ��1=III 1 II IITI I I 1'II"I rl - �II I I I I III-I I III- �J FNIm FLORI_III1--III IIIIII I I IllIIIIII I I III-I I I-' ' III I I I--III I I I I I a III III II I. -I-I IlIf=I,I 1-1 - FINIS FLOOR 19 FLOOR 100 100'ffO /1 <T 1F0IN011'' T FLOOR 771 Il I EMT, — yr ws v2 xPs CIII I INSULATION 2ws Nsulna+ I III �-I I III I II I al ' NSULAnoN I[ l IIIIIIIII -, W I I IF n l l -111 Z � i of c W z NALL SECTION WALL SECTION c� - B Y4ALL SECTION �YVRLL SECTION w o OA, 1 2 lA❑ Z A r �— o �p L V J O� LU Z J J _O VI r � , . REVISIONS NO. REMARKS Z PLAN CHECK 8 COORD. 0 U O r 9 A\ LL CHECKED DK DATE 5-20-16 DRAWN DEK U Ln r� JOB NO. 16010 E a SHEET NUMBER a A6.2 M. Z i T 3.5 4 I c E �� PRE-FMSHED METAL y m U, ROOF OVER m Z z . UNDERLAYMENT OVER SHEATHING A.� m m I N R-36 BATT.INSUL. O N W T u 0 + m a o ( - MEMBRANE 0< 1 —_.ROOFMOJERPROTEGTION a O m t m u BOARD OVER TAPPERED 9 U1 w t GLERE STORY PLATE, /1 9 R160 MSUL4TON MM 1- 0 n. V Ab.b a ET] 121'-4" 00 t r r T.O.GAN4 7 00 U a t OLERESTORY I t r V ' 1 LAYER OF s/B"GYP. BD.FIRE TAPED —— t 1 .0.CANQfnl 112'-5 1/2' v Le 5 SUSPENDED ACOUSTICAL A6.5 PRE-FINISHED METAL m COLM6 SOFFIT SYSTEM N N -AWM.WINDOW SYSTEM 8 .� PRE METAL TILAT 5 VENTILATEDD SOFFIT T.O.LOWER PARAPET-,_I\ 5Y5TEM SIM. 116'-O"CC1l i x� IN ISHL]J I LOCJ). _III=1ThIII=III— 16. � Q I.. - I II III I IM Ifl. II 11i o IIL _ III — CONSULTANT STAMP =1 - - I- S M I IL,II II i o. I �6 COVERED ENTRY ARCHITECT STAMP L1cs+aro u sastcr AWM.WNDOW SYSTEM A74fb0 i y9p•Ilp I N I i I -E6loo If IfI-IIL�III IIIIII_IITIII III III=III III-1ll to Z J CC . W U = ~ WQ T YNALL SECTION W Z z HM Z CD 00 1 U) M • ° �_ F-fn LULI 19 J Cn U1 o Z � ` 1 x m U r REVISIONS b NO. REMARKS Z ''• Zl-\ PLAN CHECK&COORD. 0 U i Y 13� O 9 U LL CHECKED DK . + DATE 6.20.16 DRAWN DEK to U JOB NO. 16010 a SHEET NUMBER 1� ,` A6.3 M� 3.8 4 2 3' d' 3 Z b' 3' (Y�� g,-a, Y M 3' 9 1/Z" 1'-S 1/2" (gyp • „ Q�r � � 0 LL LL Q QI Q co o a� m - - ++ SHr6 m p 0 n a FA. N _ a N o^ U a r _ 1 Dv - - - -I - - ri � b. F - — - - - r < m - - - �, - F.o SHrG % d - - - - N n - - _-_-_FA.SHr6 7 m U e /� q I- I m Q QI. 3 m load..r 2-6 3' c� 4 y la all � I FOrG STONE COLUMN FO.SHrb 0' _ F.O.G. STONE CORNER COLUMN AL°M.STOREFRONT g , STONE CORNER COLUMN4 1 to"=11-0" CONSULTANT STAMP C � 0AFO.O Y F.O. F.O.SHT'G A e m SH76 — — — — — o ( tr IS tr I S: X 1.0.SHrb '>,v ARCHITECT STAMP F.O.C. I' t... _-_-_-_-_-_ ;.. Alrt^i'.r�1.„+•t . � Q q F F b a- S,Y yZp•I(P IQ ,LL U LL LL LL STONE COLUMN FA SHTG• 2 - t -0, — a C s - M; 5 ALUM.STOREFRONT STONE COLUMN FO SHrb SYSTEM BUILDING INSULATION IN STUD GAVRY F.O.G. I ' EIFS FINISH SYSTEM, U d REF.AS.T RE: 2 Q t QQ I 0 ° Jot LL 10 1/2'SHEATHN6 LL LL SU155TRATE 6' g• �9 1/Z' 1'- S 1/2" w A6.5 I I 2' W a V. ADHERED STONE VENEER OVER RIGID y -- Z w • 1'-D" 1-6" LL 0 F.O.SHT6 m III '�5 STONE GORNER COLUMN w z 10to 00 �, cl f� ...��.. .._. ... .. ..... --�9 f b ., - -- --- ---- F.O.SHr6 _m 3 Z b w =)J Ir n Z. (� Q Lij a$ _ Q� go > H UF.o.SHr, Q w F.I. ~ EVI R " EV IONS S F.o.G. REMARKS o NO. Z F.O.SH76 - - U PLAN CHECK 8 COORD. O m ^I � ... F.O.G. Al LL ♦ of V) 0 � � �A77 m 0 Lu 0 -.... •- _ .—. _ _y _- CHECKED DK 0 C Q Q�2X FRAMING AT CORNER - ^� DATE 6-20.18 tr ' j LL LLi LL LL DETAILS �.� - DRAWN DEK D m 1/2'SHEATHING SUBSTRATE - n. ..... .... .... ... .. ...... ..... . .... .... JOB NO. 16010 a g•_�• SHEET NUMBER STONE CORNER COLUMN STONE COLUMN STONE COLUMN A6.4 1 1/2"=V-O' 1 1/2"=1'-0" • ro Y ° 1 PRE-FINSHED METAL PANEL PRE-FIN15HED 5TANDNG XCONT.CLEAT ATTACHED SEAM METAL ROOF .: AT 24"O.G. C> _ S EXTEND SINGLE PLY T ' F MEMBRANE OVER TOP OF "-/ ROOF UNDERLAYMENT CORNER BEAD FINISH —FAINTED AND TEXTURE GYP.BD. PARAPET i T.O.UPPER PARAPET._L'� GYP.BD FINISH TO DBL LVL FRAMING AT PERIMETER 118'-8" 11l STANDING SEAM METAL RETURN INTO ALUM C 'r _ ATTACHEMENT 5TOREFRONT CONT.CLEAT ATTACHED AT a FRAME 0 24"O.G. _- _ ROOF SHEATHING SEALANT PRE-FINISHED METAL DOPING GAP O 05B SUB-STRATE ON BACK SHIM 00 OF PARAPET `r b > 2X8 CONT.SUB FASCCA Y m Q \\ m Z`< . 05B 5UB-5TRATE . TRU55 PROFILE ALUM. EXTEND TPO ROOFN6 TO FRAME --- A6.5 1, cl N W o LO m ++ COPING,CAP 055 SHEATHING AT Ab.b Q c Ili I L ^ FASCIA � Q ! EXTERIOR FINISH SYSTEM t0 m REF.D OSB SHEATHING AT DETAIL 1/Ab.T FOR m BALANCE OF INFORMATION _ ^ s . ^ SOFFIT.PROVIDE !n \ •- F UI u OPENINGS AT VENT ,C ` ! t ,. a ¢- 1 1/2"EPS INSULATION LOCATIONS B b a - df x BOARD IsATTACHED BACTOK WAPPRAPROVPEDED _ D 0 u AG,6 1 n EXTERIOR INSULATION FINISH f rc w ADHESIVE TROWELED IN - SYSTEM AT JAMB REF: VERTICAL PATTERN PER MANUF. Iff` -� 1.3. PRE-PINS CONT HED METAL A6.T r p VENTILATED SOFFIT __.. .SEALANT •iav ¢ i .e SYSTEM 3 • : PARAPET CAP METAL FASGIA ALUM. WINDOW JAMB m J J R N '8 PRE-FIN SHED METAL o I 9/4' 1 1/Y ANE �WRH N ATTACH CONT.CLEA MOMS OVER RIGID NSUL. 3/4 WRAP OVER TOP _ -PAINTED AND TEXTURE GYP,BD. OF PARAPET 2X8 5UB-FASCIA CORNER BEAD / FINISH GYP. N I FINISH UM I - •'a RETURN INTO ALUM _ -PRE-FNISHED METAL STOREFRONT 4 I_I w y -. FASCIA FINISH FRAME Vi N i H OSB SUB-STRATE uu F SEALANT SHIM N �' �o ALUM. 11 k 4 EXTERIOR FINISH SYSTEM FRAME T Ab.b W LL REF. FOR BALANCE A6.5 7 o I OF INFORMATION CONSULTANT STAMP 1 1/2"EFS INSULATION BOARD 2" PRE-FIN15HED METAL • "` EXTERIOR INSUTATION FINISH BACK WRAPPED ATTACHED SOFFIT _ -- SYSTEM AT JAMB REF:��^� TO APPROVED ADHESIVE T TROWELED IN VERTICAL L p,b,T PATTERN PER MANUF. -----CONT.SEALANT � WALL AND CANOPY FASCIA 11LUOM WINDOW JAMB A ROOF CANOPY ARCHITECT STAMP .w. ---- EXTERIOR FINISH SYSTEM An,r. REF.DETAIL 7/A6.1 FOR ,-- -_ WALL INSULATION txll 3 +" BALANCE OF INFORMATION X EIF5 FINISH SYSTEM,REF. I\\2 / ! 1 1/2"RIGID INSULATION Arl OVER 055 SUBSTRATE S. PRE-FINISHED REGLET q� TYP.CORNER FLASHING .pySS`. &LARDS TPO ROOF MEMBRANE —PLASHING,SYSTEM PER EIF5 OVER 916m INSULATION GYP.BID.FINISH BETWEEN EIF5 AND SLOPED TO ROOF DRAIN. T 6 1/4" MASONRY FINISH.REF. EXTEND UP WALL UNDER DETAIL 2/Ab.b FOR FLASHN6. BALANCE OF INFORMATION -0585UBSTRATE ___ __ \ _ _._._._ • LVL LED6ER WITH(2)5/6' ry of. PAN D—FAINTED AND TEXTURED LAG BOLT ATTACHMENT. - - G INTERIOR N PROVIDE 6X BLOGKIN6 AT T EACH ANCHOR LOCATION Ab.6 A6.6 .� "_—MASONRY STONE FINISH ADHERED TO MANUF 1 APPROVED SUBSTRATE ° —PRE-FINI- METAL SOFFIT RIPPED BLONN GELWlAS 11 T/8'LVL ATTACHED TO T/8'HAT STABLIZFD INSULATION CHANNELS AT 24 O.G. \__._ ®ib"O.L. 1 Z (R-19 MN.) SEALANT W EIF5 FINISH SYSTEM,REF. A6.5 M T OVER 055 SUBSTRATE 1 1/2'RIGD INSULATION A&. A6.5 in 17 w z W SILL DETAIL CANOPY AT WALL COL. FURRING 3 d„ 8 vs"_ -0„ 12 1 1/2"=1,_O„ --- w co ° Y MASONRY STONE FINI5H Of cM z r �\ ADHERED TO MANUF l F 00 Q m �( 1 APPROVED 5U65TRATE WALL INSULATION U)° >_ T e. I Q \/�U` / 1 1/2"RIGm INSULATION 2X OONT.NAILER II d 1 I T 9 T' \w (n(n o 055 SUBSTRATE VEET O VENE ATTACHED To I I - �- t - - --�c— - �•1 / U J Q k FLUID APPLIED AIR AND LATH AND 51-RATC4 ROOF HATCH MOISTURE BARRIER WP'T' LLU J O O +• �I h. APPLIED SUBSTRATE GT TO PRE-FINISHED RE&LET B O> O U FLA5HN6 h ROOF HATCH FLASHING ,E. ��//\•��� Ab.b LL r H N Z { TPO ROOF MEMBRANE ROOF HATCH CURB LL BLOWN CE1UL05 OVER RI61D INSULATION STABLIZED NSULATION OVER PROEGTION BOARD O REVISIONS r (K-19 MN.) SLOPED TO ROOF DRAIN. TPO MEMBRANE ROOF ` C EXTEND UP WALL UNDER PLAN CHECK&COORD. G PRE-FINISHED FLASHING NO AT . REMARKS Z FLASHING. Lj 1. STONE SILL O ' o ' 5 o I PROTECTION BOARD U 0 _ .. RIGID INSULATION � LL m FNISHED FLOOR :. +•� � �� �i .... .. . :' •,.. :. C CHECKED DK DATE . ROOF - a�` N .• ._: '.�' "a.•.... TRU55 SYSTEM TE PLYWOOD SUBSTRATE. ..:..,i .,... >.. •,•a' 'a� DRAWN DEK 16 -. ROOF BEAM PER PLAN JOB NO. 16010 L a ` III =III=: ",a l`Y•.a ^. - _ __. /�- _.--_ _ N-FILL FRAMN6 v 5110' 2X BLOCK OUT AT OPENING SHEET NUMBER '. e I r y 1 1/2' XPS FND'G INSUL. SILL AT FT G CANOPY AT WALL ROOF HATCH a ROOF CANOPY 6.5 4 3"=1'-0" 1 1/2 =1'-0' 6 1 1/2' =V-0' L✓ 1/2' =1'-O" A- ROOF DRAIN: TPO FLASHING AT 12"DIAMETER COMBINATION INTERSECTIONS _-- - TPO ROOF MEMBRANE OVER MAN ROOF DRAIN AND OVER FLOW WITH LOW 51LE TOP E TAPPERm RIGDA RD�E MSULWRAP a } DOMES AND DOUBLE TOP-NET DECK PLATE.TURN PART eZ164 OVER TOP OF PARAPET ' ICC-ES Evaluation Report ESR3686 . PIPE FENETRATION " N Rerssue✓se plember 2015 _ PRE-FINISHE PLAN VI COPING GAP ATTACH Thisreparf is suheal forenewei September20t6. C EW - y TTACH WITH CONT.CLEAT www(ce-e or I ON)423-6887}(S62j 899-0543 A Strbaitliary of the Inlemptionaf Cotle Counci{e so 4'TO 6" _- CONT.BEAD SEALANT f Y PRE-FINISHED METAL Wesernr,ae J PIIW at a0timesr,If amalt Plaoh The � a' - ---------- --- - DNISION:O40000-MASONRY STAMPING KING Sec Use:047300-Manafanseed Stoo Masonry 11 rmeashonplDisai ples 'armhI :plaster. 2)(BLOCKMG CLAMPING RM6 - _- m FASCIA FINISH B+udon:047300--Manutacfurod Steno Maxenry 42 pnparotlon of Cemen[Plasmr Baekine: Y m 10 cq a METAL HOOD FIELD 2X0 SI1B-FASCIA REPORT HOLDER: Cement plaster backings s be appl etl Dorn only-,are, C 00 FABRICATED OSe or gYmum s0eam(rg,a mn,ead by wood m s ei IS ' _ --------'r - INHESCREATIVE MINES,LLC disaW a over masonry or machete wads jens.1eaded as p 'n • O PRE-MOLD PIPE M HISS DRIVE tlescrlbadin SO-Ions.,antl NI hespeairety. 0 _ IBM)45IOAHO8J252 bea Fnaaliadon over Stud: The esmmt primer Ca FLASHING (800 451-TOW Q + N a1, I - baaply mane bP Neallee o,•ar a water-rea'06 iRc T OVER FLOW 2" 2" SEALANT a \ EVALUATION SUBJECT Ceashor, with IBC and R70 B3, and 26106 or IRC O. v c e rive inea.us O SocaOns R7032 antl RT0383 as aPphiwbb Al., P^j TPO MEMBRANE 1905�.4�and t1405 Im itO t.2or sIRC SegiemiRJ0.16 art O 'n'~ P PROTECTION BOARD ----\ blied at the batons r ibe masonry veneer.The weeP = G- CREATNE MINES ADHERED MASONRY VENEER R70312.2 s ppl hl,antl weep weals most be L 1.0 EVALUATION SCOPE sroaeeEs must wmwy wM W be imtalbd m arr'I a m 1' ComPdarsee with thefWiowm9 cotla. w(h INC Section M05t0',h2ww IRRi Saahoo wehos R701 e N Y 2X RAFTER-JOIST AT 24" as ePPl e,a In ddt fix W a 7/6'HAT CHANNFIS® •2012lnterrwkmal Baddug Cade°(hBC) odes we,a mi a etei(S atrs inch(4 B'as D m ` RIGID INSULATION .2012 ink rnafimal Reaxfamost Can?(IRC) spaced at a man W 33 ides(B38 rim)m center.as O.G. - 24'O.G. rehi retl by Sec(an 6.1.6.2 of TINS'_''530/AS nes, Q'. Q, - PropeRlex evaluabd: mh ch is referenced in h8C Seaon Ise mhah.The veneer 2 vansmsmgihaMdWooky ust be earoo1405 d.3 I tlearances raWmd by IRC - SaoOn 1405.1013 or IRC Section R703.12.1, as Q G ROOF DECK 2S USES apptcaba = PRIMARY ROOF DRAIN 2' PRE-FINSHI METAL Crearwa Mines Ashered Mascmy Veneer Is used as an Brads muss be sparanaaed Z more Nan to riches(4d6 rim) ROOF DR,41N TYP. L,4RGE VENT CANOPY FASCIA SOFFIT amd,npmoadaeerkgWormhtWa el tiro oncenaraerfisninato.5bryllWsad-an fist.,anrea-is,nn light Wassteel rue maral afh wnbrmi,g to ASTM C.I.C84T All aV must be +xcO the I� � � � saft lath mInWaqurera msiabtpn Nshaosar,lath must be m _ 1 1/2"_T-O" 1 1/2"=1'-0a a.a DESCRI haV.n�i�NBs antl cawete walls insaso talled m senn wasm,Be s saraaas reaI bonseas by y AS MC10 p3 1 24'MM. Camave Mmx Aeheri Masonry Velreer w a pre0m[ ap..ar,d IRC Section RT0(153 r)-ami must tre N ROOF MOUNTED EXHAUST cpnc,efe wW-made to,eannom mortalsmm,or brick sPac9da maxvnum ofBlrshes(153 rim)mcenter N I- FAN TO BE SALVAGED AND color and textwe.The wnaala"s comprised of cement For al sar.9 lath to wood studs,faste m mast be eggregehe,water.whoosees srd anheg.The veneer Cohan ion+esot int hark or staples camI wiV Becdm (EJ OVERFLOW DRAIN RFA-INSTALLED AFTER 04) uons ere molded aW cared st Ne plant.The veneer ands 7.10.22 W ASW C1063(for the IBC)or ei IRC Season Y ROOFING HAS BEEN re W variaa Nicknessea from Je raw he 1"4 Inches R703R.t,he aphi,abie.For shearing IaN W steel studs, INSTALLED (15.9 b tit rim)TOe average saNlatW weigh(of he iasarons m-seradrme tease Metl,sottdndb9 tapping (E)APPROVED RIGID INSULATION I ens REPLACE IF NEEDED NEOPRENE PAD anew veneer urvn does Trot a s,he poonas per oIsf5ce minimum headrai prof he(ii.at mml n + (N)TPO MEMBRANE _-_- \ a,hee foot p3to k9lmzj.Recognized petamc of veneer m and suNaenf teed m pmdutlx a minvnMn of{.Nql -1 ATTACH EXHAUST FAN are fisted N Taba N {1A rim)earagh ere stud. d.0 DESIGN ANDIHSTALLATION A same cone Of Tpps N meter(cement theater) HOUSING TO MECHANICAL Ni n A.TM C928 ust be applied over the won(E)PRIMARY DRAM B CUR PER MANUF. 4,1 G i t 'I tines W('a,(13 rim).The scrotG,coat must SPECIFICATIONS Insadalan of C rive memsAtlM W M sorry Veneer he 11aesd W in Wasela cevnN hBC Segm 2512.6. _ m,n[------- con"anv,m po a rert,thens f 1oh Pablisried a he Ih ps Ceti faro velroer aria N Lp , EXHAUST FAN MECHANICAL homier bvcii ns, d N ppl' ble ride.The 4y I alado Co prom and Masonry: Los, CURB manufacturers anolenee'nstedat'on instaI must be must he min...2.5 low(1.4 kghnzj setwerred metal b F --- TPO MEMBRANE V !s� _�h �� f:li. xxE•,�r�, b,,.„,.,m J .. U_ m �g WELDED SPLICE .. t ,"y.-,"r,M ;w , "'.Nr- •a.ad ."�rf+*a,.ds...,"..w,a,.,.ry a SEALANT GoawoNozots aeya:.,�:s«vm uC ai .P eoenei 2" 2' PROTECTION BOARD CONSULTANT STAMP o RIGID INSULATION MEdMBRANE MEMEBRANE ROOF DECK "`• SUMP AREA FIELD SEAMS: t.FIELD SEAM EDGES WITH IN 4'OF DRAIN COMPRESSION RING PROVIDE TARGET PATCH 503-FRAMING AT OPENING 81 ROOF ESR48861 keas4 Wdob Apaean,are,Trashed Paga Rof2 2. IF FIELD SEAM EDGES 5 WITH IN 9'TO 15"OF DRAIN COMPRESSION RING.HEAT NELID A LAYER OF TPO FLASHING CENTERED OVER SEAM EDGE. FLASHING MUST aN cW W the 11 ASTM CD4J.The ION mast .( 8.3 Expmsenisied oan�W In of usW to limit Ne eireq of awned t0 03 well in ac M Rr.70 with of h.his 7.10 1 tl'hondsh he bemenl of supports on do ve Y EMEND 3'MIN.BEYOND EDGE OF SUMP. ASTM C1N3 antl Section RTo38.1 of Va IRC,as sysam.»to be apaa'ded M 1he ar-,rcect designer 2 ROOF DR,41N 6 TYP. EXHAUST FANS 6 hassbb T5 m wa maar ba spa ed a ma6 Inches a or-at am mas, game Nara, ar � d tan 6 mate(Thi ) canter vertbady and 16 bakes must allo ce given b ma 1 see by ARCHITECT STAMP 114 non) e horiz d bad.The 9rs)ca bed(oMer 5A The supporting woad must be men ned b d pp.d the c4p5 r a nag b wa M,Lnufl qr0 mad of the Uns asary fast at be lustfrod to Ne sea applies on of g ttre code offidai.The scraWs cos(must be appled as Imem wegM Of the senor syger,,,,iNed.hijas AfiCf:.r�V domanbedin Saaon42.f. l,At betl arWcement plaster backing,ea AA-iCSO . HEAT STACK MECHANICAL EQUIPMENT TO BE BOLT CONNECTIONS veneer 7 m aPpiiwble.At well olaeNrgs are suppmi embere MOUNTED TO HOUSE KEEPING NEOPRENE WASHERS 4.8 ApRlicaUon MVanaer Unia: moat be desenetl to IWtt dadaaion to ten:..Of me Fl HEAT RE55TANT SEALANT PLATFORM. - NEOPRENE PAD A m marsh%4nas-V ak(12.7 rim)setting bed of Type N span of the,smaernesi membe,s. mover must be applied tithe back of the veneeruniN,aM 6.5 Nfiere Ne -smc provision f IRC Section DRAW BAND OR WELD METAL CAP SECURED AFPROX. Ve veneer aria must be pressed dnnly'n pare In R30T2.2 apply,Me average height t Ne wall - UMBRELLA TO STACK 24"O.G.WITH FASTENERS AND acmrda en the nofadurars poblshed InsaNaon pponam Na Precast atone sore '-Wing the �- NEOPRENE WA5HLR5 rash tons Joi Is between veneer unlls must bag a"' ei of Na ve,reer smarts,m q ba het anarmd. r UMBRELLA end to Wad d wiN the senor manufacuers When Via wdgrt eWeeda Ne Oppl bi 1s of IRC ! FRAMED HOUSE KEEPNG PLATFORM pudishVo imtadeaon insho dam. Beason R301.222.1,a engineered desgn of PLUMBING VENT STACK METAL FLASHING FASTENED AT 6.o CONDITIONS OF USE �hRC SeasseeR30t�ibe peRwmed in er<omance The p,asst stone veneer dasabad'm Nis report Worse s S'O.G. a STORM COLLAR SET IN MASTIC thanIn,a suitable.l Irhli 0 of what n speofad in, 6.D EVIDENCE61.eah ED Vote codas I'sied in Season tO of this report,auyat to Dam n acmmance win Ne ICC-ES Acwpanpa Crdaaa PRIMED FLANGE Na felora krons rg ca f Pre ne or oast Sto Van-(ACSI)dared June 2013, . a __ 5.1 ImallabW must WIPIY with this report, the T.o IDENTIFIGANON U ens o"Pic ti area 1,th installation in aftat bee antl Ne appfnxba coda.in Il"event of a mnfllq botwean Pa Wash precast acme mart ands are identified pa me the 1hanu part,th s hoporig inslallahpn ImWcdom anu,Me hs name(Creative Mines.LLC a are pattern i and Ms report,this rapoR9ovems. riot Me mazwacNring tlaa and location,anti are PROTECTION BOARD m I 62 Us¢of Ne arena atone veneer is III m nevaNedon report numbs(ESR3885j. ' TPO ROOF MEMBRANE imtalladOm m walls wiN cement closer backings. M PROTECTION BOARD .... _ ... :.._. - . .... .:..:....... BUILT UP IN FILL FRAMING Y TABLE t-itECOGNZ TTERNS aaya/ P LI- T - - - 1..UCT - PATTERNB W PLYWOOD SUBSTRATE aanea Mmomyvenear Rhtt Letge dRW,GIe.Farmh se Ledde Omham Lmwatone Peak(edge loran Ledge, z (Nak NW,ece%Mod filar Flare a-Wale Cases Reaarge C...Retlargk lLgN), W P R�m 9mdaa e,evehnIr mdaae,la Madam eeninote.- ' RIGID INSULATION PLYWOOD 5JB5TRA1E �. HEAT VENT y TYPIGAL MEGH CURB A(DHEREID STONE VENEER W P` 1 1/2'. 5''_V_0„ I 3/4�, ,-0„ ? W M (O i 1/2"DIA.GALL.ROD (n Q C7 SUPPORT 2 -TPO FLASHING AT 2x&a 16"O.G.WALL t pl INTER5ECTION5 STUD FRAMING MANUF.APPROVED ` �J e &Xt2 BLOCKING AT TPO FLASHING AT / Z N EACH�ANCHOR O ANCHOR. w O LL J O LL J _ L TPO ROOF MEMBRANE tj EIES FINISH SYSTEM, W Z Q B 1/2' REF.Ab.l PARAPET OVER TOP OF N �F Q j I Tj plpl pI31EFRATION ARAFOVER RIGID TOPINSU LL I- 0 y - I. rq�q PLAN VAN PARAPET PROVIDE APPROVED DBL LVL PER PLAN ANC w 1'TO 3° PENETRATION AT EL Q' ANCHOR SUPPORT REVISIONS m CANT.BEAD SEALANT a _ NO. REMARKS z 5TAINLE55 STEAL CLAMPING O Y u RING Lt PLAN CHECK&COORD. e METAL HOOD FIELD O v LZ, UaNv� c FABRICATED DBL BLGrKING AT LL P U RE-MOLD PIPE FLASHING -- S ROOF SUPPORT REF. O I m -- TO STRUGT.DRAWINGS (L g __. FOR BALANCE OF ?I 0 2'7 2" SEALANT -------- - --- INFO. CHECKED DK 0 1.2 TPO MEMBRANE - BALL.THROUGH BOLT DATE 5.20-18 W M j ANCHOR SUPPORT WITH 4 in' STRU NCFARL�R FM65 DRANM DEK U) THROUGH BOLTS AND FOP.BALANCE BACKING PLATE.REF. INFORMATION. JOB JOB NO. 16010 9I6D INSULATION REPLACE 5TRUCT.DRAYiNGS FOR AS NEEDED BALANCE OF INFO. 3/4"THICK ANCHOR a FLATE SHEET NUMBER Y N - -- SUBSTRATE AT BACK OF Li PARAPET A6.6 \-.... -ROOF DECK ` i TYP. SMALL VENT G?(NOPY SUPPORT G?(NOPY SUPPORT m y sto s" sto s'v C C�C C StoTherme ci Detail No.:10.60 StoTherme ci Detail No.:10.10b StoTherme ci Detail No.:10.23a StoTherm®ci Detail No.:10.26b s o Termination at Parapet Cap Termination at Grade:Sheathing over Foundation Preparation of Rough Opening Commercial Window Sill with Fillet Perimeter Seal �[ m u Date:June 2014 Date:June 2014 with Sto Gold Fill and StoGuard Mesh Date:June 2014 Date:June 2014 M rri z< C c] (0 m U)U (3 a w= Notes: Notes: Ste 1 Notes: Notes: a° 11 Prov de a barrier ----,.Su - --- P -"- Supportin structure -°Supporting structure 1l proiM wall assembly �"' ----__ Wrap inside mrnen 1]Prepare opening prior to 9 1]Provides mock-up a + o U< membrane over the rising damp. with 2"(SOmm)wide strip the installation of the installation and test using G p F Waterproof cap flashing. parapet and integrate it ®m window or mechanical materials and subtmdes _ m u water a roof g or del 1 la SO Guard ash /Substrate m with the roofing se deck / ! _ Substrate 21 Terminate system a s lapping to face of wall equipment. /� associated with the — z m w p 9 Y minimum of 8"(200mm) rf)' ais ¢ Barrier membrane This provides air barrier .,...-StoGuard sheathing - gh opening Protect. P 9ryint above grade or as an,5 21 Incorporate flashing as _ ---SloGuardrou p g as Continuity over the - treatment required by code. J illustrated in 1023b and treatment 2]Protect rough opening y k - parapet and secondary s,/ 1023c or as per other .et against water penetration 0 m 0 Blocking to support cap weather protection under / - ---—Sto Gold Coat 3]Directs sprinklers may Ste 2 _--Sto Gold Coat Q flashing the ca flashing, p Y Step 1 P details where flashing is with StoGuard.Direct any in v P 9 from the wall. Wrap sill with 9'(230mm) shown(e..10.25). water 9 penetration to the = wide Sto Guard®mesh ---' exterior at or above the e tt ' Drip edge to direct water 21 Provide minimum 2.5" -- --Sto adhesive 4 Protect the wall from dirt returning u the'ambsa -Air seal continuous ¢ awayfrom surface of wall 1 9 P I 3j The complete installation sill pan flashing.(Refer to Q (65mm)overlap of accumulation b covering Step 2 minimum of 4"(t 00mm) around interior perimeter „ �i r Y 9 "'. i equipment should mechanical ,,r1�, So details 10.246 and flashing over face of EIFS. !� • -: -Sto insulation exposed earth where ;•, ;, equipment should Include :%' of vnndow. 1025b). 3 - is Increase overlap with ,,�„ splash may Dear. " Embed minimum 4' an airseal between the f —Face-wrap termination building height. '" 90 base coal and mesh 9 9 :- `- (100mm)wide detail �;e, --Fild or appropriate backer- 1p over wood blacking 1 f.,, Pro ec a d the and of StoGuard ! 31 Provide continuous au 51 Provide ultra-high impact -., ca mesh in Sto pr t<f nhound of the �`I rod or appropriate hood barrier connection m 31 Install StoGuard over the :.� .� resistance(Sto Detail -l +*`�� ,� Gold Fit-at all sheathing outer sealant joint. j,I breaker(See note 5) around the perimeter of m 1 Fillet Seal parapet supporting I ",,..Sto finish 1.00b)to a minimum / ,a, ,r"'� joints "K-- the window to reduce tmsE 'a• structure lapping onto height of 6'-0"(1.8m) ` 4]See additional material leaking,condensation compatible sheathing, above finished grade at ^; r< ; 4 options in the following -"Window frame related to air movement 1 as accessible to „, Sto details: and sound and insect .c' o n _ Sto Gold Coo[^' ( other areas exposed and rmJ 2020R,20.20E 2020FT, ws' P h intrusion. '- StoGuard detail posed to i Step 3 20 20T,21.20R,21.2OG an(lashing with end SioGuard detail abnormal stress or zG � dam.Set pan flashing in 41 Provide leak-proof sill an component(see 10.00) I component `"I -- — --- pr p r' impact. %)< Wrap jambs with •1',T compatible sealant flashing with end and I minimum 9"(230mm)wide 'roc-'P` back d t catch,r < dams o ca c any 61 Termination of bottom of ;aP C It Guard"mesh,lapping d e`Drip edge of flashing water penetration and ;, #A,�"v .,n? wall may be pre-wrapped %% Ste 3 minimum 2.5"(64mm) direct it to the exterior of .. Supporting ,- ^: > 2e p,. Y`..'••..Starter track with weep or use alternate starter over extension from sill, " =Sealant -'---Su °Nn structure +T !4 P ,xi i then wrap head,Apply T the wall assembly. W holes(note 6I track to that which is "^-Substrateshow,. r Sto Gold Fill to complete Back-wrap termination 51 Verify suitability of fillet IE r r v P' 4« Cover mesh. seagy ^' \ iMk• Rr' StS t m Membrane(Seerd ion I -'Sto insulation Consult sealant configuration. - � /� mep4 consult sealant and ~ C ~�Sto insulation xtT"S'p 20.10b) I u?C. �•�' ....-Sto base mat and mesh window manufacturer, g Q __.'Step4 Sto base coat and mesh +F, Foundation waterproofing LL,_---.- ' Coat the entire �� ''-Slo finish surface of the wall and CONSULTANT STAMP r " a into tough opening with Sto finish ".roinsin I.—is Z s. 4'x Sto Gold Coat® M W N t�p)11,lavy N i S rr ru A 'ra,w g I apttn MSw Crop hl Ra/,pkaxmp. M M e r M assmb W h uma kmpaM of s,P Cwp.AlAghn xzerna. wlum kelp lonW bw,a o„- x ed epevnorN k,apwiyMaw CwP.All agM1UReaarvetl. ARENTION WWw.5I000rp.fOm ATTENTION row www.StdcupnCOm www'so--mi MWWWaS1000fe COm ArrrNnoN P ATTENTON P s,n o. M mracwn eM1mew.aawroamero awga<wwmrwe axm�blyms>mAMiryagiued n+y +,..o„et mxa<ert m stpue ApMad n paMme arnea mpimum a.for mMe alargm,pn as spmnm byanuFfMarwgn prolms a grmmre n,WaLry Mrx uv,gae'an nwotlurn Wqu ndessu .xwn riotm wnwyas ,n•bv oa *pry nspeINN-aw4lMaesy ngimvral,geraY ran. �WwMM x Sm< , ,ulwmseE am eas enro u Iw an..timm nukwnTh r s t, .,In tin Wants aM fwi nu�airm sle co bM nw.Nbuildn talk rlammueWaYamnt MrFr M„ewmi<atipm orris naa a rclm.niM av�e ben Aa Cw axnmsa WaM brawNu_ gnwnM1tl e9jrcam eswn,N,e;,Mlw 4+l,;My aovx^an aig5eaam rFely a Mu we4G aoPa ndni, p.w,n,r�Pw�martmdaa:.,,v.,,ibr rrn ,arro er col a,wn anP w rr ea Marro w n nos a va a aw. ... � n rm,w,eo,�,ramrn e onoM w nraxto Pram Ytl 9rmaa rarsr'�r,x,.Mbrgr,naembhw p-meB mry reulrnuriwndnmrymw al,d»•a rnivopwry orMunq,u perzonso m'rev wash rq,mpwNdegwawwwwrrrtletl buu.nq.lwrn-w,Pwiwnw<e or.roa�s. aMiea+mme.kw'nv unya.M 4.ter wa mmnr.rfn morn,of(er 1 sip ernslrw.tim,ttk 1 n Mrya twi ,r n15 au.,swux d mrmmnxt. ob tout,winos� Ao ymtlwna aminn anxtuudMa. ,wino ens. evantl SroY mnirouroa,+*old Aoy,�qu,asswuseaoaedai mwoarMamNmaa<owuup 4ger assamAry qr W�arnngnayn sa,use y ,winos mMdSmaprtmapuN ouxpw ds,'mproPrry tlmgetlo<o nrvtlM a9.sae bNa b.Wlrg mayrevlrosemadrq,rw open mp,oPerN a,agrma M4,rgv nswNwr unnq mno� tl�magelw � Sro notlurs.aM roc ties rvnurce rim bu ncw,gmentr. S,o Pmawtxap rolmunxw-eW4MMn n<n,nporcmv mPmrMMa,aeamlM.vmwwdnx WUnga amoymne..s nsr _ r maA currcnr mwnat on an prw.sap xMm.rM,up, rn.xxl d ar to elMee.; " t st.r..n anm a,a.wow-Mtl"•win armvp,n o, s titans sip e.rotne a into ,on We.uµm ry Jo,er sow roc.xs s ,tor rm eta.ae Pa on tr.ahan upn ye o,rre+m.uum nwlwayntm,n rtim,J tin so nareM banes sr ,sa r<m 9 n _r,t.n,mavv sl��e 1.'r,a.ste,wwsu[orPmm. rG nr n ' -' „mr.r ...... .. ARCHITECT STAMP TERMINATION GAP TERMINATION AT GRADE ROUGH OPENING PREPARATION �WINDOW SILL FLAtSHING 1 —, Mir b 3/4"=1'_0" 3/4"=V-p„ f 3/4"=1,-p" aai o I LrZa'1� StoTherme ci Detail No.:10.42E StoTherme ci Detail No.:10.04a StoTherm®ci Detail No,:10.24b Horizontal Joint at Dissimilar Material Aesthetic Band/Projection Commercial Window Head with Fillet Perimeter Seal Date:June 2014 Date:June 2014 Date:June 2014 'y q Notes: Notes: Notes: ,,.---Substrate 11 Do not attach upper 11 Comply with maximum I I Provide a mock-up ��- Supporting structure sheathing to nested allowable foam plastic --Supporting structure test track.Only attach lower thickness per So Code installationimaterials and sheathing to nested track. - --Sto Gold Coat compliance report. - subtrades associated with —Substrate // fl �'' the roect. 2 The maximum allowable ��' ---Sto Adhesive 21 The exposed surface must '. _- —.--StoGuard rough) p I ,.; --- Sto Adhesive sheathing span at the have a minimum slope of • opening protection floor line is 8"(200mm) 1:2(27a).In locations 21 Provide flashing installed W e Sto insulation - ---Sto Insulation where ice and snow may over the window to direct iJ-I °r as recommended by Y _ __ ----Sto Gold Coat water away from the the sheathingaccumulate,increase --Sto Base Coat - window.VerifyZ manufacturer slope. - y\ Seal between flashing requirements or head J and EIFS.Include flashing with local codes _ --Sto base coat and 31 Provide flashing minimum 31 See to Detail 1.04b where 9 LLI -Sto Mesh ,_ weeps and manufacturer C) _ mesh 4"(100mm)behind the I the projection rs less than F— Q o '- 2'(SOmin or where If not required,seal > a. Sto EIFS and project " �' If seal between window head W ueyond the face of the Sto Flexyl on exposed scow and ice are not �,,,` and EIFS. IX 0 Sto finish alternate Claddingbelow. likely to accumulate. surface Filet seal LJJ Z Z 41 Consider the amount of " 41$to cementitious adhesive - Flashing over window 3 aratnct rough opening 0 I— Ur - Sto Gold Coat- movement in the Ste Primer Sand over Sto may used as alternate ' folded window with st waterdpough tion L1J co O W r9 alternate cladding '1 Fle attato ch shape, to over d opening 2 c'7 LLJ ` I StoGuard detail material,especially if a jamb-head interface � �DO 0 e 2 t component different stnlaural -- window frame 41 Provide continuous air >> C) LL y0 support system exists for Sto Detail Mesh 1, barrier connection around > I— 0 t -Flashing that cladding Position ---Fillet seal with backer- the perimeter of the LU rA iA - flashing o accommodate rod or appropriate bond window to reduce leaking, J U) r movement and ensure So Finish d breaker.(See note 5.) condensation related to 0--I (A Z '��° Starter track with drainage to the exterior air movement and sound � 0 Q d weep holes -' Air seal continuous and insect intrusion. J ED 0 51 Determne installation : -----Sto Turbosticke' - -----around interior ; Z sequence in advance of , perimeter of window _ N U Q ~s, Pe 51 Venfy suitability of fillet O> Il V Alternate cladding Construction tq seal configuration. — z assembly - y'--'----�St.Gold Coat Consult sealant and � �~ W \ window manufacturer. ry StoGuaM Transition / � �� -StoGuard rough -_.._.. Membrane .._ REVISIONS opening protection - e U Nested track assembly - Sto insulation NO. REMARKS 0 i . .....__ /1� PLAN CHECK&COORD. ..�Sto base coat and (� n ...� mesh N row Sid finish a m Pmp.m as kgnn sae ""Mqn Ne w m+w tiler r<, L4� LL nvaw,rwrawwrmm.. ,.q-nmsac p bcramracr Dwaine n. nb raaMa. «,>oen+tlwnl,.r,am,.,;:,n o q.n_,docom.com www.$tocor c m wwwstocor cord CHECKED DKIll w ATTENTION ATTENTION P'° ATTENTION P spmlW by oqu,,.l tot—atom se by ova N tvgw<m mbry , ea tleu No eret u mmtlM is uss byga w nt of U minbryas srxeeretl aa+wfaa -ewde,sa,at tletl for pmlmtwu rontraMrs nm mnumanmem pnuee,vuqu,l m sw p�wn,r:am mmalal+w.rur �' ca nrac gr,rm,mmmen uaranuarem qla anger mnsruawn assemby as npp� was.n,�ay anaaa na sra ea,once came into uwse nxvman tow sax' azo<wp.an<4,m.an,sea asn me+w,,x.y roc nn uw ro - ter l:goe�ws now:.ma ew,vacm,.rncort:umea asawmr.rc ,per wml ucvo ar. y aeg amaemr ATE 5.20-16 rxmru IMr Y+aaa be a 'i" s tlnsuma rm lid,hry mµvewa,wnomaa.M aPwua brorwmalv.a try p 'epers,ns are,nes.maa pmovaa iniwopaMtlr->iv�etlaoxwrm,eJ bui'.tliig,lw rnerwgMwm.r;e ul aJ uaemi am,g aompomm�was,emMmyoilo, rcttraanuWv.Top axwiace nmmtl narmaame S,e Cap auemsN ana mswn ru.4nMAh -mp.a.fa,s prwfwx Um.., n: rnH - pima kedae;uentb ,-.. •'� Soptlq �rrnestuni.reM vbsU ypr irwaxw�s nwum ns Pandan mpwParh aesg Mo mnmwwa roger aswmbN orb � .... n...,lew rm an+enbeyona HOY co, I nodw.rswuaa+Pv,dan mwalmM dtigmiwomvumtlixgnac+emdyab,M,ry tow roc tworsmnage,n •'�"p N bY, pea»mnr e+ir.a d gw agrmanuda$arnrW ... sowa,rn.a,.amme,m,nam of nab a :roc,nn awn �vww smYra„bu.4,w�r w.,,ror vrtda. namry lmgral or<orrrru<ue argar..,.mava as ar nmm..n a.rnagrw DRAWN DEK sin nal > ,row, drnawaargwna.wnpw,w,,,. - _ U) aa,maw. ,rm"rt Pope,PP wlpr.a, ..na wino rma r..rp,:agaavu meRPma nasoebrp.arom wrm,rzaom win °ri mwecwwnimw,.mn«^pram.aPpwarxp r. yr, g, or m.tow ca a,: q na,up marg aw ornngmcaam'gna JOB NO. 1fi010 a,evmra im,wa waaaaamua agmx rerwwlne mean..Nam.w...uwaro.mn.,4rA moxa.rnnmwm,arae on Pma*pnP rninne SHEETNUMBER ° HORIZ. AT DISSIMILAR MATERIALS AESTHETIC BAND W � INDOW HEAD FLASHING A6.7 �1 it T_O" 3/4•,=1,_O" "' 3/4"=V-O" 1 I v n � C W I E .� DrJ Research RI DrJ Research Report Y do DrJ Research Report Port P W J 3. Evaluation Scrape: b Siding Maximum Thickness of Foam Plastc Insulating Wall Sheathing(in.) m L 1 1C This research rt examines the attachment of exterior wall coverings through EPS,with thickness to 4", Cladding Fastener W co - Research Report report g g Ex eri W IIC Covered assembly biy ltli ct m h ell: Through Foam Siding Fastener- Fastener i6"o.e.Fastener"mireaal Spacing24'cc,Fastener Honzomal S [ O r to wood or cold-formed steel wall studs. Type 8 Mminauin vadlcal W m Cladding material aitd fasteners Phsac Sheathing Max Cladding Weight: Max Cladding Weight O O W o Size Spacing 32. This research report also provides a step-b"tep approach for the design process of attaching exterior wail 2 into: gn.j 3 psf 11 psf 15 pa( 3 pal 11 pal 25 pit 01 F-o coverings through EPS to wood or steel wall framing. b-Thickness of EPS as required Q Attachment of Exterior Wall Coverings ORR No.1506-05 6 2 1 DR 2 075 DR Q + pro Through Expanded Pol t EPS 3,3. This evaluation and design methodology considers only the weight of the exterior owerng or fasteners c-Optional wall sheaN'ig or as required by the applicable building 0,173" B Z 1 OR 2 OS DR O^ U'; 9 Pan ys Yrene( 1 mile Wg.,gypsum sheathing.WI or other? dumeternail -- -- W w to Wood or Steel Wall Framing cantilevered though the EPS and into the stud. 3A4 Wind pressure resistance of the exterior covering is outside the scope of(his research report.Consult the 12 2 0.5 DR 2 DR DR C m It nerd'ag permda(i.e..wood Or cold-Iomletl steel studs) 6 3 1.5 0.5 3 075 DR _ J' exterior covering manufacturer's installation instructions for Information regarding the allowable design wind F.W.e- Table to or 0.120' t s fora roduei In accordance with ANSVS6CA F5100. Par- y Design R 3 1 OR 3 DR OR L v expanded Polystyrene(EPS) pressuregiven p Wood Framing diameter nail a _ , 12 3 0.5 OR 2 DR OR �,c Producing FSC Members Issue Data;July 2,2015 34.1. The intent of this research report is not to reduce minimum fastener sizes,penetrations and spacings (minimum 6 d 2 0.75 1 1 DR W m Atlas Roofing Corporation-tal.moo8nn.com,a0aswela do ,abuse S coin required to resist wind loads.Where fastener requirements for wind or cladding weight are more stringent, iVP penetrofion) 0.131" W 's 0 4. '+I Dow Building Solution-bu'Idnodoweram they shall control the design. Figure Is:0luslralpn of Exterior Wait Covering Assembly Components(direct attachment) 8 4 ..5 0.5 2 0.5 DR diameter nail fn U a Note:Wall sheathing laya'c is optional,unless required by the applicable building code. 72 4 0.75 DR 2 0.5 INt m v 3.5. Attachment of window gangers over EPS is outside the scope of this research report. 6 4 4 1.5 4 2 1 C Q 0,162 p DIVISON:070000-THERMAL AND MOISTURE PROTECTION 16. Any code compliance issues not specifically addressed In this section are outside the scope of this evaluation. diameter nod 8 4 3 1 4 1.5 075 k Section:072100-Building Insulation 12 4 2 075 4 1 DR Se won.074000-Roof g and Siding Panels 4. Product Description and Materials: ExNror..It Covering Assembly Mmuoh furtinel: Y8 screw 6 3 3 1S 3 2 _ DR m Sewed:07 46 00-S ding 4.1. EPS products used m accordance with this research report shall comply with the following material standards: into 33 mil steel 8 3 2 05 3 15 DR 4.1.1. EPSmanufaduredinwmpliancewdh ASTMC578. a-Min%'.gmalerlalaM IX3 arlrs Steel Fmmi orthicker 12 3 1.5 DR 3 O75 DR a"j"rtit, f b M'n'/.'4hKk(mmlml 7x3 orlager)vaod funng or min.'/.' mmfin g 6 4 3 2 4 3 OS to i� Y 4.2. EPS products used m accordance w th this research report shag have a minimum compress ve strength o/15 plywood(Exlener ill ( s10 straw m 3 a 1. Coda Compliance Process Evaluated: Dm penadmium hicknsof steel 1 4 J M�24 2 DR required thickness S3 into 73 and steel Pa 1.1. Attachment of exterior Wall coverings through Expanded Polystyrene 4.3. Where wind pressure resistance is required,EPS produda used in accordance with this research report shall C-Thicknessd EPS,as 12 4 2 1 DR N hreads) too ingFoam Pladlolnsulanng Sheathing(FPIS)lowwd or steel wall -ply with ANSVSBCA FS100. d-Optional wall5heathilg Orssrequired by the applicable building al0 screw 6 4 A 9 2 framing 4.4. EPS products are produced under proprietary manufacturing processes and are formed into rigid insulation code(e.g.,gypsum sheath ng WSP or other)' inm 67 m9 steel 8 d 4 3 1.5 1.2. For the most recant verson of the report visitd g ri ro.Fw panels. a-Wat Oankg per code fa wood ormldliffmd steel studs) orthicker t2 4 3 3 OR more detailed state professional engineering and de Compliance f Fastener Tabs iD bdei Fin Si:r=25Ammipaa per squkdlpsl 4oara a'e _ M a 4.5. EPS predULls are typically available in the following sizes: per_g_Or y Sign iaN4ma npaemen b waeallivemgelsprvca?ins«anY woodepeceewMepedlcgradiyo d.2orgreamrinxmbmm win Aarlws=ar4 mn+mum legal requirements and references,visit dr engin oraistatelaw. 33biakNiall naadalmr a iedm4mtame+«ss,dsmso,rinvr ` DrJ is fully compliant with all stale professional engineering and code 4.5.7 Thicknesses range from%toe". Figure ib IIIuaOaUon of Exiefor Wall Covering Assemhry Comporceds(thmigh Nirkg) 2 Sea.eculT binrornle[anan Mwaili lehle rvueswreaemred. Compliance laws Note:Wall sheathn la d•soptions]unless modred by the applicable build' code. 3 amdnewg 'rwoxe the pp«mtl br Mn berm Ma slo nreaMmelae.woaaumra Panda.Ck beimmao+maveekea a 4.52 The standard product width is 48". g yen' m9 datlarlmama4 as a,amm swan+q)ma,ld,cases loom ma aaaa amalnowsa bz uum wvm,,.,sl ba omcaaosewkvmconlen,vi +mgwogm - 2. Are Codes end Standards:' 4.5.3. Standard lengths include 108"and 120'. 4F,q,bsanuadvq kwbaeamumxwghl mg«ylpat-mind".g tt Dn-ricer ivi rq..zs phi-m«wryorwsue.-04 arare.6xwnpms ASTM indwie. 5.3. From Table la for"direct attachment*method or Table lb far attachment'method determine the 5.N hre„re,m Wmpl wim AstuK166>eaep I«,gbab ba roetoaaeae s>awba,dm,ga,e Saavre snbimmpy sMc1le Y 2.7. 2009,2012 and 20151ntemehona/Builtllrg Code(IBC) 4.6. Consult the manufacturer for the avallabnitydegiven product With non-standard width or length. max mum allowable EPS th cknass based on a selected mininsurn fastener size,maximum fastener spacing .x erera:a oreeM aaewYmdererebr apndad'mgbmn imnvg sw mmgywll awreq,aremmmofA15142ad gmerapproyeabeten ana.'denimerearer and the l lam weight. mg M1e,gM shellhepemaea _ 2.2. 2009,2012 and 2015 kimmelional Residential Code(IRC) g Ya g r f dadae,sark qnm xceaaa92sp lwM ys(aunaade ens Nrg.desanpmks9m4a1av+ebe coma m 4.7. The following EPS products meet the requirements of Section 4.1 and 42: 2.3. 2009,2012 and 2015 International Energy Conservation Code(1ECG') 5.3.1. To determine cladding system weight,add the might of all materials on Me exterior side of the loam t Fab v eeren liew. me d ^s a 1 awkeaan'xmm s rise sere mmg ereamrsren0.- 2.4. ANSVSBCA FSf00-standard Requirements Iw lMntl Pressure 4.7.1. Atlas Roofing Corporation-"Thermal5tar LCi"and'ThermalStar Chrome' sheathing(seea'inF to anda'and'b'in 1b cam a:ro rove - so^m -rim5 +,avesiviewlhs cars �'1`3gj fir= -) to ueWbesla"be v man 25 aket el-ev, oA wihasruC&I kkulbM ba neroon l.-,Iare Ngkryremn•mnaee. �aA vM1f Resistance of foam Plastic Insulating Sheethaig Used in Exterior Wag 5.3.2. Use actual weights for the materials installed Actual clatltlm weights of materiels can be obtained from tt v«acal sped g__eriemaial le a -1. wmssamra,AstMefe4ama aw Masonryv IanN«wrerassnc,arvan O.rhMl vmalaean Guise. is S. 5.1. Design: 19 cladding 2WneremMrea s yuuaee.asw nrvNA l,waaann Gmae. 'A Covering Assembires the cladding manufacturers ASCE specifications,(SppOther typical excerpt of from 7.10,Table Can be 111.OR maw Inbmo+abaheheenuaiegweq ,ago.: is'cobra. ' 2.5. ASCE 7-Minimum sign Loads 7orBvildings and Other Structures 5.1. Design Procedure fount m the Commentary to ASCE 7-10.(See Appendix A for an ezwrpf from ASCE 7-10,Table C3-1 oR=oasy,aem::ae � � 2.6. National Design Specification to,Wood Consthetion(NDS) 5.1.1. Determine an appropriate cladding attachment requirement in accordance with Section52 through 64. and other weight of materials references.) Table Is:Siding Minimum Fastening Requirements for Direct Cladding Adornment �t 2.7. AISI Standard S100-North American Specification for the Design of 5.2. Select me of the following methods of cladding attachment: Over Foam Plastic Sheathing to Soper Cladding System Weight ; O u tltl Cold-Formed Steel Save Members "e 4 5.2.1.1.Direct attachment of cladding through EPS to wag framing.Figure 1a. +wbaoamwemma.ell mlera,caam We mein reponareM1om umzorz,«.a,o+memasadihe 5.2.1.2.Furring attachment through EPS to wall framing,F.asre ib,whereby cladding is attached to furring In CONSULTANT STAMP a mmebrrer«amw nsem,Ilaualr9.swnoi anpma en aSCF r,spPws«d afcaa in'4Pamxixo accordance with the applicable building Code and the cladding manufacturer's installation instructions. mmpaa a wh as 20ir-M anti 20t s wvwv N Me tw ad IRC ad Ina ebbaba mMencM tAere'n.N ' roc oxaa W law.wero thin rese«cn mon b led aw:oxa.rib suNg9 Dace ma meaaa m wbre,^rim a,e t reasonrmin researsnmorn wasmt Wpm+'«t �FormmyweewMae10f51RL,vd 18LwMre a rparemeVlxmml sbeaMrgmYer'a rid Prwlaeb meparately rectal wM bad th FP6mulwmphwll ANSLSSU fSfda v 'siding iaxanirga,me wNbarel-0mesMami,q sDatl le pelmltletl bdadalnPnoi weigdny neretnan I panne(oameeeaakq mkknnsesndpmamrtlw Y:remrb 10YSRd Sedrrie. b,mnan«xmis. - +wequale-keg 1.,mvirneurceixreaae wMrededai,s bden'rg regulremen+atlbiae mac panahaaan tlapn bM1amag:elmmaaudy.aamyeeda aaag mawmrwn eaelwm wTamwlressbnm Nall tie epedtea. n DRR No.1506.05 Page 2 of 8 DRR No.1506-05 Page 3 of 8 DRR No.1501 Page 4 of 8 Our Engineering,LLC Attachment of Exterior Wall Coverings Attachment of Exterior Wall Coverings Attachment of Exterior Wall Coverings 6300 E Inlerpnse Lane I Madison,WI53719 1 6W3106748 1 driengi^aemw am Through Expanded Polystyrene(EPS)to Wood M Steel Wall Framing Through Expanded Polystyrene(EPS)to Wow or Steel Wall Framing Through Expanded Polystyrene(EPS)to Wood or Steel Wall Framing _ as 4 III ARCHITECT STAMP - a 1.10n EO Drul Research Report ON Research Report DrJ Research Report AlsoIOr::'0T DrJ Research Report Po Al"Itar 1 Maximum Thickness of Foam Plastic Insulating Allowable Wind 5.4. The minimum fastening requirement shall be the more stringent offer required by: T. Test and Engineering Substantiating: S. Conditions of Use: ` Minimum Fastener Sher hin_ 'Pressure 5.4.1. Fastening schedule determined in accordance with Section 5.3 of this research repod. 7.1. ABTG RR No,1503-02:Attachment a7 Exterior Waft Coverings Through Foam Plastic Insulaling Sheathing 9.1. Where required by the authority having jurisdiction(AHJ)in which the project is to be constructed,this report fasteneri Penetration Satin .,,1.lI,^2 FPIS ro Wood or Steel Wall Framing, I and the installation instructions al the 11,111 "it ma^ulactu,,shall be subenmed at the nine of d Furrin Framing ype Spacing ifi"o.c.Furrin 2d"o.c.Fuxin Resistance of ( ) g,Applied Building Technology Group. iti n, perm g r 8 Minimum Into Wall In Forting 6.4.2. Fastener type,head size,diameter,spacing,and penetration into framing required by the applicable application or available on site during inspection. a Material Member Siding Wei ht: SidingWright buildingCade for ihes eclat claddi maeriel and the GadtlIn (adorers installation instructions 7.2. National Design Specification for Wood Corsiruction-2012 Edition,American Forest&Paper Association. Size Fuming Furring g -_ g Atachment s P ^9 g menu 9.2. The attachment of cladding materials through the EPS described in this research report Comply with the 2015 ,,..•"' 7.3. Gen..]D 1 Ed fro fo C i d tin L t 21 Connadion Valves(2014),TR42,Amed an Forest 6 Paper 'Y (i^') (in.) 3 psf 11 psf 25 paf 3 psf 11 psi 25 psi 16"o.c. 2d"o.c. 5.4.2.1.Where the seismic provisions of IRC Section R30i.2 2 apply the wag assembly shall net exceed ins versions of the IBC end IRC,or era acode-wmptiant alternative as specified I^the codes listed in Section 2 Finn a fume subject to the following conditions: .au;•x1'"" weight limns of Section R307.2.2.1,unless an engineered design Is provided In accordance with subj g TA'4c:n;I Nail 8 2 1.5 0.5 2 1 DR 42,6 28.4 Section R301.1.3. 7.4. North American Cold-Former(Sled Specification-2012 Edition,American Iron&Steel Institute(A/S/S100 9.2.1. Installation shall comply With the manufacturers installation instructions and this research report.in the (0.720°shank; 14�" 12 2 1.5 DR 2 0.5 DR 284 18.9 6.4.2.2.Where the seismic bad provisions of 18C Section 1613 apply,the cladding attachment shall be standard). event of a conflict between the manufacturer's Installation msiruc ions and this research report,the more 0.271"head). i6 2 0,75 1 2 DR DR 213 142 311 verified to me resistance to meet or exceed minimum required earthquake loads. Nail, 8 4 2 1 2 1.5 DR 46.5 31.0 provide req qua 7.5. Fasterterta Svslemg for Cnn!inuous ,New York State Energy Research and Development Authority reslrwnve shall govern. 2010. (0.131'shank; 11.1 12 4 1.5 DR 3 1 OR 31.0 20.7 5A.3. Fastenings that are not at least equivalent to minimum required fastener characteristics described in 9.2.2. Installation shall be on exterior walls with code-compliant wood forming or mid-formed steel framing 0.281"head) 16 4 1 DR 3 0.5 OR 23.3 15.6 Section 5 4.2 shall be designed to provide adequate support of cladding weight,resistance to wind I.S. International Code Council,2013 Public Comment Hearing Results to the mannational Residential Code- meeting the minimum requirements as indicated In Table 18 and 1¢ r Minimum Minimum 8 4 4 iS 4 2 0,75 57.5 38.3 loading,and seismic bads as required by the applicable building Code. building,Proposal RB389,RB390. 9.3. Design 0.782^tlaiameler 5.4.4. For running Connections in accordance with JA,I(�¢1 b,allowable wind load resistance shall be verified to 7.7. The products)evaluated by this research report falls within the scope of one or more of the model,stale or ix3 Wood 2.Wood lilt' 12 4 2 075 a iS OR 383 268 Y 6 9.3.1. Building Designer Responsibility Furing Stud 16 4 15 .7 4 1 DR 01. 192 meet or exceed the minimum required wind load of the applicable code: local t is limit codes for building ConsWwon.The testing and/or substantiating data used th this research 12 A 2 0.75 4 1.5 DR 107.3 77.8 report is limited to buildings,structures,building elements,construction materials and civil engineering related 9.3.1.1.Unless the AHJ allows otherwise,the Constitution Dowments snag be prepared by a Building 070 wood $.4.6.7.Refer to!RC Tab_R301 2(2)for ewnponents and dadding wind toads for the applicable wall wind t" 16 4 i.s DR a 1 DR 79.0 52.7 specifically to buildings. Designer(erg.,Owner,Registered Design Professional,etc.)for the Building and shall be in screw 24 a 1 DR 3 DR DR 35.1 234 zone and for an effective wind area o/10 sgwre fed. 1077. 72 a 3 1 4 2 0.5 140.4 93,6 5.4.4.2.Far ISO required wind loads,see 18C Section 1609. T.B. The garkonof of model,slate w fowl building codes for Wilding onstr ction.do not intend to prevent the The Co slo wdh IRC Section R106 and IBC Se and reliable ,:la s lilx" i6 4 7 S DR 4 1 S DR 79.0 62.7 standards, of any material or to Prohibit any design or method eewnaaernati.Alternatives shill use consensus 9.3.12.The Condnudion Documents shall be accurate and reliable and shag C ids the location,direction " g crew standards,performance-based design methods or other engineered alternative means of comp8ance.This and magnitude of all applied loads and shall be in accordance with IRC Section 301 and IBC Section 24 4 1.5 DR 4 0.75 DR 35.1 23.4 6. Installation: me mh report assesses Compliance with defined standards,generally accepted engineering analysis, ice. IB screw Steel 12 3 1S DR 3 0.5 1 DR 529 35.3 6.1. Verify that materials comply with the following provisions of this research report: performance-based design methods,tic.m the context of the pertinent building code requirements. thickness-3 16 3 1 DR 2 DR DR 397 26.5 9.3.2. Construction Documents N (0.265"head) 6.1.1. EPS materials shall comply with the requirements d SeGlgn 4,unless otherwise approved by the 7.9. Some information contained herein Is the result of testing and/or data analysis by other sources,which DrJ LL 33 mil threads 24 2 DR DR 2 OR OR 26.5 17 6 manufacturer evaluation report for the product and thickness intended. 9.3.2.1.Construction Documents shall be submitted to the Building Official for approval and shall contain the W Minimum P P relies on to be accurate as it undertakes its engineering analysis. 33mi1 SIael5lutl Steel 72 4 2 DR 4 1 DR fi2.9 41S plans,SpeclBCe(lOns and details needed for the Building ONCIAI to approve such dwumenIS. - ee S l screw thickness•7 16 4 1.5 OR 3 DR DR 47.1 314 6.2. Wag framing materials shall comply with gang,fir @,specifically the minimum wood and cold-formed steel 7.10, Dd has reviewed and found the data provided by other professional sources are credible.This information has w, Steel Hat (0.773"head framingmember requirements in the foolnome to Time I a and Lb,as applicable. 9.4. Responsibilities Z Channel ) threads 24 3 DR OR 2 DR OR 37.4 21.0 mom q been approved In accordance wish DrJ's procedure for acceptance of ride form approved sources. or Steel 9 9 type g gig q p 7.11. DrXa responsibility for data provided by approved sources is In accordance with professional engineering law. 9.4.i. The information contained herein la a product,engineering or building code compllence research report 12 3 15 DR 3 OS OR 690 46.0 8.3. Cladding or furring fasteneri and size,including lastenerl length obtain required penetration iota or W 1 Minimum per screw thickness e3 16 3 1 DR 2 OR DR 51A 34.5 through framing members.complies with the solution determined in accordance with Section 5.4, perforated in accordance with the referenced building codes,lesftrg antllor analysis through the use of 713 Wood 43 mil or (11"I head) threads 24 2 fMt DR 2 OR DR 3a.5 23.0 7.12. Where appropriate,ON relies on the derivation of design values,which have been wdif d into law through accepted engineering procedures,experience and good technical Judgment. V Furringthicker 6.3.1. Where fasteners are permitted to pendrele into or fully through sheathing or mailable substrate without codes and standards(e.g.,IRC,MtI IBC,SDPWS,tic.).This includes review of code provisions and any . Steel end- Stud k10 screw Steel 12 4 3 1.5 4 3 DR 81.9 54.6 penetrating into framing,asSpecified b the manufacturer's tnstructions and supported b a last report, pg pa analysis p pp equivalency 9.1.2. Product,design end code compliance quality control are the responsibility of the referenced company. thickness l3 i6 4 3 O5 4 2 DR NS 410 y PP Yrelated test data that het with comparative anal s or provides support for a slant to intended end- ry O Z (0.333"head) the end of the fastener shall extend a minimum of%"beyond the opposite face of the sheathing or use application. Consul)the referenced tympany for the proper detdling and application for the Intended purpose. Ii Q threads 2d 4 2 DR 4 0.5 DR 35A 23.4 nailable substrate in accordance with IRC Section R703,11 1. Conduit your local jurisdiction or design professional to assure Compliance with the local building code. W Z -r zsa t ow,ro Persware mamaU oa4rs P+a 6.4. Fasteners shell be installed Into framing members and driven gush and snug such that gaps between layers 8. Findings: 9.4.3. DO research reports provide an assessment of only those attributes specifically addressed in the Uf ~ c-em am L g m,mw•0stmm n,akwodmmn anewxkUb espy v ro-oray Mmisperm wibaxedficgraMy ptoezorgreamr par aFdvawns. are removal,except whereagap under the cladding fastener head is required for attachment of vinyl siding. 8.1. The design procedure and installation requirements outlined in this research report may be used to Mach Products Evaluated or Code Compliance Process Evaluated section. Ll.) n.Wnimum7a,Nsmeltwiammdan4,gorst ktlamd.smurmtmmmelsndlbawnmlmm,m'I;tzz2mm)aaPm. exterior wall Coverings through foam sheathing to wood or steel wall framing, 9.4.4. The engineering evaluation was performed on the dates provided In this research report,within DrYs = W co c.smdM1awmzd:,dxeme and adaw3meowlydnUnamaly ianarroraa l .13m me Suediesme+«sampnnlprmee 6.5. Fasteners shad be installed in a workmanlike manner and not over-driven,maturing in materiel damage or g 2. Is-names otabaeb emeldem;yr+anaomDry'dM Ma re4u renwnredalsl axes.inn«appiaaamstx:enolee«.w,naeniver excessive distortion of Gadding,running or EPS materials. 8.2. 2015 IRC Section R703.3 and R703.15 through R703.16(Appendix 6)Include provisions for the attachment of professional scope of work. O Z eiarn ia,amd-ni a vermdba pnoaktl g cladding and/or furring over EPS to appropriately mist Me required design wind loads. 8.4.5. Tne actual dell f b In rid use of ibis research re y paincular building is the responsibility Q a.Nag msmm,aastm,wlyw,Mas7MFrss> per ata,wm an aero mimaba.reee asiMflss7namard tangos.soave abanm,rory wM asrlgcr5u 6.6. Ensure framing members or blockingare provided to allow for attachment of siding and trim materiels al design,sula ya port for an _ Feenfndba card.maamlm al.,4c.be vencm a bonzamal orbnmmn. transitions such as comers and wall perielrenons.Emum that a code compliant water-resistive barrier system 8.3. 18CSeol' 1D411and IRC Sgctw R10411(IFC Section 104.9 is similar)state: of the Owner,the Owner's authorized agent Or the Bolding Designer, > r 2 ab.wla.4awx rwiw'ne mellUabnamnowrwal era malmdmawlm tie u cal i coat Ire and flashing its provided prior to or during Cladding materials. 104.11 > ~ D (6 • c r,;i«iwwnhaa,4mwpna old laanwnshan6a«„moon g P 9Ne installation o(daddin whempama M I✓wood Nrdrg ahan be Pmaemaa ea wooa'm xmN m :_• AnematNe materials,deign and methods d eomtrucfiw and equipment.The prom'ons d this code are W +R.,Gacr,Ralr3.smel wring snag hawsmsemmmcaoealvamma noawg.- not Intended tit the msta8at on of an deriel ormprcaibn anyd ' Owddcommution riots IA tl 10.Identification: _ J 1 c.Fun drµmlaJ eel Irakanodwamea«I snapceviderin«eemee-bmbmoftasmmmeceirleie amine rw brarel�m,«sDadng.I-enkaa nag 6.7. Where requiredassembly to Contr WsWcls,thepro)ed nda proper Compnents.e,constmcle grew yinovedAme pa�coy foam �J O ws'mgbtron.anaaa awaserez4'ao..sari umrtl„dlawaM berewaeaalanal sndpa!i2-27.-rxrxe amwimvrsceuaaamoreilmnza'loamlman. mock-up assembly to tlemonsuatecwsWdabilily antlaproper integration of components. Iftof-I dby thiied be askeenede at suchdlMI offiehasbeenaptheparoseddmative material,designanamelhed 10.7. Theing the anciffetmoes m in this researchname,Mood Is label the gedbyeyins on the agency,packaging material 1 d tmsmxaon riled be approved where Ole dxNmg ofiuN Onds Nd the proposed des gn s sal aleatory and comp(es bearing the manWadurer s rmme,product name,label d the third-party Inspection agency,and other U Q Z Z 5.tp mmwasna alalbd xverelaaardatR sith the Mani d the provisions of this Code,and that the material method or work offered is for the purpose Intended at informationb Confirm code compliance. Z O T^ 6.Lag xre aid waticaewa saabepmd,i�nurortlarre w4,aFdPwNDS'. o )..Appmwb ndnrl-poring ell rameerve,See woes isangmebas celm M' i Ire 1 notapWest teequivale bildingn of tprldeal shall nNsmde. Where the aftthe reatheson theafie resign or net od sudconstnicdon i5 w J LL- rJ aA,Ce.mawmwrage,m.osbw,,retlmmanmaedirl raws.pe a,mwoa n,b oueWs'/.•(i0tmml mw's nolmorenntl.Ps+mml:onmss not approved,the budding ol0aal shall respond nwndng stating reasons allemaave was not epproved:n tt.Review Schedule: NZ Z `I apPmrcrla1dd vvMm.eva.MrIgavmti aed-eillerbaeau'r-1 md,md Alnliml-evir,iigcuIexv Lemaiebatxwndu mg. s.8.amflnaolawwA+lumx4beamwq+,icmryaY.las!-wr+w�re ltpn-em 'amg.25 pe+m ,y orwnuroa awno.e.amplas aze.muimualva. 8A. This research report uses professional engneenng law the building code ANSI/ASTM consensus dendards 11.1 Thisresearch report is subject to periodic review and revs on.For the rtast recent version of this report,visit O O U ta.ForgeaaaN yewnwdbmeueeMrp 2a pHvdn nymxbmudl aMW'e9.4 sg a k auabeanwmtl. and genemil .yin tiFehIaere. aarmamar,mim:m miWaudhmnva Im.Da gnb kid'. wsaoliaam elannrpgreamr Man 4', yaccepted engneenng practice as L4 crferia for all testing and engineering analys s.DrJ's d' inner tin a professional an g near n9 work falls under the)unsdiU'on of caw slate Boats of Professanal Engineers,when 11.2 ForInformation on the current status of this report.Contact DrJ Efi ineermo. U i2.Foam YaeM:psMAM1mresmnnwmcomprai9l»eMyM ifSD arse ASiM LSrB P /Ny 1].kka«mmmda+whaiaean dahme ePM Is"m not per ov signed and sealed. I.L I" ix+ tree REVISIONS Table lb:Funding Minimum Fasten Requrements for Appliator Over Feen Plastic Insulating Sheathing snare„pedlnewubba inn avacnlmemrnr sasmwxereameavlundroa saadghren:Aaa. is 1o5uppen Cladding System WeignlBResisl W'nd Pressure a2e+5a2c5eelbn Rraa9 prowdasanewpmmroeva ianlaforaman wlwsdklnagaedawmaoPaaseiynw,b louring. 'finebseenren'sadopmelaglatenaezo+saaea NO. REMARKS Z c Page 5 of 8 DRR No.1506-05 Page 6 of 6 DRR No.1506-05 Page 7 of 8 DRR No.1506-05 Page 8 of 8 DRR No.1506-OS O - w• u Attachment of Exterior Wan Cov rings Attachment d Exterior Wall Coverings Attachment of Exterior Wall Coverings Attachment of Exterior Wall Cwwngs /� PLAN CHECK&COORD. - Through Expanded Polystyrene(EPS)to Wood or Steel Wall Framing Through Expanded PolystWaiie(EPS)m Wood or Steel Wall Framing Through Expanded Polystyrene(EPS)to Wood w Steel Wall Framing Through Expanded Polystyrene(EPS)to Wood or Steel Wall Framing � U 1 II U p ,A\ LL Y 9 CHECKED Checker 0 DATE 5.20.16 e ( DRAWN Author U) ii JOB NO. 16010 SHEET NUMBER C. ADHERED STONE VENEER CONTINUOUS INSULATION A6.8 ATTAGHEMENTS REGUIREMENTS CEILING ARE 1 PADIUBSOFFITPJ SOFFIT®B'-Y BUNKPANEL AFF BLANK PANEL e II I I SOFN A INTERIOR RETURNS PENDANTFIXTURES® CC ALUMINUM ME PENDANT FURORES 6 -�T G 1 PENDANBNTE%OR ' ®BB'TO Y-0'AFf BNTERIOR II - - - - -.--... -_.-_ _ _ WINDOW COORDIERTO i WALL COORDIERTO II 4 COORDINATE 6ttLE � COORDINATE >n D EXTERIOR ALIT DO OWNER) COPEN O'�ANHITO COPEN \ / \ / --\ .../ \ / -.- \ /j :I G) U Y BLIMNG GOOR Co Do 7 a (NIC) _f - Y-1•L SOLID SURFACE ar DEEP I� C Cl - Ae B BEQ RPDIMB(NIC)SLOTStLf.�CK —E.TO COUMEMOP C SOLID SURFACE III O N �O MATERW FEM M -T--;r -� © M oasloENRE°IirTo II B u+c) B /mc) Q + o WNEELCHAIRMIC) COOED REO•S) (NIC) III FPN FPM Q O ti ---�--� M COOED REO'6) RADUS(tt% II Cn m U FURNITURE b -_-___-___- INISHED oe III o a , 0 E -�- DASHED LINES _x_ BIOS PANEL KNEE c II aF KNEE INDICATE B SENWRK PAC LC SPACE t SPACE OPEN CONTINUING MC AS S EAS REDDo e BRACE AS TO WPIl o BEQm Q.PIAN wALLISEE EO• BASE ' REOTI �rc IEr® H FD FD FD H O LOCK LOCK RIP' In(rY% ISVERIF- �C F EIDVEPoFvRADI - SEE PLAN) 3 VEEP ESTIBULE RECEPTION RECEPTION BUSINE55 05 5 BUSINE55 05 Y 1 TDEEP BASE CAS WORK PEASE CASEwORH 3,8 ,-0•' 2a'DEEPB SE CASEWORK 3/8°e,'-0r' Q N'DEEP BASE CASEV ORK 3/�jr'_,'Q" 2'DEEP BABE CASEWORK _,'Q 1. DEEF BENCH 3/8"=1'-0" 2 1T DEEP FOUtMSLOT3 32 OE FORM SLOTS 19'DFPIFPER CASEWORK 13'DFPUPPER CASEWORK M EP COUNTERTOP CU __-CEIUNG® 21•DEEP CU . A I SJ• OPEN TO 3'a' 1 AFFB Yp '•� 28 SOFFIT® SOFFIT® CLERESTORY SOFFIT IN BLANK PANEL ABOVE BUWKPANEL E. SOFFIT EI Y-Y WE BLANK PANEL BUNK PANEL BEYOND LOCATION SOBRICOWEL OR BRICK,&2520R / \ / \ OVED EOWLL - -- ---- ----- j H - - - -- PAPER TOWEL DI BP. SOS21CKi6M20R LOCK _ _ _ OVED EQUAL _ _ - ---- ---- \ \ / ocK Tn% � r----r �. ��u1yyAAy1 SOLID SURFACE WHEELCWJR(NIC) b •••hhhh JOO MATERIAL CORNER (DUST RT r--l UNDER GANNET UNDERGABING B UI O �H (SEE IUS(TYPI E SIGNER TO REF NM a TASK LIGHTING TASK LIGHTING U1 PLAN) (SINK FM FPM COORD RE r-� A 'MLAH A SINK Vd ` S9 S1TB _ A (NIL) IN (NIC) WIW MU TI KPANEL TO — S1TB PANEL TO FINISHED A ' B MULTI 3"CORNER M MgCmNI: CONCEAL CONCEAL wAii TO END PANEL _ V' k Mci'E RAdus rtr% o> a, Sr CORNER 7eR CRASHLART B KNEE PROVIDE BENCH USA zz N BUNKPNEL BRACE PART OF O O 161 R1DIU6(rv% c c (NIC) I o SPACE WATERLINE o PUCNINEE \ BRACE AS FOUR ICE OPEN b bc (HALLSICEI REND MIC) b b N _-__-- CONSULTANT STAMP N ICIo e .•• FD I j FD c -- f 21'DEEP UOR ^, Y-0' I, rA�, 1'C 1-0' FIELD VERIFY PI 77 - FIELD VERIFY LOCK, IT, y Y$ IF"' FIELD VEWFU� FIEIDVERIFY FlEL VEPo BUSINE55 YAG LA5ER 135S1M NURSE STATION B NURSE STATION „B NURSE STATION „B VESTIBULE „T 6 os -Y :1•DEEP BASEc sEwoRK 3/8" 1'_O" 3/8" 1-0" o-�EPB E ASEwoRK CJ m-DEEP BASE CASEWORK '3,8��M 1'.-�" 1 3/$•�Y 1'-�" N"q:EI—ECASE I K 1T DEEP WHITING SURFACE 3/$•�_,'-0•� _ 10 _ 2A•DEEP BnsE LA6EwORK 2m OEBP BENCH 3/g'r_1�-0rr 12•DEEPUPPERCASEWORK 84SE CABEWORH SI DEEP BASE CASEWORK 12 DEEP UPPER CASEWORK CASEWWRK PER 21 DEEP r DEEP UPPERCASEIAMW ARCHITECT STAMP 21•FULL HEIGHT CABEWORK CEILING®tY?AFF 1tl _ 2•P YO TA• 9'-0' 9'-9' 1'S 9'<' LEp SPA ES - 'SOFFIT@ SOFFIT® SOFFIT® SOFFIT® 4%2,�SOFFR® S-0FFR®B'-0'PPF AFF Y-0'AfF AFF CABINST / / \ FINI81ED6 EPMIELEYEWASOPENATE 7ZX�' [Z\ UASKK.�LIGHTING ---- - - ---- - - ---- _ SNLVS WATERONLY 7ANTERIOR FIELD VERIFY4TWINDOW INTEPoOR LENGTH OF H UNDER CABINET __-- UNDERCABINET B NNK PANEL TO TASK LGHTNG TASKUGHRNGWINTEGWLL (eEEEPUm 088 CO CELL -- -/ / \ / BUNK PANEL \ \ / \ W n c A LINES (NICI SMK ELTO A 4 .b AFF \ DOC N SOLID FI KOiTB 2011 IS SINK ❑ \ C TRABO(NIL) go EP811E VILWBOX dGRAL MUSIC XN MAlERV1FADE / 7--f W/TOP OF FLUSH SINK APPROVED EQUALSBTES \ 9'CORNER B STATOFN OR SATELLITE REF PyA A NAVIN— EBG HER TO COUNTER 8,T8 A -- RP111U8RYPI PADIO(NIC) (NC) i1RIxcIW DOORDRETO b 2, HEADSCRUS o 0 61NK W/ I _ER LINE e SINK.D I KNEE FOR ICE Y CORNER c o FAUCET(SEE $PALE MAKER o / RADIUS CEYP) / \ j \ / \ / \ / \ SILLTOBE FLBSK • 6UP-AI 4 I 4 GRACE AS o b o \ / \ b FINISHED __-- / \ ITOPOF RE- - -- -- -- I \ / ) o OUMER T as I M c N N • K FD SECTION•A• T � 1E` 3 YYY---ppC••�IIII,,, I, T-,• I r-Y _II Ya � Y-0' �f ''� �f ''-0' ��.-o. ,'-0" r-B' FIELD VE SEMI—REGESSED GLEAN UTILITY / GLEAN UTILITY / z HALLWAY O.R" ,98REV 5TERILE PROGE551NIS B 5TERILE PROCE551NG 501LED UTILITY 12 51M 14 15 RPOEEP BABECABEWORK 3/8'r__1-0" 16 2YDEEPBABE CASEWORK 3,8•r r (w, _ 9"CE[r•SlrLlr 3,8 _,,-O' 1� 1B'DEEP UPPER CASEWORK 3/5'.V-0'1 21'OFPBASECASE K 3/8"=1�-0" ,YpEEPUPPER CASEWORK 16.OEEP OPEN ADJUSTABLE SHELVES v 1S DEEP BABE CASEWORH 18'DEEP UPPER CASEWORK N YB LL O R'X 3'-0' 2EQ SPACES /w Z Y BIANICPANEL fYDEEP BLANK PANEL S1AFF V LLI Z SOFFIT®T-Y WE 00 SIM lYP B'CB'MIRROR, Q I ♦ i ! / \ / \ \// \ X OBRICK,B-185OR > co C - - - \/\\--_ SHELF P BERTOWELDISP. APPROVED EOWIL LLI r �% 4 STORAGE OPEN PRI 4� 1'-0' APPFHV DEQUALE \ w fn fn W GO 2 __ _ _ HOOK / / / / / / / \ SCRUBC SHELVE9 ~ �-I LOCK A p MIRROR > J o �� SHELF -61NK.BF N O ILL O Q 1 Q p 0 0 0 1 BFACCEA9 SRALE PWMBING DWGS. LL cr O ` ROVIDE COFFEE 85TI10 Y ROD A W N Z W MA ER _ i f • U FOR COFFEE (NIC) GAS. A REF 0 1 1 0 0 p p 0 0 0 �I ER DISP. BSC) / / / / / / / / / \ Z Ir- 4 4 BUNK PANEL N PROVIDE r T D ER LINE H -- -- Z. c OR ICE Ir1AMPER� PERK MMfER --�' ymq Ic) PEDWDB REVISIONS DISHNABHER c b BENCH PCOVERING 0ROTECTIVE e =°ns sg H NO. REMARKS Z e 08Cp e NIII AND NPPE9N REND L� _... O a RUCK I__I I——I L� PLAN CHECK&COORD. a z•-r ra• ±''B' ,+`o" frelnv�rsiFv ra —FIELDVERIFY -.._- SECTION"B" SECTION rrC" C Vr'�v FlELu�RIFr U _ FIELD VER--, 2Y DEEP BENCH S EO SPACES O I.L_ STAFF LOUNGE FEMALE / MALE LOCKER 8'R� FEMALE LOGIGERS 38RE� TOILET / SHOWER CHECKED Checker �I-PFRT�s�r,r<K O __1 w 1�( 21'DEEPBASEusEwosrc 18 20-12'WIDE 1a"DEEP HALF LOCKERS 3,8�r_,'-0" w 3/8�� 1�-0" 2s'oEEPensEcpBEwoaK 3,8��_1'-0" DATE 5-20-i6 N it DEEP UPPER CASEWORK 3�8��-1•�• SHOE RACKS BELOW ---- -DEEPUPPERCASEWORK 2P DEEP BENCH WI SHOE RACKS BELOWCD DRAWN AUIhpT CD (j JOB NO. 1 16010 a SHEET NUMBER AT 1 ♦ d• C W E o i YGo m U W m Z C W L'J — GO N 0 Is N W • M + D] Q C N n U< m Ox 1 0 w (L _ Q y �rc U, 'R O w 7 In' U � Q x Q Q , f x m` Go n y IF IS N • HJ R ■ CONSULTANT STAMP ♦ � 1r SCRIBE TO WALL BCRBE TO WILL p.LAM TW tY 8040 aURFACE BEIFEOOEG P PLASTIC UM. PLASTIC LAM. , I s 804D BEL LFE F.EGGED B EDGE EGGED —y�y , SURFACE ' PVL PVL EDGE � CASEWORK NOTES: DMDERa•1Y �k— `x ED1. GES SHALL BE PLASTICTER TOP, CABINETS, U.N.O. 6 4 N x ro m•o.c. N _ ARCHITECT STAMP 7. 4 OEEI FI IS. } b - � SINGLE TOP 2.ALL COUNTER TOPS B OUTSIDE CORNER5 SHALL HAVE A 1"PLASTIC LAMINATE RADIUS,TYPICAL NNO). umuaD , —� WALL S.VERIFY ALL EQUIPMENT SIZES PRIOR TO 1roR as 1n' WORe1' - yr - 1r0R xA•To wAu 1m CONSTRUCTION OF CA5EVNORK.GAP BETIAEEN �, ,�(, •�• vLmrooD �TELErOP I EQUIPMENT AND OPENINGS SHALL HAVE A SMALL ` CABINET TOLERANCE. CABINET WALL F 4.VERIFY ALL LOCATIONS OF BLOCKING REQUIRED / ' FOR CABINETS AND/OR EQUIPMENT MOUNTING. qr/^ A UMERT WIA• E COUNTERTOP WII.IN'BALKSPLASH L FORM BLOT D PENCIL DRAWER B W%TING SURFACE (NO aGALE TYP.1 5.COORDINATE WITH ELECTRICAL,PLUMBING,AND MECHANICN-DRAYIINGS FOR REQUIRED PENETRATIONS,GROMMETS,OUTLETS,PWMBING, / L =EDGE FILLER ETC' PVL AOI• BTRPB i7 COUMERTOP PLASTIC WALLG BNE) mP.l b.QUALITY ASSURANCE:CASEWORK FABRICATION P LAM. B. mPJ TOP a FACE 4 \ % i QUALITY SHALL MEET AN QUALITY STANDARDS- ' i I CUSTOM GRADE. 1Y CLR mP) HANMEB 1.OUTLET HEIGHTS REFER TO CENTER LINE OF M• b 8' 1B'TOmP) 810E OUTLET. H .... y jry� 8.ABOVE COUNTER OUTLETS ARE TO BE MOUNTED 112'sa.an.TueE.BO .5'ABOVE TOP OF BACKSPLASH,OR�S"ABOVE N LT TO PLUGGED AND RNISHED. BACKSPL48H W IONDICRATES \ WALL ENGBT BE a COUNTER IF NO BPLKSPLASH,U.N.O. , 1/Y DRAWER b d 4; S'MNGs a R.5EE CASEWORK SECTION SHEETS FOR ADDITIONAL APRON BASE CAB. as a — — e INFORMATION ON CASEWORK. BLOCKING® g \ / Uj ALL BRACES W TOE SPACE 10.VERIFY ALL ROOM DIMENSIONS. .. �i rrYPa — Z tt%NO WELL H TYPICAL BRACE ttP.CARNET DIMENSIONS TYP.CPBINEi FEATURES W U � �. CASEWORK DETAILS w °z ui Cl)� J co ♦ `, OFF STALL SOAP DISPENSER-_ L�LI U) Q of REAR WALL TOILET PAPER OF STALL TOWEL Z DISPENSER DISPENSER Of Z O LL 0 O M• UI NAPKIN DISPOSAL -O' � ~ DISPOSAL DISPENSER/ S'-4' / WASTE N Z U RECEPTACLE ,_o HANDLE LL r-1 v2^ ® REVISIONS U) �_ — _� O MN. R I"i NO. REMARKS O �—� — n b o /� PLAN CHECK 8 COORD. ♦ Y ��v x$x$o " O 7 in .ba' i 5 "KANGA" b CHILD SANRAR Y TOILET a U b FIRE m N /� Q N e 21 lG r F ROBE TOWEL TOWEL WALL SPECMEN CHANGING i SAFETY NAPKIN SEAT / "'�r��r"' DRINKING in LIGHT MOP EXf'INGUISHER3OR HOOK GAR RING SHELF PASS hIRU TABLE SEAT DEIFENSBP m COVER m URINAL FOUNTAIN SWITCH HOLDER CARNET ELECTRICAL � LL N 9 ,_T" S•_2^ TO ENSURE Q • FORWARD REACH B.O.REFLECTIVE LAVATORY ACCE° RIES BATHROOM ACCE50RIE5 CHECKED Checker w F 1 SURFACE TYPICAL FIXTURE HEIGHTS DATE 5.20.18 = SCALE:1/4"-1'O" DRAWN Author NOTES D (j 1.DIMENSIONS SHOWN ARE TO FINISHED WALL JOB NO, 16010 2.NOT ALL FIXTURES MAY BE USED ON THI5 PROJECT SHEET NUMBER N MOUNTING HEIGHTS A7.2 1/4-=V-0" m 0 • 1 � I AS SCALED. 15 A5 AS AS P5 AS SCH®. SCHm. 5Ci1®. ScHm. r" SQEED. DOOR 51-HEDULE ♦ TRANSOM c DOOR FRAME HARDYIIARE FIRE . --_1L_-- OPERATOR W MARK TYPE WIDTH HEIGHT THICKNE55 MATERIAL FIN15H TYPE MATERIAL FINISH SET RATING DESGRIFTION t* HEADER E sEcrON E m ' 101A K 6-0 ALUM. FACTORY ALUM. FACTORY 1 Single 511de 50-5X or SXSO / / / / I /p AS 1015 B S.-Or 1-O" 2" ALUM. FACTORY ALUM. FACTORY 2 O 501ED. m n I 102 C 11-0. T-O' 1.-w S.G.WOOD STAIN H.M. PANT 103 A 3'-O' 7-O' 1.15, S.G.WOOD STAIN H.M. PANT 8 8 YI T 000 'QE O N 104 E 3'-0' 1-O" 1.15" S.G.WOOD STAIN H.M. PAINT T '�l \ \ S� \ \ \ - 105 E 3'-O' 7-O" 1.-W S.G.WOOD STAIN H.M. PAINT 1 Q } m - 10-T A S-O" T-O" 1.-IS' SO.WOOD STAIN H.M. PAINT 9 FRAME FOR b'STUD WALL THICKNESS g m 108 A 3'-O' 7-O' 1.15' S.G.WOOD STAIN H.M. PAINT 9 \ \ \ \ \ \ go I 0. m 0 709 A 3'-O" T-O' 7.T5' S.G.WOOD STAIN H.M. PAINT 9 m ♦ 110 K 1-0.. T-b" 1.15" ALUM, FACTORY ALUM. FACTORY 10 Single 511de 50-SX or SX-50 111 K a,-O" T-(1' 1.15" ALUM. FAGTORY ALUM. FACTORY 10 15111&511de 50-SX or SXSO TYPE A TYPE B TYPE C TYPED TYPE E TYPE F TYPE 6 TYPE H 112 E W-O' 7-0• 1.75" S.G.WOOD STAIN H.M. PAINT 11 FL O G FLUSH PANEL ALUM.6LAS5 WOD LASS VISION PANEL VISION PANEL VISION PANEL SLIDING VUTH ALUM. UTILITY ROOFTOP 0) 6 33 119 A 3'-b' T-0" 1.15" S.G.WOOD STAIN H.M. PAINT 12 DOOR TYPES FRAME N '� 0 114 A S-0" T-O' 1.73' S.G.W000 STAIN H.M. PAINT 8 7 m L) 115 A 9'-0' 7-O" 1.'W S.C.WOOD STAIN H.M. PANT 13 In Q u. ' 11TA B 4-1-O' 7-O' 2" ALUM. FACTORY ALUM. FACTORY 2 11T6 B 4'-Or T-0' 2" ALUM. FACTORY ALUM. FACTORY 4 G Q A 3'- T-0" 1.75" S.C.W00D IN H.M. PANT 12 HARDWARE SETS DOOR HARDWARE SPEG. 3 g 12 3' 0"0 A -O" T-O' 1.15" S.G.WOOD STAIN H.M. PAINT 8 121 A 9'-O" T'-O' 1.75" 5.C.WOOD STAIN H.M. PAINT 14 45 MIN. M 122A D 4--Or T-O" 2" INSUL.N.M. PANT H.M. PAINT & DOORS 1225 E 1-0. T-O' 1.1.. S.G.WOOD STAIN H.M. PAINT 15 45 MIN. GROUP DEEGRIPTION 0ONTINUED.... m 1. ALL INTERIOR DOORS SHOULD BE 1-3/4'THICK SOLID WOOD OR m - 123 A 1'-4' T-Or 1.15" S.G.WOOD STAIN H.M. PANT 16 AUTOMATIC OPERATOR GROUP DESGRIFTION PARTICLE BOARD GORE(EXCEPT AS NOTED),PLAIN SLICED,AND m ♦ 124 A 3'-0.. T-O' 1.75' S.C.WOOD STAIN H.M. PANT 13 1 WEATHERSTRIP KIT FINISHED FOR STAIN.DOORS SHALL NOT BE UNDERCUT.DOORS N 125 A 4'-O" T-Or 1.15" S.G.WOOD STAIN H.M. PAINT 11 2-POINT LOCK 10 STANDARD ICU HARDWARE(BY BE5AM) SHALL HAVE A WARNOGK HERSHEY U.L.FIRE RATED LABEL A5 126A E 4'-D- 7-0" 1.-w S.G.WDOD STAIN H.M. PAINT 14 45 MIN. CONGEALED 5-PO5ITION SWITCH FLUSH FLOOR TRACK REWIRED AT FIRE RATED WALL LOCATIONS ONLY. y 1265 E 4--0- T-O' 1.75" S.G.WOOD STAIN H.M. PANT 15 45 MIN. HW HINGE 2. ICU/CCU SLIDING GLASS DOORS:BESAM-ICU/CCU 51-DIN6&LASS 121A D 4'-O' 1'-0. 1.T5" S.G.WOOD STAIN H.M. PAINT 11 2 PUSH/PULL HARDWARE 11 HINGE DOOR MANUAL FULL BREAKOUT TWO PANEL 5LIDING DOOR 12-0 E 3'-O" T-Or 1.15" S.G.WOOD STAIN H.M. PAINT 11 AUTO OPERATOR PRIVACY FUNCTION 56'HirH ARMOR K FL..(LULL LATCH H SIDE) SYSTEM WITH RECESSED(FLUSH)TRACK,OR APPROVED 125 E 3'-O" 7-11.15" S.G.WOOD STAIN H.M. PANT 1 PUSH BUTTON ACTUATOR DELAYED GLASURE PL. PUS SUBSTITUTE WITH FLUSH FLOOR TRACK 129 E 1-0.0" 11-0. 1.15" S.G.WOOD STAIN H.M. PAINT 13 WALL STOP WALL STOP 130A E 4'-O' 7-O' 1.T5' S.G.WOOD STAIN H.M. PAINT 11 SEALS SILENCER 3. AUTOMATIC,5IN6LE ACTING 5LIDING DOORS:BESAM UNI5LIDE OC 5 WRH MANUAL FULL BREAKOUT AND MOTION DETECTOR W/SAFETY 130E E S'-0' T-O' 1.T5' S.C.WOOD STAIN H.M. PANT 1T - ACTIVATOR,OR APPROVED SUBSTITUTE. 131 E S-O" 1'-O" 1.75" S.G.1`400D STAIN H.M. PANT 18 HINGE(PAIR OF DOORS) v' �: 1 L STOREROOM LACK 4. AUTOMATIC SWIN61N6 DOORS(EXTERIOR):BE' PASSPORT • 132 A 3'-O' T'-O" 1.T5' S.G.WOOD STAIN H.M. PAINT 13 HA HINGE € PRIMUS GORE 9000MP/9000MP-2/PLUS WfiH MOTION DETECTOR AGTNATOR, S �f 139 D 3'-O' 1'-O" 1.15" INSUL.H.M. PAINT H.M. PAINT 3 3 ELFL FIRE EXIT HARDWARE AUTO FLUSH BOLT(TOP/BOTTOM) OR APPROVED SUBSTITUTE. 154 A 3'-O" 11-0. 1.-w S.G.W000 STAIN N.M. PANT 15 AUTO OPERATOR WALL STOP "• m ♦ FV5H BUTTON ACTUATOR DOOR FRAMES } b 136 D 3'-0' T-O" 1.15" S.G.WOOD STAIN H.M. PANT T NEATAER STRIP 5�'L�' (L ma 136 A 3-0' 7-O' 1.T5" S.G.WOOD IN N.M. PAINT T DOOR r,�p 1. ALL INTERIOR SWING DOOR FRAMES SHOULD BE 16 GPL6E HOLLOW ID 0 i 131 A 3'-O" 1'-O" 1.T5" S.G.MOOD STAIN H.M. PAINT 8 KEYPAD/PROXY CARD READER HINGE METAL,FULL NEEDED UNIT TYPES.DOOR FRAMES IN SOUND WALLS TO TF LL tl 138 A 3'-O" 1'-O" 1.15" S.G.W000 STAIN H.M. PAINT T FRAME FOR b'SND WALL THICKNESS 7HREB.1plp 13 STOREROOM LOCK BE FILLED WITH GROUT OR INSULATION.DOOR FRAMES IN RATED WALLS �1 - PRIMUS CORE TO HAVE WARNOGK HERSHEY U.L.FIRE-RATED LABELS AS REQUIRED. 139 A 3'-O' T-O" 1.T5" S.G.WOOD STAIN H.M. PAINT 8 1 WALL STOP 140 A 3'-O' 7-O" 1.15" INSUL.N.M. PAINT H.M. PAINT 5 4 HW HINGE SEALS 2. ALL EXTERIOR DOOR FRAMES SHOULD BE 16 6AU6E HOLLOW METAL CONSULTANT STAMP • I 141 A 4'-O" T'-O" I MI. INSUL.H.M. PANT H.M. PANT 5 g ELEG FIRE EXIT HARDWARE FULL NEEDED UNIT TYPE OR ALUMINUM STORE FRONT TYPE, 6' 1.T5 IN5UL.H.M. PAINT H.M. PAINT 19 y MAGNETG LOCK HW HIN WITH 6E COORDINATE DOOR SCHEDULE AND DRANN65. uµVrl� AUTO OPERATOR 14 ENTRANCE FUNCTION LOCK PUSH BUTTON ACTUATOR PRIMUS CORE MEATIER STRIP ELECTRIC STRIKE HARDWARE DOOR SNAP KEYPAD DEVICE 1. 5GHLAGE"AL'SERIES MEDIUM DUN COMMEROAL WITH SATIN M• KEYPAO/PROK1'CARD READER WALL STOP _ CHROMIUM FINISH,OR APPROVED SUBSTITUTE.TRIM DESIGN TO BE THRESHOLD LY BEALS POWER SUPPLY OF BOO.'SERVED. SHALL L M ACCORDANCE WITH REQUIREMENTS 1 . EQ. EQ. EQ, EQ. EQ. OF ROOM SERVED.PRNAGY LOCK HARDWARE,SGHLAGE A405,OR S APPROVED SUBSTITUTE. ' HINGE HINGE 5 STOREROOM LOCK 15 STOREROOM LOCK 2. SCHLAGE"D'SERIES HEAVY DUTY COMMERGLAL WRH SATIN i 17-1• PRIMUS CORE PRIMUS GORE CHROMIUM FINISH,OR APPROVED SUBSTITUTE.TRIM DESIGN TO BE SURFACE CLOSER CLOSER RHODES'.FUNCTIONS SHALL BE IN ACCORDANCE WRH EQ, EQ. EQ. EQ. WALL STOP AUTOMATIC DOOR HOLDER REQUIREMENTS OF ROOM SERVED.ENTRANCE LOCKS SHOULD BE ARCHITECT STAMP MATH ER STRIP WALL STOP P55PO FUNCTION.(USE AT ALL HEAVY DUN USE AREAS-5TAI95, _ DOOR SNEEP SEALS EXTERIOR DOORS,MAN ENTRIES,ETC.) THRESHOLD 1IQ�-7ai?D 1 C HW HIN6E(DEL.EGRESS) 3. ALL HINGE BUTTS TO BE FULL MORTISE 4'f/"X 415"SATIN CHROMIUM �`1� O 6 5HNOE V AUTO OPERATOR FNISH.1'6'PAIR FOR DOORS UP TO 36"WIDE AND UP TO 1'-0"HIGH; AR-14; XIT HARDWARE PUSH BUTTON ACTUATOR DOORS E%GEEDING 36"M WDTH TO BE 5"X 4 1/2",2 PAIR FOR w/INTERCOM BUZZER 36'HIGH ARMOR KICK PL.(RUSH SLOW DOORS THAT ARE GREATER THAN 7-0"H16H. DELAYED DOOR CLOSERRIP WALL STOP 4. WHERE DOOR CLOSERS ARE REQUIRED,THEY SHOULD BE LCN 4030 ---- SEALS SERIES SIZED PER DOOR WIDTH,RATED WHERE REQUIRED WITH P 1 '7 ALUMINUM OR STATUARY BRONZE FINISH,OR APPROVED SUBSTITUTE. f I' Q 1/ 36 N 6H ARMOR KICK FL.(BOTH SIDES) 4p ry y p 5. ALL DOORS LOCATED WITHIN SQ1ND WALLS SHALL BE PROVIDED / 2 FUSH/PULL LATCH WITH WEATHER&ASKETIN6 AT BOTH JAMB AND AT HEAD(PEMCO yHINGE SILICON SEAL SOUND SEALS SHALL BCE SUBSTITUTE=.)AUTOMATIC (PEMGO 434-RDL OR WALL STOP(BOTH 51DE5) < HALL. T SET APPROVED SUBSTITUTE.) ~ WALL STOP ' n I SILENCER 18 HINGE O IS U FIRE US C HARDWARE b. SNNNG DOOR OPERATOR;MOUNT 51 -ACCESS 5TER MP E R OPERATOR 5, m ' _ ' p HM6E PRIMUS GORE (5),OR SURFACE MOUNT SIDE ACCESS SWING DOOR OPERATOR IN R 8 PRNAGY FUNCTION LOCK ELECTRIC STRIKE (5,OR APPROVED SUBSTITUTE. SEALS ---- ------ PRIMUS GORE KEYPAD/PROXY CARD READER 1. WHERE LEAD LINED DOORS ARE USED,HN6E TYPE TO BE:RIXSON WALL STOP POKER SUPPLY PIVOT TYPE,L111 N,ML19,L150 COMBATION,OR APPROVED L SILENCER SUBSTITUTE. - SEE NOTE(1) m A 2 - 1 HINGE(DOUBLE DOOR) FF a 8. PUSH/PULL LATCHES;GLYNNti LL lOHN50N"HLb"PUSH/PU LATCH- -_-_- m 9 HI OEOFFICE FUNCTI ON LOCK 19 PRLOGK/DCO�LT SET •OPERATING B ROOM DOORS OR AS NOTED ON DRAWMG5))NIU1 LATCH.(TO BE USED ON PRIMUS CORE SURFACE MOUNT FLUSH BOLT m m WALL STOP WEATHERSTRIPPING 9. INTEGRAL WINDOW BLIND;625 SERIES,5/8'METAL BETNEEN-6LAS5 1 iv h 51LENCER THRESHOLD VENETIAN BLIND TO BE M5TALLED IN 3/4"AIRSPACE BETMEN 6LAS5 w PANES.WINDOW ACCESSORIES COMPANY,INC. r HARDWARE NOTES 4105 BAYBERRY STREET,SCHOFIELD,WI 54416 Z TEL:(T15)355-4000 WEB:r#-^MNDONLAGGE55.GOM Lu - (1) AT DOORS 103,114,AND 120;PROVIDE 10.ELECTRIC-5TRIKM:PROVIDE AND INSTALL ADAMS RITE,7100 U r Cn FINISHED FLOOR FINISHED FLOGR EMERGENCY ACCE55 HARDWARE w/DUAL J 100'-R- - - - - 104Q4> ACTION HINGES 6 STRIKE PLATE ELECTRIC STRIKE ON ALL DOORS NOTED ON SCHEDULE OR APPROVED EQUAL.COORDINATE ELECTRIC 5TRIKE5 WRH 5E(, SUBCONTRAC�'• CONDUITS ANDOR.ELBCTRICAL RACEWAYS FOR ALL KEQ'D NIRN6.TO PROVIDE /W/� O W - ALUM. WINDOW TYPE 1 ALUM. WINDOW TYPE 2 11. PUSH BUTTONACTUATOR:PROVIDE AND INSTALL 5EGURITRON P55 V W� SERIFS(OR APPROVED EQUAL)ON ALL DOORS NOTED ON SCHEDULE. LLJ ro CD ELECTRICAL SUB-CONTRACTOR TO PROVIDE CONDUITS AND Z) 0�M L u r RACEWAYS FOR ALL READ WIRING. W F N -J T 12.FIRE EXIT HARDWARE:PROVIDE VON DUPRIN 98/99 EXIT DEVICE(OR 0 4'-8" APPROVED EQUAU CH AS NOTED ON SCHEDULE. F- W co(n LL' co 13.PROXY CARD READER/KEYPAD:PROVIDE AND INSTALL HID \ D J = PROXPRO 5555(WITH KEYPAD)ON ALL DOORS NOTED ON SCHEDULE / C-)Q � Z OR APPROVED EQUAL.COORDINATE WITH SECURITY SUBGONTRAGTOR.ELEGTRIGAL SUB TOR TO PROVIDE J V- O W N UI CONDUITS AND RACEWAYS FOR ALL READ WIRING. Z O �, 14.ALL INTERIOR DOOR HARDWARE TO BE A LEVER TYPE HARDWARE N Q w LL 0 REVISIONS c/) 5 NO. REMARKS Z Ll_\ PLAN CHECK&COORD. 0 o 1 n O 9 U LL _ SHED FLOOR_A- __ _ FMSHm FLOOR Q 100'-o° 1 100'-O' CHECKED Checker DATE 5-20-i6 W - ALUM. WINDOW TYPE 3 ALUM. WINDOW TYPE 4 DRAWN A 1Ia � NO 6010 4 1/4"=1'-0" C� JOB . 1 a SHEET NUMBER 1 A8.1 r i DESIGN NOTES: ALL CCNSTRICTION SHALL BE IN CONFORMANCE WITH THE 20I2 EDITION OF THE INTEIR NATIONAL BUILDING CODE. DESIGN LOADINGS: N DEAD LOAD-10 PSF SNOUT LOAD-25 PSF(ROOF) p COLLATERAL LOAD-5 PSF _Iq ip6R :F' ti WIND LOAD-115 MPH,EXP C Y a SEISMIC-DESIGN CATEGORY C CONCRETE-3000P81 a 28 DAYS 5�BAG MIN(FOOOTING t WALLS) ' 3500PSI.28 DAYS 6 BAG MINIMUM(SLA55) 13 N o i SO IL BEARI IINNGS�ACITY-ISM IPSF ALLOWABLE ASSUMED TO BE -all + VERIFIED BY CONCTRACTOR NO CLAY OR NON-ENGINEERED FILL a C I u ALLC*D. ._ b6 0 ° ANCHOR BOLTS-ASTM FI554 GRADE 36 a„ . VERIFY ALL DIMENSIONS WITH ARCHITECTURAL. - W Q 22 W OIt' SUPPORT SLAB REINFORCEMENT ON CHAIRS OR SOLSTOR5 TO MAINTAIN u r PROPER POSITION DARING CONCRETE PLACEMENT N 9' THE ENGINEER 18 NOT RESPONSIBLE FOR ANY DEVIATION FROM THESE J PLANS UNLESS SUCH CHANGERS ARE AUTHOIRIZED IN WIRITING BY THE i a Q ---- ENGINEER 1 q �------- ----- r-1 L---------r ------- --�-�! q CONSTR4CTOR SHALL VERIFY OPENING LOCATIONS AND SIZES PRIOR _J Z272L-- -__---- -- _ -- I 9 TO CONSTRUCTION. BLOCK OUT FOA1DATION WALL 6'AT ALL DOOR ��`r� I I - - L 2 L 3 ---- 5 J , LOCATIONS. X. . ul N, 1 Q iiWWWii I I BLOCK LI48 FOUR OVER I � �� L————-r , L n J m A.5 LNIALIIY CONTROL AND TESTING: � I I AT ALL.DOORWAYS ALL MATERIAL SAMPLINGAND TESTING SHALL BE ACCOMPLISHED BY THE ENGINEER OR A LABRATORY INDEPENDENT OF THE MATERIAL I I I I SUPPLIER APPROVED BY THE ENGINEER THE FOLLOWING APPLICABLE MATERIAL TESTING WILL BE REQUIRED. i I I I rI s SOILS AND GRAVEL COMPACTION: -- --_ -� ASTM D 698,STANDARD PROCTOR 5' ASTM D 2922,DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE a-g 11 I -1 NUCLEAR METHOD. L)� a I I I L J 8.7 CONCRETE, a ASTM C IT2,SAMPLING FRESH CONCRETE r-- I I ASTM C 31,MAKING AND CURING C04MTE TEST SPECIMENS IN THE � � o LL al _ - I - I FIELD ---- --- , C A57M C 39,COMPRESSIVE TESTS CONSULTANT STAMP I I I I T I I I ASTM C 143,SLLIMP OF HYDRAULIC CEMENT CONCRETE L__J L__J I L ASTM C 231,AIR CONTENT OF FRESHLY MIXED CONCRETE BY THE y510NAL p • I ( I ! I PRESSURE METHOD `QOFt SST CONGREIE 5LAB I I SPECIAL USPECTIONS: / � ' I 9'e 2'O.C.ELA MID SLAB CRACK JOINT TYP I ALL SPECIAL INSPECTIONS SHALL BE PERFORMED TO MEET THE 7778 - I I OVER b'COMPACTED GRAVEL I I REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE AND THE LOCAL BUILDING JURISDICTION. OF TE 1 6 -� I FFE.•1�0'-0'A88UMED I � � ��- H 1- - - - ALL SPECIAL INSPECTIONS SHALL BE PERfCRMIED BY A QUALIFIED I I PERSON UANO SHALL SHOW COMPETANCE TO THE SATISFACTION OF THE _ I I BUILDING OFFICIAL,OWNER AND ENGINEER OF RECORD FOR THE PARTICULAR OPERATION. ARCHITECT STAMP •. I I I I I I I I I I IN o I I I I I I i I I I I � I II I - . - — -I— - � I il I i 0 I� � I r- ------ ------ --- I W ------ ----- ! ------------- -----L- e E Z L----- ------- F _s--- ------ s------------- _ W e U = Nb � i O w Z . 22'-0j' 23'-2#' ? W M Z v~00 io Z � W to N M ► Z O FOUNDATION PLAN u1 u LL C)SCALE Ws'=1' REVISIONS NO. REMARKS ~ i V) i, Z O 2 U Z3 N 241 O CHECKED BLM Ll DATE _ 5-20-16 W DRAWN BLM r JOB NO 16010 V) SHEET NUMBER S1 .0 i DIAMOND SLOCKOU7 INFILL (4)3/4'0 x 8'WELD STUDS to, (4)314'0 x 8'WELD STUDS (4)3/4'0 x a'WELD STUDS N t AFTER STEEL ERECTION ' HSS 4X44 j;'FIELD ' ' HSS 4X44 1•FIELD 34'�t HSS 4X4X}1'FIELD r— ———— ————, A FILLET WELD ALL AROUND A FILLET WELD ALL AROUND r— 1 A FILLET WELD ALI,�QROIWD )4 I I ° b•xl0kj' ° vxim'xj I ------ ° 8kim5j' (�IYi I HSS 4X4 FILLET BELD I 1 a 'v EMBED E b+ �. EMBED E ALL AROUND 'm' 1 :u ° 1 I 3=b' to Q . I I EMBED E DETAIL 2 o 10' EMBED E DETAIL 3'-b' I I 1 9 f '^ EMBED IS DETAIL J———————— I I _ _ .` �1 1 � p.b�•11' I � 4' '-3' 3 '-g' L F J � A� 7` I I FF L-------------i A 1 a 2'_b= 2'_b• To 4 I 1 ..._ _ i I I I I I :o Noo - ' 3'-b' L-- 9 � O m I J ....__ L J ,n PLANVIEWL = Q Sx1rxj' S. y}' g• 0. . _ EMBED Eo 5 PLAN VIEW I I L J °' t0 H88 4X4Xj 1'FIELD 4 O a L———�— ���� NEMBED E DETAIL FILLET VELD ALL AROUND 3'-6' PLAN VIEW c= --J mu PLAN VIEW f (4)314'0 x 8'WELD STUDS 1 j'O ANONOR BOLTS W/ EL Imm'-0' EL 10W'-0' EL 100'-0'. EL m0'-O' 9'EMBED N 3'PROD 9 9 it DIAMOND BLOCKOIi MILL (4)9 TIES(2 SETS)•EQ SPCS (4)9 TIES•EQ SECS (4)9 TIES•EQ$PCs (4)9 TIES(2 SETS)s EQ SPG5 I AFTER STEEL ERECTION -- — - - - . EL 100'-0:. (10)5 VERTS AS SHOW PLAN 'TL -` (b)5 YERTS AS SHOW PLAN T---'• -I (b)5 vERTS AS SHOW PLAN l8l 5 VERTS AS SHOLLN PLAN I1=" q...' (5/5b 0 EQ SPCS E& (4)f4'e s EQ SPGS ELd I (4)'4'e s EQ SPCS EAt Pg' (4)+4'e®EQ$PC$Ell, (4)"4'e s EQ SPGS EJ L ° •I" a .,4 ELEL -4' EL 9B'-0' d EL 96'-0' ;0 .9 EL 9 - EL • c _ - s� - EL 98'-4' EL 9T-0' EL 9T-0' n I EL ST-0' a EL 97'-0' n 5' 1'4' •'-T 6 -b' 1' SECTION 3.4.. SECTION 3.6 C71OJ t ' 2 EcrloN 3 4 EXTERIOR FO TING @ GRID1 (TYP of a sJ EXTERIOR FOOT NG @GRID A4c`rrP of u e TYPICAL INTERIOR FOOTING (TYP O=5) e EXTERIOR F00 ING @ GRID A (TYP of a SI-, EXTERIOR FO ING @ GRID A3 (TYP OF 1) 9LI e SCALE Ir)'=I' SCALE Vl'=I' SCALE IrT=1' SCALE IQ'=1' ¢ g a ny ' (4)3/4'0 x S'WELD STUDS rn 0: z B 1 s 4X4X4 J'RELD 2'-5' 2.8 3 €g 0 s� 0; 4A�D FILLET WELD ALL AROUND 3_b i0, 1�-14' I'-4' 5' 1'9• ` 2 CONSULTim im• n' r-- -----�------7 I L. I I �eS1DUALEMBEDEDETAILVERTS ___..,. T1 (4)9 TIES L 7 I �''� s EQ SPCS g �I 1 s 7778 AssHOW S-20 "..12 F J E B OF 11 1 I i I _ I r J RS9N Mi Im'kim'xj'BASE E 1= I ARCHITECT STAMP . , � 1 I � ---------� L--- - i'-5' PLAN VIEW ---- PLAN VIEW L W112L .--J (4)3/4'0 x 8'WELD STUDS t 1 S 4X4Xj j;'FIELD j•0 ANCHOR BOLTS u✓ LEt VELD ALL AROUND3'-b PLAN VIEW 15'EMBED a 3•FROJ 8Eh1D'EPLAN VIEW ANCHOR BOLTS A5 ANCHOR BOLTS A5 ;rFI PER ARCH REQ'D PER ARCHT 'r EL 100'-0' 9 91 100'-0' B EL 100'-0' 9 EI 100'-0' EL -0. (4)9 TIES s EQ SPCS (3)9 TIES(2 SETS)s EQ SPCS B i (4)9 TIES s EQ SPCS - (6)5 VERTS AS SHOLLN PLAN (8)5 VERTS AS SHON PLAN °' - (4)9 TIES•EQ S r-S _ _ - EMBED E DETAIL - (4)9 TIES•EQ SPCS (4)5 VIEWS AS SHOUN PLAN -�I f-' lU ADD'L e4 t(2)e4'e -_r� . �U ADD'L'W EAGN WALL t(2) I I7T�.- (4)5 VERTS AS SHCUIN PL I�, a I1= -i l (b)5 VERTS AS SHOIW PLAN � CONT FROM TYP FOOTING 4 e CONT FROM TYP FOOTING (4)e4'e s EQ SPGS EJU (4)e4'a•EQ SPGS I 'CL (4)e4'e s EQ 8F'CS IV' (4)04 •EQ SPCS EWl - IV' z z IUD' (4)e4'e•EQ SECS Ed 6_PJ_so.0 L EL 99'-0' 'v EL 9B'-0' EL 9a'-0• E EL 96'-0' p o S 9 t n n EL 9T'-2' EL 9T-2' n EL 97'-0' O 9 EL 9T' a 1 1'-5' 10' •-3 5' I'-T' 5' 5' 1'-T' 5' II' .8' t SECTION SECTION SECTION SECTION SECTION EXTERIOR FOOTING @ GRID B5 (TYP OF I) e EXTERIOR FOOTING @ BUM OUT (TYP OF 31 Ig)FOOTING @ CORNE BUMPOU (TYP OF 3) 9,1 CANOPY FOOTING @ A.5-6&B=7-6 (TYP OF 2) )EXTERIOR FOOTING @ GRID E3 (TYP OF 1) SCALE 1/2'=I' SCALE 1/2'.F SCALE 1/2'=I' SCALE IR'=P SCALE V2'•I' W b' (4)3/4'0 x 8'WELD STUDS 2• 4, 2' Z 1,186 4X4X# J'FIELD 12' BASE E W = •t FILLET WELD ALL AROINDF- -` S'xim'xj• ' BLOCKOIT TO BE GROUTED AFTER } EMBED E SLAB PLACEMENT W Z 2#= 6j' r--I- - L-1 W O M co I I w I I I I s > W co B LOOP >W I(-A cn ZO CRACK CONTROL JOINT T/2 T/2 CORNER PIER UIHERE FEGD. W U Q Q L- J EL b0'_O' W O Z Z �i.! Z t 1'-5• ''-3' T TYPICAL DIAMOND BLOCKOUT o~ ILL. L J PLAN 3: O f- '4 VERTS•24'or_ �t -- TYPICAL CORNER WALL REINFORCING - - B SCALE N.T.S. SCALE I'-I' REVISIONS 3'.6' (3)V6 WM CONT - NO REMARKS • THRU PIERS 0 HOOK AROUND COalERS t� - Z EL 100'-0' (3)Vs CONT. i zi l O L r3 (4)9 EL TIES a EO SPCS 96'-0' LL (4)5 VERTS A5 OHM PLAN Ti- e H . . E 98 BAR 912E BAR LAP(L) STANDARD HOOK(H) CHECKED BLM JI! (4)ResEQ SPCS EW L '- DATE 5 20 1� W -e EL 97'_2' a 3 b' � t� 9 _ 4 23' a' DRAWN eLM y FL 9T-' 1A 5• IV. 5• 5 28' 10' JOB NO. 16010 .._� co . Im' ,-3 sM 48' 14' 55' 16' SHEET NUMBER 3-4' S EXTERIOR F00 ING ALONG 5 L C1OlTYP OF 1) eSECTION A TYPICAL PERIMETER FOOTING TYPICAL REINFORCING SPLICE&HOOK S _ SCALE IR'.I' SCALE 1/2'=I' SCALE K73. .t 1 2 3 4 5 6 c i (2)�i x'III VERSALAM 22'-m�' 26'-1, 21'-I}' 10'-6' ^ ,^„ 2x6 s b'O.G.AT CLEARSTORY WALL (27 2x4 ac. ,-rb• III 1: �' CANOPY SEE ENLARGED F' '_E1Ys1NEERED OUTRIGGERS @ x �I x PLAN THIS SHEET SIMPSON CCOT Y o� U10�TR155E$•24' 7 x 14 BOISE z r x I VERSALAM O.C.ABOVE AT POPIIP VERSALAM (3 WAY)COLUMN CAP ) • (2) _ _ Q (3)lixii VERSALAM H594x4x# W � 4XE 1310CKMG m A -....... (HIGH AND LOW) SMPSON HXIaJ HANGIRB A O HSS4x4 4x4 2 .. (2)2x4 '?�' OUTRGGERS `+ x 14 5013E ALAM A.5 �wW. I xIl a~ A I HS54x4 B 32 t 1. I i...,.7-... VERSALAM � 1$,REp_L'6 s I I6'RED-L x pl A 24'OL. S j x 14 d a - .. D m o o VERSALAM w NOTE: Cq ttpp (2)6'x8'xl/1'IE'e ALL CONNECTIONS,BLOCKING,TENSION RODS,ECT NOi o_ O � - �`- 2 5}x 14 BOI$E VERSALAM SHOWN ARE SIMILAR TO 5 LINE CANOPY AND SECTION E/52J r�' t�t' V, Hgy,ge x4 1 bXb HSSgx4 'I x W BOISE VERSALAM CANOPY FRAMING PLAN A LINE SiMPWN COOT SCALE ve'.I' " I6 VERSALAMS - (3 WAY)COLUMN CAP ' N fN.554x4)j 2 (2)2x4 ;p ° HSS4x4xj (2)16,RED-L'e H954x4x4 x I6 BOISE VERSAL OUTRIGGERS C C a F 2.1 SIMPSON GGOT COLUMN GAPS -------- I a 2 x 5 A whir O y U)=� - -3 O Q1 III � U'-o N ❑ vvN A N�z �6 SHEAR WALL SCHEDULE: IT Q J'065 ONE SIDE NAIL WITH ad b'O.C.PANEL EDGES = O 2 m AND 12'O.C.FIELD m o �a o LL�a QJ'0S5 ONE SIDE NAIL UT14 Sd s 4'O.C.PANEL �'RED-L'e•12'O.C. HEADERS i0 BE 1312xS ------ EDGES AND 11'O.C.FIELD,END;' ;TS TO 5E 4xb WITH m WITH(1)KMG S'NDS EACH • SIMPSON W35 HOLDOVMS EACH END,ANCHOR BOLTS a. CONSULTANT STAMP H664x4x# o SIDE UN.O. ` TO BE DRILLED AND EPDXIED I'P W/S'EMWD . 'v W554x4x4 p 2 bx6 .�. o pri 5 x 16 ISE VERSALAM +mow x A Q ECCbb COLUMN CAP 4 CB66 SIMF'SON r�'t O I' CO-IkIN BASE -I HW1 HAtJ:sER r�{'i ARCHITECT STAMP. of jx4j 2 CANOPY SEE ENLARGED FLAW THIS SHEET x4x� "` F Q i i NOTE: E - _ -.____ JOISTS TO BE TOP BEARING W/ • I _.... BLOCKING AT GLULAM BEAMS N n AND ON A 4x WALL LEDGER AT F'RE-ENGINEERED ALL HSS POSTS TO HAVE WALLS. WOOD O.G.ABOVETRUS&T�SF'OPI1 1 CORRECTLY SRED CCO OR ! • SIMPSON H2 HUR2ICAE ECCO CLIA"BJ CAP$ TIES EACH TR1S$ 1 2 2,8 3 5 SIMPSON HUII (2)SIMPSON A35 HANGER TYP FRAMING CLIPS � !2) x II}VERSALAMLu ROOF FRAMING PLAN SCALEVs.1, (3)2xb KING CANOPY SUPPORT j ._ i , V 6x12 BLOCKING (4)1'THRJ BOLTS liHRl I O BLOCKING!SIDE 1E'6 ''�J 2 ui z (3)2xb KMG CANOPY 5UFT'ORT 441 (D W o Q (2)2xb STUD FOR BEARING N BLOCKING ,-� W�,•0 J x " x (L' d s F z a DOOR �! ^� W (A J ] L)Q Of (c) °W z ' 4)SIMPSON > 0� 00 O v I A3 FRA'I F a' c .a REVISIONS CLIPS NO REMARKS (f) PLAN CHECK B COORD .'i z il (2)5/5'TI m 50LT$ (2) x II}VERSALAM /3' O -. -- — (THRU VERSALAMS Ate SIMPSON U410 (2)$IMP5ON A35 � j ., (3)KING STUDSi HANGER TYPICAL FRAMING.CLIPS CHECKED BUM LL- S, ___.— 4 �ii DATE 5-2016 w JOB NO _EJ U) SHEET NUMBER 5 CANOPY FRAMING PLAN 5 LINE S2.0 ^', SCALE IR'.I' o � Structural Notes Ili Design Criterla Structural Framing Lumber and Plywood Sheathing Structural design In accordance with International Building Solid Sawn Lumber: W Code,2012 edition. 2'-4'thick lumber: 2'-4'wide: Standard 4 Better Douglas Fir-Larch,except Risk Category II Stud grade for etude lose than 10' 5'and wider:No.2 and Better Douglas Fir-Larch G'" 5'and thicker lumber: No.I Douglas Fir-Larch z Design Loads: Min.Roof Snow Load 25 per Ip _ - Ground Snow Load 20 pef Structural Glued Laminated Timber CGlulamh B 9 iC. 1.0 Flo=2400 pat--Balanced for continuous members ® ndi Snow Importance Factor 1.0 Fv 265 psi Q t a,; E • IZE.6 pat u Fe(perpendicular to grain)=650 psi _ p, �i G !, Fc(parallel to grain)•1650 pal C- es G C $ < Laminated veneer Lumber(LA-). CL "' a . Wind Flo 2600 pal In Q w Design Wind Speed 115 mph (3-second gust) Fv=285 psi B m Exposure C E I.SE psi S (� u b l4J 'o LAG Wind Importance Factor ID Fe(perpendicular to grain,parallel to glue Tine)=750 pal a SCREWS EACH Si Fc(parallel to grain)=2310 psi • 5/8,CDX NAIL (2)�'o LAG 1/76'065 NAIL 8d•6'OG. Seismical w _PER SONEDULE SCREW EACH STUD PANEL EDGES 12'O.L.FIELD FINISHES PER SDS 20Sg Parallel Strand Lumber(PSL): 1 ARCHITECTURAL Fb 2W OPEN W'EB JOISTS BEVEL BEARING AS URER �, Site Class n Cate or 12 B (assumed) psi PER ROOF BY TRUSS MANUFACTURER 5/8'GDX NAIL o x 10'LAG BOLTS•24'O.G.(THPoJ Fv Fa(perpendicular g p FRAMItYr�� 2x6•�,O0, p Fc(parallel side u650)virZ grain, to wide face of PER SCHEDULE - 5elamic Importance Factor IID - OPEN*5 JOISTS BLOCKING NOT TRIM BEARING) Analytical Procedure y ELF psi p - a ....._e PER ROOF R 65-Wood Frame p 9 p FRAMNG PLAN 4 C m3g 2x6 BLOCKING Laminated Strand Lumber(LSLA Fib 2250 pal (1700 psi for 13E material (2)A35 SIMPPON FRAMW. (W)A35 SR15PON FRAMING Fv•285 psi AhK,LES(REACH TOP AND Soil Bearing Capacity: 1500 pef Cassumed) E •I5E 6 psi (13E 6 ei for 13E material ANGLES O EALT TOP AND 2 x 11 LEDGER GLULAM OR p p BOTTOM ON ALTERNATE SIDE BOTTOM ON ALTERNATE SIDE vERSALAM Fc(perpendicular to grain,parallel to wide face of e Pa x ilk VERSALAM LEDGER OF STUD INSTALLED FOR THREE strands)•650 al ' OF STUD INSTALLED FOR THREE Foundation pal AT EACH STUD D Fc(parallel to rain)•IS50 ei (1400 pal for 13E material ` WAY SUPPORT AT EAGN STUD SECTION D TYPICAL POPUP WALL SECTION p g p p n INSTALL PRIOR TO SHEETING _ s INSTALL PRIOR TO SHEETING SCALE V1'=I' Footings shall be placed on undisturbed existing sell or _1-- compacted granular back fill placed In accordance with Manufactured Plywood Web Joists: < � y the geotechnical report for the project. Web stiffeners may be required at Joists supported In Joist N � a hangers. See manufacturer's specifications. Contractor Shall notify geotechnical en tneer if clay All installation per manufacturer's specifications. z soils or groundwater are encountered during excavation. w€9 z1y` Manufactured Open-Web Joists: > R For bearing partially on soil and partially on rods,provide All Installation,bridging,strut bracing,and erection bracing _ NOTE: NOTE: 9 9• 9, 9 - � minimum 6'sand cushion between rock and bottom of footing. per manufacturer's specifications. CONSULTANT STAMP PARAPET AND BEARINCa PARAPET AND BEARING p p HEICaNTS PER ARCHITECTURAL HEIGHTS PER ARCHITECTURAL Footing excavations shall be clean and free of loose debris,sta Roof Sheathing: 5/8'Cinal CD-X or OSB,minimum APA 40/20 10NpL +e plancemeent.ding ater,or uncompacted material at time of concrete g nomspan rating per PRP-108 and PS-2 ¢�'SS 1ST fp�x2'`i• ` Minimum panel width=12'1-1 Backflli against foundation walls or exterior walls below grade Minimum panel length•3 spans 7778 FINISHES PER FINISHES PER shall not be placed until the tops of the walls are restrained 10d nails at 6'oz,edges ARCHITECTURAL ARCHITECTURAL by the completed floor systems. 12'oz.field z© nr Concrete: f'c(design)•3000 psi OF 1/I6,C65 NAIL PER 7/I6'OSB NAIL PER f'c(to be supplied)-3000 psi in 28 days Exterior and Interior Shearwalls: 7NM See shearwall Schedule for sheathing and netting. 5HEAR WALL 5CHEDULE SHEAR WALL SCHEDULE Reinforcing Steel: Conform to the requirements of ASTM A615 Provide 2'nominal(minJ blocking between etude at all -_.. Grade 60(Fy•60 k&l deformed bare sheathing panel edges-sheathing must be nailed at all ARCHITECT STAMP 114 for 04 and larger bare. four edges at all shearwalls. 2xb a 16'O.G. 2xb a W'O.C. Grade 40(N•40 kel deformed bare Stud spacing at shear walls shall be maximum 16'oz.unless N. permitted for 43 and smaller uno. otherwise Whereo sheathing panels are required on both sides of a wall, Minimum coverage: 3'cast against earth and nail spacing Is lees than 6'oz,panel Joints shall be 15'formed offset to fall on different framing members,or framing shall 1'0 ANCHOR BOLTS AT 48'O.G. #'o ANCHOR BOLTS AT 48'O.C. Minimum lap splices: no.4--15'uno. be 3'nominal minimum thickness and nails on each side shall AND WITHIN 3'CF EACH END OF AND WITHIN 3'OF EACH END OF no.5--18'uno. be staggered. 'I BOTTOM PLATE(7 EMBED) BOTTOM PLATE(1'EMBED) other sizes per schedule All reinforcing shall be tied or otherwise held In place to prevent All framing nailing shall most the minimum requirements of IBC movement during concrete placement. Table 2304.13.1. Anchor Bolts: 5/5'Diameter ASTM A301 All nails specified by pennyweight in these notes,on the plane, A.B.spacing: 4'-0'oz. Except where noted otherwise and In all schedules are common nail&unless otherwise noted. �- on foundation plan or shearwall schedule. All framing hardware shall be fully nailed or bolted. Provide additional anchor bolts not more than 12' and not lees than 4 1/2'from the ends of all Bolts: ASTM A301 unless noted otherwise. etll plates. Provide washers at all bolt heads and nuts. _ Provide minimum(2)anchor bolts per 6111 plate N or wall segment. J Unless noted otherwise,embedded bolts shall be placed prior to H 1 � concrete placement,and shall be held In place with templates or General W eB C other suitable means to prevent movement during concrete placement. p SECTION B TYPICAL EXTERIOR WALL I AND 5 LINES e SECTION C TYPICAL EXTERIOR WALL A.E AND F LINES All workmanship and materials shall conform to the requirements 5CALE 1/2'=1' SCALE 112'•I' of the International Building Code,2012 edition. W Z Shop drawings for all structural components,Including but not limited H Q to pre-engineered roof trusses,structural Insulated floor,wall,or Z U) �(3)5/8•o TRHU BOLTS((3) roof panels,structural steel members,precast or prestressed concrete W Z 'KWS STUDS(BLOCK) members,etc,shall be submitted to the engineer of record for review (,) 2 I O '.. 1 E prior to construction. Review by the engineer of record Is for purposes H F of coordination with other building components and for general } U - I'o BOLT THRJ R/CLEVIS conformance to the structural drawings. Review does not Indicate that O W the shop drawings are correct or complete. Responsibility for correctness W Z C0 shall rest with the contractor. Any engineering provided byy others shall 0 I-- U)- bear the seat of an appropriately registered engineer. EHM Engineers la W c) W not responsible for the adequacy or en sneering designs performed � Io THPoJ BOLTS 14'RED-L'e•24'oz. C8) 'BOLTS 14'RED-L'e a 24'O.C, by others. One copy of each submittal a II be retained for EHM � �Op p ' Engineers'records. U)O Z CO + 6x12 02 o TENSION ROD J BLOCKING ' (41 g'80Li8 L4x3x� TYPICAL STUD LEDGER U J CONNECTION REQUIRED ALL NOTE: SIX KING STUDS EACH SIDE SEE ARCHITECTURAL FOR PA5CIA, O U �, _ +! ro ROOFING,FINISH,CANOPY! �5t1'BAR }'xl15ARZ J Z PARAPET HEIGHTS,EC7_DETAILS L4x%J L4x3xJ � Z ! �_ W"Z SIMPSON STRAP I'0 BOLT THRU e(CLEVIS to ! h RED-L TO BLOCKING (13 U a 4}•x19�'x�'IE L3x3x�g'CDX NAILED PER ROOFl4J�'BOLTS (4)�' REVISIONS DIAPHRAGM SCHEDULE y 6xI2 BLOCKING No REMARKS I SIM TO ABOVE e Z 2x8 LEDGER 2 C4)g''BOLTS `v (4) 'BOLTS (4)81MPSGW A35 FRAf11NG CLIPS s NUVO LIGHT ASSEMBLY R N1V0 MOLNiMG NUVO LIGHT ASSEMBLY k NUS MWNTING W • (2)g'0 THR1 BOLTS PLATE WA00043 PLATE G2A00043 4 . (3)1'0 THRU BOLTS CHECKED BUMT� LL_ 412 BLOCKING SCREWS EAGN STUD lixii VERSALAMS 7YP DATE 5-20-i6 UJ y DRAWN BLM JOB NO 16010 W c 1 SHEET NUMBER II SECTION E SECTION AT 5 LINE CANOPY e DETAIL F NUVO LIGHT SUPPORT S 2. SCALE 1/2'.1' SCALE 1/2'.1' 4. NVAC SPECIFICATIOV'S rZECHANICAL LECEM) 4 PART 1 - GENERAL 1.5 DELIVERY, STORAGE. AND HANDLING 2.5 ACCESS DOORS AND PANELS G A A N I G EQUIPMENT ® SUPPLY DIFFUSER ," 1.1 GENERAL INTENT A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDDITIFIED WITH NAMES,MODEL NUMBERS, A DUCT MOUNTED ACCESS DOORS:DOUBLE WALL,DUCT MOUNTING,AND RECTANGULAR;FABRICATED OF A INDEPENDENT BALANCING FIRM SHAH PERFORM TESTING AND BALANCING PROCEDURES ON EACH �JJJJfJ �1 A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AID MATERIALS,AND TYPES,GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTFlCATON. GALVANIZED SHEET META WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN NEBB'S'PROCEDURAL STANDARDS FOR FLEXIBLE DUCTWORK B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND TESTING,ADJUSTING,AND BALANCING OF ENVIRONMENTAL SYSTEMS'OR SMACNA'S'WAC SYSTEMS- RETURN GRILLE --,,,,J�-c EQUIPMENT,NECESSARY,G, REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, CLASS. C INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED VANDALISM PRIOR TO ACTUAL INSTALLATION.FAN WHEELS,PUMPS AND OTHER ROTATING 1. FRAME:GALVANIZED SHEET STEEL,WITH BEND-OVER TABS AND FOAM GASKETS. TESTING,ADJUSTING,AND BALANCING'. -------- ' HEREIN. MACHINERY SHALL BE PERIODICALLY ROTATED DURING STORAGE ANY FACTORY PANTED 2, PROVIDE NUMBER OF HINGES AND LOCKS AS FOLLOWS: B. PREPARE TEST RESORTS FOR ALL FANS,INLETS,AND OUTLETS.CROSSCHECK THE SUMMATION OF -------- LINED DUCTWORK ® EXHAUST GRILLE I-_, B SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A -` , EQUIPMENT SCRATCHED OR MARRED DURING SHIPMENT OR CONSTRUCTION SHALL BE c. LESS TWIN 12 INCHES SQUARE SECURE WITH TWO SASH LOCKS. REQUIRED OUTLET VOLUMES WITH REQUIRED FAN VOLUMES. I . THOROUGH EXAMINATION OF THE SITE,AND ALL EXISTING CONDI110NS AND LIMITATIONS WHICH AFFECT -------- DEMO -t'C THIS WORK.LATER CLAIMS SHALL NOT BE(LADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED RESTORED TO ORIGINAL,-NEW'CONDITION.THIS INCLUDES COMPLETE REPAINTING OF THE b. UP TO 18 INCHES SQUARE:TWO HINGES AND TWO SASH LOCKS. C. TOLERANCES TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED AIRFLOWS WITHIN SPECIFIED I I Iq u, a BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN WRING SUCH AN EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. c. UP TO 24 BY 48 INCHES:THREE HINGES AND TWO COMPRESSION LATCHES. TOLERANCES OF INDICATED VALUES.MAKE ADJUSTMENTS USING VOLITIVE DUMPERS. ROUND DUCTWORK BREAK I_ THE DRAWINGS C. CONTRACTOR IS RESPONSIBLE FOR RECEMNG AND OFFLOADING EQUIPMENT OF HIS SCOPE. 2.6 EQUIPMENT CURBS AND SUPPORT D. INSTIL NEW AIR FILTERS IN Nl WAG EQUIPMENT THAT REQUIRES FILTERS THE DAY THE AIR O THERMOSTAT i!,,�C z F C. THE DRAWINGS INDICATE DIAGRAMMATICALLY MINOR THE EXTENT,GENERAL WORK ARE AND LOCATION OF THE IMMEDIATELY UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR BALANCE PROCEDURE STARTS. FILTERS TO TR PROVIDED CL THE AIR BNANCE CONTRACTOR BY THE - - WORK TO BE PERFORMED.WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES A ROOF MOUNTED EQUIPMENT:PROVIDE FACTORY CURB TO MATCH EQUIPMENT PROVIDED.CURB TO HVAC CONTRACTOR. THE AIR BALANCE CONTRACTOR TO INCLUDE A STATEMENT IN THE BNAIJCE ® TEMPERATURE SENSOR DUCTWORK BREAK ` W , N,-„ SHIPPING DAMAGE AND REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT MATCH ROOF SLOPE,TYPE,AND INSULATION DEPTHS FOR PROPER EQUIPMENT MOUNTING(ACCOUNT I LN r, -o OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITH � REPORT THAT NEW FILTERS WERE INSTALLED AT THE START OF BALANCING. !� I F AMOUNT. ) E. ADOOONAILY FOR RTU-1 AND RN-2,MEASURE RESPECTIVE ROOM STATIC PRESSURE AND ADJUST } 4,, f NO ADDED COMPENSATION.WHERE SUCH TED T THE AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF FOR APPLICABLE ACCESSORIES SUCH AS ECONOMIZERS AND FRVS. I SMOKE DETECTOR ®®®® U< THE WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL _16 SEQUENCING AND SCHEDULING PART 3 - EXECUTION MODULATING POWR EXHAUSTER SPEED BY ADJUSTING THE MOTOR PULLEY AS REQUIRED TO MAINTAIN DUCTWORK RISE o D. SITE UTIITIES:THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING A COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR NEUTRAL BUILDING PRESSURE WITH RESPECT TO ATMOSPHERIC. � to n ` SERVICES.COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVENT 3.1 EXAMINATION ® CO2 SENSOR { I p, m O N TO ORDERING OR FABRICATION OF ADJOINING WORK. F. ALL BALWONG TO BE COMPLETED ON THE RTU-1,RTU-2,IU-2 AND ALL EXHAUST FANS PRIOR TO �Q DUCTWORK DROP In I ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK.NOTIFY A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS START OF BALANCING ON MU-1 SYSTEM. ALL DOORS SERVICING THE SEMI-RESTRICTED H&J.TO BE - N,a B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN { ' ARCHITECT OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. OF THE ACTUAL EQUIPMENT TO BE CONNECTED. CLOSED DURING ALL BALANCING PROCEDURES. ALL EXHAUST FANS EXCEPT EF-7 TO BE RUNNING M MOTORIZED DAMPER i.{L a E COMPLY WITH ALL LOCH PAID STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION.NOT ALL POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE EL ? i B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS CONTINUOUSLY DURING BALANCING PROCEDURE. 7 r' SEISMIC REOUIREMENTS ARE SHOWN ON THESE DRAWINGS.CONTRACTOR SHALL MEET THE CONSTRUCTED.ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DIMENSIONED;DO NOT SCALE DRAWINGS.EXACT LOCATIONS OF SUCH ITEMS SHALL BE DETERMINED 6f SPIN-IN SUPPLY(WITH VOLUME : tD vai REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS DURING PROGRESS OF CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. THE ARCHITECYS REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. G. FOR BALANCING OF AREA-1(OCCUPIED MODE).SET mu-1 AIR FLOW PER SEQUENCE OF OPERATION I} BAROMETRIC DAMPER DnK DAMPER) _ M '- O<. / AS GN1E0 FOR ON SHEET M3.1. SUPPLY AND RETURN CFM'S TO BE BALANCED PER DRAWING M2.1. . .' 9 Yr U WORK. C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND VERIFY THE PHYSICAL DIMENSIONS OF EACH ITEM OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE SET OCCUPIED OUTSIDE AIR QUANTITY.IN THE TWO'OR'ROOMS,RETURN AIR TO BE 341NCED PER MANUAL VOLUME DAMPER 1i� SPIN-IN RETURN/EXHAUST 1.2 GENERAL COORDINATION EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.COORDINATE INSTALLATION OF LARGE SPACE AND PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONFLICTS APPEAR. q A THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE,AND FULLY EQUIPMENT REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING. COORDINATION OF DMSION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT, CFM SHOWN,AND THE TWO*OR'ROOM TRANSFERS TO BE BALANCED TO MAINTAIN 0.02'POSITNE IN (WITH VOLUME DAMPER) - � OPERATIONAL PIECE OF WORK IN ACCORDANCE WITH TRUE INTENT OF THE DRAWINGS AND D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND DUCTWORK,PIPING,EIC.SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE INSTALLATION THE'OR'ROOMS WITH RESPECT TO THE SEMI-RESTRICTED HALLWAY. FSD�-{ COMBINATION SMOKE/FIRE DAMPER � 45•SQUARE DUCT TAKE-OFF ^VI K G w SPECIFICIATIONS. OVERHEAD UTILITIES AND SERVICES.COMPLY WITH REQUIREMENTS OF GOVERNING SHALL BE CONCEAL ED WITHIN BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS H. FOR UNOCCUPIED PERIOD BAIANCING OF AHU-1,SET AIR FLOW PER SEQUENCE OF OPERATION AS y=FA FROM SQUARE DUCT �a B. CONTRACTOR SWAN.CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND OTHERWISE NOTED. CALLED FOR ON SHEET M3.1. PRIOR TO UNOCCUPIED BALANCING OF MU-1,SET RTU-1 AND ' REGULATIONS,FRANCHISED SERVICE COMPANIES,AND CONTROLLING AGENCIES.COORDINATE x gg^^ I FJOUIPOENT WILL R AS PUNNED. CONNECTION OF ELECTRICAL SERVICES. 3.2 GENERAL INSTALLATION RTU-2 TO UNOCCUPIED MODE,AND VERIFY THAT FRESH AIR DAMPERS FOR THESE TWO UNITS ARE �--{ FIRE DAMPER �� 45-ROUND DUCT TAKE-OFF a CAS �": C. THE LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC.,SHALL BE CHECKED TO ENSURE CLEARANCE FROM CLOSED. ALL E%WJ15T FANS SHOULD BE OFF,EXCEPT R-5,WHICH RUNS 24 a a sA-JW FROM SQUARE DUCT 1? ••I OPENINGS,STRUCTURAL MEMBERS,CABINETS,LIGHTS,OUTLETS AND EQUIPMENT HAVING FIXED E. PROVIDE IDENTIFICATION OF ALL EQUIPMENT.COORDINATE INSTALLATION OF IDENTIFYING A PROVIDE ALL VALVES,DUMPERS MAID CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF � 7 � -WE LOCATIONS. THIS SHALL BE ACCOMPLISHED PRIOR TO FABRICATION OF PIPE OR DUCTS. DEVICES AFTER COMPLETING COVERING AND PAINTING WHERE DEICES ARE APPLIED TO SYSTEMS AS DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SYSTEMS TO Q ® EQUIPMENT CALLOUT --0-� 45'ROUND DUCT TAKE-OFF a' W D. IF,AT ANY TIME,AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., SURFACES.INSTALL IDENTIFYING DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS AND BE INSTALLED WHETHER SPECIFICALLY CALLED FOR ON THE DRAWINGS,DETAILS OR SPECIFICATIONS OR A CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM TO OPERATE THE EQUIPMENT AS a•a r BECOMES TIME, DUE TU EXISTING OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON SIMILAR CONCEALMENT. NOT.IT SHALL BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT ALL SYSTEMS DESCRIBED IN THESE DOCUMENTS.SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING, 5A= FROM ROUND DUCT a ANY OF THE PROJECT DRAWINGS AND SUCH CONFLICT COULD HAVE BEEN AVOIDED BY PROPER 1.7 PROJECT CLOSE-OUT INSTALLED SHALL COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AND FEATURES. TRANSFORMERS,AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE ® DETAL CALLOUT �•r � COORDINATION BETWEEN TRADES OR PROPER PRE-PLANNING OF WORK,SUCH REQUIRED CHANGES B. COORDINATE MECHANICAL SYSTEMS,EQUIPMENT,AND MATERIALS INSTALLATION WITH OTHER BUILDING DOCUMENTS SR MU-1 ON SHEET M3.0 AND M3.1,AND U-1 SEQUENCE OF OPERATION ON L4 TURNING VANE EEO SHALL BE MADE BY THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON A. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN COMPONENTS.SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND SHEET M3.1. THE RECORD DRAWINGS. WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE OWNER. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT B CONTRACTOR SHALL PROVIDE AND INSTALL UL UNIED DUCT SMOKE DETECTORS AS SHOWN ON THE I TEMPERATURE GAUGE } MffERED CORNER E. THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL INCIDENTAL ELECTRICAL INTERCONNECTIONS, CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR OR REPLACE REQUIRING POSITIONING PRIOR TU CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO DRAWINGS.DEFECTORS SHALL HAVE AUXILIARY CONTACTS FOR CONNECTION TO THE FIRE HARM 1 ur 1--� CONTROL WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS REPLACEMENT. SYSTEMS REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE SYSTEM IF REQUIRED.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR LOW VOLTAGE WIRING TO SHUT SPECIFICALLY SHOWN OR OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN B. CONTRACTOR SHALL MAINTAIN A REDUNED SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS C. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,AND DOWN HIS EQUIPMENT BASED ON THE STATUS OF THIS DEVICE POWER WIRING AND WIRING TO FIRE ® POINT OF CONNECTION DMSION 26. BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS.THESE SHALL BE TURNED OVER TO THE OWNER EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE. ALARM SYSTEM TO BE BY OTHERS. T RADIUS ELBOW F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPLISHED UNDER THIS DMSION SHALL COMPLY WITH AT ACCEPTANCE OF THE WORK D. INSTALL SYSTEMS,MATERIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO a-� INTAKE OR EXHAUST 1--� ALL REQUIREMENTS OF DIVISION 26. C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS THESE ARE TO OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. GENERAL H tl AC NOTES G. PLANS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE DESIGN INCLUDE ALL EQUIPMENT CUF-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE PROCEDURES, �-- DIRECTION OF AIRFLOW DOCUMENTS FOR ALL OTHER DISCIPUNES FOR PROJECT CONSTRUCTION AND OTHER DETAILS WHICH MARUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LET1EIt AND CONTACT E INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR (RE:ALL MECHANICAL SHEETS) J iz •. AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL OONFR WITH All.OTHER TRADES FOR INFORMATION. REPLACEMENT OF EQUIPMENT COMPONENTS.AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE g a FINISH ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS OF DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS.EXTDJD GREASE G1 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND ABBREVIATIONS t DESCRIPTIONS Q ` �; D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE FITTINGS TO AN ACCESSIBLE LOCATION. rc ACCESS DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, U).� - MANNER SATISFACTORY TO THE ARCHITECT. E CONTRACTOR SHALL INSTRUCT THE OWNER ON THE OPERATION AND MAINTENANCE OF ALL SYSTEMS F DRAWINGS ARE NOT DETAILED TO THE EXTENT THAT Nl DUCTWORK AND PIPING OFFSETS,BENDS,AND INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS AC AR CONDITIONING WAC HEATING,VENTILATING,AIR CONDITIONING 9 PROVIDED UNDER THIS CONTRACT. SPECIAL FITTINGS ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDED H. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE HEMS(LAVES DAMPERS,COLS,SHOULD SO THAT THE DESCRIBED HEREIN. AFF ABOVE FINISHED FLOOR KW KITCHEN EQUIPMENT SUPPLIER Iri.� �a� .Y CEIUNG SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIEF-UP PART 2 - PRODUCTS WHETHER SHOWN OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. AHU AIR HANDLING UNIT KW KILOWATT �w! TYPE CEILING NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE G2 THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR T-STATS AND ALL LOW VOLTAGE WIRING. BTU BRITISH THERMAL UNITS w o UNLESS SPECIFICITY NOTED ON THE DRAWINGS ARCHITECT SHALL APPROVE LOCATORS OF ACCESS 2.1 GENERAL RATED ASSEMBLY. FIRE SEAL CAULKING,AND APPURTENANCES SHALL BE UL UTTED FOR THE CONTROL CONDUIT IS BY ELECTRICAL CONTRACTOR. BTUH BTU'S PER HOUR KWH KILOWATT HOUR � o z N . PANELS PRIOR TO INSTALLATION. A DUCT DIMENSIONS SHOWN ON PLANS ARE NET FREE AREA ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN CA COMBUSTION NR LAT LEAVING AIR TEMPERATURE . LV LINE VOLTAGE u I. CDUNG HEIGHTS:ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEIUNG HEIGHTS,WAILS,AND B. ROUND ELBOWS MUST HAVE A CENTERLINE RADIUS OF NO LESS THAN 1.5 TIMES THE DIAMETER OF INSTRUCTIONS.ALL SUCH MATERO S SFWL MEET STATE LOCAL,AND AUTHORITIES CODES AND G3 ALL OUTSIDE AIR DUCTS TO BE EXTERNALLY INSULATED. CC COOLING COIL CONSULTANT STAMP CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION.WHERE CONFLICTS OCCUR,THE THE ELI10W.SQUARE ELBOWS SHALL HAVE TURNING VANES. STANDARDS. TIFF CAP FOR FUTURE MAX MAXIMUM ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK.LOCATION OF EXPOSED WORK C. ALL DUCTWORK EXPOSED TO VIEW SHALL BE ROUND OR OVA SPIRAL H. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) G4 ALL SUPPLY DUCTS AND RETURN DUCTS TO BE INSULATED AND INTERNALLY UNED AS SHOWN ON CFM CUBIC FEET PER MINUTE MGA MINIMUM CIRCUIT AMPS AONAL Ac SUCH AS LIGHTS,DIFFUSERS,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED 2.2 DUCTWORK MATERIALS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS DRAWINGS AND SPECIFICATIONS. CHWR CHILLED WATER RETURN MOCP MAXIMUM OVERCURRENT PROTECTION �� Y4AJ. 'z ' WORK. WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS,PAY ALL COSTS FOR QS DUCTWORK LAYOUT IS PARTMILY DIAGRAMMATIC.OFFSETS AND ADJUSTMENTS MAY BE REQUIRED TO CHINS CHILLED WATER SUPPLY MIN MINIMUM �� -'cp yi0 J. CONTRACTOR SHALL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE A COMPLY WITH SMAWS 1NAC DUCT CONSTRUCTION STARDARDS--META AND FLEXIBLE'FOR ADDITIONAL CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING CLG CEILING NC NOISE CRITERIA 4 r� p BUILDING WHICH ARE TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY TEMPORARY PARTITIONS, ACCEPTABLE MATERIALS,MATERIAL THICKNESS,AND DUCT CONSTRUCTION METHODS,UNLESS INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. COORDINATE WITH LIGHTS,DUCTS,PLUMBING AND STRUCTURE. CW COD WATER NC NOISE C FIRE PROTECTION ASSOCIATION 62.r-G 6 TARPS,ETC.,TO KEEP DUST AND DIRT IN THE CONSTRUCTION AREA OTHERWISE INDICATED.SHEET META MATERIALS SHALL BE FREE OF PITTING,SEAM MARKS,ROLLER 1. FIRE-RATED ASSEMBLY PENETRATIONS: `• K. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY OF THE MARKS,STAINS,DISCOLORATIONS,AND OTHER IMPERFECTIONS.UNLESS STATED OTHERWISE,ALL G6 COORDINATE T-STAT LOCATIONS WITH OWNER. DEG DEGREE TUTS NOT TO SCALE �a, 1UM. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A DIA DIAMETER OSA OUTSIDE AIR WOOER LNG AS REQUIRED LA'THE INSTAILATON OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF DUCTWB. GALVANORK IZEOSHELT BE SIFII:LOCN GAUGE IN�MORPING QUALITY.*COMPLYING WITH ASTM A 653 A 853M AND FIRE RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR G7 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COILS,ETC.)SO THAT THE DB ORY BULB TEMPERATURE PD PRESSURE DROP ��4C rF OP 3�0y L INSTALL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND / THE ASSEMBLY RATING IT IS APPUED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFF-UP EA EXHAUST AIR PH PHASE HN A EV,- REPAIR.MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACOOMPUSH THIS,BUT CHANGES HAVING 990(Z275)COATING DESIGNATION;DUCTS SHALL HAVE MILL-PHOSPHATIZED FINISH FOR WRITTEN INSTRUCTIONS.ALL SUCH MATERWS SHALL MEET STATE,LOCAL,AND AUTHORITIES CODES TYPE CEILING NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK EAT ENTERING AIR TEMPERATURE PRV PRESSURE REDUCING VALVE INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL SURFACES EXPOSED TO VIEW. AND STANDARDS. UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS RA RETURN AIR 6/13/16 M. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, C. CARBON-STEEL SHEETS:ASTN A 366/A 366M,COLD-ROLLED SHEETS;COMMERCIAL QUALITY,WITH 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS AND RATINGS. PANELS PRIOR TO INSTALLATION. TER ENERGY EFFICIENCY RATIO RPM REVOLUTIONS PER MINUTE ESP EXTERNAL STATIC PRESSURE ARCHITECT STAMP . MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A ILL RECOGNIZED SEALING OLEO,MATTE FINISH FOR EXPOSER DUCTS. J. SEISMIC RESTRAINT: RTU ROOFTOP UNIT • GB ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, EWT ENTERING WATER TEMPERATURE METHOD • D. STAINLESS STEEL'RAND A 480/A FINIS TYPE 316 OR 304,AND HAVING A N0.20 FINISH FOR 1. THE CONTRACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED SEER COMBINATIITEN SMO EFFICIENCY CY RATIO N. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK.COORDINATE ALL CONCEALED DUCTS AND SUITABLE FINISH FOR EXPOSED DUCTS. � ITEMS INCLUDING,BUT NOT LIMITED T0,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE MUST DU SEATED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SENINC FCO FLOOR CLEANOUT SFD/FSD COMBINATION SMOKE/FlRE DAMPER BLOCKING,SUPPORT,ETC.,NECESSARY'FOR THE INSTALLATION OF THIS WORK WITH THE GENERA IT CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AS USED BY THE CODES USED BY THE AIJ METHOD. FD FIRE DAMPER SP STATIC PRESSURE CONTRACTOR. N N I OR AS SHOWN ON THE DRAWINGS(WHICHEVER IS MORE STRINGEIT). FLA FULL LOAD AMPS SYM SYMBOL 1.3 CODES. STANDARDS. PERMITS- AND FEES A. GENERAL G9 COMRACTORR HAS SOLE RESPONSIBILITY TO COORDINATE PMD SUBSTRU TINS WRH ALL OTHER FAR FLOOR T&P TEMPERATURE AND PRESSURE I. FIRE-HAZARD CLASSIFICATION:MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED 13 DUCT INSTALLATION DISCIPLINES.EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACRIES,AND RATINGS MAY BE FPM FEET PER MINUTE A ALL APPLICABLE CODE LAWS AND REGULATIONS AND GOVERNING OR RELATING TO ANY PORTION THEIR THIS INDEX OF 50 WHEN TESTED ACCORDING TO ASTM E 84. A CONSTRUCT AND INSTALL DUCTS ACCORDING TO SMACWI'S'HVAC DUCT CONSTRUCTION FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRITING FT FEET TEMP TEMPERATURE a WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.HE A THEIR AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS, TYP TYPICAL PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN 2. INSULATION SCHEDULE: STANDARDS--META AND FLEXIBLE." G GAUGE 84SES,AND EQUIPMENT SPACER ARE ADJUSTED APPROPRIATELY.NO ADDITIONAL COSTS WILL BE UPC UNIFORM MECHANICAL CODE ENDING PRIOR, SUBMITTING A BID,OF ANY WORK OR MCT RIMS WHICH VIOLATE W ANY QU THE a. OUTSIDE THE BUILDING THERMAL ENVELOPE B. INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS.INSTALL FABRICATED FITTINGS FOR CHANGES IN GOO GRADE CLEANOUT v ENFORCED LAWS,CODER,OR REGULATIONS.IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO APPROVED FOR THESE INCREASES,IF URGER ARE PECI IS PROPOSED.IF MINIMUM ENERGY UPC UNIFORM PLUMBING CODE SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,HE SHALL ASSUME FULL RESPONSIBILITY,AND 1) INSULATE AIL SUPPLY AND RETURN DUCTS TO R-8 DIRECTIONS SERE,AND SHAPE AND FOR CONNECTIONS. RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFlED,THE EQUIPMENT MUST MEET THE HC GALLONS PER MINUTE VTR VENT THROUGH ROOF b. INSIDE THE BUILDING THERMAL ENVELOPE C. COORDINATE LAYOUT WITH SUSPENDED CEILING,FIRE-AND SMOKE-CONTROL DAMPERS,LIGHTING DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE HC HEATING COIL V VOLTS SHALL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO COMPLIANCE. 1) INSULATE AIR DUCTS TO INSULATION SCHEDULE SHOWN ON SHEET M2.1. LAYOUTS,AND SIMILAR FINISHED WORK. FOR SUBSTITUTED EQUIPMENT METING THE INTENT OF THE ORIGINAL DESIGNED EQUIPMENT IN ALL HP HORSEPOWER WB WET BULB B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR D. SEAL ALL JOINTS WITH UNTIED DUCT SEALANT.APPLY SEALANT TO MALE END CONNECTORS BEFORE ASPECTS. IECC INTERNATIONAL ENERGY HIGHER CAPACITY THAN REQUIRED BY THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS 2) INSULATE OUTSIDE AIR DUCTS WITH 1-1/2'DUCT WRAP INSULATION. INSERTION,AND AFTERWARD TD COVER ENTIRE JOINT AND SHEET META SCREWS. CONSERVATION CODE W/ WITH OF THE DRAWINGS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE B. DUCT INSULATION:MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN.COMPLY WITH E NON-FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND G10 EXTERIOR DUCT TO BE DOUBLE WALL GALVANIZED WITH R-8 INSULATION BETWEEN.INNER MAY BE }�� CODER AND STANDARDS. ASTM C 553.TYPE II AND ASTM C 1290.TYPE III WITH FACTORY-APPLIED FSK JACKET. EXTERIOR WALLS AND ARE EXPOSED TO VIEW,CONCEAL SPACES BETWEEN CONSTRUCTION OPENINGS PERFORATED.SUPPORT ON RAILS PER SMACNA STANDARDS. SHEET INDEX C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED C. FIBROUS-GLASS LINER:COMPLY WITH NFPA 90A OR NFPA 90B AND WITH NAIMA AH124. AND DUCTS OR DUCT INSULATION WITH SHEET METAL FLANGES OF SAME META.THICKNESS AS DUCTS. FOR THIS SCOPE OF WORK ON THIS PROJECT.THE SUB-CONTRACTORS SWILL ALSO SCHEDULE ALL 1. MATERIALS:ASTM C 1071;SURFACES EXPOSED TO AIRSTREAM SHALL BE COATED TO PREVENT OVERLAP OPENINGS ON 4 SIDES BY AT LEAST 1-1/2 INCHES. REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE EROSION OF GLASS FIBERS. F. FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND MO.0 WAG COVER SHEET . D. THE FOLLOWING SPECIFIC STANDARDS SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS FOR WORK OF c. THICKNESS:1/2',UNLESS NOTED OTHERWISE. EXTERIOR WALLS,INSTALL APPROPRIATELY RATED FIRE DAMPERS,SLEEVES,AND FlRESTOPPING M0,1 HVAC ENERGY CALCULATIONS THIS SECTION: b. LINER ADHESIVE:COMPLY WITH NFPA 9CA OR NFPA 908 AND WITH ASTM C 916. SEALANT. M2.1 WAG FLOOR PLAN 1. DUCTWORK:ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED PER THE PUBLISHED STANDARDS M2.2 WAG ROOF PLAN - OF THE AMERICAN SOCIETY OF HEATING,REFRIGERATION,AND AIR OONDITIGNING ENGINEERS c. MECHANICAL FASTENERS:GALVANIZED STEEL SUITABLE FOR ADHESIVE ATTACHMENT, G. PINT INTERIORS OF META DUCTS,THAT DO NOT HAVE DUCT LINER,FOR 24 INCHES UPSTREAM OF M3.0 HVAC SCHEDULES ` (ASHRAE)AND THE SHEET META.AND AIR CONDITONING NATIONAL ASSOCIATION SMACNA,AND MECHANICAL ATTACHMENT,OR WELDING ATTACHMENT TO DUCT WITHOUT DAMAGING LINER WHEN REGISTERS AND GRILLES.APPLY ONE COAT OF MT,BUCK,LATEX FINISH COAT OVER A COMPATIBLE MEET THE REQUIREMENTS OF NFPA 90 AND NFPA 91. ( ) APPLIED AS RECOMMENDED BY MANUFACTURER AND WTI14OUT CAUSING LEAKAGE IN DUCT. GALVANIZED-STEEL PRIMER. M3.1 AAC SCHEDULES 1 2. FILTERS:ALL FILTER MEDIA SHALL BE UL CLASS 2. D. REFRIGERANT PIPING INSULATION:SUCTION PIPING-FLEXIBLE ELASTOMERIC,1'THICK. H. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY,RETURN,AND EXHAUST SYSTEMS WHERE M4.0 WAG DETAILS 3. FIRE DAMPERS:ALL FIRE DAMPERS SHALL BE LISTED AND INSTALLED PER UL FOR THE ASSEMBLY BRANCHES LEAD FROM WAGER DUCTS AS REQUIRED FOR AIR BALANCING.INSTALL AT A MINIMUM OF a THEY ARE INSTALLED IN,AND MEET TILE REQUIREMENTS OF THE LOCH BUILDING CODE. TWO DUCT WIDTHS FROM BRANCH TAKEOFF. A. STANDARD VOLUME DAMPERS:SINGLE OR OPPOSED-BLADE DESIGN•STANDARD LEAKAGE RATING,AND I. INSTIL FLEXIBLE CONNECTORS IMMEDIATELY ADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH W 1.4 SUBMITTALS AND SUBSTITUTIONS SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS.SHAFTS TO BE FULL LENGTH,GALVANIZED FANS AND MOTORIZED EQUIPMENT SUPPORTED BY VIBRATION ISOLATORS. F_ A SUBMITTAL MATERIALS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE STEEL,WITH ZINC-PLATED.DIE-CAST CORE WITH DIAL AND HANDLE MADE OF 3/32-INCH-THICK J. CONNECT DIFFUSERS GRILLES TO LOW PRESSURE DUCTS WITH MAXIMUM 72-INCH LENGTHS OF z e EQUIPMENT FEATURES,DIMENSIONS.WEIGHTS,PERFORMANCE CWAIACTRISTICS,AND CAPACITIES. ZINC-PLATED STEEL,AND A 3/4-INCH HEXAGON LOCKING NUT.INCLUDE CENTER HOLE TO SUIT FLEXIBLE DUCT CLAMPED OR STRAPPED IN PLACE CONNECT FLEXIBLE DUCTS TO MEAL DUCTS WITH LLI CAPACITY AND PERFORMANCE CALCULATIONS SHALL BE ADJUSTED TO INDICATE ACTUAL EQUIPMENT DAMPER OPERATING-ROD SIZE.INCLUDE ELEVATED PLATFORM FOR INSULATED DUCT MOUNTING. DRAW HANDS. PERFORMANCE AT THE PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN B. FIRE DAMPERS:CURTAIN TYPE;FIRE DAMPERS SHALL BE LABELED ACCORDING TO UL 555. K. INSTALL BACKDRAFT DAMPERS ON IXFNUST FANS OR EXHAUST DUCTS NEAREST TO OUTSIDE AND U = I- ONE MODEL OR SIZE OF EQUIPMENT SHALL BE MARKED WITH ARROWS OR OTHERWISE CLEARLY I- 1. FRAME:FABRICATED WITH ROLL-FORMED.0.034-INCH-THICK GALVANIZED STEEL;WITH MITRED WHERE INDICATED. W INSCRIBED TO IDENTIFY THE ACTUAL EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL AND INTERLOCKING CORNERS. } 0 W PARTS OF FEATURES SHALL ALSO BE CLEARLY IDENTIFIED. ALL SUBMITTED MATERIALS MUST BE CLEAR, 3.4 HANGING AND SUPPORTING �' 2. BLADES:ROLL-FORDED,INTERLOCKING,0.034-INCH-THICK,GALVANIZED SHEET STEEL IN PUCE 0 2 ,.L COMPLETE,AND LEGIBLE ALL SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME; OF INTERLOCKING BLADES,USE FULL-LENGTH,0.034-INCH-THICK,GALVANIZED-STEEL BLADE A SUPPORT HORIZONTAL DUCTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OF EACH W Z (n MULTIPLE AND VARIED SUBMITTALS WILL BE REJECTED. BRANCH INTERSECTION. CONNECTORS. 0 H B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED ADEQUATE AND REVIEWER BY THE CONTRACTOR. B SUPPORT VERTICAL DUCTS AT MAXIMUM INTERVALS OF 16 FEET MID AT EACH FLOOR. THE CONTRACTOR SIR CHECK ALL SUBMITTALS FOR ADEQUATE IDENIIFlGTION,CORRECTNESS,AND 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. W cn W G CEILING FIRE DAMPERS:LABELED ACCORDING TO UL 555C;COMPLY WITH CONSTRUCTION DETAILS FOR C. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPMENT AS REWIRED BY THE LOCH CODES, W M (p COMPLIANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR MANUFACTURERS RECOMMENDATIONS,AND STANDARD INDUSTRY PRACTICE. d'M � SUBMITTALS THAT ARE REQUIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE TESTED FLOOR-AND ROOF-CEIUNG ASSEMBLIES AS INDICATED IN UCS'FIRE RESISTANCE DIRECTORY.' D. USE MATERIALS COMPATIBLE WFTH ITEA15 BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND Cn H-DO 0 10 FORWARDED FOR REVIEW AFTER REVIEW AND APPROVAL BY THE CONTRACTOR. THESE SHALL BE 1. FRAME:GALVANIZED SHEET STEEL,ROUND OR RECTANGULAR,STYLE TO SUIT CEILING U M RETURNER AND SHAH BE REVISED AND RESUBMITTED UNTIL ACCEPTED NT'THE ENGINEER. PROVIDE CONSTRUCTION. CONFORM TO SMACKk ANSI/ASME B31,NFPA,MSS SP-58,69.89. Tn oPRODUCT DATA FOR EACH PIECE OF EQUIPMENT/COMPONENT LISTED IN SCHEDULES. 2. BLADES:GALVANIZED SHEET STEEL WITH REFRACTORY INSULATION. 3.5 ACCESS DOORS AND PANELS W �J U -. NI C. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE LISTED IN 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. A DUCT ACCESS DOORS:INSTALL DUCT ACCESS DOORS TO ALLOW FOR INSPECTING,ADJUSTING,AND 1. ITHE EQUIPMENT SCHEDULES.ANY SUBPITTAL FOR CONSIDRATON AS AR EQUAL TO THAT SCHEDULED D. COMBINATION FIRE/SMOKE DAMPERS:LABELED ACCORDING TO UL 555S.COMBINATION FIRE AND MAINTAINING ACCESSORIES AND TERMINAL UNITS AS FOLLOWS: J MUST CONTAIN A11 INFORMATION REQUIRED TO EVALUATE THIS CLAIM.MANUFACTURERS NOT LISTED AS 1. ADLINVENT TO FIRE OR SMOKE DAMPERS,PROVIDING ACCESS TO RESET OR REINSTALL FUSIBLE O W Q O EQUAL MUST SUBMIT IN WRITING FOR REVIEW TEN DAYS PRIOR TO BID CLOSING. CONTRACTOR IS SMOKE DAMPERS SHALL BE LIBELED ACCORDING TO UL 555 FOR 1-1/2-HOUR DATING. RESPONSIBLE TO ASSURE ANY SUBSTIT TED ITEM MEETS ALL PHYSICAL AND PERFORMANCE 1. FRAME AND BLADES:0.064-INCH THICK,GALVANIZED SHEET STEEL J = U REQUREMS. ARCHITECTURAL ACCESS DOORS OR PANELS:COORDINATE REQUIREMENTS FOR ACCESS PANELS AND W �J D. APPROVAL OF SUBMITTALS AS EBY E ENGIINND IN THE IE R SHALLGN ENOT RELIEVE THE CONTRACTOR FROM 2 SUIT WALL OR FLOOR APMOUNTING SLEEVE: O�¶ONAl1ED,0.052-INCH THICK,GAVARFZED SHEET STEEL:LENGTH TO DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. > a j W U ,: 'I TTS CONTACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS > of § RESPoNSIBIIRY FOR DEVIATORS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL R RELIEVE HIM FROM 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. TO HIS WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. R N H 2 ❑ t, RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL LITERATURE 4. DAMPR MOTORS:MODULATING AND TWO-POSITION ACTION.EQUIP WITH AN INTEGRAL 2 E CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER SPIRAL-SPRING MECHANISM WHERE INDICATED.ENCLOSE ENTIRE SPRING MECHANISM IN A w DISCIPLINES.EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE REMOVABLE HOUSING DESIGNED FOR SERVICE OR ADJUSTMENTS REVISIONS I'- FURNISHED PROVDED SUCH PROPOSED EQUIPMENT 6 APPROVED IN WRITING AND CONNECTING 5. ELECTRICAL CONNECTION:115 V,SINGLE PHASE,60 HZ. e b MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT 6. SMOKE DETECTOR INTEGRAL,FACTORY WIRED FOR SINGLE-POINT CONNECTION,COORDINATE WITH NO. REMARKS Z SPACES ARE INCREASED.NO ADDITIONAL COSTS WILL BE ACCEPTED FOR THESE INCREASES IF LARGER ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR. Q O EQUIPMENT IS PROVIDED.IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE PLAN CHECK 8 COORD. E FLEXIBLE CONNECTORS:RAME-RETARDANT OR NONCOMBUSTIBLE FABRICS,COATINGS,AND ADHESIVES _ '- SPECIFIED,THE EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. COMPLYING WITH UL 181.CLASS 1.PROVIDE HEAVY METAL EDGE BANDS,SEALED TO PREVENT 0 U u it DESIGN OF ELECTRICAL REQUIREMENTS IS BASED ON MECHANICAL EQUIPMENT SPECIFIED. MECHANICAL LEAKAGE IEL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS m DIFFERENT FROM THAT SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT LIMITED TO 1. INDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:CUSS FABRIC DOABLE COATED WITH NEOPRENE. OVERCURRENT PROTECTION,LOCAL DISCONNECTION MEANS,WIRE SIZING,AND DESIGN COSTS. 2. OUTDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:GLASS FABRIC DOUBLE COATED WITH , LL 9 WEATHERPROOF,SYNTHETIC RUBBER RESMANT TO W RAYS AND OZONE F. FLEXIBLE DUCTS:UL 181,CUSS 1,UL 181,CLASS 1,BLACK POLYMER FILM SUPPORTED BY CHECKED GE ❑ r, m HEUCALLY WOUND,SPRING-STEEL WIRE;1-1/2'FIBROUS-GLASS INSULATION;POLYETHYLENE VAPOR -- LLI L e, BARRIER FILM.FLEX DUCT SHALL BE EQUAL TO CETAINTEED'CRTAFLEX'G25. DATE 6-13-16. ❑ DRAVVM TM _- (n - _ JOB NO. 16010 (ne ENGINEERING SHEET NUMBER g M9MitCorpmare Dc,Sre.lo3 - wO. MerutianID 83fi42 I\V/I u ph20&.&n$1 fax 20.9-18&218Z PJaI ]5EHM4t . I COMcheck Software Version 4.0.2.7 Quantity System Type&Description Proposed Efficiency:96 00%Et,Required Efficiency:80.00%Et +� Mechanical Compliance Certificate p r Mechanical Compliance Statement Compliance Statement The proposed mechanical design represented n this document is consistent with the building plans, �i_ O spec f canons,and other calculations submitted with this permit application.The proposed mechanical systems have been Project Information designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.7 and to comply with the mandatory requirements {- in U i listed in the Inspection checklist. tf `j,�, Energy Code: Rive ECCView Glenn Elwell,P.E. :� - 5-19-2016 R Project Title: River View Surgery Center W 0] N o I Location: Twin Falls,Idaho Name-Title Signature� Date I'�d 0 O Climate Zone: 5b 1 N o Project Type: New Construction y W n'1 UO a � co ut u •"a Construction Site: Owner/Agent: Desgner/Contractor. = 0 w Twin Falls,ID 83301 DC Engineering C a E r Additional Efficiency Package Twin North College Suite 303 a y1 Twin Falls,I 83301 w 208 736 52 9 N 4 � - O w gelwell@dcengineering.net m U w c a r Unspecified in Mechanical Systems List Quantity System Type&Description p all a 1 RTU1(Single Zone): Healing:teach-Dud Furnace,Gas,Capacity=60 kBtWh pmj 'S Proposed Efficiency-80.00%Ec,Required Efficiency=$0.00%Ec N - '°• Cooling:1 each-Single Package DX Unit,Capacity.54 kBlwh,Air-Cooled Condenser,Air Economizer N Proposed Efficiency=15.60 SEER,Required Efficiency=13.00 SEER Fan System:None r 1 RTU2(Single Zone): Healing:t each-Dud Furnace,Gas,Capacity=60 kBtu/h Proposed Efficiency-80,00%Ec,Required Efficiency=80.00%Ec Cooling:t each-Single Package DX Unit,Capacity=44 kBN/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=15.60 SEER,Required Efficiency-13.00 SEER ' Fan System:None e 1 OUt(Siigle Zone): Cooling:1 each-Split System,Capacity=17 kBtu/h,Air-cooled Condenser,No Economizer,Economizer exception:None Proposed Efficiency-15.00 SEER,Required Efficiency=13.00 SEER J Fan System:None U .•a t OU2(Siigle Zone): ga ids Splh System Heal Pump x 5 Heating Mode:Capacity=20 kBIWh, Proposed Efficiency=10.60 HSPF,Required Efficiency 7.70 HSPF in Cooling Made:Capacity=18 IkBrulh, > Proposed Efi=rcy=17.50 SEER,Required Efficiency-13.00 SEER lr Fan System:None CONSULTANT STAMP 1 DF1/CU1(Single Zone): Healing:1 each-Dud Furnace,Gas,Capacity=160 kBtu/h %%ONAL Proposed Efficiency Ec,Required Efficiency.80.00%Ec Cooling:1 each-Split System,Capacity=121 k[RuM,Air-cooled Condenser,No Economizer,Economizer exception:Humidity T N' CSMt Requirements tL Proposed Efficiency=11.00 EER,Required Efficiency=11.00 EER 6Lf��L f� 9 Fan System:None .•a 11, / Water Heater 1: Gas Storage Water Heater,Capacity:75 gallons,Input Rating:100 Btu/h w/Circulation Pump !F B OF ' Project Title: River View Surgery Center Report date:05/19/16 Project Title: River View Surgery Center Report date:05/19/16 A r Data filename:\\Dce\prDjects\2016\16MAA01-West End Fire\Calcs\HVAC\Energy Calcs\River View Surgery Page 1 of 11 Data filename:\\Dc0pmjects\2016\16MAA01-West End Fire\Calcs\HVAC\Energy Calcs\River View Surgery Page 2 of 11 6/13/16 Center.cck Center.cck a ARCHITECT STAMP OSA CALCULATION • OUTDOOR OUTDOOR ZONE AIR DIST. GUIDELINESFOR GUIDELINESFOR BREATHING ZONE 2012 IMC REQUIRED OSA SYSTEM ZONE NAME ZONE CLASSIFICATION AREA(ftr)[Alf #OF PEOPLE[P,]z AIRFLOW/PERSON AIRFLOW/SgFt EFFECTIVENESS HOSPITALS' HOSPITALS OSA a REQUIRED OSA (HIGHER OSA) r [RP]* [Ra]' [E,] REQUIRED AC/HR REQUIRED OSA t RTU-2 Business waiting waiting hall Public Spaces:Corridors 173 sgft 0.0 pe 0cfm 0.06 10 cfm 0.8 13 cfm 13 cfm waiting Offices:Reception areas 180 soft 5.4 pe 5cfm 0.06 38 cfm 0.8 47 cfm 47 cfm employee hall Public Spaces:Corridors 3055gft 0.0 pe 0cfm 0.06 18 Clint 0.8 23 cfm 23 cfm office Offices:Office space 154 soft 0.8 pe 5cfm 0.06 13 cfm 0.8 16 cfm 16 cfm staff Offices:Office space 130 soft 0.7 pe 5dm 0.06 11 cfm 0.8 14 cfm 14 Clint TOTAL --- --- 942 soft 6.8 pe --- --- --- --- 113 cfm 113 cfm IU-2 Pre-op Offices consult Offices:Office space 85 sgft 0.4 pe 5cfm 0.06 7cfm 0.8- 9cfm 9cfm Q' r RN director Offices:Office space 80 sgft 0.4 pe 5dm 0.06 7cfm 0.8 9cfm 9cfm LL.I YAG Laser Hospitals,...:Medical procedure rooms 85 soft 1.7 pe 15 cfm 0 26 cfm 0.8 32 cfm 32 cfm Z a TOTAL --- --- 250 soft 2.5 pe --- --- --- --- 49 cfm 49 cfm LLJ (q RTU-1 Pre-op&Recovery Z } O Q I Pre-op Pre-opt Hospitals,...:Patient Rooms 85 soft 0.9 pe 25 cfm 0 21 cfm 0.8 27 cfm 2AC/hr 26 cfm � Pre-opt Hospitals,...:Patient Rooms 85soft 0.9 pe 25dm 0 21cfm 0.8 27cfm 2AC/hr 26 cfm O g W Z Nurse Station Offices:Office space 176sgft 0.9 pe 5dm 0.06 15 cfm 0.8 19 cfm go to 2AC/hrs 53 cfm Ur F U µ� W co Pre-op ime nor rooms Hospitals,...:Patient Rooms 260 sgft 2.6 pe 25 cfm 0 65 cfm 0.8 81 cfm 2AC/hr 78 cfm W O J Pre-op hall Public Spaces:Corridors 497sgft O.Ope 0cfm 0.06 30cfm 0.8 37 cfm go to 2AC/hrs 149 cfm � U � 1 r v Recovery Recovery area Hospitals,...:Recovery&ICU 340sgft 6.8 pe 15 dm 0 102 cfm 0.8 128 cfm 2AC/hr 102 cfm > Y)0 r c'7 w Recovery hall Public Spaces:Corridors 272 soft 0.0 pe 0cfm 0.06 16 cfm 0.8 20 cfm oto2AC hrs 82 cfm highervalue > F G ° �I TOTAL --- --- 1,715 soft 12.0 pe --- --- --- --- 338 cfm 515 cfm 515cfm w D CO LU _ AHU-10RArea U J Z o OR ORk1 Hospitals,...:OperatingRooms 436sgft 8.7pe 30cfm 0 262dm 1 262cfm 3AC/hr 218cfm 0 LL W Q UI ORg2 OR112 Hospital s,...:Operati ng Rooms 420sgft 8.4 pe 30cfm 0 252 cfm 1 252cfm 3AC/hr 210 cfm ; 04 Z Q Clean utility Clean utility Hospitals,...:Medical procedure rooms 294sgft 5.9 pe 15 cfm 0 88 dm 0.8 110 cfm go to 3AC/hrs 147 dm to _ D FEMTO FEMTO Hospitals,...:Medical procedure rooms 160sgft 3.2 pe 15 cfm 0 48 cfm 0.8 60 cfm 3AC/hr 80 cfm m OR hallway Stor/receiving Retail:Shipping&Receiving 167 soft 0.0 pe Ocfm 0.12 20 cfm 0.8 25 cfm go to 3AC/hrs 75 cfm REVISIONS ~ OR hallway Public Spaces:Corridors 389 soft 0.0 pe pe Ocfm 0.06 23 dm 0.8 29 cfm 738 cfm 905 cfm go to 3AC/hrs 175 cfm highervalue U) r j< NO. REMARKS Z TOTAL u 1,866 soft 26.2 905 cfm 1 PLAN CHECK 8 COORD. C PROIECFTOTAL --- --- 4,7735gft 47.5 pe ,58 cfm 1.Data from Project 0 2.Data from 20121 MC Table 403.3 occupant Density or from Project LL < " 3.Data from 20121MC Table 403.3.1.2LL m 4.Data from"Guidelines for Design and Construction of Hospitals and Outpatient Facilities". S.To meet AC/hr minimum zone effiency. CHECKED GE LL] v DATE 6-13-16 DRAWN TM Cn JOB NO. 16010 r a E N G I N E E'R I N G SHEET NUMBER a 440 East Corymate Lk.,Ste.im MeridiantD Ph 20F288-2181 181 (ax 2fl&2B&2182 P�9ru 16FHMIX1 O. 1 �)I1.2 28 3 ) 8 t, 5 i52 2.9: I 12 CH LS-1 (TYP.OF 3)0.. 55 FM li CH L 13 1 5 - :1 110 C FM / 0 F EF LS-2 .OF 51 100 cFM (I -. �EG-3. 245 CFM I _. 1� 4... f - 2 EWH G1 !O w z , o ., _I � CH CH-1 ' TRANSITION FROM AIR CH-3 T 175 CFM .) pFFR I� 1,- HANDLER OPENING Il�) + o . r IN _ �'" TO LOUVER - -- - '_. a < -- EF --. --_ --. 13 �`. - �L,: (�� L.. B CONNECFLEX TOR M O 6 9 - �: - .. 3 " SS:_2._4_Q 14 05A 12'x LL T j ' f GS t�7� ��.._-. 16 6(LV)QT{ EG .F�St1.�2 ti lfi�➢11J TYP, 7 (- _ �_ a a= " 100 CFM / i M4� tL --J5 CFM "' RG-3 i 5 ; 7 2 SG-6.B 0 `s • . T v'i V 42"X18"RA DOWN FROM k --- '� 0 . 4H IG 2.8¢ 14 CHT2 �- ,� "'�*..� N 5 --. �' 170 CFM _ I Q MECHANICAL PENTHOUSE - 36'X18"S4 DOWN FROM 1 _3." �\ '-'., SG-2.8"0 TO CEILING SPACE BELOW, H ! _ pOSA r + �RN-2 T I, , 175 CFM --- CONTINUATION. U °�° MECHANICAL PENTHOUSE L M 'RG-1.8"0 50 CFM ( V 1 ( - v __ SEE SHEET M2.1 FOR __ 1 5 1 TO CEILING SPACE BELOW, \ x � . 2 n SEE SHEET M2.1 ` -- 1 � .. ,I "� TG-1.100 I -_ - --. [� 7 II\1Wuu�llllm,� FOR CONTINUATION. 18 CH �G-1.10 0 T IU-110'b �� 8'0 D 0 2 AHU-1 5 x11 RA e - 100 CFM TG 1 10 0 100 CFM 2 SG-2.9"0 '__ - FLOOR m ��• _--SSG-L_10"0 10 25 w.W_ _� _ _- + 250.CFM_. - -._.- -_- 1��`A 42'X18"OSA RADIUSED ELBOW SINK 240 CFM EACH - _..__ - I OFF TOP OF OUTSIDE AIR FH a " u 19 ,o L1d`X14"RA ( 7 _../ '" to EG-3.5"0 SG_l.6"0 �_4. CONNECTION TO AIR HANDLER, 2 40"X12"SA t .0 - TYP.OF 4 RG 1'9 0 1 21 100 CFlA 12�@: TRANSITION TO 16"X12"OSA DUCT r Oj 50 C BELOW PENTHOUSE CEILING �, n 120 CFM EACH 19 9"0SA w, 'I, O O 10"0SA �--�� ` TYP.OF 2 - r. f5i SG 1.6 _ __ ,L9_><9:: t! , -� . Tu 230 CFlA� � } 14 'e - :i 8 o i� SG-2.B•0 6 40"X24"SA TG�-5. 26 _ 7 7 175 CFM �{ 150x11'RA 4F51100 CFM " SG 1.6 0 IU-2 - -- 3 @Sz=@ - °X G 3.6 RG-6.14"f ;, °i�:_RG-2 16"0 700 CFM0 100 CFM IZ 15 16"X12"OSA e 590 CFM 760 CFM.. • _ _. p SG-5. 12"0 T-. RED) 230 _ r ll RG 1$0 of SzL(2� � 6-- 2 J - y m i �G T SLR 100 CFM I 515 CFM »„ � EF 11 1 21 E -_ 180--- SG-2, _ --- ---�� ..) LL EF -ate 24"X23 S4 24"X23 S4 -...� SG 5.12.0 SG-4.9 0 - t 4211 F.F� LLN . -515 CFM C 220-:CFMCONSULTANT STAMP L19'x17"S4 l - W 100 CFM 520 CFM a, .16 SG-2.B•0 �`.__' 1 DF ' 14 pm I 765 CFM_- __24 �� -4.12"0 120 CFM" t1 -.... 180 CFM OSAG_1 1 ( \\__j ac4'`•p\BTfn �y� 415 CFM TG 3.600-- 6 26 25 J ] 2 HVAC PENTHOUSE PLAN(LOCATED ABOVE 0R#2) a 6252 e RG-5 '- -- _ 590 CFM T RN-1 �� -- 15"x11"RA 77 +- 20 _ " -$Q•--LAP '11 r( SCALE:1/4"_1'-0" - �y y '' TC-5.6 0 _ 100 CFM s 75 CFM TE OF ' x16' P - 1 '0 100 CFM 6 . 14 7 75 CFM NORTH Np A E�.\\ ✓0 .ice ......... 6/13/16 6 - :- --- ARCHITECT STAMP SSG-1. 240 CFM EACH -- 90 C 4 120 CFM EACH 18"x16"RA AHU-i 20 _ -, r -.._.... SG 2.90 �./ TYP.OF 4 20 i' 150 SG 2.8 05 CFM - l)r � �- 220 CFM �l SSG-2.8'0 TYP.OF 2 / D. . 12 SG-2,700 G-2._7"0 'J 14"ORA 585HCFM 20 11R O,8 0 CH 145 CFM 145 CFM 145 CFM 14 13'Xi6"RA 6 15"x11'RA a 5.2 _ 1 HVAC FLOOR PLAN 0 L, SCALE:1/8"=V-O" w ` NORTH Z 0 U = GENERAL NOTES: KEYED NOTES: ® PENTHOUSE KEYED NOTES: ® o e P G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF 1. FULL SIZE SUPPLY AIR DROP FOR ROOFTOP UNIT WITH 1/2'ACOUSTICAL LINER, 10. 10"X10"EXHAUST AIR DUCT WITH 1/2"ACOUSTICAL LINER UP THROUGH ROOF 21. 10'MINIMUM LENGTH OF RECTANGULAR DUCT WITH 1/2"ACOUSTICAL LINER, 1. GRILLE LOCATED ON EXTERIOR SOFFIT,INSTALL 1/2'X1/2'SCREEN BEHIND W Z 20'X13-1/2"SA(OUTSIDE DUCT DIMENSIONS). SUPPLY DUCT BRANCH TAPS TO TO EF-5(LOCATED ABOVE OR11). SEE SHEET M2.2 FOR LOCATION. ONCE PAST THE DROP TAP,FOR BOTH THE SUPPLY AND RETURN DUCTS. GRILLE. SEE ARCHITECTURAL PLANS FOR SOFFIT CONFIGURATION. U H PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, BE HIGH EFFICIENCY TYPE TAPERED TAPS OFF MAIN SUPPLY DROP. FULL SIZE w W O REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM W co Z � RETURN AIR DROP FOR ROOFTOP UNIT WITH 1/2'ACOUSTICAL LINER, 11. FIVE INCH CONNECTING DUCT. PROVIDE AND INSTALL DUCT MOUNTED BACK 22. INSTALL 8"XB"SLEEVE CONTINUOUS THROUGH WALL-,12"AFT TO BOTTOM OF 2. CONDENSATE PIPING BY PLUMBING CONTRACTOR,SEE SHEET P2.2 FOR OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. U) 2'00 -j �- � 31-i/2"X13-1/2"(OUTSIDE DUCT DIMENSIONS). RETURN DUCT BRANCH TAPS DRAFT DAMPER WITH FOAM SEAL EXTERNAL TO EXHAUST FAN,EVEN IF EXHAUST GRILLE. INSTALL GRILLE ON BOTH SIDES OF WALL. CONDENSATE PIPING. � H 00 � � G2 A11 SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. TO BE HIGH EFFICIENCY TYPE,TAPERED TAPS OFF OF MAIN RETURN DROP. FAN HAS A BACKDRAFT DAMPER. U p 0- M 2 23. TEMPERATURE CONTROLLER AND DIRTY FILTER ALARM LOCATION FOR AHU-1. 3. VENT AND COMBUSTION AIR PIPE FROM DUCT FURNACE. ROUTE TO F- yo 2. TOP OF RETURN GRILLE TO BE AT 11'AFF. 12. 7"0 EXHAUST AIR DUCT UP THROUGH ROOF. REFER TO CONTROL SEQUENCE ON SHEET M3.1. CONCENTRIC ADAPTOR AND VENT THROUGH THE ROOF,PER MANUFACTURERS W 1n U O C9 REQUIREMENTS. SEAL THE ROOF WITH A TEMPERATURE RATED DEK-TTTE. �J O 3. SUPPLY GRILLE LOCATED ON BOTTOM OF SOFFIT,(5)GRILLES SPACED 45"DC, 13. 6'0 EXHAUST AIR DUCT UP THROUGH ROOF. 24. HUMIDISTAT LOCATION. HUMIDISTAT DIRECTLY CONTROLS THE HUMIDIFIER,REFER - U J J Z TO HUMIDIFIER SCHEDULE ON SHEET M3.0. 4. MECHANICAL PENTHOUSE FLOOR SLOPES APPROXIMATELY 1/4"FOOT. INSTALL Q W O STARTING APPROXIMATELY 9"FROM THE WEST WALL SEE DETAIL 7,SHEET Ir O LL ' M4.0. 14. BOTTOM OF RETURN GRILLE TO BE 8"AFF. ALL COMPONENTS AND DUCTWORK LEVEL W -1 Z U �i 25. INSTALL CEILING STATIC PRESSURE PORT FOR CONTROL OF THE N- Q � 4. SUPPLY GRILLE LOCATED ON TOP OF SOFFIT,THESE(3)GRILLES LOCATED 15. OUTDOOR UNIT ON ROOF,RUN LINE SET FROM INDOOR UNIT TO OUTDOOR UNIT. CORRESPONDING ROOFTOP UNIT MODULATING POWER EXHAUSTER. 5. INSTALL CONTINUOUS WOODEN LEVELING RAIL ALONG LOW SIDE OF AHU-1, O U e Q DIRECTLY ABOVE THE(3)CENTRAL GRILLES OF THE LOWER SOFFIT. SEE SEE DETAIL 4 ON SHEET M4.0,FOR LINE SET THROUGH ROOF. SUSPEND 26. THIS TRANSFER TO BE BALANCED BY THE AIR BALANCE CONTRACTOR,REFER TO ATTACHIWASHER. TO THE EW EFLOOR ACH WITH OF THE LAG AIR SCREWS HANDLER 18-O THE FLOOR LEVELING A FLAT ~ Z) 1 DETAIL 7,SHEET M4.0. INDOOR UNIT IU-2 FROM STRUCTURE ABOVE,USING VIBRATION ISOLATORS. BALANCING SPEC ON SHEET MO.0. RAIL WITH SCR LAG SCREWS OF THE MC.WITH A FIAT WASHER. DRILL A PILOT ' DUCTWORK INSULATION NOTES: 5. TRANSITION TO 12"X14',TURN UP INTO VERTICAL CHASE,RISE UP TO 16. 10"0 EXHAUST VENT UP THROUGH ROOF. FAN TO START BY LINE VOLTAGE HOLE FOR ALL LAG SCREWS. REVISIONS ('� f -�,,,� HORIZONTAL SOFFIT. COOUNG STAT. INTAKE LOUVER DAMPER TO BE WIRED TO FAN TO OPEN WHEN -1'�Sr� OVA•T�*-- iP�� NO. REMARKS Z M = FAN IS ON. TT�� ` 6. REFRIGERANT LINES DOWN THROUGH FLOOR. SEAL FLOOR PENETRATION AIR 11 ALL SUPPLY AND RETURN FOR RTU-1 AND RTU-2 TO BE LINED WITH 1/2' • TIGHT. ROUTE REFRIGERANT LINES BELOW THE ROOF DECK TO THE 10 PLAN CHECK&COORD. ACOUSTICAL LINER E THE DROPS AND MINIMUM 2 PAST THE DROPS. THE 6. 36'X18"SUPPLY AND 42'X18"RETURN AIR DUCT DOWN FROM MECHANICAL 17. DIFFERENTIAL PRESSURE SENSOR TO CONTROL AHU-1 EXHAUST FAN,REFER TO CONDENSING UNIT,REFER TO ROOF PLAN. U PENTHOUSE ABOVE AND ROUTED BETWEEN TRUSSES. ALL SUPPLY AND RETURN CONTROL SEQUENCE ON M3.1. REMAINDER OF THE SUPPLY DUCTWORK TO BE WRAPPED WITH 1-1/2' DUCT BRANCH TAPS TO BE HIGH EFFICIENCY TYPE TAPERED TAPS OFF THE 7. BACKDRAFT DAMPER WITH ADJUSTABLE COUNTER BALANCE WEGHTS. PROVIDE DUCTWRAP INSULATION. DROPS FROM THE PENTHOUSE. 18. INSTALL BOTTOM OF LOUVER 12"ABOVE DOOR. INSTALL SLEEVE THROUGH THE ACCESS TO THE WEIGHTS. Q 9 12 NO LINER TO BE USED IN THE AHU-1 DUCTWORK. ALL SUPPLY DUCTWORK, 7. 31'X11'SUPPLY AIR AND 38'X71"RETURN AIR PLENUM BOTH WITH 1/2' WALL WITH A 120V MOTORIZED DAMPER. WIRE DAMPER TO OPEN WHEN EF-6 8. INSTALL MAGNEHELIC GAGE ACROSS THE PRE-FILTERS,REFER TO AHU-1 Al LL INCLUDING DUCTWORK IN THE MECHANICAL PENTHOUSE TO BE WRAPPED WITH IS ON,AND REMAIN CLOSED WHEN FAN IS OFF. o ACOUSTICAL LINER. WRAP THE REMAINDER OF THE SUPPLY AIR WITH 1-1/2" SCHEDULE ON SHEET M3.1. CHECKED GE e a 1-1/2'DUCTWRAP INSULATION. OUTSIDE AIR DUCT TO BE WRAPPED WITH DUCT WRAP INSULATION. ------- W d 1-1/2"DUCTWRAP INSULATION. 19. (2)FLEX DUCT CONNECTIONS FROM EACH OF THE'OR ROOM'DUCT RUN OUTS. DATE 6-13-1s FLEX DUCT CONNECTIONS ON BOTH TAPS OF THE DUCT RUN OUT TO BE � B. 6"0 OUTSIDE AIR DUCT UP THROUGH ROOF. WRAP WITH 1-1/2-DUCT WRAP IDENTICAL IN LENGTHS. THE BRANCH RUN OUT TO BE AIR BALANCED TO THE DRAWN TM C/ INSULATION. SUM OF THE(2)GRILLES SERVED BY THE RUN OUT. T� JOB NO. 16010 9. 10"XIO'EXHAUST AIR DUCT WITH 1/2-ACOUSTICAL LINER UP THROUGH ROOF 20. INSTALL FIRE DAMPER IN DUCTS CROSSING FIRE RATED WALL. INSTALL DUCT B N G I N S E R I N G TO EF-4(LOCATED ABOVE LOCKER HALL). SEE SHEET M2.2 FOR LOCATION. ACCESS-OUR TO EACH FIRE DAMPER. FIRE DAMPER SHOWN - - SHEET NUMBER Nhnd �,„3642 .,sle1�,3 M2. 1 COMBINED FOR DRAWING CLARITY. Me�a�a�malsaz pn2u8-28a2181 fz.28�2-2182 p j« inc�in7oe e GENERAL NOTES: y 2.9 a� 4 ) 5 6 G1 CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, » REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. i G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. ' N+ 01 ..... \ A.1 - _.. —-— _ - — _ KEYED NOTES 1. EXHAUST VENT UP THROUGH ROOF,PROVIDE AND INSTALL WITH SHUR VENT 0 CAP. -: R m 0, I a 2. OUTSIDE AIR DUCT UP THROUGH ROOF,PROVIDE AND INSTALL WITH SHUR VENT I 4 EF IYP. � I �� CAP. 4 1 3. REFRIGERANT LINES UP THROUGH ROOF FROM AHU-1. VERIFY REQUIRED 1 DISTANCE BETWEEN SUCTION AND UQUID LINE ROOF PENETRATIONS WITH ILL) ROOFING CONTRACTOR TO ALLOW HIM TO FLASH AND SEAL THESE ROOF fi a �.� PENETRATIONS. 5 i / EF g RTU 2 OU �^ dkn� r a w �a 1 pU a ............. U �+� n it 4.0 117 N CU m a 1 w�F o RTU it , CONSULTANT STAMP l\ 62520 9 �I 3 4.0 o��arF OF A E�'� 11 i b/13/Ib I I i U I ARCHITECT STAMP I I •,/ I I M+ �i 2.`81 I I w + Z w F- 2 w z wo 1 HVAC ROOF PLAN® �co g ;° f SCALE 1/8' 1'-0' U)00 M 2 a o NORTH w Tn Tn LL CO - 0-1 O UQ O Z O ILL O Lli U � o� > U y D e REVISIONS F- NO. REMARKS Z U inQq PLAN CHECK&COORO. O Al 0 O Al i CHECKED GE 0 12 DATE 6-13-,B u e � DRAWN TM U) U JOB NO. 16010 ENGINEERING SHEET NUMBER 44f1 Ea51 Corpnate nr.,Ste.]03 M2.2 Meri li.,�ID 8J692 ph 21-8R-21R1 f-211R-2RF2182 �,ojrcl InCHefo.'1 I i FILTER HOUSING SCHEDULE EXHAUST FAN SCHEDULE EQUIPMEN CABINET CABINET FILTER FILTE MAXPRESSURE STATIC MOTOR EQUIPMENT C LOCATION SERVICE FILTER SIZE EFFICIENCY DROP("WC) MFG'R MODEL NOTES SERVES TYPE CFM PRESSURE(I SONES CONTROL MANUFACTURER MODEL NOTES m T NO. WIDTH HEIGHT QUANTITY THICKNERSS CLEAN No. W.G.) WATTS HP VOLT/PH/HZ E MECHANICAL 1 KOCH MULTI-PLEAT FH-1 AHU-1 40" 40" 4 20"X 20" 4" MERV 13 0.15" 3 EF-1 RESTROOM 303 CEILING 50 0.25 10.2 -- 120/1/60 <i ON WITH HALLWAY LTS PANASONIC FV-05-11VK1 1 PENTHOUSE FILTER GREEN 13 Y ALTERNATE MANUFACTURERS:CAMEL,DANFORTH,AAF EF-2 RESTROOM 114 CEILING 50 0.25 10.2 -- 120/1/60 <1 ON WITH HALLWAY LTS PANASONIC FV-05-11VK1 1 NOTES: m m N N 1.FILTERSIDE&DOWNSTREAM NEOPRENESEALS. N w 2.51 DEACCESS DOORS,GASKETED DOOR PERIMETER&END OF FILTERTRACK. EF-3 RESTROOM 120 CEILING 50 0.25 10.2 -- 120/1/60 <1 ON WITH HALLWAY LTS PANASONIC FV-05-11VK3 1 { a o 3.PROVIDE 2 EXTRA SETS OF AIR FILTERS.(1 SET TO BE INSTALLED BYTHE AIR BALANCING CONTRACTOR ATTHE START OF THE AIR BALANCE,AND THE SECOND SET TO BE rn m EF-4 LOCKER ROOMS ROOF DOWN BLAST 350 0.4 100 -- 120/1/60 <7 ON WITH HALLWAY LTS PENNBARRY DX11R 1,2,4 CL m PROVIDED TO THE OWNER). a N i N w SOILED UTILITY,JAN.CL., 1 EF-5 ROOF DOWN BLAST 300 0.5 100 •" 120/1/60 <7 CONTINUOUS PENNBARRY DX11R O- x SOILED HOLDING N aF �it ROOFTOP PACKAGED UNIT SCHEDULE EF-6 COMPRESSOR ROOM CEILING 420 0.2 75 120/1/60 <5 COOLING T•STAT PENNBARRY Z105 2,3 L< a° ELECTRICAL EF-7 STAFF LOUNGE CEILING 80 0.25 10.2 -- 120/1/60 <1 MANUAL WALL SWITCH PANASONIC FV-05-11VK1 COOLING HEATING ¢'w EQUIPMENT AREA NOM. SUPPLY OUTSIDE E.S.P. UNIT FAN HP WEIGHT x L MFG'R MODEL NOTES NO. SERVED TONS AIR(CFM) AIR(CFM) (IN.WC) INPUT OUTPUT LBS SEER TOTAL MBH (MBH) (MBH) VOLT/PH/HZ MCA MOCP PPLY ALTERNATE MANUFACTURERS:FANTECH,GRFENHECK,COOK, OVENT,CARNES 1I NOTES; RTU-1 PRE AND 5 1,990 375 0.7 15.6 53.5 50/72 41/56 208/60/3 32 40 1.5 785 Carrier 48HCDA06E2A5-OB000 1-7 S.FAN SHALL OPERATE WHENEVER ADJACENT HALLWAY LIGHTS ARE ON. m ' POSTOP 2.FURNISH WITH SPEED CONTROLTO BE MOUNTED WITH FAN. srt:s<.rtr ni RTU-2 WAITING/ 4 1,600 200 0.7 15.6 43.7 50/72 41/56 208/60/3 27 35 1.0 775 Carrier 48HCDA05E2A5-OB000 1-7 3.FURN ISH WITH U N E VOLTAGE COOLING THERMOSTAT-HON EYWELL T651A3018 OR EQUAL.SET TO TURN FAN ON WHEN TEMPERATURE I N ROOM RISES TO 85 F. LOCKER 4.AIR FLOW SPECIFIED IS FOR AIR BALANCING.FAN SHALL HAVE CAPACITY TO SUPPLY 20%MDR E AIRFLOW THAN SHOWN AT SPECIFIED STATIC PRESSURE. _.. ALTERNATE MANUFACTURERS:DAIKIN,LENNOX,TRANE,AAON,YORK. NOTES: ELECTRIC COVE HEATER SCHEDULE 1.COOLING CONDITIONS-75/58 DB/WB EAT,105 DB OAT. - "r 2,TWOSTAGEGAS HEAT-LOW/HIGH. 3.PROVIDEWITH SINGLE STAGE SCROLL COMPRESSOR. EQUIPMENT NOMINAL HEATER w 4.PROVIDE WITH FACTORY OR FIELD INSTALLED COMBINATION TEMPERATURE CONTROLLED ECONOMIZER WITH MODULATING POWER EXHAUSTER,WITH ROOM SENSOR,CAPABLE OF MODULATING OFF AREA SERVED WEIGHT MANUFACTURER MODEL NOTES - a DIFFERENTIAL PRESSURE TO MAINTAIN NEUTRAL BUILDING PRESSURE. NO. LENGTH a:VOLT/PH/HZ WATTS AMPS 1 U ^� 6� i S.PROVIDE AL/CU COILS,14"CURB,2"MERV 8FILTERS,FLUE EXTENDER AND HONEYWELL TH8320R THERMOSTAT WITH TIME OF DAY TERMINALWIRED TO ECONOMIZER CONTROLTO CLOSE OUTSIDE AIR to N< zog "CH-1 MALE LOCKER 47 120/1/60 600 5.0 6lbs QMARK RCC6012C 1,3 ma rii DAMPER DURING UNOCCUPIED TIME PERIODS. Iri a 6.CAPACITIES SHOWN ARE AT 4,000 FT.ELEVATION. 7.PROVIDE 2 EXTRA SETS OF AIR FILTERS.(1 SETTO BE INSTALLED BY THE AIR BALANCING CONTRACTOR AT THE START OF THE AIR BALANCE,AND THE SECOND SET TO BE PROVIDED TO THE OWNER). CH-2 FEMALE LOCKER I., 120/1/60 450 3.7 41bs QMARK RCC4512C 1,3 >€� O LLj✓,a �p� V,1V CH-3 MENSSHOWER 34" 120/1/60 450 3.7 4lbs QUARK RCC4512C 1,3 CONSULTANT STAMP HUMIDIFIER SCHEDULE _ „�Tr ^ C� CH-4 WOMENS SHOWER I.. 120/1/60 450 3.7 416s QUARK RCC4512C 1,3 Q��69QOI�K x ` '�R �f7' laj CH-5 COMPRESSORROOM 47" 120/1/60 600 5.0 61bs QMARK RCC6012C L,2 � Q�EQUIPMEN LES/HR MANIFOLD ELECTRICAL CH-6 RECEIVING ROOM 34" 120/1/60 450 3.7 41bs QMARK RCC4512C V `" T NO. LOCATION SERVICE STEAM CFM DUCTSIZE POSITION MFG'R MODEL NOTES (� (/ IV !v VOLT/PH/HZ MCA MOCP j `(N 4ti CH-7 H.0 TOILET I.. 120/1/60 450 3.7 4165 QUARK RCC4512C `CNN AFE H-1 MECHANICAL AHU-1 20 5,000 36"X 18" HORIZONTAL 208/3/60 21.1 30 NORTEC EL-20 1,2,3 6113/16 ` PENTHOUSE Q ALTERNATE MANUFACTURERS:--BERKO,BRASCH,INDEECO. ARCHITECT STAMP ALTERNATE MANUFACTURERS:--LIEBERT,HERRMIDIFIER-TRION 1 NOTES: NOTES: 1.FURNISH WITH END CAPS AND MOUNTING BRACKET. 1.REPLACEABLE CARTRIDGE TYPE STEAM HUMIDIFIER FURNISHED WITH DIGITAL MODULATING WALL MOUNTED CONTROL HUMIDISTAT,AIR PROVING SWITCH,ANALOG 2.FURNISH WITH INTEGRAL THERMOSTAT-QMARK RCCT OR EQUAL. HIGH LIMIT HUMIDISTAT AND FOAM DETECTION KIT. 3.FURNISH WITH REMOTE WALL MOUNT LINE VOLTAGE THERMOSTAT. - DUCT PER MAN UFACTURER'S INSTRUCTIONS. 3.MOUNT HUMIDISTAT IN THE CLEAN UTILITY ROOM,REFER TO M2.1. Q Q GAS FIRED DUCT HEATER SCHEDULE LOUVER SCHEDULE EQUIPMENT INPUT OUTPUT NOMINAL MAX ELECTRICAL WEIGHT NO. LOCATION SERVICE (MBH) (MBH) A.F.U.E. CFM PRESSURE LBS MANUFACTURER MODEL NOTES EQUIPMENT FREEAREA(SQ. THICKNESSOF BIRD MANUFACTURE DROP("WC)VOLT/PH/HZ MCA MOCP NO LOCATION SERVICE WIDTH HEIGHT FT) FRAME MATERIAL SCREEN R MODEL NOTES _ / DH-1 MEC°HU AHU-1 200/1Do 160/80 80 5,000 0.3 115/60/1 <2 15 190 MODINE DFS200 1,2,3 L-1 MECH/ELEC INTAKE 14 16 0.55 W. ALUM. X NCA XAD-4-45 1,2,3 1 ALTERNATE MANUFACTURERS:--REZNOR,STERLING,TRANE L-2 PENTHOUSE EXHAUST 24 24 1.77 4" ALUM. X NCA XAD-4-45 1,2 NOTES: 1.NATURALGAS,EQUIP FOR INSTALLATION AT4,000'ELEVATION. ALTERNATE MANUFACTURERS:RUSKIN,LOUVERS&DAMPERS,GREENHECK 2.FURNISH SEPARATED COMBUSTION,TWO-STAGE UNIT WITH 120/24VAC 40VA CONTROL TRANSFORMER,ADJUSTABLE DIFFERENTIAL AIR FLOW PROVING SYSTEM,MANUAL RESET HIGH LIMIT,AND Q' NOTES: VERTICAL CONCENTRIC VENT KIT.PREPARE AND PAINT ALL SURFACES OF CONCENTRIC VENT KIT VISIBLE ABOVE THE ROOF WITH HIGH TEMPERTURE PRIMER AND DELIVER TO GENERAL CONTRACTOR FOR Lu 1.FURNISH WITH FLANGED FRAME&INSECTSCREEN. PAINTING TO MATCH ROOF COLOR. Z 2.PROVIDE IN COLOR FROM MANUFACTURER'S STANDARD COLOR CHART,COLOR TO BE SELECTED BY ARCITECT. 3.VERIFY CONTROL ACCESS SIDE PRIOR TO ORDERING. w 3.FURNISH WITH DAMPER(BLADE AND IAMB SEALS)AND 120 VAC MOTORIZED TWO POSITION SPRING CLOSED DAMPER.INSTALL IN SLEEVE THRU WALL WITH UNIT BOTTOM 12"ABOVE TOP OF DOOR. U = 14 DAMPER TO OPEN WHEN EXHAUST FAN EF-61S TURNED ON BY THE LINE VOLTAGE COOLING THERMOSTAT. Ql } ELECTRIC WALL HEATER SCHEDULE w ° DUCTLESS SPLIT SYSTEM SCHEDULE HEATER W- LU o a EQUIPMENT 1n AREA SERVED CFM WEIGHT MANUFACTURER MODEL NOTES = W co lL EQUIPMENTNO. COOLING HEATING OUTSIDE ELECTRICAL(INDOOR UNIT) ELECTRICAL(OUTDOOR UNIT) WEIGHT WEIGHT INDOOR UNIT OUTDOORUNIT NO VOLT/PH/HZ WATTS AMPS > u)0 M 2 AREA SERVED (OUTDOOR NOTES MECHANICAL > F OI OUTDOOR INDOOR AIR(CFM) VOLT/PH/ (INDOOR UNIT) MANUFACTURE EWH-1 245 208/1/60 2,000 9.6 41 MARKEL F3422T 1 ui 07 U) w (O (BTUH) SEER (BTUH) HSPF MCA MOCIP HZ MCA MOCP VOLT/PH/H2 UNIT) R STYLE MODEL MANUFACTURER MODEL Q PENTHOUSE J = J Z OU-1 -- ELECT/IT 18,000 18 -- -- -- -- -- -- 15.5 20 206/1/60 -- 97 -- -- -- DAIKIN RKN18KEVJU 1,2,6,7 0< U) 4 ALTERNATE MANUFACTURERS:QUARK,CHROMALOX,MARLEY,KING,INDEECO J O m Ll( _ OI NOTES: N Z Q c -- IU-1 ELECTAT -- -- -- -- -- 1.2 15 208/1/60 -- -- -- 27 -- DAIKIN WALLUNIT MN18KVJU -- -- 3,8 1.P ROVI DE WITH MAN UFACTURER'S RECESSED WALL MOUNT KIT AN D I NTEGRAL THERMOSTAT. > C:) = U 8 s CONSULT,YAG LASER, 5 OU-2 18,000 17.5 20,000 10.6 -- 16.5 20 208/1/60 -- 150 -- -- -- DAIKIN RZQ18PVJU9 1,2 Z' -- -- -- -- L. RN DIRECTOR DAWN F- IU-2 1.6 15 208/1/60 NO.REVIS REMARKS Z -- -- -- -- 50 -- -- -- &1 -- IKIN DUCTED -- -- 4,5,8 U)E UNIT FBQ18PV1U u 10 PLAN CHECK&COOOD. O w ALTERNATE MANUFACTURERS:—CARRIER,MITSUBISHI,PANASONIC NOTES: -- 4 1.COOLING CAPACITY ATARI CONDITIONS WITH INDOOR UNITS SHOWN. ----- O M 9" 2.OUTDOOR UNITTO BE SUPPORTED ON BIG FOOT SYSTEMS P/N RMS24 OR APPROVED EQUAL. 4 LL 3.INDOOR UNIT CONNECTED TO OUTDOOR UNIT,ELECTRICAL REQUIREMENTS ARE COMBINED LOADS. CHECKED GE 0 4.INDOOR UNITAND OUTDOOR UNIT REQUIRE SEPARATE ELECTRICAL FEEDS,PROVIDE CONTROLWIRING BETWEEN INDOOR AND OUTDOOR UNITS. - w DATE 8.13.18 5.PROVIDE WITH HARD WIRED THERMOSTAT. a ti 6.CONTRACTOR MAY FURNISH HEAT PUMP IN PLACE OF A/C ONLY UNIT. DRAWN TM (n 7.PROVIDE UNITWITH LOW AMBIENT ACCESSORIES TO PROVIDE COOLING DOWN TO OE F. 'C JOB NO. 18010 U o m 8.PROVIDE 2 EXTRA SETS OF AIR FILTERS.(1 SET TO BE INSTALLED BY THE Al R BALANCING CONTRACTOR ATTHE START OF THE AIR BALANCE,AND THE SECOND SET TO BE PROVIDED TO THE OWNE ). G N G I2y IR ING SHEET NUMBER g ph n n.leD.51.1m M 3.0 Mandan ID N3E42 Ph 3U&2NN-21N1 fox 211X-2HN-21fl2 pWl�x't 1nEHMU3 , M� � I +. INDOOR AIR HANDLER UNIT & SPLIT A/C SCHEDULE MAIN BLOWER' COOLING' EXHAUSTBLOWER' OUTSIDE AIR CFM' WEIGHT(LBS) INDOORUNIT OUTDOORUNIT EQUIPMENT AREA NOM. SUPPLY E.S.P. E1WAU5T NO. SERVED TONS AIR(CFM) (IN.WQ SUPPLY ELECTRICAL-INDOOR COOLING COIL ELECTRICAL-OUTDOOR(CU-1) EXHAUST ESP(IN BLOWER ELECTRICAL-INDOOR FILTERS INDOOR OUTDOOR NOTES SENSIBLE AIR(CFM) WC) OCCUPIED UNOCCUPIED UNIT UNIT MFG'R MODEL MFG'R MODEL HP VOLT/PH/HZ MCA MOCP COILPOSITION COOLING EER VOLT/PH/HZ MCA MOCP HP VOLT/PH/HZ MCA MOCP REFER TO CONTROL u AHU-1&CU-1 OR AREA 10 5,000 1.15 71/2 208/3/60 2Z.2 30 HORIZONTAL 121,000 11 208/3/60 62 80 900 0.2" 1 208/3/60 6.1 15 2"MERV8 905 SEQUENCE 2,300 2,000 DAIKIN CAHOlOGDAM T51 20AOLD10 1-15 Z a N m ALTERNATE MANUFACTURERS:LENNOX,TRANE,AAON,YORK. 1i1 0 NOTES: 1.ESP BASED ON CLEAN FILTERS,THE SUPPLY FAN TO BE PROVIDED WITH A VFD AND SIZED TO DELIVER THE SPECIFIED CFM ATAN ADDITIONAL 1.0"WC LOADING OF THE AIR FILTERS. U< 2.COOLING COIL ENTERING AIR CONDITIONS-71/55 DB/WB EAT,105 DB OAT. CONDENSING UNIT PROVIDED WITH 2 COMPRESSORS TO PROVIDE STAGING,THE FIRST COMPRESSOR TO BEA VARIABLE CAPACITY COMPRESSOR,AND THE SECOND TO BEA FIXED CAPACITY. 0 w 3.EXHAUST FAN TO BE PROVIDED WITH A VFD TO MAINTAIN DIFFERENTIAL PRESSURE IN THE SPACE. N u 4.OUTSIDEAIR DAMPER TO BE MOTORIZED 2-POSITION FOR OCCUPIED AND UNOCCUPIED FRESH AIR CFM'S,(NOTE UNOCCUPIED IS NOT 100%CLOSED). N w a� 5.HEATING PROVIDED WITH EXTERNAL DUCT FURNACE,SEE ATTACHED SCHEDULE. 6.PROVIDE WITH A RETURN AIR SMOKE DETECTOR FOR UNIT SHUT DOWN.TIE-IN TO FIRE ALARM SYSTEM(IF APPLICABLE)BY THE FIRE ALARM CONTRACTOR. 0 w 7.CAPACITIES SHOWN ARE AT4,000 FT.ELEVATION. - U rc " 8.VERIFY ACCESS DOOR SIDE OF AIR HANDLER PRIOR TO ORDERING. &ROVIDE UNITWITH CONDENSATE OVER FLOW PROTECTION SHUTDOWN SWITCH. 10.SUPPORT CONDENSING UNITWITH BIG FOOT SYSTEMS PART NO.VRF3000,OR APPROVED EQUAL a w 11.PROVIDE MAGNEHELIC GAGE(0"-1")ACROSS THE FILTERS. f' 12.PROVIDE 2 EXTRA SETS OF AIR FILTERS.(1 SETTO BE INSTALLED BYTHE AIR BALANCING CONTRACTOR ATTHE START OF THE AIR BALANCE,ANDTHE SECOND SETTO BE PROVIDED TO THE OWNER). 13.ACCESS TO THE MECHANICAL ROOM IS THROUGH A SMALL ACCESS DOOR,ALL SECTIONS OF THE AIR HANDLER MUST FIT THROUGH THE ACCESS DOOR WITH THE ABILITY TO BE ASSEMBLED WITHIN THE ROOM.IT IS THE HVACCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL ASSEMBLY REQUIRED AND SIZING PRIOR TO ORDERING. ` 14.BOTH SUPPLY AND EXHAUST FANS TO BE SUPPORTED BY FRAMES WITH COMPLETE SPRING VIBRATION ISOLATION. 15.REFER TO THE CONTROL SEQUENCE ON M3.1 FOR FURTHER INFORMATION ON CONTROLLING ALL COMPONENTS OF THE AIR HANDLER. Al 0 AIR DISTRIBUTION DEVICES e' 200 CFM ° Q 1,2,AND 3-WAY AIR DEVICES ARE DETERMINED BY BLOCKED OFF SECTIONS ON THE DRAWINGS SYMBOL KEY: A.FIRSTAHU-1 SEQUENCE OF OPERATION SECOND LETTER:D-DIFFS-SUPPUSER, SER, -REGISTER, -TRA RILLE R-RETURN SECOND LETTER:0.DIFFUSER,R-REGISTER,G-GRILLE B.LEAD-IN DUCT SIZE,UNLESS NOTED OTHERWISE _ +4 i-w t-wwT s- C.CFM (0 ` Occupied mode of operation: 1. The AHU-1 supply air fan to be set to deliver 5,000 cfm at initial set-up through the fan's VFD control by the S1ZE MOUNTING MATERIAL V) �`g air balance contractor(refer to air balance spec on page MO.00).This is to establish the supply side base EQUIPMENT STYLE OBD MANUFACTURER MODEL NOTES >ma ZSE discharge static pressure.The supply fan VFD then to modulate to maintain this constant static pressure.The NO. LAY-IN HARD o -Ya, FACE NECK SIDEWALL DUCT FLOOR STEEL ALUMINUM s _ pressure sensor to be located just after the final filter housing and before the humidifier.The supply fan to 4 w 's o LLw run 24/7. SG-1 6x 6 6x 6 4-WAY DIFFUSER X -- -- -- X -- -- TUTTLE&BAILEY M 1,2 2. Temperature control to be by two temperature sensors with one located in each of the two OR rooms.These IN 24x24 PANEL CONSULTANT STAMP 4-WAY DIFFUSER V Of -- -- -- -- X -- -- TUTTLE&B M 1 2 temperature sensors to have room temperature display.Temperature control to respond to the average SG-2 9x 9 9x 9 X U BAILEY , the two temperature sensors.An override controller to be located in the Clean Utility room.This controller IN 24x DI PANEL 010NAL to have warmer/cooler buttons,and an unoccupied period override button.Warmer/cooler buttons to allow SG-3 6x 6 6x 6 4-WAY DIFFUSER x __ "" X -- -- TUTTLE&BAILEY M 1,2 act' t8Ti BEVELED FUSE Q +. 20 F adjustment up or down.Cooling to have a setpoint limit so that cooling cannot be set lower than 630 F. 2-WAY DIFFUSER ` Initial settings to be:Cooling 650 F,&Heating 630 F. SG-4 9 x 9 9 x 9 BEVELED FACE x "" "" X -- -- TUTTLE&BAILEY M 1,2,6 6252 3. Heat to be provided through the duct furnace that has a two stage heat output.On a call for heat b the OR C p g g p Y SG-5 12 x 12 12 x 12 4-WAY DIFFUSER x __ "- X -- -- TUTTLE&BAILEY M 1,2 a�9rF Sensors,the duct furnace to fire at low output. If after a low fire run time of 5 minutes,and the room BEVELED FACE F OF {� temperature is at 20 F below setpoint,the heating to go to high fire output. SG-6 SO z 6 __ ADJUSTABLE BLADE X -- -- -- -- X •- •• TUTTLE&BAILEY r6a 1,2 NN A E�� 4. Cooling to be provided through the air handler cooling coil and split condensing unit that has one variable DOUBLE DEFLECTION 6/I3/I6 capacity compressor and one fixed capacity compressor.On a call for Cooling by the OR sensors,the LS-1 2 x 22 -- LINEAR SLOT -- -- x -- -- -- x X TUTTLE&BAILEY 4000-B1 1,2,3 ARCHITECT STAMP condensing unit to start.The controller to provide a 1-5VDC signal to the condensing unit's controller. The signal to be provided at minimum capacity on initial call for cooling and modulate to be at 100%output at 21 LS-2 2 1/2 x 22 -- LINEAR SLOT -- -- X -- -- -- X X TUTTLE&BAILEY 4000-B1 1,2,3 ` above setpoint. 5. The AHU-1 exhaust fan to be controlled through the exhaust fan VFD.The VFD to be controlled by a SSG-1 24 x 48 __ CRITICAL X -- -- X -- -- TUTTLE&BAILEY TENSOR-P 114 +, differential pressure sensor located between the semi-restricted hall and the recovery area.The exhaust fan ENVIRONMENT, ` VFD to be set by the air balance contractor during the initial balancing procedure(refer to air balance Spec on SSG-2 24x 24 __ CRITICAL X -- -- X -- -- TUTTLE&BAILEY TENSOR-P 1,4 page M0.0)to maintain+0.02"w.c.positive pressure in the semi-restricted hall with respect to the recovery ENVIRONMENT, area.The fan to modulate up or down as required to maintain the positive pressure differential.The exhaust • fan to run 24/7.If the pressure differential is out of compliance+/-0.02"continuously for a run time of 5 1/2"xl/2"xl/2"GRID _ minutes,an alarm light to be located in the Clean Utility room to be initiated.The alarm indictor to be RG-1 lox 10 -- IN 24x24 PANEL X -- -- -- •• X -- TUTTLE&BAILEY CRE500 1,2 labeled as"OR room pressure fault". 6. The two-position outside air damper be open to the occupied position,set at 905 cfm to be set by the air RG-2 22 x 22 -- 1/2"xl/2"xl/2"GRID -- X -- -- -- -- X -- TUTTLE&BAILEY CRE500 1,2 balance contractor. 35°-3/4"SPACED ` 7. Differential pressure to be monitored between the Inlet side of the pre-filters in the air handler,and the RG-3 14 x 18 -- HORBAR X -- -- -- -- X -- -- TUTTLE&BAILEY T70D 1,2 discharge side of the final filters.The supply fan to ramp up to maintain the initial base static pressure as 35°-3/4"SPACED •°, established at initial start-up to compensate for air filter loading,up to 1.0"w.c,additional pressure loading RG-4 14x 14 -- HOR BAR X -- X -- -- X -- -- TUTTLE&BAILEY T70D 1,2 of the air filters.At an increase of 1.0"w.c.over the base static pressure,an alarm light located in Clean RG-5 14x 14 350-3/4"SPACED x X X TUTTLE&BAILEY T70D 1,2 Utility room to be initiated.The alarm indictor to be labeled as"Change AHU-1 Filters". -- HOR BAR -- -- -- -- -- 8. The humidifier to modulate to maintain room relative humidity setpoint with a digital humidistat located in RG-6 16x 16 __ 350-3/4"SPACED X -- -- X -- X TUTTLE&BAILEY T70D 1,2 the clean utility room.This system to be a stand alone system,maintaining the room relative humidity 24/7. HOR BAR This control provided as part of the humidifier,refer to humidifier schedule on M3.0. Initial set point to be RG-7 10x 30 __ 35°-3/4"SPACED X -- -- -- X -- -- TUTTLE&BAILEY T70D 1,2 w 40%RH. HOR BAR OSAG-1 20 x 20 __ 35°-3/4"SPACED _ X -- -- X -- -- TUTTLE&BAILEY T70D 1,2,5 Z Unoccupied mode of operation: HDR BAR ILL 1. The AHU-1 supply fan to be controlled exactly as called for in the occupied mode. U H 2. The unoccupied cooling setpoint to be 50 F warmer than the occupied room cooling setpoint,and the 1/2"xl/2"x1/2"GRID ••, unoccupied heating setpoint to be 51 F cooler than the occupied room heating setpoint. TG-1 12 x 12 -- X -- -- -- -- X -- TLITTLE&BAILEY CRE500 1,2 O IN 24x24 PANEL ` 3. The two-position outside air damper to close to a minimum outside air position to be set by the air balance IN 24x DIFFUSER W Z contractor.The actual minimum outside air to be determined by the air balance contractor during initial TG-2 9 x 9 9x 9 -- X -- -- -- x -- -- TUTTLE&BAILEY M 1,2 F z— IN24x24PANEL LU O start-up,and determined as the minimum outside air to allow the space to be maintained at 0.02"positive 35°-3/4"SPACED W Cl) fn CD v pressure by the pressure differential in the semi-restricted hall with respect to the recovery area.The TG-3 8 z 8 "' HOR BAR X -- -- -- -- x -- -- TUTTLE&BAILEY T70D 1,2 U) F 00Cl) UJI _J exhaust fan to modulate up or down as required to maintain the positive pressure differential at a reduced 350-3/4"SPACED U)a D 1 -- TUTTLE&BAILEY T70D 1,2 Ch u TG-4 30 z 30 -- X -- -- -- -- x -- — 2 ventilation rate of outside air. H R BAR H _ Q I 4. The humidifier to continue to operate exactly as called for in occupied mode. 350-3/4"SPACED LU fn Tn ILU CD TG-5 lox 30 -- -- x -- -- -- X -- -- TUTTLE&BAILEY T70D 1,2 J = o S. Activation of the override button by either OR room,to return the system to occupied mode of operation HOR BAR U J U Z l/2" until the next occupied period. - TUTTLE&BAILEY CRE500 1,2 O Lai EG-1 22 x 10 -- 1/2"x1/2"z GRID -- X -- -- -- -- X - Ll.l J U OI Control Components: 1/2"xi/2"xl/2"GRID Z 4 `u EG-2 8 x 8 -- -- x -- -- -- -- X -- TUTTLE&BAILEY CRE500 1,2 O (� 1. Control components to be determined on a design build concept,to meet the sequences as called for above. IN 24x24 PANEL ILO _ z " 2. Main controller to be located in the penthouse mechanical room. - TUTTLE&BAILEY CRE500 1,2 EG-3 8x8 -- 1/2"xl/2"xl/2"GRID -- -- x -- -- -- X - REVISIONS ~ a Commissioning: f) 1. Verify all sequences of operation,during start-up. ALTERNATE MANUFACTURERS:TITUS,PRICE,METAL-AIRE,NAILOR,CARNES,KRUEGER,TUTTLE&BAILEY NO. REMARKS Z GENERAL NOTES: ci 2. Provide owner or owner's representative,training on the operation of the control system. 1 PLAN CHECK Is COORD. O 3. Provide in the o&m manual a written sign off sheet,showing time of day changeovers and setpoints as 1.FINISH TO BE MODEL'S STANDARD WHITE FINISH. 2.PAINT INSIDE OF DUCT"FLAT BLACK". provided by the owner,signatures of owner's trained personnel,and signature of verification that sequences ° Of Operating correctly by the Start-Up technician. 3.15 DEFLECTION-VW BARS 0011/2"SPACING,PROVIDE AS SURFACE MOUNT WITH SCREW HOLES. 4.PROVIDE AS SUBPLENUM MODEL WITH DISTRIBUTION BAFFLE. LL 4 O 9 5.PROVIDE IN COLOR FROM MAN UFACTURER'S STANDARD COLOR CHART,COLOR TO BE SELECTED BY ARCITECT. +"a Notes: 6.PROVIDE AS 2-WAY CORNER-DIAGONAL. CHECKED GE 0 A. Low voltage wiring and components provided and installed by HVAC/controls contractor and low voltage DA7E 8-13-t8 LLl conduit by electrical contractor,refer to electrical sheets. DRAwN U 78010 U) � IV G I N S E R I N G SHEET NUMBER 4 P`xCorpor k Dr.,fife.103 Me di..ID83642 M3. 1 ph 2°8-288-2181 fax 2118.28 2182 P�dm 16EHM0] C +, N Y <- I PRE-FAB CURB ROOFTOP UNIT RAND DAMPER TYP.,UNLESS BY MANUFACTURER SHOWN AT AN ALTERNATE NON FUSED LOCATION GRILLE IS DISCONNECT ® ECONOMIZER HOOD CALLED OUTT WITH AN SWITCH .•� OPPOS DAMPER SUPPLY NAILER STRIP LENGTH )REP . DUCT i MANUAL GAS SEC RIGID INSULATION SHUT-OFFWIREVALVE SECURE FAN BASE TO 4'0 PVC WTIH LONG SWEEP STRU DRIP LEG ' .l. CURET120 LT ZPOWER CONVENIENCECURB MIN.2 LOCATIONS ELBOW TERMINATED AT A 45'ANGLE EACH SIDE AND ON 6' GSEAL OPENING WEATHERTITE. s FLASHING ui CENTERS FOR CURBS I STORM C LINESEf TO OUR100R UNIT € R001'TNGOVER 18'X18' PIPING FLASHING ROOF U BY ROOFING ii 0<PREFABRICATED, CONTRACTOR COLLAR OINSULATED FAN CURBCANT 5TRIP TO GASNMOUNT AND SECURE SUPPORT FLD(DUCT BEND WITH SUPPLY LANE ON WOOD NAILER. DRA1'WIDE SHEEP METAL STRAP ON ROOF 1 R LI WOOD NAILER WITH LEVELING S1RIP V ROOF CURB SEEBASE FLASHING SEALFLEX DUCT SIZE TO MATCH �' RETURN AIR DETAIL 2,THIS 0 _r W 8 0 w DIFFUSER NECK SIZE ""� �� SHEET :`.^ a" BUILT-UP ROOF M+ MINIMUM TWO POINTS OFy _ CONTROL WIRING SUPPLY AIR SUPPORT TO STRUCTURE,NO ( CONDENSATE d r 12' TO INDOOR u ' I PLUMBING TAPE ALLOWED THERMOSTAT DRAIN r- LINESEL TO INDOOR UNIT CEILING CEILING DIFFUSER BACKDRAFf DAMPER TO POWER SUPPLY "' P ROOF DECK m ROOF FAN I`40UNTIRG DETAIL LINESET THROUGH ROOF DETAIL TYPICAL DIFFUSER CONNECTION DETAIL 2 ROOF CURB DETAIL GAS RTU DOWNFLOW DETAIL SCALE:NTS SCALE:NTS 3 SCALE:NTS SCALE:NTS SCALE:NTS Y re J0 a ��d N, ma fs €b o a� r CONSULTANT STAMP � ATONAL • I LIE POWDER ACTUATED EXPANSION ST�� PIN(IF ALLOWED SHIELD 40 CFM d ? GA TYP.OF 4 BY CODE) CONCRETE WASHER N6252N of 4 SLAB BOTTOM CHORD OF STEEL JOIST STEEL BEAM ��BEAM M � `-`'� USE THIS METHOD WHENEVER DUCTS !� F OF • CONNECTING BOOT 1'X 16 CAN BE GROUPED TOGETHER 1/2'ALL A E GA STRAPS b/18/16 SHEEP METAL 1/2'ALL SEE PROJECT DRAWINGS THREAD ROD .r EXTERIOR WALL, K' SCREWS THREAD ROD FOR NUMBER&SIZE ARCHITECT STAMP SEE ARCHITECTURAL PLANS c �i 12'04'SA b DUCT DUCT-SEE DUCT DUCT DUCT zd PROJECT PLAN \ FOR SIZEL — c SINGLE RECTANGULAR DUCT MULTIPLE DUCT RUNS ON TRAPEZE HANGERS CONNECTING rs 2'X2'X3/16'ANGLE NM*DUCTS SHALL BE SUPPORTED CONNECTING BOOT �' (WHERE LENGTH OF ANGLE AT NOT LESS THAN 10FT.O.C. EXCEEDS 6FT.USE INTERMEDIATE SUPPORT) t .- O� WOOD BEAM DUCT RISER-SEE LS-1 PROJECT PANS FOR 110 CFM ... SIZE SIDES OF DUCT TYP.OF 5 X 1/8'ANGLE BOTH SHEET METAL SCREWS ' 1-1/2'X 1-1/2'X 1/8' SECURE STRAP ANGLE BOTH SIDES OF DUCT "• HANGERS TO FLOOR CURB SIUCTURE Ir � KEYED NOTFS: Oj TURN STRAP f .y 3 3'�BIN. L 't 1'X1B GAGE STRAP SHEET METAL 1. GRILLES SPACED 45'O.C. REFER TO M2.1 FOR LOCATION OF GRILLES HANGERS UP THRU SCREWS Z L. 30.0 1'X 1/8' SEAL HOLE AFTER / HOLE IN STRUCTURAL w >30'0 AT 10'O.C. DUCT INSTALLATION FLOOR () _ 1 DUCT-SEE PROJECT PER S.M.AC.N.A. DUCT RISER } ._.. PLANS FOR SIZE O SOUND DUCT RISER SUPPORT W Z DUCT IN WAITING ROOM SOFFIT DETAIL DUCT HANGER DETAIL � w E SCALE:NTS SCALE:NTS F-00 2 �- o"I W L'A J Q (fl UQLU F- Z O0 UL o 0 ui UI � o Z > U r hREVISIONS U) a NO. REMARKS z 0 1 PLAN CHECK&COORD, 0 ` U 9 4 u_ CHECKED GE 12 DATE 6.13.16 DRAWN TM U) 1 �I 08 NO. 16010 L N G 12V B R I N G SHEET NUMBER N t -& ID East rec,pan D5re.103 n w�.o ph 2D&282181 , fax 20&288-21B2 prolxt 16EHM03 ' ' m Y I.�-CIIANICAL PIMMI S' SPECEFICA T IOVS USED IN THIS o~osF�TT°"n�uaE.uoreJl�ns�svp.�^aiamt�:vwnF: r!,2Ck4ANlCf L P17K`.Ea LEGM PART 1 — GENERAL 1.5 DELIVERY, STORAGE. AND HANDLING -02- OXYGEN 1.1 GENERAL INTENT A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS, —MA— MEDICAL AIR I C' A. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND TYPES,GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. —WAGD— WASTE ANESTHETIC GAS DISPOSAL E EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, 8. ALL MECHANICAL EQUIPMENT AND MATERIAL fEMS SHALL BE PROTECTED FROM WEATHER AND r ,1 INSTAIATION AND RESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED —VA— MEDICAL VACUUM -.-}.-.n C' VANDALISM PRIOR TO ACTUAL INSTALLATION. FAN WHEELS,PUMPS AND OTHER ROTATING HEREIN. MACHINERY SHALL BE PERIODICALLY ROTATED DURING STORAGE ANY FACTORY PAINTED J� `I G B. SUBMISSION OF I PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A EQUIPMENT SCRATCHED OR MARRED DURING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED I THOROUGH EWJAINATION OF THE SITE,AND ALL EXISTING CONDITIONS AND LIMITATIONS WHICH AFFECT THIS WORN. LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED TO ORIGINAL,'NEW'CONDITION. THIS INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN NECESSARY TO PROVIDE EXACT PAINT MATCH. 111�*p7+[?dCVIA 1 I®NS C. MMIC 1En TIO US t0 is EXAMINATION. C. CONTRACTOR 5 RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE ivLL2.d'6 YIL V 1 � C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERAL CHARACTER,AND LOCATION OF THE IMMEDIATELY UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR WORK TO BE PERFORMED. WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR (�::_% 4' a: a° PURPOSES OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MAKE SUCH SHIPPING DAMAGE AND REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT AB,C. ABOVE CEILING KES KITCHEN EQUIPMENT SUPPLIER �� C ADJUSTMENTS WITH NO ADDED COMPENSATION. WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL ORQUNT' AFF ABOVE FINISHED FLOOR LPG LIQUIFIED PETROLEUM GAS 6 cs C v AESTHETIC DESIGN OF THE WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR RENEW 1.6 SEQUENCING AND SCHEDULING AV ACID VENT LWOO LOW WATER CUTOFF c m AND APPROVAL A COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR AW ACID WASTE MAX. MAXIMUM D. SITE UTILEITES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING _ F TO ORDERING OR FABRICATION OF ADJOINING WORK. i )]EL m SERVICES. COORDINATE WORK WITH THE SITE U CONTRACTOR TO ENSURE PROPER INVERT BG BELOW GRADE NG NATURAL BFF BELOW FINISHED FLOOR MIN. MINIMUM a GAS - ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE ANDD SEPARATION WITHIN TRENCH WORK. NOTIFY B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN CA COMPRESSED AIR (N) NEW ( -I WI C ARCHITECT OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) 3 - C E COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION. NOT ALL CONSTRUCTED. ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE C.I.N.H. CAST IRON NO HUB N.C. NORMALLY CLOSED(VALVE) it1,.m a u SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL MEET THE DURING PROGRESS OF CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. CA CLEMOUT OH OVER HEAD C Y REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND CFF GP FOR FIRURE POC POINT OF CONNECTION a w WORK. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. COORDINATE INSTALLATION OF LARGE CKV CHECWALVE (R) PIPE RISE _ F. SOME ITEMS CRANED IN THESE SPECIFICATIONS MAY NOT ACTUALLY BE REQUIRED M THIS WORK EQUIPMENT REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING. CW COLD WATER RIO ROUGH-IN ONLY ° h SCOPE THIS FACT DOES NOT RENDER THE REMAINING SPECIFICATIONS NULL,NOR DOES IT RELEVE D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND CX CONNECT TO EXISTING SNT. SHEET THE CONTRACTOR FROM COMPLYING WITH THESE SPECIFICATIONS AS THEY APPLY TO THE WORK OVERHEAD UTILITIES AND SERVICES. COMPLY WEIR REQUIREMENTS OF GOVERNING PIPE DROP $CAN SOFT COLD WATER Q "u DEFINED IN THE PROJECT DOCUMENTS. (D) 1.2 GENERAL COORDINATION REGULATIONS,FRANCHISED SERVICE COMPANIES,AND CONTROLLING AGENCIES. COORDINATE DN PIPE DROP TO NEXT LEVEL SOC SHUT OFF COCK(GAS) m A. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE,AND FULLY CONNECTION OF ELECTRICAL SERVICES. DEL. DETAIL SOV SHUT OFF VALVE N rya OPERATIONAL PIECE OF WORK IN ACCORDANCE WITH TRUE INTENT OF THE DRAWINGS AND E. PROVIDE IDENTIFICATION OF ALL EQUIPMENT. COORDINATE INSTALLATION OF IDENTIFYING (E) EXISTING TPL TRAP PRIMER LINE N SPECIFICATIONS DEVICES AFTER COMPLETING COVERING AND PAINTING WHERE DEVICES ARE APPLIED TO F FIRE SERVICE UG UNDERGROUND B. CONTRACTOR SHALL CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND SURFACES. INSTALL IDENTIFYING DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS AND FCO FLOOR CLFANOUT UP PIPE RISE TO NEXT LEVEL ' EQUIPMENT WALL FIT AS PLANNED. SIMILAR CONCEALMENT. FHD FOUNDATION DRAIN US UNDER SLAB C. THE LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC.,SHALL BE CHECKED TO ENSURE CLEARANCE FROM 1.7 PROJECT CLOSE—OUT GCO GRADE CLEANOUT UTR UP THRU ROOF OPENINGS,STRUCTURAL MEMBERS,CABINETS,LIGHTS,OUTLETS AND EQUIPMENT HAVING FIXED HW HOT WATER V VENT LOCATIONS. THIS SHALL BE ACCOMPLISHED PRIOR TO FABRICATION OF PIPE OR DUCTS. A. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN HOT WATER CIRCULATION VA VALVE D. IF,AT ANY TIME,AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE HWC INDIRECT WASTE VTR BECOMES NECESSARY DUE TO EXISTING OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON OWNER. CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO NEW INVERT ELEVATION W WASTE ROOF ANY OF THE PROJECT DRAWINGS AND SUCH CONFLICT COULD HAVE BEEN AVOIDED BY PROPER REPAIR OR REPLACE HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED IRR IRRIGATION WOO WALL CLEMOUT COORDINATION WHEN TRADES OR PROPER PRE-PLANNING OF WORK,SUCH REQUIRED CHANGES BY THIS REPLACEMENT. _ SHALL BE MADE BY THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON B. CONTRACTOR SHALL MAINTAIN A REDLINED SET OF CONSTRUCTION DRAWINGS SHOWING 1� ,p6� N N THE RECORD DRAWINGS. SHEET MEN E. PUNS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE DESIGN DEVIATIONS BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS. THESE SHALL BE TURNED w i DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT CONSTRUCTION AND OTHER DETAILS WHICH OVER TO THE OWNER AT ACCEPTANCE OF THE WORK. a _Q AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES FOR C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS. THESE ARE MPO.O MECHANICAL PIPING COVER SHEET MP2.1 MECHANICAL PIPING PLAN _ FINISH ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS TO INCLUDE ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE } m3 ACCESS DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A PROCEDURES,MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE M MANNER SATISFACTORY TO THE ARCHITECT. LETTER AND CONTACT INFORMATION.F. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLEANOUTS,COBS,ETC.)SO THAT THE CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIFT-UP D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS Of WATER AND AIR SYSTEMS AS APPLICABLE > ~� a TYPE COUNG NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK CONSULTANT STAMP UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PART 2 — PRODUCTS * PANELS PRIOR TO INSTALLATION. LONAI G. COUNG HEIGHTS: ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEILING HEIGHTS,WALLS,AND 2.1 PIPING MATERIALS AND FITTINGS COMPLY WITH CHAPTER CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION. WHERE OONFUCTS OCCUR,THE 5 OF CURRENT NFPA 99 ���pASTEoi ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK. LOCATION OF EXPOSED WORK ^ Q ' SUCH AS PIPING,VALVES,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED WORK. r T . ,XG EM 4 H. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY OF THE 2.2 PIPE JOINT CONSTRUCTION COMPLY WITH CHAPTER 5 OF �°-��''-�AI- EXEC n' V 1'k.a� 6QraQ BUILDING AS REWIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF CURRENT NFPA 99 (RE:ALL SHEETS) WORK. �•v--�': L INSTAL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND G1 COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'CLEARANCE FROM OUTSIDE AIR INTAKES. (F Tf DF REPAIR. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES 2,3VALVES COMPLY WITH CHAPTER 5 OF CURRENT G2 SITE UTILITIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. N°v A EV�� INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL J. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, A NFPA 99 COORDINATE WORK WITH THE SITE UTUTIES CONTRACTOR TO ENSURE PROPER INVERT ELEVATION,PIPE SLOPE 6/13/16 MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT OR ENGINEER OF ANY METHOD. DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. ARCHITECT STAMP K. PROVIDE ALL CUTTING AND PATCHING REWIRED FOR INSTALLATION OF THIS WORK. COORDINATE AL PART 3 — EXECUTION BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL 3.1 EXAMINATION COMPLY WITH CHAPTER 5 OF CURRENT G3 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLEMOUTS,COILS,ETC.)SO THAT THE CEILING Y (X)NIFRACTOR. SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFT-UP TYPE CEILING NOT 1.3 CODES. STANDARDS. PERMITS. AND FEES NFPA 99 BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY A. ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS NOTED ON THE DRAWINGS. ARCHITECT SHAIl APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO , WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. THOR INSTALLATION. PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN 3.2 GENERAL INSTALLATION COMPLY WITH CHAPTER 5 OF WRITING PRIOR TO SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE CURRENT NFPA 99 G4 PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.TO MAINTAIN THE WATERPROOF INTEGRITY OF THE BUILDING ENFORCED LAWS,CODES,OR REGULATIONS. IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO PS REWIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF WORK. SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,HE SHALL ASSUME FULL RESPONSIBILITY,AND 3.4 HANGING AND SUPPORTING COMPLY WITH CHAPTER 5 OF GS ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION MUST BE SHALL BEM ALL COSTS ASSOCIATED WITH BRINGING WORK INTO COMPLIANCE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUAINT OR CURRENT NFPA 99 HIGHER CAPACITY THAN REWIRED BY THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS G6 PROVIDE ALL CUTTING AND PATCHING REWIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL OF THE DRAWINGS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE BLOCKING,SUPPORT,ETC.NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERA CONTRACTOR. CODES AND STANDARDS. 3.5 ACCESS DOORS AND PANELS I& C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED A ARCHITECTURAL ACCESS DOORS OR PANELS COORDINATE REQUIREMENTS FOR ACCESS PANELS AND G7 THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED FOR FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. THIS SCOPE OF WORK ON THIS PROTECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL REQUIRED 1` REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE THIS CONTRACTOR SHUT PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. 1.4 SUBMITTALS AND SUBSTITUTIONS A. SUBMITTAL MATERIALS SHAH BE COMPLETE M EVER RESPECT AND SHALL C EARLY INDICATE 3.6 CLEANING. TESTING AND BALANCING COMPLY WITH GB CONTRACTOR FUS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPUNES EQUIPMENT FEATURES,DIMENSIONS,W.'DGH I PERFORMANCE CHARACTERISTICS,AND CAPACITIES. EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED SUCH CAPACITY AND PERFORMANCE CALCULATIONS SHALL R ADJUSTED CR TO INDICATE ACTUAL EQUIPMENT CHAPTER 5 OF CURRENT NFPA 99 PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRITING AND CONNECTING MECHANICAL AND PERFORMMCE AT THE PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN ELECTRICAL SUM ES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE ADJUSTED ONE MODEL OR SIZE OF EQUIPMENT SHALL BE MARKED WITH ARROWS OR OTHERWISE CLEARLY Q APPROPRIATELY. NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS INSCRIBED TO IDENTIFY THE ACTUAL EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL PROPOSED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES COMMISSIONING THE EQUIPMENT ARE SPECIFIED,TIRE - PARTS OF FEATURES SHALL ALSO BE CLEARLY IDENTIFIED. ALL SUBMITTED MATERIALS MUST BE CLEAR, EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND INGTHEEVI REQUIREMENTS.FTHORIGINAL CONTRACTOR IS COMPLETE,AND LEGIBLE ALL SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME; ESOLELY QUIPMENT IN ALL.�EFUBSTITIITED EQUIPMENT MEETING THE INTENT OF THE ORIGINAL DESIGNED MULTIPLE AND VARIED SUBMITTALS WILL BE REJECTED. B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED THROUGH AND REVIEWED BY THE CONTRACTOR. EREQUIREDTO K OF THIS SECTION INVOLVES ONLY THE PIPE,VALVES,FITTINGS,HANGERS AND OTHER ACCESSORIES �' W THE CONTRACTOR SHALL CHECK ALL SUBMITTALS FOR ADEQUATE IDENTIFICATION,CORRECTNESS,AND TO LINK EQUIPMENT SPECIFIED,SUPPLIED AND INSTALLED BY OTHERS.FINAL CONNECTION OF PIPING Z WCOMPLIANCE WITH CONTRACT DRAWINGS AID SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR AL GAS SUPPLY MMIPoLD,ZONE BOXES AND PATIENT TERMINALS IS BY OTHERS.CONNECTION TO SUBMITTALS THAT ARE REQUIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE GAS VACUUM PUMP IS BY THIS CONTRACTOR.ALL PERSONNEL INVOLVE IN THE INSTALLATION OFLUFORWARDED FOR REVIEW AFTER REVIEW MD APPROVAL BY THE CONTRACTOR. THESE'SHALL BE GAS AND VACUUM PIPING STWl HOLD THE CURRENT NTTC MEDICAL GAS INSTALLER CERTIFICATE RETURNED MD SHALL BE REVISED MD RESUBMITTED UNTIL ACCEPTED BY THE ENGINEER. PROVIDE UPRODUCT DATA FOR EACH PIECE OF EQUIPMENT/COMPONENT LISTED IN SCHEWLES: HE PERSONNEL SHALL HAVE PASSED THE NITC BRAZER QUAJFlGTION TESTIS)FOR THE PIPE SIZES . W IN THE PROJECT. THIS CONTRACTOR SHALL PROVIDE TO ENGINEER ALL MEDICAL GAS SHOP 0 C. APPROVEDMANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ME USTED IN AS A PART OF THE SUBMITTAL PACKAGE O THE EQUIPMENT SCHEDULES. ANY SUBMITTAL FOR CONSIDERATION AS M EQUAL TO THAT SCHEDULED LU Z V MUST CONTAIN ALL INFORMATION REQUIRED RI EVALUATE THIS CLAIM. MANUFACTURERS NOT LISTED AS EQUAL MUST SUBLIIT IN WRITING FOR REVIEW FIVE DAYS PRIOR TO BID CLOSING. CONTRACTOR IS A 0 W O RESPONSIBLE TO ASSURE ANY SUBSTITUTED ITEM MEETS ALL PHYSICAL AND PERFORMANCE REQUIREMENTS AS INTENDED IN THE DESIGN DOCUMENTS. D M d M D. APPROVAL OF SUBMITTALS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM (n F-O EL FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL IT RELIEVE HIM FROM w 2 RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL LITERATURE � pl E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER LE.1 �Uj Q DISCIPUNES.EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE 5 J U_ FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING MD CONNECTING U J Z Z MECHANICAL MD ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT Q SPACES ARE INCREASED. NO ADDITIONAL COSTS WILL BE ACCEPTED FOR THESE INCREASES,IF LARGER 0 LL 2 0 1j EQUIPMENT IS PROVIDED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE > O Z W (' �I SPECIFIED,THE EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS MD COMMISSIONING REQUIREMENTS. ?? z REVISIONS W y NO. REMARKS Z U 1� PLAN CHECK&COORD. 0 v 0 U 9 ® 0 Y CHECKED GE 0 sLU DATE 6-13-16 DRAVVN TM U) J JOB NO. 16010 a EN GONE LG'R LNG SHEET NUMBER Meridian ID nW Ph Fas[Co2181 eDr.,Ste.1R3 NA q o. p6 N&2&F2181 /,II y fax208- 2182 P'Aw a6.1. , m ' I GENERAL NOTES: 1 l(1 2) 2 `�5 .2 2.91 G7 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED ��.; �..� �� "�•/.! / 1 FROM OWNER-FURNISHED COORDINATION DRAWINGS.CONTRACTOR TO VERIFY (t7 0 i OF T ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE V / G2 ALL WORK FOR BY MED-GAS CERTIFIED PLUMBER SHALL BE IN PLUMBING 14 I ) ar CONTRACTOR'S SCOPE OF WORK. =Y o G3 ALL TERMINATION POINTS FOR MEDICAL GAS PIPING PROVIDED BY MEDICAL GAS. B � AV to \ �R H.C. of 1 1/4.02 /I,ER"' Lcp!r.•E _ -_ ---. - —' ---- A-5 i�I N U 3/4�N t a t l L �s _ p, O m _ ;LT > 13r1 _. -1/492__ 7 _ _ 1n :I{WP.. ..i NJk1 TiN[ t __ _ _____________—____ ( S Nw 2YAC 4, / L� / ES' 0 KEYED NOTES: O it o , TERMINATE OXYGEN AND MEDICAL AIR IN AREA OF MANIFOLD SUPPLIED BY U O ` 2-VAC, FBI \ FED+aI�.� ' "� �` 1 MEDICAL CAS SUPPLIER. CONNECTION BY MEDICAL GAS SUPPLIER. SEE MEDICAL c y 3 4•WAG`D .'�`" r ':.-_ .�\l PANEL DETAIL 2,THIS SHEEP. a a roi r 2. ZONE vALVE Box. > 3/4 B1lSwE �.- .\ 3. CAP FOR FUTURE USE PER NFPA 99. o "�■ I worm f 3/4PANEL'S'- f - � PANN ,r l 4. VACUUM PUMP ND HAND BY OTHERS. CONNECT INTAHE AND EXHAUST PIPINGE Szi __�... _ _ .._..... __.__ ` \ f- PER NTPA 99 AND MANUFACTURERS INSTRUCTIONS. cNii MEDICAL t _ r RECEPTION ' ��? 1 -_- ah 1 y _ : ____-_____ ......__._._.. -.._____—_-.__. G l 5. NOTE: PENETRARON OF RATED ASSEMBLY. COMPLY WITH IBC714. r - ` MEDICAL 1 � toe =12- O.R. 4i PANEL i 30 A T/2'02 JA1lt- ....... I...--......... I: ,-� _ 3/4MA GPI 3/4-WAGD RN ` TYP:FOR MEDICAL PANEL'A'- �'a D REC R TI z� C) o N 09 Q n i 1-1/4.02 11 N 3/4-MA t PANEMEDL C� H III I. I 3/4•WAGD 2 y4LL t � - H h T I[ I l._ �� - — - _ 1 _...... _ MEDICAL �..,... i-- I CONSULTANT STAMP ' (..-.}...----—-— GLEAN 1 - --— .MEDICAL_-..................-..------------ _...... .......... USTEF / - PANEL C Ii 1 I�- t PANEL'C' ��) aac�'cp T �� Y �' \\ 6252 A OF E`,�F. (� C'R. k2 \... �� 6/13/I6 3/4'02 1/2.02 ARCHITECT STAMP • ICA I MEDL 1/2YAC 1VAC 0 i' ` 1 ( 1/2"2 . • :PANEL'A� 3/4•MA - (.. TYP.FOR MEDICAL ICI 1 1 PANEL'C' 1/202 I VAC TYP.FOR MEDICAL - ! MEDICAL MEDICAL0 PANEL'B' �- E MEDICAL -_ I\ 3 PANEL'C' PANEL'C' PANEL'C• 2 � I ._. �! E."2 P2. I J, fI1 5.1 1 MEDICAL GAS PIPING PLAN® w • SCALE:1/8•= I'-D• Z ` NORTH w F o z Y w z a U F- ILL!M Z CO � �00 a r orlED ICAL PANELS NOTE: THIS 15 ONLY A SCHEMATIC REPRESEJT�iIOV w �— Q • NI WAGD OXYGEN VACUUM OXYGEN OXYGEN 4-PLEX OUTLET U LL Q O U MEDICAL AIR 2 SINGLEEMERGENCY POWER W J z e OUTLET d� VACUUM RECEPTA1�1 I�I�ITT����III EOUTLETSMERGENCLE JWJ-.4�PLEX OWE- (BY VACUUM (BY ELEC.)C5 �POWERE(BY © S ELEC.) ( i��� NURSE CALL � � e e e o ELEC.j w 5 OSERE'I Ns . .tt2 LL PREP/RECOVERY E FEMTO REVISIONSO.R.tt2 DATA PORT A RFR C CSOPEO OTS CEN' m SEE PANEL"A°FOR LOCATIONS A ING HT MOU NT +WAFF *54"AFF IN PREP/RECOJERY, FEM W AFF IN TO NO. REMARKS C CEILING MOUNTED z U TOTAL•2 TOTAL 2 TOTAL-10 O Qj 1 PLAN CHECK 8 COORD. V • � 0 0 m ILL D�MEDICAL PANEL DETAIL 4 I w SCALE:NA DATE CHECKED 6-E3-16 D 7 DRAWN TM (n JOB NO. 16010 a ENGINEERING SHEET NUMBER IN M• Me dianlD8Yi42 Dr.,Ste.1P3 ph20 28 2181 M P 2. 1 tax 20&18&2182 P9M isetutW . ' N r ` PLUMBING SPECIFICATIONS PLUMBING LEGEND - 1.7 PROJECT CLOSE-OUT L SOLVENT CEMENTS FOR JOINING PLASTIC PIPING: K. CONNECT GAS PIPING TO APPLIANCES USING GAS SHUT-OFF VALVES,DIRT-LEGS,AND UNIONS. INSTALL -SD- STORM DRAIN ', 1 1 E ERAL IN A. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN I. ALBS PIPING ASTM D 2235. Qj VALVE UPSTREAM OF AND WITHIN 36'OF EACH APPLIANCE INSTALL UNION DOWNSTREAM FROM VALVE. __A___PRESSURE REDUCING VALVE A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE 2. CPVC PIPING: ASTM F 493. -HWS- HEATING WATER SUPPLY LINE EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING,INSTALLATION L INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS,COUNGS,AND FLOORS ACCORDING TO THE -HWR- HEATING WATER RETURN LINE ��F-BALL VALVE - C OWNER. CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR 3. PVC PIPING: ASTM D 2564. INCLUDE PRIMER ACCORDING TO ASTM F 656. �L 1 AND TESTING,COMPLETE AND READY FOR SAFE OPERATION E THE SYSTEMS DESCRIBED HEREIN, FOLLOWING: r� ,jC, OR REPLACE HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS E. PVC TO ABSPIPING TRANSITION: ASTM D 3138. 1.BARE PIPING AT WALL AND FLOOR PENETRATIONS IN FINISHED SPACES,AND WITHIN CABINETS AND -C CHILLED WATER SUPPLY LANE ° i B. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONIRAGTQR HAS MADE A I.�REDUCER REPLACEMENT. MILLWORK: ONE-PIECE WITH POLISHED CHROME-PLATED FINISH. WORKTHOROUGH EXAMINATION OF THE SITE,AND ALL EXISTING EQUIPMENT AND LIMITATIONS R WHICH AFFECT THIS P I -CHWR- CHILLED WAFER RETURN LINE "-- t WORK. LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REWIRED BECAUSE B. CONTACTOR SHALL MAINTAIN I REDLED OSETND OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS M. AJ.VENT-THRIXIGH-ROOF(VTR)PENETRATIONS SHOWN ON PLANS ARE PREJUMINARY. FINAL LOCATIONS �'�yAL� `'-' = I A ALL INSULATION SHALL MEET FLAME/SMOKE SPREAD RATING OF 25/50 ACCORDING TO ASTM E84 AND -CS- CONDENSER WAITER SUPPLY LINE -�- TH DIFFICULTIES ENCOUNTERED,WHICH COULD THE HAVE BEEN FORESEEN DATING SUCH AN EXAMINATION. BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS. THESE SHALL BE TURNED OVER TO THE NFPA 90A. ARE TO AIR COORDINATED WITH ALL C ORATES. ALL VTRS SHALL BE A MINIMUM OF TEN FEET FROM ANY GLOOE VALVE Y U r ' C. THE DRAWINGS INDICATE DIAGRAMMATICALLY MINOR TIE EXTENT,GENERA.CHARACTER, CE LOCATION OF THE OWNER AT ACCEPTANCE OF THE WORK. FRESH AR INTAKE THIS CONTRACTOR TO BE RESPONSIBLE FOR THE PROPER FISHING AND SEALING -CR- CONDENSER WATER RETURN LINE Q���••--Q(� -p WORK TO BE PERFORMED. WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES B. INSULATION TYRES: Y 2 WAY CONTROL VALVE L) Z a C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION ANO MAINTENANCE MANUALS. THESE ARE OF VTR PENETRATIONS OF THE ROOF ASSEMBLY. -CD- CONDENSATE DRAIN LINE W OF FABRICATION FABRICATION 71 INSTALLATION OF ITEMS.ADJU THE CONTRACTOR SHALL MACE SUCH ADJUSTMENTS WITH NO 1. ASTA C 34,TOME I F CLOSED-CFI.SPONGE-OR EXPANDED-RUBBER MATERIALS.. COMPLY WITH I C 1 TO INCLUDE ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE -D--- DEMO 171 • AOOED COMPENSATION. WHEN SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE GLASS-FIBER, C IBE,TYPE I FOR TUBULAR MIS FIBER AND TYPE II FOR SHEET MATERIALS. - 3 WAY CONTROL VALVE "' W to PROCEDURES,MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER A PROVIDE PIPING RANGERS, HIGAN A AND BUILDING ATTACHMENTS FROM CRSN. 8-LINE;O.Z., L N L'I o 16 ` WORK,THEY: THE FIRST BE SL DO U NT THE INDICATE EOT TOR REVIEW AND APPROVAL_ 2. GLASS-FIBER,PIPE INSULATION: CLASS FIBERS BONDED WITH A TIHERMOSENNG RESIN. SEMI RIGID AND CONTACT INFORMATION. -CAW- GREASE WASTE �CHECK VALVE - r- D. SITE UTl1TlES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING BOARD MATERIAL WITH FACTORY-APPLIED ASJ JACKET COMPLYING WITH ASTM C 1393,TYPE tl OR SUPER-STRUT,CEDNEY,MOHICAR HANGER,BERGEN/CARPENTER,OR PATIERSON. i j ) ,} ¢_o r SERVICES. COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AR SYSTEMS AS APPLICABLE. TYPE IIIA CATEGORY 2,OR WITH PROPERTIES SIMILAR TO ASfM C 612,TYPE HB. NOMINAL DENSITY B. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPMENT AS REWIRED BY THE LOCAL CODES,MANUFACTURER'S -SS- SANITARY SEWER �SOLENOID VALVE ]� U a r ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT P T - R T IS 2.5 LB/W.FT.OR MORE. THERMAL CWDUCTNM(K-VALUE)AT 100 DEG F IS 0.29 BN X IN. 01 I� OR ENGINEER OF ANY DISCREPANCY•BETWEEN DRAWINGS AND FIELD CONDITIONS. Qj RECOMMENDATIONS.AND STANDARD INDUSTRY PRACTICE ---V--- VENT ��BALANCE VALVE G 2 O'" E COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION. NOT ALL N P RIALS AND FITTI H X D G F OR C. INSTALL HANGERS FOR STEM PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND MINIMUM -RD- ROOF DRAIN LINE ',- N" L"ETS' REQUIRED ONLY IN EXPOSED AREAS. GAS COCK to w SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHV.L MEET THE REQUIREMENTS A ABOVE GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: ROD DIAMETERS: -'- .L q L OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORf/ISgA710N OF HIS WORK. OVIDE ALUMINUM JACKET TO COMPLY WDH AST11 B 209,ALLOY 300.T,J005,3105 OR 5OI)5, I NPS 1-1/4 ANO SMALJER: 64 INCHES WITH 3/8-INCH ROD. -OD- OVERFLOW DRAIN UNE BUTTERFLY VALVE L_�a1 GE 1. ALL STIES:HARD COPPER(RnAGS�ASTM 8-88,TYPE L COPPER PRESSUREMPER H-tA,ON ALL EXIEPoOR PPING WITH INSULATION. PRDV DE 3-MIL VAPOR BARRffR.OR �/FffTINGS PER ASME 816.18 AND LUD-FREE LDER WffH WATER SOLUBLE FLUX,PRESSC JACKET AND FlTTHNGS TO COMPLY WITH ASIAI D1784 LASS 16354-C,20 MIL WHITE 2.NPS 1-1/2.• 108 INCHES WITH 3/8-INCH ROD. -CAN- DOMESTIC COLD WATER _1 01i A THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE AND FULLY FR,OR PUSH TO CONNECT 1 DRAINAGE PIPING: 3.TIPS 2: 10 fEET W Ti 3/8-INCH ROD. -FLAN- DOMESTIC HOT WATER OS&Y VALVE 10 O wOPERATIONAL.PIECE OF WORK IN ACCORDANCE WITH TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 2 TIPS 1 AND SMALLER: PIX PER AS7M F 877,SDR 9 TUBING,DISIRIBlJTION M4NIFOW, AIN BODIES AND HORIZONTAL PIPING. INSUUTNIN SHALL 8E ONE OF TOE FOLLOW9NC: 4.NPS 2-1/2 11 FEET WTOI 1/2-INCH ROD. STRAINER I U 7 `u B. CONTRACTO SIWl CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND -HWC- DOMESTIC HOT WATER RECIRC ¢r EQUIPMENT WILL FR AS PLANNED. INSERT FITTINGS,AND CRIMPED JOINTS OR MANUFACTURER SPECIFIC JOINTS. GLASS-FIBER PIPE INSULATION,TYPE I:1/2 INCH THICK 5.NPS 3 AND NPS 3-1/2: 12 FEET WITH 1/2-INCH ROD. PG- MEDIUM PRESSURE NATURAL GAS SAFETY RELIEF VALVE ¢j C. THE LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC.,SHALLL BE CHECKED TO ENSURE CLEARANCE FROM 3. NP$1-1/4'70 2'PIX PER ASHM fB77 WITH COMPRESSION OR SHRINK FR FITTINGS. 4'HATE INSULATION MAY BE USED FOR DRAIN BODIES. 6.TIPS 4 AND TIPS 5: 12 FEET WITH 5/8-INCH ROD. '•T;1 ¢", W OPENINGS,SMRIICTURAL MEMBERS,CABINETS,LIGHTS,OUTLETS AND EQUIPMENT HAVING FIXED LOCATIONS. B. BELOW GRADE DOMESTIC WATER PIPING SFWLL BE ANY OF THE FOLLOWING: C. INSULATION SCHEDULE PER LATEST VERSION OF IEOC. 7.NPS 6: 12 FEET WITH 3/4-INCH ROD. -FUG- LOW PRESSURE NATURE GAS VALVE IN VERTICAL ,,,M m THIS SHALL BE ACCOMPLISHED PRIOR TO FABRICATION OF PIPE OR DUCTS. 1. SOFT COPPER TUBE,TYPE K OR l CONFORMING TO ASTM 8-88;COPPER PRESSURE - -F- FIRE SPRINKLER UNE FLOOR SINK ;q°T�� ` D. IF,AT ANY TIME,AND IN AIRY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., EXECUTION 8.INSTALL SUPPORTS FOR VERTICAL STEEL PIPING EVERY 15 FEET. .(M',y m "�•,: t � BECOMES NECESSARY DUE TO EXISTING OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON ANY FITTINGS;AND BRAZED JOINTS. 1 EXAMINATION D. INSTAL HANGERS FOR COPPER TUBING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND -CA- COMPRESSED AR �FLOOR DRAIN o OF THE PROJECT DRAWINGS AND SUCH CONFLICT COULD HAVE BEEN AVOIDED BY PROPER COORDINATION 2. WRAP BURIED METALLIC PIPE PER ASTM A 674 OR AWWA C105,HOPE,CROSS LAMINATED PE MINIMUM ROD DAMETERS: �i F'- tl t'•` r BETWEEN TRADES OR PROPER PRE-PLANNING OF WORK,SUCH REQUIRED OUNCES SHALL BE MADE BY FILM OF 0.004-INCH 0.10-MAP OR LLDPE,CROSS LAMINATED PE FILM OF 0.008-INCH A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF -MA- MEDICAL AIR �JfT��\ GRADE CLEANOUT w k .. ( ) THE ACTUAL EQUIPMENT TO BE CONNECTED. 1.NPS 3/4 AND SMALLER: 60 INCHES WITH 3/0-INCH ROD. �J - THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON THE RECORD (0.20-MM)MINIMUM THICKNESS. -W- MEDICAL VACUUM N DRAWINGS. B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS 2.NPS 1 AND NPS 1-1/4: 72 INCHES WITH 3/8-INCH ROD. ,+--� FLOOR CLEANOUT N E THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL INCIDENTAL ELECTRICAL INTERCONNECTIONS,CONTRA 3. HOPE(HIGH DENSITY POLYETHYLENE)PLASTIC PIPE AND FITTING FOR WATER SERVICE EMIR( DIMENSIONED;DO NOT SCALE DRAWINGS. EXACT LOCATIONS OF SUCH ITEMS SHALL BE DETERMINED BY 3.NPS 1-1/2 AND NPS 2: 96 INCHES WITH 3/8-INCH ROD. -f]- BALANCE DEVICE �_' • WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT SPECIFICALLY SHOWNPIPING. THE ARCHITECT'S REPRESENTATIVE AND/DR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. VERIFY 4.NPS 2-1/2: 108 INCHES WITH 1/2-INCH ROD. b-=WALL-cLFANDUT OR OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN DMSION 26. a. PIPE CONFORMING TO ASTM D 2239,ASTM D 2737,AWWA C901,MINIMUM 160 PSI THE PHYSICAL DIMENSIONS OF EACH ITEM OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE SPACE AND HOSE BIBB ---a--VENT THROUGH ROOF ° F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPLISHED UNDER THIS DIVISION SHALL COMPLY WITH ALL PRESSURE PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONVICTS APPEAR. COORDINATION OF 5.NPS 3 TO NPS 5: 10 FEET WITH 1/2-INCH ROD. IN-UNE PUMP v REQUIREMENTS OF DIVISION 26. CLASS,SDR EQUAL TO 9. DMSION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCEWORK,PIPING,ETC. 6.NPS 6: 10 FELT WITH 5/8-INCH ROD. --Q-�PIPE DOWN C. PLANS ARE DIAGRAMMATIC IN NATURE CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE INSTALLATION SHALL BE CONCEALED WITHIN 7.INSTALL SUPPORTS FOR VOWAL COPPER TUBING EVERY 10 FEET. -?1 PIPE BREAK DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT OONSTRUCTON AND OTHER DETAILS WHICH b. FITTINGS CONFORMING TO ASTM D 2609,METAL INSERT FITTING AND TWO STAINLESS BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. E. INSTALL HANGERS FOR CAST-IRON SOIL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND �-0 PIPE UP AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES FOR FINIS STEEL CLAMPS;FOR OVER 1-1/2 INCH,SPECIAL,HEAVY DUTY TIGHTENING CLAMPS. �OVERFLOW DRAIN ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS ACCESS 4. IN 1 AND S R 9 TUBING,DISIRIBUTON MANIFOLD, 2 GENERAL INSTALLATION MINIMUM ROD DIAMETERS: I UNION ~. DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A MANNER INSERT FIRINGS, NO JOINTS BELOW GRADE Qj A UNLESS SPECIFICALLY PROVIDED FOR ELSEWHERE IN THESE DOCUMENTS,THIS CONTRACTOR SHALL 1.NPS 1-1/2 AND NPS 2: 60 INCHES WITH 3/8-INCH ROD. �ROOF DRAIN CAP . SATISFACTORY TO THE ARCHITECT. 5. NPS 1-1 4'TO 2' 8 COMPRESSION OR SHRINK FIT FITTINGS INCLUDE IN HIS BID THE COMPLETE EXCAVATION AND BACKRLL COST REQUIRED TO INSTALL HIS WORK 2.NPS 3: 60 INCHES WITH 1/2-INCH ROD. -(-GAS PRESSURE REGULATOR / AS SPECIFIED UNDER DIVISION 15 MECHANICAL OF THIS SPECIFICATION, CONTRACTOR SHALL PROVIDE DOUBLE CHECK • H. CONTRACTOR SHALL IDENTIFY A11 SFRVICE1BlE ITEMS(VALVES,ClFAN0UT5.COLS,ETC.)SO THAT THE SHALL BE APPROVED BY MANUFACTURER FOR DIRECT BURY. ( ) 3.NPS 4 AND NPS 5: 60 INCHES WITH 5/8-INCH ROD. O w x" CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD ALIFT-UP TYPE ALL NECESSARY SAW-CUETHNG,EXCAVATION,SHORING AND BACKFBLING REWIRED FOR THE PROPER %X-X FlXNRE CALLDIR BACKFWW PREYENIER .� r C. ABOVE GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: INSTALLATION OF HIS WORK,INSIDE BUILDING AND PREMISES,OR OUTSIDE AS MAY BE NECESSARY. 4.INSTALL SUPPORTS FOR VERTICAL CAST-IRON SOIL PIPING EVERY 15 FEET. 4 _ 8 u CDUNG NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS a �� SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS;STANDARD AND HEAW-GUlY SHIEWED, DAMAGES RESULTING FROM IMPROPER SHORING OR FAWRE TO SHORE SFALL BE THE SOLE F. INSTALL HANGERS FOR ABS AND PVC PIPING WITH THE FOLIDN1NG MAXIMUM HORIZONTAL SPACING AND X REDUCED PRESSURE U �� PRIOR 70 INSTALLATION. STAINLESS-STEEL COUPUNGS;AND HUBLESS-COUPUNG JOINTS RESPONSIBILITY OF THE CONTRACTOR. MINIMUM ROD DIAMETERS: X.X FETAL CAJAUT XRP BACKFLOW PREVENIER Rn '-"s I. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY OF THE 2. SOLID WALL ABS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FITTINGS,AND B. PROVIDE ALL VALVES,AND CONTROL DLMCES REQUIRED TO COMPLETE BALANCING OF SYSTEMS AS L NPS 1-1/2 AND NPS 2: 48 INCHES WITH 3/8-INCH ROD. EQUIPMENT CALLOUT >-ma 25 BUILDING AS REWIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SYSTEMS TO BE INSTALLED ® POINT OF CONNECTION S o SOLVENT-CEMENTED JOINTS. 2.NPS 3: 48 INCHES NCH 1/IT INCH ROD. J OL - zD' WORK. WHETHER SPECIFICALLY CALLED FOR W THE ORAWINCS,DETAILS OR SPECIFICATIONS OR NOT. R SHAH l QUICK DISCONNECT ��S o LL i J. INSTALL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC BE UNDERSTOOD,UNLESS SPECIFICALLY STALED OIFIERWISE,THAT ALL SYSTEMS INSTALLED SHALL 3.NPS 4 AND 5: 48 INCHES WITH 5/8-INCH ROD. REPAIR. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES SOCKET FffTINGS,AND SOLVENT-CEMENTED JOINTS. COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AND FEATURES 4.NPS 6: 48 INCHES WITH 3/4-INCH ROD. pp 4 . INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL 4. CELLULAR-CORE ABS PIPE PER ASTM F 628,SCHEDULE 40. C. INSTALL WALL-PENETRATION FITTING AT EACH SERVICE PIPE PENETRATION THROUGH FOUNDATION WALL. 5.INSTALL SUPPORTS FOR VERTICAL ABS AND PVC PIPING EVERY 48 INCHES. ABBREVIATIONS Q DESCRIPTIONS CONSULTANT STAMP K. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION,MUST 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. HARE INSTALLATION WATERTIGHT. G. STEEL PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. INSTALL RANGERS, BE SEALED TO MANTAN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. D. BELOW GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: D. COORDINATE MECHANICAL SYSTEMS,EQUIPMENT,AND MATERIALS INSTALLATION WITH OTHER BUILDING SUPPORTS,CLAMPS,AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING AB.C. ABOVE CEILING KES KITCHEN EQUIPMENT SUPPLIER \CNa- •°� L. BLOCKING, ALL CUTTING AND PATCHING REWIRED FOR INSTALLATION THIS THIS WO WORK. COORDINATE ALL COMPONENTS. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND STRUCTURE AFF ABOVE FINISHED FLOOR LPG LIQUIRED PETROLEUM GAS �� BLOCKING,SUPPORT,ETC.,NECESSARY'FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL 1. HUBLESS CAST-IRON SOIL PIPE AND FIRINGS PER CISPI TNT HEAVY-TUT!SHIELDED, EAR - CONTRACTOR. STAINLESS STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK CANE PARTICULAR ATTENTION TO LARGE EQUIPMENT H. TRAPEZE PIPE HANGER INSTALLATION: COMPLY WITH M55$P-69 AND MSS SP-89. ARRANGE FOR AV ACID VENT LWCO LOW WATER CUTOFF REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO SYSTEMS q , 1• CODES, STANDARDS. I 2. SOLID WALL ABS PIPE PER ASTM D 2661,SCHEDULE 40,ABS SOCKET FITTINGS,AND REWIRED TO BE INSTALLED AT A SPECIFIED SLOPE GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING AND SUPPORT TOGETHER ON FlFLD-FABRICATED AW ACID WASTE MAX. MINIMUM e SOLVENT-CEMENTED JOINTS. TRAPEZE PIPE HANGERS. BFF BELOW FINISHED FLOOR MIN. MINIMUM 62.ri2 r A ALL APPLIGBLL CODE LAWS AND REGULATIONS GOVERNING OR RELATING N ANY PORTION OF THIS WORK E WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTAL SYSTEMS,MATERIALS,AND ' ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. THOR PROVISIONS 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC EQUIPMENT TO PROVIDE THE MAXIMUM HEN)ROOIA POSSIBLE I. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS,RODS,NUTS,WASHERS, BG BELOW GRADE NO NATURAL GAS �,�. SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN WRITING PRIOR TO SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. F. INSTAL SSTEMMS,MATERWS,AND EQUIPMENT LEVEL AND PLUMB,PARAIFl ARIA PERPENDICULAR TO AND OTHER ACCESSORIES. CA COMPRESSED AR (N) NEW I, - SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ENFORCED LAWS,CODES, J. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT OF PIPING CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) MP OF'V �" . OR REGULATIONS. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH 4. CEILUTAR-CORE ALBS PIPE PER ASTM F 628,SCHEDULE 40. OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. SlSIEAIS TO PERMIT FREEDOM OF MOVEMENT BETWEEN RPE ANCHORS,AND TO FACILITATE ACTION OF C.I.N.H. CAST IRON NO HUB N.C. NORMALLY CLOSED(VALVE) N,y E � 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. G. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR REPLACEMENT LAWS,ORDINANCES,RULES AND REGULATIONS,AND WITHOUT NOTICE TO THE ARCHITECT,HE K INTO CO CLEWOR ON OVER HEAP i ASSUME FULL RTSPONSIBLLIIY,AND SHALL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO E FUEL GAS PIPING SHALL BE ANY OF THE FOLLOWING: OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE OF EXPANSION JOINTS,EXPANSION LOOPS,EXPANSION BENDS,AND SIMILAR UNITS. CFF CAP FOR FUTURE POC POINT OF CONNECTION 6/13/Ib COMPLIANCE. 1. ALL SIZES: STEEL PIPE PER ASTM A 53/A 53M;TYPE E OR S;GRADE B;BLACK. WALL DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. EXTEND GREASE FITTINGS K. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES CKV CHECKVALVE (R) PIPE RISE TO AN ACCESSIBLE LOCATION. FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. ARCHITECT STAMP B. WHERE DRAWINGS I SPECIFICATIONS CALL FOR MATERIAL ED CONSTRICTION OF A BETTER QUALITY OR THICKNESS OF WROUGHT-STEEL PIPE SHALL COMPLY WITH ASME 836.10M. CW COLD WATER RIO ROUGH-IN ONLY a. MALLEABLE-IRON THREADED FITTINGS: ASME B16.3,CUSS 150,STANDARD PATTERN, H. DRAWINGS ARE NOT DETALID TO THE EXTENT THAT ALL PIPING OFFSETS,BENDS,AND SPECIAL RATINGS HIGHER DRAWING THAN REQUIRED BY THE SHALL TAKE CODE AND STANDARDS,THE F THE CO L PIPING SUPPORTED RY THE ROOFTOP SHALL BE A MINIMUM E. 6'ABOVE TIE ROOF SURFACE AND (D CONNECT TO EXISTING SAT. SHEET WITH THREADED ENDS ACCORDING TO ASME B1.20.1. ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDED WHETHER SHOWN OF THE DRAWINGS OR SPECIFICATIONS SFAIL TAXE PRECEDENCE OVER THE REQUIREMENTS OF THE CODES UTILIZE MANUFACTURED PIPING SUPPORTS FOR THIS PURPOSE p PIPE DROP $QED SOFT COLD WATER AND STANDARDS, OR NOT REFER TO SCHEDULES FOR ACCESSORIES () W C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED b. STEEL WEANING FITTINGS: ASME 816.9,WROUGHT STEEL OR ASME 876.11,FORGED I. CORE DRILLING. PROVIDE ALL EQUIPMENT,LIBOR AND MATERIAL FOR CORE DRILLING HOLES WHERE M. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED 70 AVOID ELECTROLYTIC ACTION,AND ON PIPE DROP TO NEXT LEVEL SOC SHUT OFF COOK(GAS) FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL AEI"' PIPING PENETRATES EXISTING CONCRETE WALLS OR FLOORS. DRILL HOLES 1'URGER THAN O.D.OF CONFORM TO SNACNA,ANSI/ASME 831,NFPA MSS SP-58,69,89. DTL DETAIL SOV SHUT OFF VALVE REQUIRED INSPECTIONS AND OBTAIN CERTFICATES FOR HIS WORK,AT HIS EXPENSE. c. UNIONS: ASME B16.39,CLASS 150,MALLEABLE IRON WITH BRASS-TO-IRON SEAT, PIPE PROTECT ALL SURROUNDING AREAS FORM DAMAGE BY WATER OR DUST WHILE CORE DRILLING. 3.5PAINTING (E) EXISTING TPL TRAP PRIMER UNE . F FIRE SERVICE UG UNDERGROUND 1.4 MITT ID GROUND JCNT,AND THREADED ENDS ACCORDING TO ASME B1.20.1. WHERE PIPES PASS THROUGH SLEEVES OR CORE DRILLED HOLES,PROVIDE BICKER ROD AND FILL A EXPOSED ABS AND PVC PIPING: PROTECT PLUMBING VENTS EXPOSED TO SUNLIGHT WITH TWO COATS OF FCO r A SUBMITTAL MATERIALS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE EQUIPMENT d. JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. OUTER%-DEPTH OF THE ANNULAR SPACE WITH SEALER. FLOOR FOUNDATION DRAT UP PIPE RISE TO NEXT LEVEL WATER-BASED LATEX PANT. FP1D FOUNDATION GRAN US UNDER SUB FUTURES,DIMENSIONS,WEIGHTS,PERFORMANCE CHARACTERISTICS,AND CAPACITIES. CAPACITY AND e. STEEL FLANGES AND FLANGED FITTINGS ASME B16.5. J. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) B. DAMAGE AND TOUCHUP: REPAIR MARRED AND DAMAGE)FACTORY-PANTED FINISHES WITH MATERIALS FRO GRADE CLEANOUT UIR UP THRU ROOF WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS PERFORMANCE CALCULATIONS SHALL BE ADJUSTED T TO INDICATE ACTUAL EQUIPMENT PERFORMANCE AT THE 2. NPS 1 AND SMALLER MAY BE CORRUGATED STAINLESS STEEL TUBING SYSTEMS, AND PROCEDURES TO MATCH ORIGINAL FACTORY FINISH. NTy HOT WATER V VENT PROTECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN ONE MODEL OR SIZE OF WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS. PAY ALL COSTS FOR EQUIPMENT SHALL BE MARKED WITH ARROWS OR OTHERWISE CLEARLY INSCRIBED TO IDENTIFY THE ACTUAL a. DESCRIPTION: COMPLY WITH ALGA LC 1 AND INCLUDE THE FOLLOWING: ADDITIONAL CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING 3.6ACCESS DOORS AND PANELS HWC HOT WATER CIRCULATION VA VALVE i EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL PARTS OF FUTURES SHALL ALSO BE 1) TUBING: CORRUGATED STAINLESS STEEL WITH PLASTIC JACKET OR COATING. INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. A ARCHITECTURAL ACCESS DOORS OR PANELS: COORDINATE REQUIREMENTS FOR ACCESS PANELS AND IDW INDIRECT ELEVATION VIR VENT THRU ROOF CLEARLY IDENTIFIED. ALL SUBMITTED MATERIALS MUST BE CLEAR,COMPLETE,AND LEGIBLE. ALL 2) FITTINGS: COPPER ALLOY WITH ENDS MADE TO FIT CORRUGATED TUBING. INCLUDE K. FIRE-RATED ASSEMBLY PENETRATIONS: DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES I.E. NVERT IRRIGATION WQp WASTE SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME;MULTIPLE AND VARIED SUBMITTALS WILL ENDS WITH THREADS ACCORDING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS IRR WALL CLEANOUT BE REJECTED. FITTINGS SFALI.PROVIDE CONTINUOUS GROUNDING RATED ASSEMBLY. FIRE SELL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE TO HIS WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED THROUGH AND REVIEWED BY THE CONTRACTOR. THE Q7 p TH. ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN 3.7 O HIS WORK T TESTING AND BALANCING SHEET ®EX CONTRACTOR SHALL CHECK ALL SUBMITTALS FOR ADEQUATE IDENTIFICATION,CORRECTNESS,AND INSTRUCTIONS. ALL SUCH MATERIALS SHALL MEET STATE,LOCAL,AND AUTHORITIES CODES AND COMPLIANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR 3) STRIKER PLATES: STEEL,DESIGNED TO PROTECT TUBING FROM PENETRATIONS. STANDARDS. A CLEAN INTERIOR OF PIPING. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. ` SUBMITTALS THAT ARE REQUIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE 4) MANIFOLDS: MALLEABLE IRON OR STEEL WITH PROTECTIVE COATING. INCLUDE 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS ARIL RATINGS. B. CLEAN AND DISINFECT POTABLE DOMESTIC USING PURGING AND DISINFECTING PROCEDURES PRESCRIBED PO.0 PLUMBING COVER SHEET FORWARDED FOR APPROVAL AFTER REVIEW AND APPROVAL BY THE CONTRACTOR. THESE SHALL BE THREADED CONNECTIONS ACCORDING TO ASME 81.20.1 FOR PIPE INLET AND L SEISMIC RESTRAINT. BY AUTHORITIES HAVING JURISDICTION OR,IF METHODS ARE NOT PRESCRIBED,PROCEDURES DESCRIBED P2.1 PLUMBING WASTE&VENT PLAN r RETURNED AND SHALL BE REVISED AND RESUBMITTED UNTIL ACCEPTABLE AND APPROVED BY THE CORRUGATED TUBING OUTLETS. 1. THE CONTRACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESIRNNIS FOR ALL IMSTALLED IN EITHER AWWA C651 OR AWWA C652 OR AS DESCRIBED BELOW: P2.2 PLUMBING WATER&GAS PUN r ENGINEER. PROVIDE PRODUCT DATA FOR EACH PIECE OF EQUIPMENT LISTED IN SCHEDULES. Q b. ACCEPTABLE MANUFACTURERS:OMEGAFID(,INC.,TREFLIX CORP.,TRU-FLEX METAL HOSE ITEMS INCLUDING,BUT NOT UAOTED TO,PIPING,EQUIPMENT AND ACCESSORIES.THE OONTFACMR 1.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT P2.3 PLUMBING ROOF PUN C. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE LISTED IN SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE AN OR AS SHOWN ON OUTLETS. P3.0 PLUMBING SCHEDULES THE EQUIPMENT ALL INFORMAL ANY SUBMITTAL FOR DATECONS THIS CLAIONIM. A. MA EQUAL R TAT SCHEDULED F. CONDENSATE DRAIN PIPING SHALL BE ANY OF THE FOLLOWING THE DRAWINGS(WHICHEVER IS MORE STRINGENT). 2.FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION WITH AT LUST 50 PPM OF P4.0 PLUMBING DETAILS MUST CONTAIN AIL INFORMATION REQUIRED TO EVALUATE THIS OR TO MARUOSING.RS NOT USED AS EQUAL MUST SUBMIT IN WRITING FOR APPROVAL TEN DAYS PRIOR TO BID CLOSING. 1. CONDENSATE LESS THAN 100'F: 3.3 P UM LNG SYSTEMS INSTALLATION CHLORINE. ISOLATE WITH VALVES AND N1AW TO STAND FOR 24 HOURS. ° D. APPROVAL OF SUBMITTALS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY a. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC A INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM SLOPES,UNLESS 3.FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE IS IN WATER COMING FROM SYSTEM W i FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL IT RELIEVE HIM FROM RESPONSIBIUTY SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. OTHERWISE INDICATED: AFTER THE STANDING TIME. . FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL UTEATURE. b. HARD COPPER TUBE CONFORMING TO ASTM B-88,TYPE M WATER TUBE,DRAWN AND 1. BUILDING SANITARY DRAIN: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 4 AND C. TEST DOMESTIC WATER PIPING AS FOLLOWS: E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPUNES. TEMPER;COPPER PRESSURE FITTINGS PER ASME 816.18;AND LEAD-FREE SOWER WITH SMALLER:1 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 5 AND URGER. 1.FILL DOMESTIC WATER PIPING. CHECK COMPONENTS TO DETERMINE THAT THEY ARE NOT AR BOUND Z EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED AND THAT PIPING IS FULL OF WATER. LU SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL WATER SOLUBLE FLUX,PRESS-FIT OR PUSH-TO-CONNECT FTITNGS. 2. HORIZONTAL SANITARY DRAINAGE PIPING: 2 PERCENT DOWNWARD IN DIRECTION E FLOW. GENERAL PLUMBING NOTES SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE INCREASED. NO 3. CONDENSATE GREATER THAN TORE: 3. VENT PIPING: 1 PERCENT DOWN TOWARD VERTICAL FlXNRE VIM OR TOWARD VENT STACK 2.LEAVE NEW,ALTERED,E7(IENDED,OR REPLACED DOMESTIC WATER PIPING UNCOVERED ARIA (,-) 2 ""• UNCONCEALED UNTIL R HAS BEEN TESTED AND APPROVED. EXPOSE WORIO THAT WAS COVERED OR (RE:ALL PLUMBING SHEETS) F- ADDITIONAL COSTS WILL BE APPROVED FOR OF THE INCREASES,IF E SPECIFIED. EQUIPMENT IS APPROVED. IF a. JOIN PER ASTM F441/F439 SCHD 80,CPVC SOCKET FITTINGS AND SOLVENT CEIAENTE B. IN-ROOMS PIPING IN CONCEALED LOCATIONS,UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT CONCEALED BEFORE IT WAS TESTED. >- MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST JOINTS. ROOMS AND SERVICE AREAS. Cl COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'CLEARANCE FROM OUTSIDE AR INTAKES. F--' b. HARD COPPER TUBE CONFORMING TO ASTM B-88,TYPE IA WATER TUBE,DRAWN AND 3.CAP AND SUBJECT PIPING U STATIC WAFER PRESSURE OF 5A PSO ABOVE AT OPERATING PRESSURE, � 0 , MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. C. INSTALL DOMESTIC WATER PIPING LEVEL WITH 025 PERCENT SCOPE DOWNWARD TOWARD DRAIN. W Z W ti WITHOUT EXCEEDING PRESSURE RATING U PIPING LOSS I MATERIALS.PR. URE CO TEST CONSTITUTE DEFECTS AND 1 N TEMPER;COPPER PRESSURE FITTINGS PER ASME 816.18;AND LEAD-FREE SOWER WITH D. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE CONNECTION AT INVERT ALLOW TO STAND FOR TOUR HOURS. lFAKS AND LOSS IN TEST PRESSURE CON5TTRE DEFECTS G2 SITE MLLIIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. _ A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS.TYPES. WATER SOLUBLE FLUX,PRESS-FIT OR PUSH-TO-CONNECT FITTINGS. ELEVATION NOTED ON DRAWINGS. MAINTAIN NOT LESS THAN 48'OF COVER OVER WATER PIPING,36' THAT MUST BE REPAIRED. COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT ELEVATION,PIPE SLOPE (7 H OVER WASTE PIPING. GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK, NOTIFY ARCHITECT OR ENGINEER OF ANY W O CO GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. 4.REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING OR PORTION THEREOF UNTIL DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. W M CD B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VANDALISM 1. ACCEPTABLE MANUFACTURERS: WATTS,APOLLO,RED&WHITE,NIBCO,MILWAUKEE, E LAY BURIED BUILDING DRAINAGE ARIA STORM PIPING BEGINNING AT LOW POINT OF EACH SYSTEM. SATISFACTORY RESULTS ARE OBTAINED. � W P') � � ' PRIOR TO ACTUAL INSTALLATION. FAN WHEELS,PUMPS AND OTHER ROTATING MACHINERY SHALL BE INSTAL TRUE TO GRADES AND ALIGNMENT INDICATED,WITH UNBROKEN CONTINUITY OF INVENT. PLACE 00 W ARMSTRONG D. TEST SANITARY DRAINAGE AND VENT PIPING ACCORDING TO PROCEDURES OF AUTHORITIES HAVING G3 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLEANOUIS,COILS,ETC.)50 THAT THE CEILING H PERIODICALLY ROTATED DURING STORAGE ANY FACTORY PANTED EQUIPMENT SCRATCHED OR MARRED HUB EATS OF PIPING UPSTREAM. INSTALL REQUIRED DGASKETSOTHER ACCORDING TO MANUFACTURER'S NTAN N 6 (s7 u i WRING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED TO ORDINAL'NEW'CONDITION. THE 2• GENERAL USE VALVES: INSTRUCTIONS FOR USE OF LUBRICATE,CEMENTS,AND OTHER INSTALLATION REQUIREMENTS. MAILMAN JURISDICTION1.ROUI OR, L ABSENCE OF PUBLISHED PROCEDURES,AS FOLLOWS: SUBCONTRACTOR MAY KNOW WHERE TO INSTAL ACCESS-TYPE PANELS SHOULD A LIFT-UP TYPE CEILING NOT > fn 0_ 2 1.ROUGHING-IN PLUMBING TEST PROCEDURE: TEST DRAINAGE AND VENT RPING,SYSTEM AND OUTSIDE BE INSTATED. THIS NGS. ARCHITECT ECTSHALLS PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT R NECESSARY TO PROVIDE EXACT PALM HATCH a. BALL VALVE(FULL PORT THRU 3' -WATTS LFF0V-3C-SS SWAB IN PIPING AND FULL PAST EACH JOINT AS COMPLETED. > U) 0 C6 o LEADERS,ON COMPLETION OF.ROUGHING-IN.TOTLCLOSE 1D-FOOT H D OF SYSTEM AND FILL WITH NOTED ON THE DRAWINGS. ARpHIIECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO ' NI C. CONTRACTOR S RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE IMMEDIATELY b. GATE VALVE(THRU 47-WATTS LF\YGW-1 SERIES F. MAKE CHANGES IN DIRECTION FOR SOIL WASTE AND STORM DRAINAGE AND VENT PIPING RISING _ (TM WATER TO POINT OF OVERFLOW,BUT NOT LESS THAN 10-FOOT HEAD OF WATER. FROM 15 MINUTES INSTALLATION. W J 0 UPON RECEIPT,CONTRACTOR SFWl INSPECT All.EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AND c. GAS(7HRU 1�-WATTS GBY SERIES APPROPRIATE BRANCHES,BENDS,AND LONG-SWEEP BENDS. SANITARY REFS AND SHORT-SWEEP 1/4 BEFORE INSPECTION STARTS TO COMPLETED OF INSPECTION,WATER LEVEL MUST NOT DROP. ()•--I Z REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTACT AMOUNT. BENDS WY BE USED ON VERTICAL STACKS IF CHANGE IN DIRECTION OF FLOW IS FROM HORIZONTAL TO INSPECT JOINTS FOR LEAS. G4 PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.TO MAINTAIN THE WATERPROOF INTEGRITY OF THE BUILDING Q Z • W b° d. CHECK(THRU 31-WATTS LEANLY-2 SERIES VERTICAL USE LONG-TURN,DOUBLE Y-BRANCH AND 1/8-BEND FITTINGS IF 2 FIXTURES ARE INSTATED AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REWIRED BY THIS SCOPE OF WORK w 0 LL DO 0 1 SEQUENCING LNG 2.FINISHED PLUMBING LEST PROCEDURE: AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS J ` O A COORDINATE PLUMBING EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TO ORDERING e. STRAINER(THRU 2�-WATTS LF577751 SERFS BACK TO BACK OR SIDE BY SIDE WITH COMMON DRAIN IRE PIPE. STRAIGHT TEES,ELBOWS,AND CROSSES FlL1ED WITH WATER,TEST CONNECTIONS AND PROVE THEY ARE GASTGNT AND WATERTIGHT. PLUG LLI Z `I OR FABRICATION OF ADJOINING WORK. f. BALANCE(THRU 37-WATTS CSM-61-M1 SERIES MAY BE USED ON VENT LINES. EA NOT CHANGE DIRECTION OF FLOW MORE THAN 90 DEGREES, USE VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE GS PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORN OF THIS SECTION MUST BE > C)- PROPER SITE OF SARDARD INCREASERS AND REDUCERS IF PIPES OF DIFFERENT SIZES ARE CONNECTED. AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METHOD. J U B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN g. BUTTERFLY(3'AND LARGER)-BF SERIES REDUCING SIZE OF DRAINAGE PIPING IN DIRECTION OF FLOW IS PROHIBITED. O_ r '� POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE AR PRESSURE MUST REMAIN I•-• w 2• 3. WATER STONER ARRESTERS 0 OR CHIEF,PPP,SMITH):VIMETAL BELLOWS OR COPPER TUBE G. INSTALL D O NPLU IN GRADE WHERE BUILDING STORM DRAINS IXR THE BUILDING. ClFAN0UIS ARE CONSTANT WITHOUT INTRODUCING FOR GAS D ALTER LEAKS. PERIOD OF INSPECTION. INSPECT G6 PROVIDE,S CUTTING AND PATCHING REWIRED FOR INSTALLATION OF OF THIS WORK. COORDINATE ALL ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. WITH PISTON PER ASSE 1010 OR PDI-WH 2O1. PROVIDE ACCESS PANELS AS REQUIRED. SPECIFIED ON PLUMBING SCHEDULE. PLUMBING FIXTURE CONNECTIONS FOR GAS AND WAITER LEAKS. BLOCKING,SUPPORT,ETC.NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERIC CONTRACTOR. H. DIELECTRIC FITTINGS H. INSTALL CAST-IRON SOIL PIPING ACCORDING TO CISPFS'CAST IRON SOIL PIPE AND FITTINGS HANDBOOK' E. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES REVISIONS C. SEQUENCE,COORDINATE,AND INTEGRATE LATE INSTALLATION OF MECHANICAL EQUIPMENT AND EQUIPMENT FOR G7 THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHILL OBTAIN ALL PERMITS AND ULES REQUIRED FOR z N 1. COMBINATION FITTING OF COPPER ALLOY AND FERROUS MATERIALS WITH THREADED GRAPIER N,INSTALLATION OF CST IRON SOIL PIPE AND FTTINCS.' b^ EFFICIENT FLOW OF THE WORK. COORDINATE WSTALLATON OF LARGE EQUIPMENT REQUIRING POSITIONING CONTAINED IN NEBB'S'PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF THIS SCOPE OF WORK IN THIS PROJECT. THE SUB-CONTRACTORS SFALI.ALSO SCHEDULE ALL REQUIRED NO. REMARKS Z i PRIOR TO CLOSING IN THE BUILDING. SOWER-JOINT,PLAIN,OR ANEW-NECK END CONNECTIONS THAT MATCH PIPING SYSTEM I. CONNECT SOIL AND WASTE PIPING TO EXTERIOR SANITARY SEWERAGE PIPING. USE TRANSITION FITTING pMRONMENTAL SYSTEMS• INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. a D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD MATERWS. TO JOIN DISSIMILAR RPING MATERIALS. 1 PLAN CHECK S COORD. 2. DIELECTRIC UNIONS: FACTORY-FABRICATED,UNION ASSEMBLY,FOR 250-PSIG MINIMUM F. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STARTING AT PUMP UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS,FRANCHISE)SERVICE J. DO NOT ENCLOSE COVER,OR PUT PIPING INTO OPERATION UNTIL R IS INSPECTED AND APPROVED RY G8 CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPLINES. HJ WORKING PRESSURE AT 180 DEG F. TO END OF SYSTEM. CHECK TIE SUM OF BRANCH-CIRWR FLOWS AGAINST APPROVED PUMP FLOW COMPANIES,AND CONTROLLING AGENCIES. COORDINATE CONNECTION OF E]FCTROAL SERVICES. AUTHORITIES HAVING JURISDICTION. EQUIPMENT EQUIPMENT GREATER POWER,DIMEMITTED CAPACITIES,ARD RATINGS MAY BE FURNISHED PROVIDED SUCH 3. DIELECTRIC COUPLINGS: GALVANIZED-STEEL COUPLING WITH INERT AND NON-CORROSIVE, RATE CORRECT VARIATIONS THAT EXCEED PLUS OR MINUS 5 PERCENT. E PROVIDE IDENTIFICATION OF ALL EQUIPMENT. COORDINATE INSTALLATION OF IDENTIFYING DEVICES AFTER PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRING AND CONNECTING MECHANICAL AND COMPLETING COVERING AND PANTING WHERE DEVICES ARE APPLIED TO SURFACES. INSTALL IDENTIFYING ELECTRICAL SERVICES,CIRCUIT BREAKERS,WILL BE A MOTORS,OR THESE ARIA EQUIPMENT SPACES ARE ADJUSTED ' & THERMOPLASTIC LINING;THREADED ENDS;AND 300-PSIG MINIMUM WORKING PRESSURE AT -�"' "- 4 LL m DEVICES PRIOR IO INSTAWNG ACOUSTICAL CEILINGS AND SINIUR CONCEALMENT. - - .--. APPROPRIATELY. NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS .Y 9 225 F. `� PROPOSED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE �' A - !" - EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS Z. I \ ,,1` SORRY RESPONSIBLE FOR SUBSUMED EQUIPMENT MEETING THE INTENT OF THE ORIGINAL DESIGNED CHECKED GE 0 9 I. SOLDERED JOINTS: USE ASTM B 813,WATER-FLUSHABLE,LEAD-FREE FLUX;!SENT B 32, l LEAD-FREE-ALLAY SOWER;AND ASTM B 828 PROCEDURE,UNLESS OTHERWISE INDICATED. } EQUIPMENT IN ALL ASPECTS. W r I J. BRAZING FILLER METALS: AWS A5.8,SCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR ypnnKler system plans Shan oe sent the state Fire Marshal UNme and designed m aaomance w h NFPA J3. DATE 8.13.18 6 GENERAL-DUTY BRAZING,UNLESS OTHERWISE INDICATED;AND AWS A5.8,BAG1.SILVER ALLOY DF2P,VVN TM , Idaho State Fire Marshal FOR REFRIGERANT PIPING,UNLESS OTHERWISE INDICATED. m / %�7 (LJOB NO. 16010 - 700 West State Street,3 Floori aK. DURUDED-TEE CONNECTIONS: FORM TEE IN COPPER TUBE ACCORDING TO ASTM F 2014. USE � 8otse,Idaho 83120• G I NS S R I N G m TOOL DESIGNED FOR COPPER TUBE;DRILL PILOT HOLE,FORM COLLAR FOR OUTLET,DIMPLE SHEET NUMBER IN TUBE TO FORM SEATING STOP,AND BRAZE BRANCH TUBE INTO COLLAR. /Y, f a Eo C,rp nftDr.Sre.103 � \,,J- \' \, An,,•�JmaLDau12 P 0.0 / ph 20&28&2191 (x 20&2B&1182 Per t6EFaAN .' r �L) a 9 10 \ to /.....,.\ WH .� 7 l ,� 7 10 WS �"- 1 9 7j iA.1I Z< a'. 2'SS 2'00D - 2' 1 I L-1 _ ----- — - 2qp r 7 WC-1 y DF-1 ' f-I. / FS-1 = Y 2•SS 2,SS 4'SS ( 2 0RD y O w CO- 2'SS.,..- ' - `3'.SS_ L WC-1 - ---� �! u . E FD-1 ) 1 �. 2'0RDOD ir B I - 'a LE - -- r S-3 �, 6 127 -ip "' .. _...._ 4--4-,—, 2'SS -— L._.--- 10 ni 3'S . i �_..... 1 I 12 10 • 1 �i �r FOR MS-� 71 �..._.... S-1 I Co- WCO-1 OVE CSS-1 SS-1 2-SS 3S I I • 3SS fl 3'SS I LdVo - v C) _.L-1 i r _ cr— ' � - L WC-I I f -. �- CONSULTANT STAMP 1 t=1_ € S-F L 3 - 1-- t - -- - --- -S-1 10 - ------- — - ---- N U ! 9 -.. 11 FS 1 2'SS �- 1 P 1 a- .•� 1 I — - I we z ( 12 E 1 i 1 2 CISP 2 6262 rFOFX� lik n �FS-1 CISP L 1 V 2'00D Il F 6 -� w. ( 3 2'0RD NN A f O 12 I _ I 2'CISP \\i I / L 3 1 r -2 6/13/Ib w I ARCHITECT STAMP I SS-1 33 2 I �I 4'SS , _ h �zil 0 �, � I.---f- \i - T— I� 10 1 'tomLr_ 1 - —i r - -- -- — - -- - ____ --_ _ ________ U.9 I v -. \ LT-___-MEC-HA__ NICAL____1. PENTHOUSE ABOVE `.�I 1 I II -L /-� __ �I — _ —. __. ._ .._... __ _ D 9Imo.-.. \ f I L 3 -5 4 5 5.2 1 I w 1 PLUMBING WASTE&VENT PLAN® Q 2 wPLUMBING WASTE&VENT PENTHOUSE PLAN® z 1 SCALE:1/6'= l'-O' SCALE:1/4'= l'-O' U = a Ej NORTH NORTH > O Z - w Z GENERAL NOTES: KEYED NOTES' ® w o .1 GENERAL NOTES: w co w Y 1. EXTEND 5'-0'FROM BUILDING AND CONNECT TO SITE UTILITIES. APPROXIMATE F_00 G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED INVERT AT CONNECTION TO EXISTING SEWER MAIN 3643.00,FINISHED FLOOR U) H- (n A FROM OWNER-FURNISHED COORDINATION DRAWINGS.CONTRACTOR TO VERIFY ELEVATION 3653.00,CONTRACTOR TO FIELD VERIFY. U Q a ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE G1 CONTRACTOR TO COORDINATE All EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, W U)Uj 1 NI OF WORK.CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLED 2. NO WASTE PIPING PERMITTED UNDER THE'O.R.g1 &O.R.#2'ROOMS. ALL REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM �_I 0 PLUMBING FIXTURES. SIGNIFICANT CHANGES PROPOSED FOR THE WASTE PIPING SHALL BE RENEWED OF 10'AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. � U J Z z BY THE ENGINEER AT LEAST TEN DAYS PRIOR TO INSTALLATION. Q z G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND �' w U G2 ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER 2012 IECC. J m u GAS LINES.VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CAST IRON PIPE FROM FLOOR SINK ABOVE IN PENTHOUSE MECHANICAL ROOM LLB N LL - {''''� , TO JUNCTION WITH4'SANITARY SEWER PIPE. G3 COORDINATE LOCATIONS OF ALL VENT-THRU ROOF(VTR'S)WITH MECHANICAL 0 J U + `m f( l CONTRACTOR AND MAINTAIN 25'HORIZONTAL SEPARATION. H a- D 1....! 4. WATER HEATER VENT UP THROUGH ROOF,VENT TO BE INSTALLED BY PLUMBING z CONTRACTOR. REVISIONS ~ T 5. 3'4 OVERFLOW DRAIN PIPE FROM ABOVE,SEE SHEET P2.3 FOR CONTINUATION. ` PROVIDE AND INSTALL LAMBS TONGUE,G-O-N(GLUE ON NOZZLE)OR KEYED NOTES: ® NO. REMARKS z u APPROVED EQUAL,24'ABOVE FINISHED GRADE 0 PLAN CHECK&COORD. 6. 3'0 ROOF DRAIN FROM ABOVE,SEE SHEET P2.3 FOR CONTINUATION. 1. ROUTE CONDENSATE DRAIN(3/4'CPVC)FROM MECHANICAL UNITS TO FLOOR U SINK AROUND PERIMETER OF ROOM. lo� 11 7. 2'0 OVERFLOW DRAIN PIPE FROM ABOVE,SEE SHEET P2.3 FOR CONTINUATION. O o PROVIDE AND INSTALL LAMBS TONGUE,G-O-N(GLUE ON NOZZLE)OR 2. CAST IRON SANITARY PIPE DOWN TO FLOOR BELOW,SEE SHEET P2.1 FOR ® LL CONTINUATION. APPROVED EQUAL,24'ABOVE FINISHED GRADE . CHECKED GE 9 B. ROOF DRAIN AND OVERFLOW DRAIN LOCATED IN CEILING ABOVE. DATE 6-13-16 LLJ DRA" 9. 2'0 ROOF DRAIN FROM ABOVE,SEE SHEET P2.3 FOR CONTINUATION. JOB NN TM L Y JOB NO. 18010 _ 10. EXTEND TO 5'-0'FROM BUILDING AND CONNECT TO SITE DRAINAGE SYSTEM. Q SNG SNE'SR LNG SHEET NUMBER on 11. FIRE RISER AND ALARM PANEL LOCATION. 4aoEaatCorporaecur.,s�.lae M—d�0e P2. 1 ( 12. ALL TRAIN PIPING IN THE CEILING SPACE AND EXPOSED PORTIONS OF DRAIN Pn zoazsa-nal WITHIN HEATED PORTIONS OF BUILDING SHALL BE INSULATED TO PREVENT fax 208-Z8&2182 Ppl� ]5P3N1o3 CONDENSATE FROM FORMING ON COLD PIPES. a 2.8 .'> I F, (4) (5) 5.2 2.9 ` 59l I Q 4.0 WH SH-1 HB-1INS 1 i u 1•NG / L-122•MN 1-1 4'CWI; 3/4 -1 ,�T K^ _....- _ __—_—_ . ,4 rl;..C u 4•FIRE RISER PBP- 3/4•CW ��� �j� �'', ^Mfi, — ,...... ------—-—-— -.......----..___ r' Z . I Y SERVICE UNDERGROUND / I 1 1� �..;) o -1 4' t'_ t UNDERGROUND + _ r. -- '-----'----------------- ]I 1'CW 1 i. - r_-- -- O. r.. u a 0 4.0 $� WC-1-1 1 2 DI�. I„rtv .. ... ........... ('.1 a m F 1 DF-1 / i. y a /O I; WC 1-1 $NC.7�VC �_ _ � �J .. ........ / r. O a 1-1 2•NG 1 / ....,� ��� c. Lo YHWR u / S3 a.. ..TT /'I - a —lk B.7 HB-1 I I i S/H-•1 1/2•HWR / 12HWR 2bl 1-1/4'NG ... +r:.l-�..,:•-..._ - (, { '.:�. ------._. .............. _ ......--------....—�� �\ rr t 1 � 4 NG MS-1 1�124'NG HB-1 yfI 1 --- - 1-1 a w 3/4•HW ` CONFIRM LOTION S-2 1'CW 3_1• I'I : ... > a -off 1 -<u OF 1 2•CW ,... L 1 HW 11 4 .� L-3 4 H /2• € 1 I IM-1 ..1 CONSULTANT STAMP I ' S 1 4'N _2 _. \....;� AMU NON o I III ' AL �� ,BT , i 2 ( L_3 FS 6252 A L 1 4 - i �J M• B 3 4•CW 3 .L, .D 1-1/4'NG / 1'HW \ Np A L/ftW 3/161 1' 3 1....1..__........ .._,...1............... ARCHITECT STAMP T _.._. EEI I 3/'CW I I I _----- 4 D ,, a.o a MECHANICAL - PENTHOUSE ABOVE _..., .- _, ,,..:: - ._ ,... .:.:... I • .... ,., - F I� OF p 0 .a \l �) 5.2 1 PLUMBING WATER&GAS PLAN 2 PLUMBING WATER&GAS PENTHOUSE PLAN SCALE:1/6•= 1'-0' ® SCALE:1/4'=1'-O' ® W y NORM NORTH Z w a U = � GENERAL NOTES: KEYED NOTES- IT GENERAL NOTES: 1. EXTEND 5'-0•FROM BUILDING AND CONNECT TO SITE UTILITIES. ui z Q Gt CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED Ur F U FROM OWNER-FURNISHED COORDINATION DRAWINGS.CONTRACTOR TO VERIFY 2. MAXIMUM BRANCH RUN-OUT TO HOT WATER FIXTURES IS FIFTEEN FEET OF FROM OWNER-FURNISHED COORDINATION DRAWINGS.CONTRACTOR TO VERIFY W O °6 ! ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE HALF INCH TUBING. ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE W c'3 ` OF WORK.CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLED OF WORK.CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLED D co LLI EC � PLUMBING FIXTURES. 3. 3/4•CW PIPE UP TO PENTHOUSE ABOVE,SEE DETAIL 2,SHEET P2.2 FOR PLUMBING FIXTURES. U) O0 ' CONTINUATION. > H 0 Q r 2 G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND G2 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND of GAS LINES.VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 4. 3/4'GAS PIPE UP THROUGH ROOF TO ROOF TOP UNIT. SEE SHEET P2.3 FOR GAS LINES.VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. Ld j J (D CONTINUATION. C) z Z 5. 1-1/4'GAS PIPING UP THROUGH COILING TO MECHANICAL PENTHOUSE. SEE LL Cn O ul DETAIL 2,SHEET P2.2 FOR CONTINUATION.UP THROUGH ROOF TO ROOF HYDRANT,SEE SHEET P2.3 FOR KEYED NOTES: 8 6. 3/4•CW L,� _ ~ CONTINUATION. O ~ LL D ••• d , 1. 1/2-CW PIPE FROM HUMIDIFIER DOWN TO CEILING SPACE BELOW,SEE SHEET 7. FUTURE1 CW,1THW AND 1 2 HWR. TERMINATE WITH FULL PORT BALL VALVE P2.2 FOR CONTINUATION. REVISIONS NO. REMARKS Z 2. 1-1/4'NG PIPE FROM DUCT HEATER DOWN TO CEILING SPACE BELOW,SEE a B. 1/2'DI DOWN TO STERILZER. COORDINATE TERMINATION WITH EQUIPMENT SHEET P2.2 FOR CONTINUATION. NOTE LOCATION SHOWN IS DUE TO 1 PLAN CHECK&COORD. O r SUPPLIER. DUCTWORK CONGESTION IN CEILING SPACE BELOW DUCT HEATER. U a 9. 1/2•0I DOWN IN WALL,TERMINATE 36'AFF IN WALL WITH FULL PORT BALL N VALVE AND CAP. INSTALL ACCESS DOOR'ACCESS-ABLE',OR EQUAL Q m 10. FIRE RISER AND ALARM PANEL AREA 4 LL CHECKED GE 0 s W DATE 6-13-16 •° DRAWN TIM (fJ U JOB NO. 16010 Ln ENGINEERING SHEET NUMBER San Fact CoryumMUr.,Ste.113 MrA& -ngl 2 P2.2 Mh 2fl8-2A8-218 M.211N-2R8-21N2 p%K'1 16EHhI03 s � GENERAL NOTES: 3.8(4� G1 CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED I FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE F. OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPUED !� C 1, I II cIII PLUMBING FIXTURES. '.• /r ( II I/ nn_\ G2 CONGAS LINES. VERIFY Y TO FIELD AVAILVERAFY LOCATION OF BLE LE INVERT DEPTHS EXISTING OR TO SANITARY, BEGINNING K. D u r h 1 h1 ai Z a DOMESTIC,AN A ram. �_ 5 Q_ • - - ! �,.-.� G3 CONDENSATE FROM MECHANICAL UNITS ON ROOF TO DRAIN ON ROOF. O G I I OD-1 RD-I o N /Fl4.0 1 �1 ill i ( �' — m U o I -- ---- � t a' 1 ((((� �((( - — - EF s U rc KEYED NOTES: 1. FRESH AIR INTAKE BY MECHANICAL. - 4. _. 1 �. 2. EXHAUST VENT BY MECHANICAL -— ill. 1 `� 3. COMBUSTION AIR AND EXHAUST VENT FROM'WH-1'. OD1- L rsD1— ------ EF -- 6 8 I �'"' 4. 3/4'GAS PIPE FROM CEILING SPACE BELOW TO ROOF TOP UNITS 11 k f2, ne SEE SHEET P2.2 FOR CONTINUATION. 5. ROOF AND OVERFLOW DRAIN PIPING,SEE SHEET P2.1 FOR CONTINUATION. `w -- -- J- -• -f-----��;� EF RTU 5 OU ; NO PLUMBING VENTS WITHIN CIRCLES. Ait I ��. RD-1 4. . R10' 1 I I , I 01 I ��� • 4 I U ffi l \ < z3rc I 8\� Q So OU CONSULTANTSTAMP T 8 $g\ONAL • �' i � �pA37 141,625 i -- -.... �- �� 4 ,,1 RD-1 OF I . 7 4 v1 I ♦ ` { - ARCHITECT STAMP ? D.9- , IT- -- ---- 1 J �' --�--- _ ---- -- — -- -- —— --=------ — - -- y I I I v Rzs• 0 2.8 w �. z w Lu z z C7 w co a co ~ PLUMBING ROOF PLAN `>� (0 CO o 0 scALE:,/B - r-D' L>LI u)to co , NORTH U J z Z o LQL m O LLI e U 0 Z U a 5 z REVISIONS c NO. REMARKS z U 1 PLAN CHECK&COORD. O a © � O 0 4 LL. o CHECKED GE m DATE 6-13-16 L 7 DRAWN TM Yn 1 � �� JOB NO. 16010 ¢ ENGINEERING [HEETNUMEER N g ID 83 P2.3 Meridian 842 ph�08-288-T181 faa]118-]8&mu P� 1591Ma3 m ! y WATER HEATER SCHEDULE PLUMBING FIXTURE SCHEDULE INPUT ISTHOUR ELECTRICAL EMPTY PIPE CONNECTIONS 1 EQUIPMENT EQUIPMENT CAPACITY _ ■ TYPE EFFICIENCY CAPACITY DELIVERY WEIGHT MANUFACTURER MODEL NOTES DESCRIPTION SIZE MANUFACTURER MODEL NOTES j C NO. GAL NO. MBH GALLONS' VOLT/PH/HZ AMPS (LBS) TRAP WASTE VENT C.W. H.W. F O BACKFLOW PROVIDE WITH I/4TURN BALL VALVE AND BRONZE STRAINER.PROVIDE WHA HI-EFF.GASTANK 75 96% 100 129 120/1/60 5 11000 A.O.SMITH GDHE-75 1-6 RPBP-1 PREV ENTER,REDUCED LINE SIZE -- -- -- LINE SIZE -- WATTS LF009QT-5 MANUFACTURER'SAIR GAP FITTING AS REQUIRED. O ♦ m U i " PRESSURE (I Y ALTERNATE MAN UFACTURERS:RHEEM,BRADFORDWHITE BARRIER FREE BI-LEVEL ELECTRIC WATER COOLER,HIGH POLISHED STAINLESS rr_ cd Z' ! NOTES: STEELDRINKING FOUNTAINSWITH BUBBLER HEADS,PUSH BUTTON ACTIVATION, ,j r m 1.PROVIDE ALL HAND WASHING SINKS WITH ASSE COMPLIANTTEMPERING VALVE,WATTS LFUSG-B OR EQUAL. DRINKING FOUNTAIN 18-3/8" z19" 1-1/4"x WASTESTRAINERS,MATCHING BACK PANEL,ACCESS PANEL,VANDAL RESISTANT 'r'�,� Ci u,z 2.PROVIDE WITH 6YEAR LIMITED WARRANTY,BRASS DRAIN VALVE. P (ADA,HI-LO) EACH 1-1/2" 1-1/2" 1-1/2" 1/2" -- ELKAY LnL8C BOTTOM PLATES,AND COMPLETE MOUNTING SYSTEM.115/1/60,4.0FLA.,370 �. N F o 3.PROVIDE AND INSTALLSEISMIC RESTRAINTS PER I PC 502.4 AND CHAPTER 16 OF IBC. RATED WATS.DEUVERS 8.0 GAL CHILLED WATER PER HOUR.MOUNT PER ADA REQUIREMENT U 4.WATER HEATERTO BE EQUIPPED WITH FACTORY HEATTRAPS.INSULATE PIPING PER CODE. ''�_ Ci 5.VENT THRU ROOF PER MANUFACTURER'S INSTRUCTIONS.i ROUND,MEDIUM DUTY FLOOR CLEANOUT.PROVIDE WITH ROUND ADJUSTABLE UNE SIZE N"IIIr� C N w 6.AT 90 F TEMPERATURE RISE. FCO-1 FLOORCLEANOUT UNESIZE SIOU%CHIEF FINISH LINE SERIES NICKELBRONZE TOP,AN D TAP ERED ABS PLUG.2"MINIMUM,FURNISH MODEL PLANS) - APPROPRIATE FOR FLOOR TYPE. L4 d1 ROUND,MEDI UM DUTY COMP LETE ASSEMBLY WITH ROUND ADJUSTABLE NICKEL G3 U w CITY of TWIN FALLS FD-1 FLOORDRAIN _ 2" 3" 2"/3" 2 _ _ SIOUX CHIEF FINISH LINE SERIES BRONZE TOP,GASKET SEAL 2"MINIMUM.FURNISH MODEL APPROPRIATE FOR tJl DOMESTIC WATER FLOOR TYPE. ¢xl SCH.40 PVC FLOOR SINK.PROVIDE WITH PVC DOME STRAINER,STAINLESS STEEL s ¢ y SEWER CAPACITY WORKSHEET FS-1 FLOORSINK 12x12x6 2"/3" P'/3" 2" -- -- SIOU%CHIEF 861-2P-D-w-2-T 2 w y ' NEW EXISTING 9��rypt CALCULATIONS MESH SCREEN,HALF GRATE COVER. 2"MINIMUM WASTE CONNECTION. m FIXTURETYPE #OFUNITS FIXTURETYPE #OF UNITS CAST IRON FLOOR SIN K.PROVIDE WITH DOME STRAI N ER,STAINLESS STEEL MESH ' LAVATORIES SLAVATORIES FS-2 FLOORSINK 12x12x6 2"/3" 2"/3" 2" -- -- SIOUX CHIEF 861-22% SCREEN,HALF GRATE COVER.2'MINI MUM WASTE CONNECTION. 131a ! AVAILABLE WATER PRESSURE 7S m WATER CLOSETS-flush valve 5WATER CLOSETS-fl ush valve LINE SIZE(SEE CAST IRON TOP,POLYPRO PLUG WITH GASKET SEAL.SIZETO MATCH WASTE m w v CLINICALSINK-flushmik SWATER CLOSETS-flush tank GCO-1 GRADE CLEANOUT _ LINE SIZE _ _ _ SIOUX CHIEF 851-441 N PRESSURE LOSS ACft055 METER 5 PLANS) PIPING. N URINAL URINAL '. WATER SOFTENER 1WATER SOFTENER PRESSURE LOSS ACROSS 5 HOSE BI88 ANTI-SIPHON,AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEY HANDSINK SHANDSINK BACKFLOW PREVENTER HB-1 -- -- -- -- 3/4" -- WOODFORD 67 TO BE FURNISHED WITH EACH HYDRANT.FLUSH MOUNTAT 18"ABOVE FINISHED STATIC PRESSURE LOSS Q (FREEZEPROOF) GRADE. r DISHWASHER DISHWASHER 15'FTz 0.43 6 ELEVATION '�• BARSINK BARSINK ICE MAKERHOOK-UP S-3/4" x47/8" FLUSH WALL MOUNT.PROVIDE WITH I/4TURN,LEVER HANDLE,CHROME BALL C MINIMUM PXTURE ETO LAST 40 IM-1 -- -- -- 1,/2" -- SIOUX CHIEF 696-3000 CLOTHES WASHER CLOTHES WASHER FIXTURE (WALL BOX) x3-1/2"p VALVES. ! KITCHEN SINK 1 KITCHEN SINK y SHOWER 2 SHOWER TOTAL PRESSURE AVAILABLE 19 LAVATORY(WALL AMERICAN 355.012 V O A, E -S P O P O CAL DARM Q CARRIER.FURNISHWITHIAY R SMITH 0700 WALL CARRIER.SINGLE HANDLE J DRINKING FOUNTAIN 1DRINKING FOUNTAIN L-1 MOUN 20"x18" 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" STANDARD N DISTANCE TO LIST FIXTURE 130 FAUCET CERAMICCARTRIDGE CHROME FINISH WITH GRID STRAINERfPROVIDE MOP/SVCE-SK/TR DR 2MOP/SVCE-SK/TR DR 1 ADA MOEN 8434 _J WITH ASSE COMPLIANTTEMPERI NG VALVE,WATTS LFUSG-B OR EQUAL HOSE BIBB 3HOSE BIBS C) EQUIVALENT DISTANCE IN FEET DISTz 1.25 163 VITREOUS CHINA WHITE OVAL COUNTERTOP;4"FAUCET CENTERS,OVERFLOW. U a' LAUNDRYSINK LAUNDRYSINK LAVATORY(COUNTER AMERICAN 3420.403 SINGLE HANDLE FAUCET CERAMIC CARTRIDGE CHROMEFINISH WITHGRID iorc FLOOR GRAIN/SINKS 6FLOOR DRAIN/SINKS GALLONS PER MINUTE 6 L-2 MOUNT) 20"z17" 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" STANDARD SWIMMING POOL SWIMMING POOL Q1 MOEN 8434 Q STRAINER PROVIDE WITH ASSE COMPLIANT TEMPERING VALVE,WATTS LFUSG-B LL ALLOWABLE PRESSURE (AVAIL PRESS.x 1001 ADA HOTTUB/WHIRLPOOL HOTTUB/WHIRLPOOL 11.69 OR EQUAL ICJ€Q N 300 FT E UIV.DIST. VITREOUS CHINA,WHITE D-SHAPED BOWL,EQUIPPED FOR CONCEALED ARM > - - OTHER-SCRUBSINK 2 OTHER TOTAL LL FIXTURE QUANTITY WSFU AMERICAN 355.012 CARRIER.FURNISHWITHIAY R SMITH 0700 WALL CARRIER.4"DUAL WRIST BLADE r♦ Q WSFU LAVATORY(WALL CONSULTANT STAMP L-3 20"x18" 1-1/2' 1-1/2" 1-1/2" 1/2" 1/2" STANDARD HANDLEFAUCEl NON-METALLIC AND SS CARTRIDGE CHROME FINISH WITH ` ' GAS CALCULATIONS LAVATORIES&HANDSINKS 10 I.0 10 MOUNT) MOEN 8830 Q GRIDST ER.PROVIDE WITH ASSE COMPLIANT TEMPERING VALVE,WATTS YpNu �r WATER CLOSETS-TANK 5 2.5 12.5 LFUSG-B OR EQUAL. 4(P rxYsi � y DISTANCE TO MOST REMOTE MOLDED STONE;FLOOR MOUNTED,SQUARE,INTEGRAL DRAIN.STOPS IN SHANK. N Qom' ` OUTLET FE 130 URINALS 0 10.0 0 MS-1 MOP SINK 24'k24"x22" 3" 3" 1-1/2" 1/2" 1/2" FIAT W/FLAB-2424 CAST IRON TRAP.832-11 HOSE AND WALL HOOK,899-CC STAINLESS STEEL MOP O EQUIVALENTLENTH FAUCET HANGER AND MSG-24245TAINLESS STEEL SPLASH PANELS.PROVIDE WITH WALL 6252 _ 1.25 MOP SINKS 2 3.0 6 CLEANOUT(WCO-1). n ADJUSTMENT PROVIDE WITH ROUND ALUMINUM DOME STRAINER,UNDER DECK CLAMP,AND ��.rF p EQUIVALENT LENGTH(FEET) 162.5 HOSE BIB(FIRST) 1 2.5 2.5 LINE SIZE(SEE SUMP RECEIVER.COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. NN A EQUIPMENT INPUT MBH ADDITIONAL HOSE BIBS 2 1.0 2 OD-1 OVERFLOW DRAIN PLANS) UNESIZE -- -- -- IAYRSMITH 3070Y-V-R-CID-RS TERMINATE WITH G-O-N DOWNSPOUT,OR EQUAL.INSULATE BOTTOM PORTIONS 6/13/16 OF ALL DRAT N BODYS LOCATED IN HEATED AREAS. ' ARCHITECT STAMP .<. RTU-1 72 1-COMP SINKS 0 4.0 0 SIZE PROVIDE WITH ROUND ALUMINUM DOME STRAINER,UNDER DECK CLAMP,AND RID-1 ) -1 ROOF DRAIN LINE PLANS) LINE SIZE -- -- -- JAY R SMITH 1010-Y-R-C-CID SUMP RECEIVER.COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. RTU-2 72 2-COMP SINKS 2 4.0 8 PLANS) INSULATE BOTTOM PORTIONS OF ALL DRAIN BODYS LOCATED IN HEATED AREAS. ! y DH-1 200 3-COMP SINKS 0 6.0 0 ELKAY BLR-15 SINK(SINGLE 18 GAUGE STAINLESS STEEL,FULLY UN DERCOATED;2 HOLE MODEL.ELKAYLK-36 S-1 COMPARTMENT,SELF 15"x15"z6" 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" MOEN 8279 DRAIN;4"SET,DUAL WRIST BLADE HANDLES WITH HOT/COLD SYMBOLS,10.75" WATER HEATER 100 SHOWER 2 2.0 4 RIMCOUNTERTOP) SPOUT HEIGHT,5.2VREACH,CERAMIC CARTRIDGE,CHROME FIN ISH. 18GAUGE STAINLESS STEEL,FULLY UNDERCOATED,4 HOLES;ELKAVLKJ-35 DRAIN; t' -- 0 DRINKING FOUNTAINS 1 0.5 0.5 SINK(DOUBLE ELKAY DLR332210 8"SET FAUCETWITH DUALWRIST BLADE HANDLES WITH HOT/COLD SYMBOLS,12" ■ S-2 COMPARTMENT,SELF 33"x22" x10" 1-1/2" 2" 1-1/2" 3/4" 3/4" MOEN 8289 SPOUT HEIGHT,8"REACH,CERAMIC CARTRIDGE,CHROME FINISH.INSTALL -- 0 CLINICAL FLUSHOMETER VALVE 1 &0 8 RIMCOUNTERTOP) HAWS 7610WC/9201EFE EYEWASH/TEMPERING VALVE IN 4TH HOLE PER MANUFACTURER'S INSTRUCTIONS. 0 SCRUB SINK 2 2.0 4 18 GAUGE STAINLESS STEEL,FULLY UNDERCOATED,3HOLES;PROVIDE"PASCO" •' 0 SINK(DOUBLE AIR GAP FITTING ON DRAIN FOR DISHWASHER CONNECTION.PROVIDE WIN- ` KITCHEN SINKS 0 1.5 0 S-3 COMPARTMENT,SELF 29"x22"x8" 1-1/2" 2" 1-1/2" 1/2'. 1/2" ELK LR2922 SINK-ERATOR BADGER I DISPOSAL,W/POWER CORD,1/3 HP,120V 1PH.8"SEr 0 TOTALWSFU= 57.5 RI M COUNTERTOP) MOEN 8289 FAUCET WITH DUAL WRIST BLADE HANDLES WITH HOT/COLD SYMBOLS,12" y SPOUT HEIGHT,8"REACH,CERAMIC CARTRIDGE,CHROME FIN ISH. TOTALCONNECTED LOAD 444 WATER REQUIRED 30 GPM WHITE VITREOUS CHINA WITH LOW FRONT RIM,WALL HANGER,PAINTED GAS PRESSURE 7''w.c. AMERICAN BRACKET SUPPORTS p/n 485742-600.FURNISH WITH AMERICAN STAN DARD STANDARD 9047.093 7716.020 GRID STRAINER,SLOAN EBF-750 SINGLE POST,SOLID BRASS,AC SS-1 SCRUBSINK 28"x22"%12" 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" r POWERED ELECTRONIC PROXIMITY METERING FAUCET WITH SURGICAL BEND u ■ SPOUT AND SHOWER SPRAY HEAD,AND MOEN 8371'POSITEMP'MIXING VALVE Q WITH T9370 TRIM KIT. w _ CLINICAL SERVICE AMERICAN 9512.013 VITREOUS CHINA,WHITE FLUSHING RIM,11/2"BRASS TOP SPUD,STAINLESS W SINK WATER CONDITIONING EQUIPMENT SCHEDULE CSS-1 (WALL HUNG) 24 x20 4 2 1 STANDARD SLOAN ROYAL 117H STEEL RIM GUARDS.FURNISH WITH JAY RSMITH WALL CARRIER. VALVE Z GELCOAT SHOWER WITH 3YEAR WARRANTY ON FINISH,NO INTERIOR W ! NORMAL MA%FLOW BACKWASH DAILY THRESHOLD WITH HORIZONTAL L-SHAPED GRAB BAR,L-SHAPED FOLD-UP SEAT, U = v EQUIPMENT GPM@ GRAINS SH-1 ADA SHOWER 36"x36"x75" 2" 2" 1-1/2" 1/2" 1/2" LASCO 136}gFSC f- FLOW FLOW VALVE Cv HOURS OF ELECTRICAL DIMENSIONS WEIGHT MANUFACTURER MODEL NOTES HAND HELD SHOWER,24"SLIDE BAR,VACUUM BREAKER,fi0"HOSE,PRESSURE > a' NO. GPM PRESSURE GPM CAPACITY DEMAND BALANCE MIXING VALVE,BRASS DRAIN. � O DROP FLUr Z W WS-1 27 35@25psi 7 7 96,000 10 120/60/1 - -- FLECK 70-SXT-2-96-M 1,2 1.6GPF,VITREOUS CHINA;FLOOR MOUNTED.PROVIDE VITREOUS CHINA TANK `I _1 r WATER CLOSET ELONGATED AMERICAN FIXTURE:2386.012 AND TANK COVER,POLISHED CHROME TRIP LEVER(TRIP LEVER ON WIDE SIDE), W O D ALTERNATE MANUFACTURERS:CULLIGAN,KIN ETICO,N UGEN,WATER TECH (TANKTYPE) BOWL STANDARD SEAT:5324.019 BOLTCAPS,CLOSET SWEEP,SEAT FLANGE AND GASKET.PROVIDE OPEN FRONT Q'cor NOTES: SEAT,WHITE,WITHOUTCOVER. U) F DO = Cv I 2 1.WITHELECTRONIC TIMER,FLOW METER AND FLOW TOTALIZER,INTEGRAL ISOLATION AND BYPASS VALVES. 0 C� 1.6GPF,VITREOUS CHINA;FLOOR MOUNTED.PROVIDE VITREOUS CHINA TANK 2.PROVIDE TWO I CU.FT.DI BOTTLES,PIPED IN SERIES,FOR WATER SUPPLYTO STERILIZERS AND AUTOCLAVES.SEE PIPING SCHEMATIC DETAIL 90N SHEET P4.0.DI BOTTLES SHALL HAVE A LOCALSERVICE PROVIDER.WATER ANDTANKCOVER,POLISHEDCHROMETRIPLEVER(TRIPLkVERON WIDESIDE), W Cn In CO �I QUALITY AFTER PASSING THROUGH DI BOTTLES SHALL MEET THE FOLLOWING REQUIREMENTS; WATER CLOSET ELONGATED AMERICAN FIXTURE:2386.012 .. WC-2 -- 3" 2" 1/2" - BOLT CAPS,CLOSET SWEEP,SEAT FLANGE AN D GASKET.PROVI DE OPEN FRONT " a.TOTAL HARDNESS LESS THAN130mg/L (TANKTYPE] BOWL STANDARD SEAT:5324.019 (� Z Z ! 6.TOTAL DISSOLVED SOLIDS LESS THAN 250m L SEAT,WHITE,WITHOUT COVER.PROVIDE AMERICAN STANDARD BEDPAN N <LL_ m r 8/. CLEANSER MODEL7582.067AT LOCATION SHOWN. LL J O m <.TOTALALKALINITYASCaCO3 LESS THAN 180mg/L W Z VI nl d.TOTALSILICA LESSTHAN 2.5 mg/L WCO-1 WALLCLEAN OUT LINE SIZE(SEE IAVRSMITH SERIES 4472 TAPERED BRONZE PLUG AND STAINLESS STEEL COVER.SIZETO MATCH WASTE - b e.RESISTIVITY LESS THAN 26,OOOOHMS/CM PLANS) -- -- -- -- -- O PIPING,2'MINIMUM. N LC)� J ? ' x LL [_ a Z YARD HYDRANT FROST-PROOF HYDRANT WITH INTEGRAL DOUBLE CHECK BACKFLOW,AND VENT. YH1 ROOF -- _ -- 3/4" - WOODFORD RHY2-MS INSTALL MOUNTING FLANGE BEFORE ROOF INSULATION AND MEMBRANE. REVISIONS Q1 NO. REMARKS z GENERAL SCHEDULE NOTES EQUIVALENT MANUFACTURERS Zj, PLAN CHECK&COORD. Q 1.FIXTURES INDICATED AS ADA MUST COMPLY WITH ICC/ANSI AI17.1.VERIFY EXACT NUMBERS, -ENAMELED CAST IRON,VITREOUS KOHLER,AMERICAN STANDARD,EUEft,CRANE,ZURN WARE, C) FIXTURE DESIGNATIONS,LOCATIONS,CLEARANCES,AND MOUNTING HEIGHTS WITH ARCHITECTURAL CHINA BEST BATH,LASCO,AQUAGLASS Q - ! S��e PLANS. ACRYLIC ELKAY,JUST,DAYTON,KOHLER r 9 2.ALL EXPOSED HW PIPING AND DRAIN LINES BENEATH ADA COMPUANT LAVATORIES MUST BE -STAINLESS STEELSINKS FIAT,BRADLEY,ACORN,STERN&WILLIAMS ® O INSULATEDTO PREVENT BURNS.REP.ARCHITECTURAL PLANS.INSULATEWITH MOLDED CLOSED CELL -SERVICE SINKS ELKAY,JUST,KOHLER,ZURN,AMERICAN STANDARD CHECKED GE VINYL INSULATION-TRUEBRO OR EQUAL -FAUCETS POWERS,LEONARD,SYMMONS,MOEN W 3.PROVI DE TRAP SEALS FOR ALL FLOOR DRAINS,PROVENT TRAP GUARD OR APPROVED EQUAL. -SHOWER VALVES,MIXING VALVES CHURCH,OSLONITE,BEMIS,SMITH DATE 8-13-18 <- 4.PROVI DE 1/4TURN STOPS(BRASSCRAFT'KT'SERIES OR EQUAL),FLEXIBLE SUPPLIES,(BRASSCRAFT -TOILETSEATS WATTS,ZURN,WADE,JOSAM WATTS DRAWN TM (n O 'SPEED[-PLUMB PLUS'OR EQUAL),COMMERCIAL QUALITY TRAPS AND TRAP ARMS FOR ALL FIXTURES -ROOF DRAI NIS,FLOOR SIN KS,FLOOR JOB NO. 16010 WHEREREQUIRED. DRAINSANDTRAPS WILKENS,FEBCO,APOLLO/CONBRACO. S.PROVIDE WATER HAMMER ARRESTORS ATALL FLUSH VALVE LOCATIONS-SIOUXCHIEF 650 SERIES OR-BAC KFL.OWPREVENTION DEVICES, ENG INFER LNG SHEET NUMBER m EQUAL TO MATCH PIPE SIZE.INSTALL WITH ACCESS PANEL-ACCESS-ABLEOREQUAL PRESSUREREDUCINGVALVES P P P,SI 0 UX CHI EF,SM ITH 4400aetCorporeteDr.6fe.tm P3.0 .•� 8 Meriden ID 83642 ph 20&]B8-2181 fax zoB ZL82 P-W isaw,no3 ! N r PIPE SIZE MAX SUPPORT MIN.ROD y (IN) SPAN(Fr) SIZE(IN) UP TO 1' 7 3 8' 1-1 2' 9 3/8 ' G to 2 TO 2-1/2' 10 3 8' FINISHED FLOOR I E 3' 12 1 2" 12*xl2"x3-1/2"THICK - 3 c 3-1/2- 13 1 2' CONIC.PAD TROWEL THREADED ; SMOOTH AND EDGE CLEANOUi CAP N .°. 4 14 5 8' (TYPICAL) (UNE SIZE) 1/8 BEND ,1� 0 z F ATTACH TO STRUCTURE 61 3'4 MINIMUM(FOR FROST CLOSURE ` Q m o FROM GAS 6" MIN. DEK-TILE ROOF FLASHING SUPPLY - AWITHCC S ACCESSORIES OR EQUAL _ _ _ END OF LINE CLEANOUT FLOOR CLEANOUT r�c i ��'71'�J+ ® n o y ACCESSORIES AS REQUIRED / O N 03 GAS COCK ROOF WASTE LINE, MAY EXTEND AS (TYPICAL) MANUAL SHUT-OFF VALVE WITH a -_� LENGTH TO WASTE OR VENT. AN p" LOCK&LOCKNUT(lYP) N.P.T.PLUGGED TAPPING - �- SUIT.(TYPICAL) W/CLED TEE GROUND JOIM CONNEEA10N TOACCESSIBLE FOR E I SUPPLYD ( { C W T GAGE PLUGGED TEE CONNEC710N TO BE INSTALLED U ALL THREADED ROD ('O s a (SEE SCHEDULE) 12" CHROME WALL--_ UNION CONNECTION TO THE APPLIANCE j COVER AND S .° PIPE HANGER --- TWO WAY SCREW I 4 LSANrrA-RY FINISHED FLOOR 4 INCREASR FITTING AS REQUIRED FOR FROST - 1p CLOSURE ^ 1/8 BRD c� k WASTE LINE— 6'TRAP METAL SADDLE FLEXIBLE STEEL DRIP LEG cu SIZE-AS PER DRAWING iii CONNECTION TO ( ) EQUIPMENT/ sUP 711 SUPERSTRUT Q GRADE CLEAN OUT WALL CLEAN OUT CONTROLS 1 4 SINGLE PIPE SUPPORT DETAIL 3 PVC-VENT THROUGH ROOF 2 CLEANOUT DETAILS 1 GAS CONNECTION DETAIL SCALE NTS SCALE NTS SCALE NTS SCALE:NTS > zo a > o _m CONSULTANT STAMP •°� � \ONAL EXHAUST TERMINATION \67i ! AS PROVIDE SHUT—OFF VALVE(TYP.) y� yFF INTAKE AIR MAINTAIN LEARANC12'MIN. OVE HIGHEST COLD WATER SUPPLY 1--jt 6Z.r1Z ANTICIPATED SNOW LEVEL EXHAUST VENT/COMBUSTION AIR OVERFLOW DRAIN FLASHING MAXIMUM OF 24'ABOVE ROOF. AMTROL THERMAL EXPANSION 61 •�T OP�\\\ TANK MODEL ST-12 WAR SEISMIC SUPPORT <<c F OF Y E� #4 SHEET LEAD BASE, MAKE ROOF PENETRATION PER CODE N'Y A 2'HIGH OVERFLOW SET IN PLASTIC CEMENT, IN FIELD OF ROOF 1'CLEARANCE ALL STAND PIPE OR EQUIVALENT. DISCHARGE SUPPLY AROUND HOT WATER OUTLETPIPING TO FIXTURESROOF DRAIN I TEMPERATURE& ARCHITECT STAMP ROOF &ANCHOR PUNCH HOLES BALL VALVE PRESSURE REUR VFIJSHING COLLAR IN E.P.D.M.TO (TYPICAL) --ACCOMMODATE WRAP VENT WITHFULL SIZE PIPE TOBOLTSINSULATE EXHAUST DUCT r EXTERIOR INSULATION O 1SI• GAS SUPPLY PIPE . �� '...... i WITH 1/2'ARMAFLIX 1Ir - CLOSED—CELL FUTURE RECIRC.LINE �_GAS COCK y - INLET STRAINER W/ FOAM INSULATION R IR.LINE (� BLOW—DOWN VALVE 2�—UNION EXTEND E.P.D.M. , 1/2'INTO PROVDE REAl DUCED PRESSURE TYPE g - BRONZE OR SS DRIP LEG DRAIN BOWL CONTINUOUS BACK FLOW PREVENTR, i �z CIRCULATING PUMP, H NSULATION,TYP. —— —— WATER BLOCK o SR SCHEDULE ROOF CONSTRUCTION, SEAL FIXED AIR GAP FITTING Nzz OOF DRAIN SEE ARCHITECTURAL WITH DRAIN TO FLOOR SINK a DRAIN VALVE DRAIN PAN PLANS FOR IZE DRAWINGS INCOMING COLD WATER Q DRAIN PAN,DRAIN TO FLOOR DRAIN/SINK _._ _... _... 8 ROOF/OVERFLOW DRAIN 7 REDUCED PRESSURE BACKFLOW PREVENTER 6 CONCENTRIC VENT THROUGH ROOF DETAIL 0 5 GAS RECIR.W/H DETAIL SCALE:NITS SCALE:NTS SCALE:N.T.S. SCALE:NITS y A 1 COLD HOT WATER DI WATER SUPPLY w SOFT WATER SUPPLY TO STERILIZERS AND )- SUPPLY AUTOCLAVES 2 z O 0 � C) COLD WATER 2 SUPPLY Z � J CD 1 H111L9 �A $6 U ~eD I 0 LI-IWATER r HEATER —— —— w U(1) CO o SOFT DI DI J 0 WATER BOTTLE BOTTLE U Q Z z TANK O LL m 0 BRINE wJ J TANK > N Z ~ z REVISIONS 1 Z NO. REMARKS c Ll L 1, PLAN CHECK&COORD. 0 U KEYED NOTES: ® - o i 1. BYPASS VALVES USED ONLY WHEN CHANGING DI BOTRES. NORMAL FLOW IS Z�4, LL 0 ! � THROUGH BOTH BOTTLES. CHECKED GE y 2. 0-100 PSI,2-1/2'GAGE WITH GAGE COCK. W ogrE 6-13-16 U (g WATER CONDITIONING SCHEMATIC PIPING DRAWN TM U SCALE:NTS JOB NO. 16010 1 ¢ E N G I N E E R I N G SHEET NUMBER N sao tan c�,poral��..,sr.ta3 Meridian lD836A2 ph 2-2-2- P4. f,x 20&28&2182 P.oHxi t6eHnto3 ', n y y ELECTRICAL LEGEND "Bill IS GENERAL IN NATURE NOT ALL OF THE SYABUS BROWN ARE USED IN THIS PROJECT.) ABBREVIATIONS & DESCRIPTIONS L, W U ; POq A AMPERES J/JB JUNCTION BOX (_' N r� Z F (SEE LUMINARE SCHEDULE FOR EXACT REQUIREMENTS) CIRCURINO SYI+BOLB FIRE ALARM AC ABOVE COUNTER;REFER TO ARCHITECTURAL ELEVATIONS KW KILOWATT y °? SIMPLEX OUTLET.+18'AFF UNO. ® FOR REQUIRED HEIGHT. KWH KILOWATT HOUR SINGLE FACE EXIT SIGN.CEILING MOUNTED. CONDUIT STUBBED,CAPPED,AND F PULLSTATION.+48'AFF. 111y A N N MARKED WITH PULL CORD. AFF ABOVE FINISHED FLOOR M MAGNETIC CONTACTOR COIL ��L-� 4 DUPLEX CLARET.+18'AFF LINO. _o AFG ABOVE FINISHED GRADE MB MAN BREAKER If,l;s$• to ¢o DOUBLE FACE EXIT SIGN.CEILING MOUNTED. CONDUIT UP. FIRE ALARM HORN.+80'AFF UNO. AT AMPERE FRAME MCC MOTOR CONTROL CENTER hL�--�'yyI C - DUPLEX OUTLET.MOUNTED ABOVE COUNTER LINO. AHJ AUTHORITY HAVING JURISDICTION MILO MAIN LUGS ONLY 19=1 p- U a ! SINGLE FACE IXR SIGN.WALL MOUNTED. —3 CONDUIT DOWN. ��--��((15 FIRE ALARM STROBE.+80'AFF TO BOTTOM OF AT AMP TRIP MS MOTOR STARTER DUPLEX OUTLET.+18'AFF UNO WITH GROUND DEVICE,UNO.STROBE INTENSITY INDICATED. AWG AMERICAN WIRE GAUGE MH MANHOLE i� FAULT INTERRUPTION PROTECTION. A --►X-/ HOMFRUN.PAAl0.AND CIRCUIT AS BW BLANKET WARMER TAW MICROWAVE � DUPLEX OUTLET.MOUNTED ABOVE COUNTER UNO y DOUBLE FACE EXIT SIGN.WALL MOUNTED. INDICATED. - as a WITH GROUND FAULT INTERRUPTION PROTECTION. F 15 FIRE ALARM HORN/STROBE+80-AFF TO BOTTOM C CONDUIT N NEUTRAL VI SINGLE FACE COMBO IXR SIGN/EMERGENCY CIRCUIT CONCEALED IN CEIUNG OR OF DEVICE,LINO.STROBE INTENSIFY INDICATED. CB CIRCUIT BREAKER NC NORMALLY CLOSED VI O SWITCHED DUPLEX OUTLET.+18'AFF LINO. LUMINAIRE WALL MOUNTED. WPlI. 3/4'-2�'12,112G LINO. CC CRASH CART NCL NON CRITICAL LOAD N c �]F FIRE ALARM BELL+80'AFF UNO. CKT CIRCUIT NEC NATIONAL ELECTRICAL CODE DUPLEX CLARET WITH INTEGRATED USB y ARROW INDICATES DIRECTION TO BE SHOWN ON --- CIRCUIT CONCEALED IN FLOOR OR CL CRITICAL LOAD NIC NOT IN CONTRACT ¢ CHARGING OUTLETS.+18'AFF UNO. SIGN. UNDERGROUND.3/4'-2#12,1#1213 CLG CEILING NO NORMALLY OPEN C^" ¢w DUPLEX ISOLATED GROUND OUTLET.+18'AFF UNO. UNO. ND I DUAL FIRE ALARM HORN.+80'AFF UNO. CM COILING MOUNTED NTS NOT TO SCALE L, m LIGHT FIXTURE. 00 CONDUIT ONLY,PROVIDE PULL-UNE OL OVERLOAD DUPLEX ISOLATED GROUND OUTLET.MOUNTED 15 D MECHANICAL DUCT-MOUNTED DEVICE OS OCCUPANCY SENSOR # ABOVE COUNTER UNO. LIGHT FIXTURE. GROUNDING }cL FIRE ALARM STROBE.CEILING MOUNTED. }r� DC DIRECT CURRENT OFCI OWNER FURNISHED CONTRACTOR INSTALLEDam ` DUPLEX 20A OUTLET.+18'AFF UNO. CONDUCTOR STROBE INTENSITY INDICATED. DET DETAIL P PHOTO m X'-X#X,X#XG SIZE }�{15 FIRE ALARM HORN STROBE.CEILING MOUNTED. E EMERGENCY/CRITICAL CARE PC PHOTOCELL DUPLEX 20A OUTLET.MOUNTED ABOVE COUNTER UNO. = LIGHT FIXTURE / }Tl STROBE INTENSITY INDICATED. (E) EXISTING PVC POLYVINYL CHLORIDE N RACEWAY SIZE) \ CONDUCTOR SIZE FIRE ALARM CHIME/STROBE.+80'AFF TO BOTTOM EF EXHAUST FAN RCPT RECEPTACLE ME SINGLE 20A OUTLET.+18"AFF UNO. o SUSPENDED LIGHT FIXTURE. `CONDUCTOR QUANTITY OF DEVICE,LINO.STROBE INTENSITY INDICATED. EL EMERGENCY LIGHT (R) RELOCATED FOURPLEX OUTLET.+18'AFF UNO. � WALL MOUNTED FIXTURE. EWC ELECTRIC WATER COOLER REPLACED FIRE ALARM CHIME/STROBE CEILING MOUNTED. EWH ELECTRIC WATER HEATER REF REFRIGERATOR STROBE INTENSITY INDICATED. F FUSE SER SERVICE ENTRANCE RATED FOURPLIX CURET.MOUNTED ABOVE COUNTER LINO. (� WALL SCONCE FIXTURE ONE LINE FACE FIRE ALARM CONTROL PANEL SPST SINGLE POLE SINGLE THROW SD SMOKE DEFECTOR.CEILING MOUNTED UNO. FVNR FULL VOLTAGE NON-REVERSING TC TIME CLOCK FOURPLEX ISOLATED GROUND OUTLET.+78'AFF LINO. 1'1 WALL PACK FlgE. G/GAD GROUND TOR TIME DELAY RELAY Sd HD HEAT DETECTOR.CLUNG MOUNTED LINO. GFl GROUND FAULT INTERRUPTION TJB TERMINAL JUNCTION BOX FOURABOVE ISOLATED GROUND CURET.MOUNTED a UNDERCABINET MOUNTED FIXTURE BRANCH GFP GROUND FAULT PROTECTION TSP TWISTED SHIELDED PAIR ABOVE COUNTER LINO. ADDRESSABLE SMOKE DETECTOR.CEILING rn F• PANEL BRANCH PANEL SD MOUNTED LINO. HH HIGH INTENSITY TTB TELEPHONE TERMINAL BOARD J i FOURPLIX CONVENIENCE CURET,+18'AFF LINO. l o�v. TRACKLIGNT. HID HIGH INTENSITY DISCHARGE 7V55 TRANSIENT VOLTAGE SURGE SUPPRESSER (I)RECEPTACLE IS TO BE CONTROLLED 8Y A LOCAL •� ADDRESSABLE HEAT DEFECTOR.CEIUNG HOA HAND OFF AUTO TYP TYPICAL v_g �'d .Y OCCUPANCY SENSOR.THE CONTROLLED RECEPTACLE O PENDANT LIGHT FIXTURE. HO MOUNTED UNO. HP HOUSE PHONE UN UNIT HEATER < �- SHALL BE GRAY IN COLOR.THE OTHER RECEPTACLE WAG HEATING,VENTILATING,&AIR CONDITIONING UNO UNLESS NOTED OTHERWISE SHALL BE UNCONTROLLED(UNSWFTCHED)AND WHITE ROUND DECORATIVE LIGHT FIXTURE.SURFACE SD HVAC DUCT SMOKE DETECTOR. I IONIZATION V VOLT CIRCUIT BREAKER.SIZE AND TYPE AS z IN COLOR. � MOUNT ,A ID IN-DUCT VA VOLT AMPERE w�o zN SPECIFIED. EOL END OF LINE RESISTOR. IC INTERRUPTING CAPACITY WG PROVIDE PROTECTIVE WIRE GUARD > o SPECIALIUIPMPURPOSE PIPLER VERIFY SIZE AND TYPE O RECESSED LIGHT FIXTURE. � 0 FLOW Sil IG ISOLATED GROUND Mo WEATHER PROOF/NEMA 3R INT INTERCOM XFMR TRANSFORMER CONSULTANT STAMP > ® CONNECTION POINT TO EQUIPMENT SPECIFIED, C RECESSED WALL WASH LIGHT FIXTURE. CIRCUIT BREAKER.FRAME SIZE(AF) Q TAMPER SWITCH. �+ FURNISHED AND INSTALLED UNDER OTHER SECTIONS. � AND TRIP PLUG/RATING(AT),3 POLE, SHEET INDEXt. ��Ta+u 30AT pS PRESSURE SWITCH. '�' GEII ELECTRICAL CONTRACTOR FINAL SUPPLY RACEWAY, ® PORCELAIN LAMP HOLDER. LINO. EO.O ELECTRICAL COVER SHEET 9 CONDUCTORS AND MARE FINAL CONNECTION TO I pN POST INDICATOR VALVE. f- Y // EQUIPMENT UNDER THIS SECTION,UNO. WALL MOUNTED PORCELAIN LAMP HOLDER. 0 ' Fire Alarm Plans shall be sent the State Fire Marshal Office and designed in accordance with NFP 7.PI2 ans shall 5 • Q E0.1 ELECTRICAL SPECIFICATIONS SHEET ® 15A FUSE SIZE AND TYPE AS SPECIFIED, Q be in 1/8 inch scale and may be sent electronically to verl.iarvielCmdoi Idaho gov.Hard co Les are no longer m O DUPLEX CURET.FLUSH,BOOR MOUNTED. DH ELECTROMAGNETIC DOOR HOLDER. E0.2 ELECTRICAL IECC ENERGY COMPLIANCE FORMS 'j • ® CEILING FAN. PROVIDE FUSE FOR EACH POLE,3 E2.0 LIGHTING PLAN P e 1 N P V DUPLEX SWITCHED OUTLET.FLUSH,FLOOR MOUNTED. POLE,UNO. DM FIRE/SMOKE DAMPER. E2.1 POWER PLAN accepted. ` ® E22 SPECIAL SYSTEMS PLAN Idaho State Fire Marshal DUPLEX ISOLATED GROUND OUTLET.FLUSH,FLOOR CEILING FAN WITH LIGHT KR. LED INDICATOR LIGHT. E2.3 ELECTRICAL ROOF PLAN 1820 E.v'^Street,Suite NY20 N A MOUNTED. 30A INTERRUPTER SWITCH.SIZE AS E3.0 ELECTRICAL DETNLS AND SCHEDULES f ® MOUNTED. OUTLET.FLUSH,FLOOR MOUNTED. ( INDICATED,3 POLE,UNO. OF LED INDICATOR LIGHT WITH TEST SWITCH. Idaho Falls,Idaho 83404 •O POLE LIGHT 1 HEAD ROUND WITH POLE. I E3.1 ELECTRICAL PANEL SCHEDULES 1 ARCHITECT STAMP 6/13/ib e I SPECIAL PURPOSE OUTLET.FLUSH,FLOOR MOUNTED. 0-0 POLE LIGHT 2 HEAD ROUND WITH POLE. \ _�w��up. NUBM GENERAL ELECTRICAL NOTES t',D-=--"--I WIREMOLD OUTLET. "O POLE LIGHT 1 HEAD SQUARE WITH POLE. WAS FUSED SWITCH.SWITCH SIZE(AS)& _ FUSE SIZE(AF)AS INDICATED,3 POLE, (RE:ALL ELECTRICAL SHEETS) MOTOR CONNECTION.RE:MECHANCIAL EQUIPMENT 4 �❑ POLE LIGHT 2 HEAD SQUARE WITH POLE. 30� LINO. O NURSE CALLDEVICE:'X'DENOTES PANEL TYPE 1, ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL �V SCHEDULE BELOW: CODE,INTERNATIONAL FIRE CODE,AND ALL OUTER STATE AND LOCAL CODES. CONTRACTOR SHALL IMMEDIATELY Q POWERPOLE-DUAL CHANNEL.. � BOLLARD LIGHT. NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN SET OR FIELD CONDITIONS DO NOT MEET REQUIRED Y A NOTIFIES STAFF THAT EMERGENCY HELP IS NEEDED CODES. DRAW OUT CIRCUIT BREAKER FRAME AT THIS LOCATION. PAD MOUNT TRANSFORMER. DECORATIVE POST-TOP LIGHT. -PRESS ON FLASHING FOR HELP AND ALSO BEEP 2. PROVIDE RRESTOPPING FOR ALL FLOOR,CEILING AND FlREWALL PENETRATIONS FROM ELECTRICAL FIXTURE,DEVICE 3 PO SIZE AND TRIP PLUG RATING(AT), , ® POLE,LINO. TWICE EACH 5 SECONDS AT PANEL'E. RACEWAY,AND CABLE PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FlREWA.LL ASSEMBLY LOCATIONS. 3 ' •-Q SPOT/FLOOD LIGHT. -PRESS AGAIN TO RESET OFF. 1 COMMUNICATIONS MONITORED AT CORRESPONDING PANEL'B'(OUTSIDE 3. ELECTRICAL CAL DEVICES AND LINLWORK ARE SHOWN BOLD FOR NEW,BOLD/DASHED FOR DEMO AND SCREENED FOR p RM),'E'(AT CONTROL STATION),AND'F'(AT EXISTING. 3E TELEPHONE OUTLET,FOUR-SQUARE DEEP TYPE BOX La EMERGENCY EGRESS LIGHT.WALL MOUNTED. \ INDIVIDUAL BREAKER FRAME(AF)SIZE RECEPTION). WITH SINGLE GANG MUDRING.LOCATED AT 18'AFF LINO. ) AND TRIP PLUG RATING(A77,NEMA 1 4. FIRE ALARM SYSTEM IS DESIGN BUILD BY ELECTRICAL CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE WITH DM EMERGENCY EGRESS UGHT.CEILING MOUNTED. UNO,3 POLE UNO. B NOTIFIES STAFF THAT HELP IS NEEDED AT THIS NFPA ALAR 72 AND ALL OTHER STATE AND LOCAL CODES.PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR ALL FIRE V TELEPHONE OUTLET,FOUR-SOUARE DEEP TYPE BOX LOCATION ALARM DEVICES REQUIRED BY LOCH.AUTHORITY HAVING JURISDICTION,INCLUDING BUT NOT UNITED TO HVAC • WITH SINGLE GANG MUDRING.LOCATED ABOVE COUNTER TU CAN AND BFFP SHUTDOWN,FIRE ALARM CONTROL PANEL,INITIATING AND ANNUNCIATING CIRCUITS.FIELD INSPECTION IS REQUIRED TO -ON STEADY=COME WHEN YO UNO. EACH SECONDS UNTIL N YO VERIFY THIS INFORMATION PRIOR TO BID. •` Y TELEPHONE/DATA OUTLET,FOUR-SQUARE DEEP TYPE O METER. -ON SLOW FLASH=HELP NEEDED NOW AND BEEP a EACH 5 SECONDS UNTIL RESET. 5. PROVIDE AND INSTAL 3/4-CO TO ACCESSIBLE LOCATION ABOVE SUSPENDED CEILING,UNLESS NOTED OTHERWISE FOR BOX WITH SINGLE GANG MUDRING.LOCATED AT+18' d DATA TELEPHONE AND TELEVISION DEVICES.DATA,TELEPHONE AND TELEVISION CABLING ARE NOT PROVIDED UNDER AFF LINO. S/ SWITCH.TYPE AS INDICATED.+46'Al"F,LINO. O AMMETER. CONTROLLED BY CORRESPONDING SWITCH AT PANELS THIS CONTRACT. 2 DOUBLE POLE A','C'AND'D'. W SZ DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH 3 3-WAY O VOLTMETER. 6. EMERGENCY UGHTING SYMBOLS ARE SHADED ON THE LIGHTING PLANS.EMERGENCY LIGHTING AND EGRESS LIGHTING SINGLE GANG MUDRING.LOCATED AT 18'AFF UNO. 4 4-WAY ARE GENERATOR BACKED. F- D DIMMER K KIRK KEY LOCK. 8-1 NOTIFIES STAFF THAT HELP IS NEEDED AT ONE OF + $ DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH HP HORSEPOWER RATED THESE ZONE LOCATIONS. 7, DESIGN OF ELECTRICAL REQUIREMENTS,FOR MECHANICAL EQUIPMENT,IS BASED ON MECHANICAL EQUIPMENT W SINGLE GANG MUDRING.LOCATED ABOVE COUNTER K KEYED GFP GROUND FAULT PROTECTION. WHEN ON SLOW FLASHING=NEED HELP NOW.WILL SPECIFIED.MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS LINO. LV LOW VOLTAGE REPEAT BEEP UNTIL RESET. U = M MOMENTARY CONTACT TVSS TRANSIENT VOLTAGE SURGE SUPRESSION. CONTROLLED BY SWITCH AT PANEL V. DIFFERENT FROM THAT SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT LIMBED TO OVERCURRENT F- M MANUAL MOTOR STARTER F•- TELEPHONE CURET.FLUSH,FLOOR MOUNTED. PROTECTION,LOCAL DISCONNECTING MEANS,WIRE SIZING AND DESIGN COSTS. O Uj W M / OS OCCUPANCY SENSOR O SHUNT TRIP COIL C NOTIFIES STAFF THAT EMERGENCY HELP IS NEEDED ` V TELEPHONE DATA OUTLET.FLUSH,FLOOR MOUNTED. P PILOT LIGHT 8. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS FOR AREAS OF PLENUM RATING.PROVIDE PLENUM RATED �p DATA OUTLET.FLUSH,FLOOR MOUNTED. T TIMER � KILOWATT HOUR METER. AT THIS LOCATION. CABLING WHERE REQUIRED. W Z V1 • TO THERMAL OVERLOAD -PRESS ONCE TO ON SLOW FLASHING=NEED QS SPEAKER.CEILING MOUNTED WITH BACKBOX. V VOLUME CONTROL KVA2 KILOVAR DEMAND METER. -PRESTAFF HELP NOW. D W >r -PRESS AGAR TO RESET OFF. w n VS VACANCY SENSOR MONITORED AND BEEP AT CORRESPONDING PANEL'B' CO F—too U Q SPEAKER.WALL MOUNTED WITH BACKBO%+80'LINO. o SUPERSCRIPT INDICATES LIGHTS TO BE TEST TEST BLOCK. U)0 Ch SWITCHED TOGETHER (OUTSIDE RM)'B-1'(SOIL/CLEAN UTILITY),'E' U u, TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. (CONTROL STATION),&'F(RECEPTION). J i o s +18'AFF UNO. MULTI-LEVEL SWITCHING,TO MEET LIGHT OVERHEAD SERVICE DROP. MOUNTING HEIGHTS DETAIL W U)U) v o ® TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. REDUCTION LEVELS PER ENERGY CODE AS D NOTIFIES STAFF THAT HELP IS NEEDED IN THIS ROOM. > U J Z CEILING MOUNTED. SHOWN. PROVIDE ADDITIONAL OR STEP- _{E--.�r��-,�y��y� GENERATOR SET.MAIN BREAKER SIZE -PULL LEVER SWITCH CORD OR PRESS'NEED HELP' ��4�D Q LL O N ❑® DIMMING BALLASTS WHERE REQUIRED. ILA INDICATED. ON SLOW FLASHING TO CALL FOR HELP.WILL "7ti'ti-1 1D J TELEVISION OUTLET.FLUSH,FLOOR MOUNTED. W Z U ~• UI ® �- TRANSFER SWITCH. INDICATE BY LIFTING LEVER SWITCH.ANEL'E'UNTIL RESET OFF 0> J V /� OCCUPANCY SENSOR CEILING MOUNTED. O d MISCELLANEOUS 4 PHOTOCELL WALL MOUNTED. MONITORED AT CORRESPONDING PANEL-B' (OUTSIDE W � • x - GUTTER. ROOM) t Qj JUNCTION BOX. OP PHOTOCELL CEILING MOUNTED. REVISIONS METER AND BASE. E NOTIFIES STAFF THAT EMERGENCY HELP IS NEEDED U) QJ JUNCTION BOX,WALL MOUNTED. /� AND ROOM LOCATION. NO. REMARKS Z 4 TIMECLOCK.WAll.MOUNTED. -WHEN ON STEADY AND ONE BEEP EVERY 10 F T X THERMOSTAT.+56'AFF LINO.UNIT CONTROLLED s NEUiFN- NEUTRAL SECONDS=COME WHEN YOU CAN. PANEL ®� 1 PLAN CHECK 8 COORD. 0 ci Q SINGLE BUTTON,WALL MOUNTED PUSHBIfFlON. INDICATED. 1 .. . . . -WHEN ON FAST FLASH AND BEEP TWICE EACH 5 i > MOUNT AT SWITCH HEIGHT LINO. TRANSFORMER rc (u�X HUMIDISTAT.+56'AFF UNO.UNIT CONTROLLED 744vf SECONDS=HELP IS NEEDED NOW. N 90' w Y INDICATED. 00o THREE BUTTON,WALL MOUNTED PUSHBURON. CONTROLLED BY CORRESPONDING SWITCH ON PANELS 78, O MOUNT AT SWITCH HEIGHT UNO. 'A','C',AND V. SURFACE MOUNTED PANELBQARD/ENCLOSURE.SEE I'L 9 i ®SCHEDULE FOR TYPE MOTOR STUTTER/CONTACTOR. 3 all FLUSH MOUNTED PANEUEOARD/ENCLOSURE SEE F NOTIFIES STAFF THAT EMERGENCY HELP IS NEEDED. 56' CHECKED TJL W SCHEDULE FOR TYPE OJ COMBINATION STARTER AND DISCONNECT. -FLASHING'EMIR HELP'AND ALSO BEEP TWICE EACH 46- 5 SECONDS(UNTIL RESET).EXACT ROOM IS DATE 6-13-16 � X NON-FUSED DISCONNECT SWITCH.SIZE AS �f�ksM a DRAWN TJL Cl) ' U ®AM MECHANICAL EQUIPMENT SYMBOL(RE:MECHANICAL INDICATED AT PANEL'E'. DRAWINGS FOR EXACT LOCATION OF UNITS). INDICATED,NEMA 1 UNO,3 POLE UNO. CONTROLLED BY'EMIR HELP'SWITCH ON PANELS'A-, 18' JOB NO. 16010 'C',AND'D'. X FUSED DISCONNECT SWITCH.SIZE AS INDICATED, ` E N G I NE'B R I N G SHEET NUMBER ¢ ® INDICATES FIXTURE TYPE REFER TO LUMINARE ❑F'� FINISH FLOOR NEMA 1 LINO,3 POLE LINO. a' ro MeddunWV642 SCHEDULE 94n bast Crnpamte Dr.,Ste.IQ3 FO•o ATS AUTOMATIC TRANSFER SWITCHph �6tm ` mazee-nat fax 2f19-288-2162 PNHt µ. N ELECTRICAL SPECIFICATIONS •° PART 1 - GENERAL B. FOR WIRE SIZES#6 AWG AND LARGER:T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M#33+OR PLYMOUTH 3.4 - RACEWAY AND CABLE INSTALLATION 'SLIPKNOT GREY TAPE INSULATION. 1.1 SCOPE OF WORK A ABOVE GRADE:RIGID STEEL OR IMC IN WET LOCATIONS,WHERE SUBJECT TO MECHANICAL DAMAGE AND IN 2.6 PANELBOARD CONCRETE OR BLOCK WALLS,EMT IN OTHER LOCATIONS WHERE PERMITTED BY CODE.METAL CUD OR NM CABLE y FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED AND NECESSARY TO WITHIN UNITS,ONLY WHERE ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. COMPLETE THE WORK SHOWN ON THE DRAWINGS AND ALL OTHER WORK AND MISCELLANEOUS ITEMS,NOT SPECIFICALLY PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D.GENERAL ELECTRIC,SIEMENS,OR CUTLER HAMMER.PROVIDE �•' MENTIONED,BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION,INCLUDING ALL ACCESSORIES AND B. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WALLS,CEILINGS,AND FLOORS,UNLESS OTHERWISE INDICATED. APPURTENANCES REQUIRED FOR TESTING THE SYSTEM.IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT PANELBOARDS AS INDICATED ON SCHEDULES,WITH THE FOLLOWING FEATURES:HARD-DRAWN COPPER BUS(98 PERCENT < ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION.THIS PROJECT INCLUDES ELECTRICAL SERVICE,GENERAL CONDUCTIVITY),MECHANICAL-TYPE MAIN AND NEUTRAL LUGS,NEUTRAL BUS RATED 100 PERCENT OF PHASE BUS, C. INSTALL RACEWAYS AND CABLES AT LEAST SIX(6)INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR GROUND BUS BONDED TO ENCLOSURE,BOLT-ON MOLDED-CASE THERMAL-MAGNETIC BREAKERS. r, q POWER,LIGHTING,AND COMMUNICATIONS SYSTEM RACEWAY.FIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY GENERAL NOT-WATER PIPES. LOCATE HORIZONTAI.RACEWAY RUNS ABOVE WATER AND STEAM PIPING. 1! .i N o CONTRACTOR.COMMUNICATIONS SYSTEM CABLING AND HEAD-END EQUIPMENT IS BY OWNER. A ISOLATION PANELBOARD SHALL BE AS MANUFACTURED BY POST GLOVER OR AN APPROVED EQUAL THE PANELS SHALL BE UL LISTED UNDER STANDARD 1047. ISOLATION TRANSFORMER SHALL BE SINGLE-PHASE 6OHZM, D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM ENTERING. 4, sr a 1.2 CODE COMPLIANCE 7.5KVA,WITH A 208V PRIMARY AND 120V SECONDARY.THE LINE ISOLATION MONITOR SHALL BE POST GLOVER u19 MARK V. IT SHALL CONTINUOUSLY MONITOR THE IMPEDANCE FROM EACH SECONDARY CONDUCTOR TO GROUND E. MAKE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER IS NOT REDUCED. KEEP LEGS OF BENDS IN THE SAME n •°! WITHOUT THE US OF SWITCHING CIRCUITRY AND SHALL DISPLAY THE TOTAL HAZARD CURRENT OF THE SYSTEM ON PLANE AND STRAIGHT LEGS OFFSETS PARALLEL,UNLESS OTHERWISE INDICATED. O" ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST RULES,CODES AND REGULATIONS,INCLUDING,BUT NOT LIMITED --- n MJ AMMETER. THE LIT SHALL NOT CONTRIBUTE MORE THAN E MICROAMPSVALUE TO THE TOTAL HAZARD CURRENT •- N TO OSHA,THE NATIONAL ELECTRICAL CODE,INTERNATIONAL BUILDING AND FIRE CODES,NFPA AND OTHER APPLICABLE C OF THE SYSTEM.THE LIAR SHALL HARM WHEN THE THC REACHES A VALUE OF 5 MILLIAMPERES. F. USE RACEWAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS AND CABLES AND SUITABLE FOR THIS - s= a STATE AND LOCAL LAWS AND REGULATIONS.CODE COMPLWJCE IS MANDATORY.NOTHING IN THESE DRAWINGS AND �) APPLICATION AND LOCATION. LI• = �rc y SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS,COMPLY WITH DRAWINGS AND SPECIFICATIONS. 2.7 SWITCHBOARD G. INSTALL RACEWAYS EMBEDDED IN SLABS IN MIDDLE THIRD OF SUB THICKNESS WHERE PRACTICAL,AND LEAVE AT `-•i ci OU rc LEAST 1-INCH OF CONCRETE COVER. Ck m 1.3 LICENSE. FEES AND PERMITS SWITCHBOARD SHALL BE AS MANUFACTURED BY SQUARE D,CURER HAMMER,GE OR SIEMENS,NO SUBSTITUTIONS. a SWITCHBOARD OF SUITABLE VOLTAGE AND AMPERAGE RATINGS SHALL BE LOCATED IN A DEDICATED ELECTRICAL ROOM. 1. SECURE RACEWAYS TO REINFORCING RODS TO PREVENT SAGGING OR SHIFTING DURING CONCRETE ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL LICENSE,PERMIT AND INSPECTION FEES. SWITCHBOARDS SHALL BE FRONT ACCESSIBLE ONLY.THE SWITCHBOARD SHALL HAVE GROUND FAULT PROTECTION ON PLACEMENT. a THE MAIN SWITCH,FEEDERS TO THE KITCHEN AND POOL PANELS,AND ALL FEEDERS 1000A AND LARGER.PROVIDE 1.4 CONDITIONS AT SITE TIN-PLATED ALUMINUM BUS.HORIZONTAL BUS SHALL NOT BE REDUCED.MAIN DEVICES SHALL BE INDIVIDUALLY 2. SPACE RACEWAYS LATERALLY TO PREVENT VOIDS IN CONCRETE. I 7 MOUNTED;DEVICES IN THE DISTRIBUTION SECTION SHALL BE GROUP MOUNTED.PROVIDE C.T.METERING COMPARTMENT " AS COORDINATED WITH LOCAL UTILITY.FEEDER DEVICES SHALL BE MOLDED CASE CIRCUIT BREAKERS.FIVE(5%)SPARE 3. INSTALL CONDUIT LARGER THAN 1-INCH TRADE SIZE PARALLEL TO OR AT RIGHT ANGLES TO MAIN r`.i l� �A .• VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL WILL BE HELD TO HAVE FAMILIARIZED CAPACITY WILL BE PROVIDED WITH SPACE FOR CORRESPONDING DEVICES.LIGHTNING ARRESTORS AND SURGE ? 1 6t° "( REINFORCEMENT. WHERE CONDUIT IS AT RIGHT ANGLES TO REINFORCEMENT,PLACE CONDUIT CLOSE TO THEMSELVES WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED SUPPRESSION CAPACITORS SHAH BE INSTALLED U EACH SERVICE.AN AMMETER,VOLTMETER AND WATT-HOUR DEMAND SLAB SUPPORT. e N BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR VIOL LANES OF OTHER SERVICES THAT ARE METER WILL BE PROVIDED FOR EACH SERVICE.PULSE INITIATION TO THE EMS HOSE COMPUTER WILL BE PROVIDED. r DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE REPAIRED AT NO EXPENSE TO THE OWNER TO COMPLETE 4. TRANSITION FROM NONMETALLIC TUBING TO RIGID STEEL CONDUIT,OR IMC BEFORE RISING ABOVE FLOOR. SATISFACTION OF THE OWNER. 2.8 RACEWAYS 1.5 SAFETY H. MAKE EXPOSED BENDS IOR RANKED RUNS FROM SAME CENTERUNE IN ORDER THAT BENDS ARE PARALLEL. USE A OUTDOORS: FACTORY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL;OTHERWISE,PROVIDE FIELD BENDS FOR EXPOSED PARALLEL RACEWAYS. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING EXPOSED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. CONCEALED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT I. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE NO. 14 AWG ZINC-COATED STEEL OR MONOFlLAMENT PLASTIC UNDERGROUND:RIGID NON-METALUC CONDUIT LINE WITH NOT LESS THAN 200-LB TENSILE STRENGTH. LEAVE AT LEAST 12-INCHES OF SLACK AT EACH END OF 1.6 GUARANTEE TO VIBRATING EQUIPMENT:LIQUID-TIGHT FLEXIBLE METAL CONDUIT PULL WIRE. U) GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR B. INDOORS: J. INSTALL TELEPHONE AND SIGNAL SYSTEM RACEWAYS,2-INCH TRADE SIZE AND SMALLER,IN MAXIMUM LENGTHS OF i € AFTER DATE OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS 150 FEET(45 M)AND WITH A MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT. SEPARATE LENGTHS WITH v PERIOD,WITHOUT CHARGE EXPOSED:ELECTRICAL META UC TUBING,RIGID STEEL CONDUIT,PVC-COATED RIGID STEEL CONDUIT PULL OR JUNCTION BOXES WHERE NECESSARY TO COMPLY WITH THESE REQUIREMENTS,IN ADDITION TO 0 CONCEALED:ELECTRIC METALLIC TUBING,METAL CUD,NM(WHERE ALLOWED BY LOCAL AHJ) REQUIREMENTS ABOVE. 1.7 SUBSTITUTIONS DAMP OR WET LOCATIONS:RIGID STEEL CONDUIT mU y TO VIBRATING EQUIPMENT:FLEXIBLE METAL CONDUIT AsK. CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE TRANSMISSION,OR MOVEMENT WITH A MAXIMUM o � < WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN USTED FOR VARIOUS ITEMS OF EQUIPMENT,ANY ONE OF 72-INCH FLEXIBLE CONDUIT. INSTALL LFMC IN WET OR DAMP LOCATIONS. INSTALL A SEPARATE GROUND OF WHICH WILL BE ACCEPTABLE.BASE THE BID ON USE OF MATERIALS SPECIFIED.IF,AFTER AWARD OF THE CONTRACT, 29 GENERATOR CONDUCTOR ACROSS FLEXIBLE CONNECTIONS. A SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH A . CONSULTANT STAMP a STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED.THE L SET FLOOR BOXES LEVEL AND TRIM AFTER INSTALLATION TO FIT FLUSH TO FINISHED FLOOR SURFACE. ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF PROPOSED SUBSTITUTIONS,IF A SUBSTITUTE ITEM IS PERMITTED, THE GENERATOR SET SHALL BE STANDBY DUTY RATED AT 125 eKW,208 V,3-PHASE 60 HERTZ. GENERATOR SET 9g\ONN• AND ANY REDESIGN EFFORT IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE CONTRACTOR'S SHALL BE SIZED TO OPERATE AT THE SPECIFIED LOAD. MAXIMUM EXPECTED USAGE IS 500 HOURS/YEAR.THE M. CONDUCTORS:TYPE THHN/THWN INSULATED CONDUCTORS IN RACEWAY. CFN6S�o� EXPENSE. ENGINE SHALL BE DIESEL FUEL(4)CYCLE,WATER-COOLED,WHILE OPERATING WITH NORMAL SPEED NOT EXCEEDING yQ� �` 1800 RPM.THE ENGINE WILL UTILIZE IN-CYLINDER COMBUSTION TECHNOLOGY,AS REQUIRED,TO MEET APPLICABLE N. INSTALL SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL AND THAT POSSESS EQUIVALENT OR / v 1.8 SHOP DRAWINGS AND MATERIALS LISTS EPA NON-ROAD MOBILE REGULATIONS. BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN UNSPUCED CONDUCTORS. Q � ~: A DIGITAL VOLTAGE REGULATOR: 0. INSTALL WIRING AT OUTLETS WITH AT LEAST 12 INCHES OF SLACK CONDUCTOR AT EACH OUTLET. SUBMIT TO THE ENGINEER SEVEN(7)COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS FOR REVIEW WITHIN �/p QP VOP THIRTY(30)DAYS AFTER AWARD OF CONTRACT,ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY SHALL BE A MICROPROCESSOR BASED WITH FULLY PROGRAMMABLE OPERATING AND PROTECTION CHARACTERISTICS. P. CONNECT OUTLET AND COMPONENT CONNECTIONS TO WIRING SYSTEMS AND TO GROUND. TIGHTEN ELECTRICAL THAN A LISTED UNDER A PROMINENT HEADING ENTITLED'DEVIATIONS'. THE REGULATOR SHALL MAINTAIN GENERATOR OUTPUT VOLTAGE WITHIN+/-0.25%FOR ANY CONSTANT LOAD BETWEEN CONNECTORS AND TERMINALS,ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF 6/IB/16 1.9 WORKMANSHIP NO LOAD AND FULL LOAD. MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL 486A ARCHITECT STAMP B.COOLING SYSTEM: 3.5 IDENTIFICATION ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION PRACTICE WILL BE CAUSE FOR REJECTION OF WORK. THE GENERATOR SET SHALL BE EQUIPPED WITH A RAIL-MOUNTED ENGINE-DRIVEN RADIATOR WITH BLOWER FAN AND A. PROVIDE ENGRAVED 3 LAYER LAMINATE PLASTIC NAMEPLATES FOR PANELBOARDS,DISCONNECT SWITCHES AND ALL ALL ACCESSORIES.THE COOLING SYSTEM SHALL BE SIZED TO OPERATE AT FULL LOAD CONDITIONS AND IWF SIMILAR DEVICES. 1.10 COORDINATION AMBIENT AIR. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION C.FUEL SUB BASE TANK: B. COLOR-CODE 20BY/120-VOLT SYSTEM SECONDARY SERVICE,FEEDER,AND BRANCH-CIRCUIT CONDUCTORS •• FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.VERIFY EQUIPMENT THROUGHOUT THE SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION.CHECK ACTUAL JOB CONDITIONS PROVIDE A DOUBLE WALL SUB-BASE TANK CONSTRUCTED TO MEET ALL LOCAL CODES.TANK BASE OF 150 GALLON 1.PHASE A BUCK BEFORE FABRICATING WORK.REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CAPACITY AND SHALL BE PROVIDED AS AN INTEGRAL PART OF THE ENCLOSURE. 2.PHASE B:RED 1.11 CUTTING AND PATCHING D.SOUND ENCLOSURE 3.PHASE C:BLUE y 4.NEUTRAL WHITE PROVIDE WITH A LEVEL 1 OUTDOOR SOUND ENCLOSURE. 5.GROUND:GREEN ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN.COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. 1.12 SITE CLEANUP PART 3 - EXECUTION 3.6 STARTUP SERVICES A AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED,CLEAN ALL EXPOSED CONDUIT,FIXTURES,EQUIPMENT AND 3.1 - GENERAL CONTRACTOR SHALL ALLOT A MINIMUM OF 2 HOURS FOR STARTUP SERVICES. START AND OPERATE ALL SYSTEMS AS SUPPORTS. TOUCH UP PAINT ON ANY EQUIPMENT SCRAPED,SCRATCHED OR DAMAGED DURING CONSTRUCTION. REQUIRED BY THE OWNER. INSTRUCT OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF - A ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC,BUT SHALL BE FOLLOWED THE SYSTEMS AND EQUIPMENT. •• B. LEAVE ALL AREAS INVOLVING ELECTRICAL WORK IN A CONDITION SATISFACTORY TO THE OWNER. REMOVE ALL AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. CRATES,CARDBOARD,PACKING MATERIAL,WASTE MATERIAL,AND OTHER DEBRIS LEFT OVER FROM CONSTRUCTION. 3.7 OPERATING AND MAINTENANCE INSTRUCTIONS (O+M MANUAL) � B. CONSULT ALL OTHER DRAWINGS.VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER PART 2 - PRODUCTS CONFLICTS TO ARCHITECT BEFORE SUBMITTING BID. PREPARE THREE(3)COPIES FOR ALL EQUIPMENT. y C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST THE PANEL AND CONTINUING IN THE w W 2.1 MATERIAL APPROVAL GENERAL DIRECTION OF THAT PANEL-CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE 3.8 RECORD AS-GUILTS Z W COMPLETELY INDICATED. 2 < ALL MATERIALS MUST BE NEW AND BEAR U.L LABEL MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS PROVIDE(1)CLEAN,LEGIBLE COPY OF DRAWINGS TO ENGINEER INDICATING ALL DEVIATIONS FROM INITIAL DESIGN w U) . �•• SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OF A GOVERNMENTAL AGENCY APPROVED D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR SiRUCTURAI.MEMBERS WHEREVER POSSIBLE.OBTAIN (AS-BUILT CONDITIONS) ) F Z PRIOR APPROVAL OF ARCHITECT AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE BY THE AUTHORITY HAVING JURISDICTION. STRUCTURE IS NECESSARY AND PERMITTED. END OF SECTION O U 2.2 WIRES AND CABLES w Z U 3.2 - ELECTRICAL GROUNDING (D I-_ A CONDUCTORS FOR 600V SYSTEMS AND BELOW SHALL BE STRANDED COPPER,112 AWG MINIMUM. GROUND ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC.IN ADDITION PROVIDE A SEPARATE GROUND WIRE FOR W Om U to Z) of M B. INSULATION SHALL BE THEN FOR WET LOCATIONS AND THHN FOR DRY LOCATIONS. ALL FEEDERS AND BRANCH CIRCUITS. U) CO W y 2 2.3 OUTLET BOXES, JUNCTION AND PULL BOXES 3.3 - ELECTRICAL EQUIPMENT INSTALLATION F tan r J oNl A HEAD ROOM MAINTENANCE:IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED,ARRANGE AND w Q A OUTLET BOXES:HOT-DIPPED,GALVANIZED OR SHERADIZED.SIZE AS REQUIRED WITH 4'SQUARE MINIMUM,FOR INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE THE MAXIMUM POSSIBLE HEADROOM. J U FLUSH MOUNTED DEVICES AND LIGHTING FIXTURES. U Q O Z B. JUNCTION AND PULL BOXES:HOT DIPPED,GALVANIZED OR SHERADIZIED,STIED ACCORDING TO CODE.LARGER B. MATERIALS AND COMPONENTS: INSTALL LEVEL,PLUMB,AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING -I.L. I- O ci SYSTEMS AND COMPONENTS,UNLESS OTHERWISE INDICATED. w Z U J JUNCTION AND PULL BOXES SHALL BE FABRICATED FROM SHEET STEEL,SIZED ACCORDING TO CODE,WITH N- W ~ SCREW-ON COVERS,FINISHED GRAY BAKED ENAMEL. C. EQUIPMENT: INSTALL TO FACILITATE SERVICE,MAINTENANCE,AND REPAIR OR REPLACEMENT OF COMPONENTS. > � J U .• CONNECT FOR EASE OF DISCONNECTING,WITH MINIMUM INTERFERENCE WITH OTHER INSTALLATIONS. ~' W 2.4 WIRING DEVICES tr D. RIGHT OF WAY: COORDINATE INSTALLATION OF ELECTRICAL DEVICES WITH OTHER TRADES. F- h REVISIONS A ALL WIRING DEVICES OF ANY ONE GENERAL TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL MATCH y THROUGHOUT. NO. REMARKS z O B. WIRING DEVICES SHALL BE AS MANUFACTURED BY HUB TMI BELL,GE,LEWON,P&S,OR BRYANT.NO SUBSIONS. 1Q PLAN CHECK 8 COORD. n C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW HART,SIERRA,LEVIION OR MULLBURRY.WHITE FINISH. Lam, o D. WHERE INDICATED,PROVIDE GENERAL-DUN,DUPLEX RECEPTACLES,GROUND-FAULT CIRCUIT INTERRUPTERS: LL - ` GROUNDING TYPE UL-RATED CLASS A,GROUP 1,20 AMPERES RATING,120 VOLTS,60Hz:WITH SOLID-STATE ® o' GROUND-FAULT SENSING AND SIGNALING:WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL WHITE FINISH. CHECKED TJL a E. SWITCHES SHALL BE FLUSH WALL TYPE,WHITE FINISH DATE 6-13-16 ti F. CONVENIENCE RECEPTACLES SHALLBE,FLUSH WALL TYPE,WHITE FINISH. DRAWN TJL 0 JOB NO. 16010 a 2.5 WIRE CONNECTORS _ y E'N G!N E'B R I N G SHEET NUMBER N ' A FOR WIRE SIZES#8 AWG AND SMALLER:INSULATED PRESSURE TYPE(WITH LIVE SPRING)RATED 106C,60OV,FOR aan 6asc G,rpora[e Dr.,S1..1M BUILDING WIRING AND 1000V IN FIXTURES,SCOTCHLOK OR IDEAL ph 11 2M2181az C O. ph IIdi,,ID 83 C y m f-2118-288-2192 �r,ryx, IbFI{M0� a Z]3.Daylight zones have individual lighting controls Independent from that of the general area lighting. Exception: COMcheck Software Version 4.0.2.6 ❑Contiguous daylight zones spanning no mare than two orientations are allowed to be controlled by a single controlling deice. COMCfleck Software Version 4.0.2.6 C Daylight spaces enclosed by wells or ceiling height partitions and containing two or fewer light fixtures are not required to have a Interior Lighting Compliance s❑ A11L epareteswtchforgeneralarealghting Exterior Lighting Compliance e Q 4.Independent controls for each space(switch/occupancy sensor). Certificate Exceptons. Certificate r ,`Y Z ❑Areas designated as security or emergency areas that must be continuously illuminated. '�� Section 1:Project Information e w J QLlghling in stairways or corridors Mat era elements of the means of agrees. Section 1:Project Information l0 C, (!)'n 5.Master switch at entry to hotellmetel guest room. �:_�;:) u,0 s Energy Code:20091ECC g units y metered. Energy Code:20091ECC + 8.Individual dwelling Its separately Q o Project Title:Twin Falls A.S.0 Project Title:Twin Falls A.S.0 U Project Type:New Construction 7.Medical task lighting or erUhistory display lighting claimed to be exempt from compliance has a control device Independent of the control Project Type:New Construction ) tp O F of the nonexempt lighting. Exterior Lighting Zone:2(Residential mixed use area) S Construction Site: Owner/Agent: Designer/Contractor: Q 8.Each space,equip!to have a manual control also allows for reducing the connected lighting load by at least 50 percent by e8her =al m,� 1502 Locust St. controlling an luminaires,dual swlkhing of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle Construction Site: OwnerlAgent: Designer/Contractor: .0 W w Twin Falls,ID 83301 lamp luminaires independently of other lamps,or switching each luminere or each lamp. 1502 Locust St. ¢~ Twin Falls,ID 83301 Exceptions: O a Section 2:Interior Lighting and Power Calculation Q Only one wmlnairein space. Section 2:Exterior Lighting Area/Surface Power Calculation (p to N a a A B C D ❑An ocupenl-aeneing device controls the area. ¢r Area Category Floor Area Allowed Allowed Watts A B C D E F The area Is a orddor,storeroom,restroom,Public lobby or sleeping unit. (fl2) Waft./fl2 (BxC) Exterior ArealSurtace Ouantlty Allowed Tradable Allowed Proposetl Healthcare-Clinic 6151 1 6151 ❑Areas that use less than 0.6 Wa8s/sq.a. Watts Wattage watt. Watts Total Allowed Watts= 6151 Q 9 Automatic lighting shuoff control In buildings larger then 6000 sq.ff. I Unit (e x of -_ !+ Men entry 3 ff of door width 20 Yes 60 38 1` Section 3:Interior Lighting Fixture Schedule Exceptions Other door(not main entry) 3ffof door width 20 Yea 60 35 c + Q Sleeping units,patent care areas and spaces where automatic shutoff would endanger safety or security. Illuminated length of facade well or surface 313 6 2.5 No 783 292 N v ' A B C D E 0 10.Photocal/astronomical time switch on exterior lights. Entry canopy 774 82 0.25 Yes 194 140 1a Fixture ID:Description l Lamp l Wattage Per Lamp/Ballast Lampsl xof Fixture (Cx D) Other door(not main entry) 3ff of door width 20 Yes 60 35 cu M _ Fixture Fixtures Wen. Exceptions: TOW Tradable Watts'= 374 248 Healthcere-Clinic(8151 eq ft) QLlghting intended for 24 hour use. Total Allowed Watts= 1156 LED 1:GI:LED Other Fixture Unit 40W: 2 16 40 640 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No singledamp ballasts). Total Allowed Supplemental Watts"= 600 J LED2:G2:LED Other Fixture Unit 46W: 2 21 46.4 975.0 'Wattagetredeoffr are only allowed between tradable areas/surfaces. 'y LED 3:RI:LED Other Fixture Unit 36W: 1 30 35 1060 Exception.: "A supplemental allowance equal to 600 watts may be applied towaro compliance of both non-tradable and tradable areas/sudaces. LED 4:R2:Other: 1 2 9.6 19.2 Q Electronic high-frequency ballasts;Luminaires on emergency clroits or with no available pair. LED 5:SI:LED Other Fixture Unit 40W: 2 4 40 ISO Section 3:Exterior Lighting Fixture Schedule LED 6:01:Other. 1 18 172 Exempt Section 5:Compliance Statement ExemptionWedicallDental Procedure Lighting A B C D E a LED 7:02:Other: 1 11 30 Exempt Fixture ID:Description I Lamp/Wattage Per Lamp I Ballast Lampsl a of Fixture (C X D) Compliance Statement:The proposed lighting design represented in this dominant is consistent with the building plans,specifications (n Exemptlon:MedicallDentai Procedure Lighting Fixture Fixture. Watt. laJ €y LED 8:U7:LEO Linear 71 W: 1 3 11.8 35.4 and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 20091ECC Main entry(3 a of door width):Tradable Wattage Q a LED 9:P7:Other: 1 2 32 64 requirements In COMcheck Version 4.0.2.6 and to comply en with the mandatory requirements in the Requirements Checklist. U ii r LED 1:Other: 1 2 19 38 LED IO:LED MR BW'. 1 3 8 24 L Trevor Larson-Protect Engineer -.--- 5/19/2016 Other door(not mein entry)(3 ff of door width):Tradable Wattage b o LED 11:LED Linear 22W: 1 10 22 220 m 6 a M -- LED 2:Other: 1 1 35 35 I Neme-Title Signature Date _ 6 owe LED 12:Other: 1 2 8.7 17.4 < Illuminated 3: length of facade well or surface(313 8):Non-tratlable Wattage D_' w z w Total Proposed Watts= 3205 LED 3:Other: 1 6 19 152 � F5 Section 4:Requirements Checklist LED 6:Other: 1 a 35 140 Entry canopy(774ft2):Tradable Wattage CONSULTANT STAMP LED Other 1 4 35 140 `-. L..,." �- -x•w-- - �++ Other door(not mein entry)(3 it of doarwltlth):Tradable Wattage Lighting Wattage LED 5.Other: 1 1 35 35 x�0�%oENeF = Q` V / n Q 1 Total Tradable Proposed Watts 248 Total proposed watts must be less then or equal to total allowed wells t9 Allowed Watts Proposed Watts Complies Section 4:Requirements Checklist I m w c 6151 3205 YES e'r Lighting Wattage: 4y r p - ;:1 Controls,Switching,and Wiring: Q 1.Within each non-tradable amisurface,total proposed watts must be less then or equal to total allowed watts.Across all tradable Try AF 2.Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to a reeslsudaces,total proposed watts must be leas than or equal t0 total allowed wells. vertical fenestration. Compliance:Passe.. 6/13/I6 ' - _.. .. _..... _....._ _�-__...... _ _. _.. ARCHITECT STAMP r Prof t Title Twin Falls A.S.0 Report date:05/19/16 Pn.jaet Title Twin Falls A.S.0 Report date:05/19/16 project Title Twin Falls A.S.0 Report date:05/19/16 Data hlename,Unt tied.00k Page 1 of 4 Data filename Unlitled.ock Page 2 of 4 Data f lemma:Unitled cck Page 3 of 4 1 Controls,Switching,and Wiring: x Q 2.All exemption claims are associated with fixtures that have a control device Independent of the control of the nonexempt lighting. Q 3.Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time I switch. Q 4.Lighting designated for dusk-lo-dawn operation Is controlled by an astronomical time switch or photosensor. 5.All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: 6.All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: Q Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Q Lighting that is specifically designated.s required by a health or life safety statue,ordinance,or regulation. MQ Emergency lighting that Is automatically off during normal building operation. Q Lighting that is controlled by molian sensor. LLI s Section 5:Compliance Statement y Z Compliance Statement:The proposed exterior lighting design represented in this document Is consistent with the building plans,specifications W and other calculatlon.submitted with this permit application.The proposed lighting cyalem has been designed to meet the 2009 IECC = I— , requirements In COMcheck Version 4.0.2.6 and to comply with me mandatory requirements In me Requirements Checklist. C) W W a Trevor Larson-Project Engineer 5/19/2016 Q 2: Name-Title Signature Date LLI Z W U U) 00 J W co o2 fin 0 d M r 1 W U(n o l;L) � U UQ >- Z U LL q _Q `I J> o W i— � 0- W of REVISIONS NO, REMARKS Z a 0 1Q PLAN CHECK&COORD. 0 'Y g , LIL 0 a TJL 12 DATE CHECKED 8.13.18 w DRAWN TJL (n . JOB NO. 16010 < F'N C'I N K S I2 I N-G SHEET NUMBER I Mc 4 EastCarporeteDr..6M.1C4 E 0.2 ' _._._ ....-.-....._ ...-.___-_.__ .._.. __._.__._ ..._ Mc208-28iso, 2181 Project T 11 Twin Falls A S C Report date:05119116 ph 208-28I44181 Data filename:Untitled.cck Page 4 of 4 fax 20&288-2182 pml�t 1ssHMm m i I Y GENERAL LIGHTING NOTES: ( - CA� 1. NUMBER ADJACENT TO HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCURED. C Ifl O j b0 b0 NA-23 b0 ! 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. O Pt O ( CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH ARCHITECTURAL REFLECTED COILING PLAN. LOCATION OF FIXTURES C m U ?4 LS-1 LS 1 OCCUR. b O b SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS ��� W M b0 b0 b0 c toy' 3. REFER TO SPECIFICATIONS OR SHEET E3.0 FOR LUMINAIRE SCHEDULE. cu F D + a 4. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(RCP) j W U bo 60 b0 - FOR CEILING TYPES. O, m O"+ ' 5. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS T L iB a.� THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS f 1 0. R OTHERWISE NOTED.LINEWORK SHOWN FOR CLARITY OFa w C w a $ up bO -T� b® �i 6 QUANTITY OF CONDUCTORS AS REQUIREDC NG FOR CONTROL ONLY. ROVIDE ,(� a T 7. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL \ CIRCUITS OF,DO'OR MORE UNLESS SHOWN LARGER. -- ------- ----- ............_._ _. ---. I 8. REFER TO ARCHITECTURAL PLANS FOR ROOM NAMES,FURNITURE, EQUIPMENT LAYOUTS,AND REFLECTED CEILINGS.COORDINATE ALL a i LOCATIONS WITH OTHER TRADES PRIOR TO ROUGH-IN. m zv iv 3 CLERESTORY LIGHTING PLAN scALe,/6 = r—o PRO LIGHTING KEY NOTES: O " 1. SUSPEND LIGHT FIXTURE AT+8'-0•A.F.F. _\I/-� / (/,'� 2. MOUNT WALL SCONCE AT+6'-0•A.F.F. Y (1)1.2) 1 Il 2) 2 /,5,H C -r) t J 5.2 2.9 3. SEE ENLARGED PROCEDURE ROOM LIGHTING PLAN 2/E2.0. // 4 VA.. v� �Iy T 4. RAISED CLERESTORY.SEE 3/E2.0 FOR LIGHTS MOUNTED WITHIN RAISED L �W \ A� ,.J PORTION. Q �> l _f A 5. SUSPEND PENDANT FIXTURE TO+T-0"A.F.F. >- Waz a A)_ ii L_7 O �R� Q 7 I J 6. SUSPEND FIXTURE 18"DOWN FROM CEILING TO TOP OF FIXTURE. w W2 X I QP Q�21 Q�-21 J ,'a," 7. EXTERIOR BUILDING MOUNTED LIGHTING SHALL BE RAN THROUGH PHOTOCELL. l - -- -�®n 1—-- COORDINATE SETTING WITH OWNER. -- —`, NA-21 I CONSULTANT STAMP N I A.,j F- � R2 LS 1 I 1 � -. f W3 it Y -- R1 �., I I I ,NA_ [� R -..-_-..____'—- -.— - I.,II. -_ �� i t/�lh._ �' W'L �Sg\ONAL _.NA-19 ��g � i - O O NA-21 �" ao`� �j NSFA Zm . III NA>23 _..._ _..... Till NA-21 - .. NA., A -19 G1 R1 R1lS 1 R1 I \ f n t O Gi � 0�. i ��D/) 0 St Gt G2 � -I' 19 NA-231 : li �9p TF OFJV 19 NA-19 t --- --- o° -2� - •°, ®I� .���' i�'___-= NA-21 f LS_i .� ......�_. __.... .> ._.____......................._._.......�..�. - - ARCHITECT STAMP t -- -- -� _ I �_ R7 O i �I� O ONA-21 �R2 R1 _-�0 c(n$' �I;--------—Q.7 ----- u �f �Npp try �1 1 :LS 1 NA-19 _1 �-, // LS�1 -. C°R-6 CR-6° 02 ° — --—--- —-— — -' —�-� '-- __— ;—-_ -- C 1 O O CR 6 ......i 1 -1 R1 < - D LS_1X6 �L7 2 2 W1 lO2 W1 i� - 0 -j O -- i '', I CR=2 G2 b - 01 •°• O 'e-� L� O ICI O G2 2 _-__... C b 3 I. „"> Sos 2 CR-2 -2 CR-6 CR-8—t . R-2 _ _.. Y rt I -1 G2 X2 CR-4 CR-2 G2 b I 3 / G2 ' ._. C� b CR_4 G7- 4 Rt �.1 - YI CR 4 R-4 p1 f- CR- W °O O° ?I j .. GR-6 t LS-1 b(/) .j Ul CR-2 �',.I 2 W1 '' '.. b CR_g b aV1 w I "._ W ` - 02 CR_2 2 Z - lS-1 - L��, CR-4 CR 4 1 G1 U1 - j D�`` c2 (I ( V Z IL. kk Q ___-3_ _.. ., CR 2 j W7 ...--- __ , KQNA-21 W z �� Fof C� X1 W co _ NA-21 0 W co Cfl - CR-4 G2 tOn O R1 M - v CR 10 CR 10U) o -I CR-8 i CR_2 CR-2 cR-z 2 ENLARGED TYPICAL PROCEDURE ROOM LIGHING PLAN w ui vS g coo G1 SCALE:,/4•= 1'-0"I c2 U Z Q NA-21 0 .; CR 1O CR 2 iI D.i 0 LL OF W o Z g � �� U a VIVA-21 ONA-21 0A-21 � I REVISIONS E.2 J _ I R1 I LS 1 NO. REMARKS • . �I ( U PLAN CHECK 8 COORD. O I 1 L 1 0 O 4 ILL. o , i d r ��J)O 2) 1�. .,) l \ 3.8..� �.i `�_/ �.. 7-2 CHECKED TJL Lu DATE 6.13-16 1 SLIGHTING PLAN® DRAWN TJL JOB NO. 16010 — NORTH B N G I_zv E R I N G SHEET NUMBER 44°Bast&2181 Dr.Se103 E2.0 meda�..ros3rAz ph 20&78 6-Z181 . '. fex 20&ZBB--2162 Pit 15EHMOa ' N` -- ......_. GENERAL POWER NOTES: 1. NUMBER ADJACENT TO HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICES SHALL BE CIRCUITED. f 2. REFER TO ARCHITECTURAL PLANS FOR ROOM NAMES,FURNITURE AND EQUIPMENT LAYOUTS.COORDINATE ALL DEVICES WITH ARCHITECT ELEVATIONS =1 3 0 PRIOR TO ROUGH-IN. Y $ Uz 3. VERIFICATION OF ALL ELECTRICAL REQUIREMENTS AND CONNECTON TYPES WILL r1 a9 m Z n BE REQUIRED FOR ALL MEDICAL EQUIPMENT WITH EQUIPMENT PROVIDER. MEDICAL EQUIPMENT INFORMATION WAS INCOMPLETE AT THE TIME OF DESIGN. _��OW + VERIFICATION AND COORDINATION WILL INCLUDE,BUT NOT BE LIMITED TO, N a y VOLTAGE,PHASE,AMP DRAW,WIRING,BREAKER SIZE,CONNECTION TIME AND Qt) + PROPER NUMBER OF CIRCUITS REQUIRED. ->] m O< +140' = N u NA-4 t ro q x POWER KEY NOTES: O +° cS 1. FURNISH AND INSTALL JUNCTION BOX FOR X-RAY VIEW BOX. ' u a 2. CEILING MOUNTED MEDICAL PANEL COORDINATE FINAL LOCATION W/OWNER AND SUPPLIER PRIOR TO ROUGH-IN. a w' ....._..... ............... ......__..-_ 3. MOUNT AT 84'. Y 4. INSTALL BOX AND 3/4'CONDUIT TO ACCESSIBLE COUNG FOR INTERCOM/BUZZER.COORDINATE REQUIREMENTS WITH SYSTEM PROVIDER. 5. COORDINATE POWER SUPPLY LOCATION W/DOOR PROVIDER. 3 CLERESTORY POWER PLANS SCALE:1/8°= 1'-0" 6. RAISED CLERESTORY.SEE 3/E2.1 FOR DEVICES MOUNTED WITHIN RAISED PORTION. 7. PROVIDE 120V CONNECTION FOR LOWER/DAMPER LOCATED ABOVE DOOR. - COORDINATE WITH MECHANICAL FOR INTERLOCK CONNECTION TO EXHAUST FAN. 8 CONNECT REFER LIGHTING CIRCUIT SERVING THIS TO LIGHT(G PUN FOR CIRCUIT INFORMATION.SPACE. .Y I NIn 9. POWER FOR INDOOR UNIT IS DERIVED FROM ASSOCIATED OUTDOOR UNIT LOCATED ON THE ROOF.REFER TO ROOF PLAN FOR MORE INFORMATION. U 68' 10. STERILIZER CONTROL BOX.COORDINATE FINAL LOCATION WITH EQUIPMENT U n I� PROVIDER. m a 3 11. COORDINATE EXACT LOCATION OF GENERATOR WITH ALL OTHER TRADES PRIOR j 6•` � / / / TO ROUGH-IN. 1 1,2 I 2 �)8 I/ 3.8 4 4J J.2 2,9 C, \ 1. 12. COORDINATE EXACT LOCATION OF UTILITY TRANSFORMER WITH IDAHO POWER CONSULTANT STAMP \�.; •._.I,.. COMPANY AND ALL OTHER TRADES. VONAL i �...•, j\ ®. 13. MOUNT ALL RECEPTACLES AT+36'AF.F. 1 Q� \\CEIV& .y C�� LS-4 CH A 14. PROVIDE 120V CONNECTION TO T-STAT. ( T LS-2 � _ J J 4 I �"'� 15. PROVIDE WALL SWITCH FOR CONTROL OF EF-7.COORDINATE LOCATION WITH S • '� 'L __.. �WP 7 / �I MECHANICAL. OF A'^' 11 DNA-20 CH ' I A I�NA-14 ��i b/13/16 O WH OO 37� NA-2D CH 27 NA-20 �J O z4 ° -- / '\ a ARCHITECT STAMP , GENERATOR 3 \7 1 G w �� ff 1 A J M b _ EF - �2 -40 T �ei +4 CH 14�%I NA-20,1}, m 19� -14 _ ¢ NA-�2 4 G Q 6 LI O(�{',,, 14 EF -14 i�NA-4 B° 5 `J Q- a 14 i i i 6 6 A-25 NA- MOP 12 ,H, Fs +48 E� ... .. .""".. 13 7 LS-8 - o �,. .. J tQ -36 NA-20 14 �-�� 5g� II.NA-6 ��E _2 J ____... n O O EQ- a NA 0- i {DNA 20 7t` -3 J .: ,..... ro T NA-35' �n�j 48° _ JUUUTY �__ 1J E TRANSFORMER CH 9 1' v ro 'i I NA DRUM-7 12 ♦ -- 2 \, CR-7 NA-6 �� n - ...I - � ..�. ❑ I _ L_._ 9Y OR -2 6 ORUM-8 I. ° +5�4' EE++54° +54' "' a E+48'ORLIM-1 ORLIM-7 �Ey CR-16 .+ o I +�-+ �. ..__ NA.-22 CR-5 NA-13 Ei 54 u N i 12 j �- E+48°ORUM-1 ' NA-22 j_ 1 ORLIM 7 EEy I I. CLG EIB' \IJ O2 ORUM-7 NA15 � �+�ORLIM-1 CLG �ORLIM-7 qqq I � G NA 5 .e W o ORLIM-9,11 �u 7_..CR 19 I V-R-1. �._ a �� -- ...�, +5E ®UM-10,12 (� F_ I�NA 1 Ems, (�\ o CR-3 E OR 3 CR-17 NA-17 ;1 ^ NA-9 �: '.,i �NA-28 �..� 0 E101WCR 5 I' ,� �J ONA-7 NA_ \\ NA-5 �EORLIM-3 I� _ O {DNA-7 __...1 V i +54 +6yA-28 j W o_-: ...TF. OR Jy a, MDP NA-17 NA-22 8 CR-9 -- - w F1 _-_-_-_-_-_- o o W M CO ryA_g O 4 -13 +-3 -- �� \\ +48° E o co 03 a' _- -_ {� 7� J C 11 E +48° E,ry,+90°� ---r, W 0 UD CR-3.1 ' NA- `�' DRUM > _ Z �,.. 10� +54*j W c _j a. g CO NA-1 E E 9 E MDP it 0 Am- L. +54' NA-3 UO LJQL OZ 1.....' NA-31 NA-33i CR-12 NA_9LJd EF I��I- W N Z f- z I 3 \ > C O U LS \ 2 2 NA-1 °° J NA-2� Of �6� � ENLARGED TYPICAL PROCEDURE ROOM POWER PLAN ^/ � {DNA-11 \ x +5E�1 ` SCALE:1/4°= 1'-0° REVISIONS CR-1 / x' NA-34 L, R-1 NO. REMARKS z 'm co � ce + 1 PLAN CHECK&COORD. 0o �_3 +54E+54 +5°E+54' +54 +54 +54 T'+ ri . � a 0 -11 - - _.._ _... --_.__._.._..- ' ---n.n 4 0 LL � dMtWO n CHECKED TJL O ( ( DATE 6.13.16 L1.1 C POWER PLAN® DRAM TJL U) SCALE:1/8"=1'-0- JOB NO. 16010 E'NGINE'E'RING N NORTH SHEET NUMBER �,.,"\ / /,•. \ L H)836 .,Sre.303 re� E2.1 1 �11.2 I ) 2.8 (3� J.8 ( ) ( � �.2 Ph mei&na� ,� � � fax 20&28&2182 P^Igt 1fiE11M41 m N y v GENERAL SYSTEM NOTES: il 1. NURSE CALL DEVICES SHOWN ARE BASED ON PRELIMINARY DRAWINGS.FINAL —.C LOCATIONS AND BACKBOX SIZES WILL NEED TO BE COORDINATED WITH FINAL N NURSE CALL DRAWINGS PROVIDED BY NURSE CALL PROVIDER PRIOR TO ANY [' ROUGH-IN.NURSE CALL DEVICES AND CABUNG ARE NOT PROVIDED UNDER ! THIS CONTRACT. M i 2. REFER TO ARCHITECTURAL PIONS FOR ROOM NAMES,FURNITURE,AND u '.rr1-Y z EQUIPMENT. f M W Q KEY NOTES: O a ° U a 1. PROXIMITY READER/KEYPAD COMBO. { e C 2. INTERCOM/BUZZER. a OZ 3. PROVIDE BOX FOR OWNER PROVIDED TIME CLOCK SYSTEM.INSTALL 3/4' O w CONDUIT FROM BOX TO ABOVE ACCESSIBLE CEILING. "- A U V — Q i <w M� i t4 r �18 �4� (5) 5.2 2.9 ` I I M \ II A W -._ a H g. HIS _ z > w !..., �_-—-— -—' -_—._ - -,+�• __-- —-- -.— CONSULTANT STAMP .—__._—__'—' -— -ONAL I I _ I } I FE y 84 � I 0• /- I -� � +4e A V 84• t j �N 6/13/16 1 l/ ARCHITECT STAMP r2 + j? +64'.. pyp �y -v I III e +48 +84' C \ u I I s --- ..---- _.__ / t 11 Lu O 2 ENLARGED TYPICAL SPECIAL SYSTEMS PLAN Z -._._ _ --..... SCALE:1/4'= 1'-O' W I �io C)\�+ j n } I- I TY [I �� R \ W (n CO C \� +54 �,I U) 00 W I i'� tO 0 H M _ m - �� Q p _— - :�_ � .._. �..._.� J 1 0l 11 I I I II II I II N z• LL II J I I[ REVISIONS NO. REMARKS Z c PLAN CHECK&COORD. 0 9 < LL 3TJL DATE CHECKED B•13.18 W t 1 SPECIAL SYSTEMS PLAN® D SCALE:IN=1'-0' DRAWN TJL fn O JOB NO. 18010 Q III NORTH E N G I_zv S R I N G SHEET NUMBER W EeN lDWM E2.2 D Sk.1Q3 A.w 1 Meridian ID=kr., ph]D&]B&nRl k.zoa-zas-naz r=i�� ra�ru+u+ � N t GENERAL POWER NOTES: Y 1. NUMBER ADJACENT TO HOME RUN INDICATES POLE POSIRON WITHIN PANEL TO I� E WHICH DEVICES SHALL BE CIRCUITED. ' 4- In 2. REFER TO SPECIFICATION SECTION 16442 FOR PANEL SCHEDULES. Tfl z n ,.I....S C - 1.1 + �, a f t POWER KEY NOTES: 1. ASSOCIATED INDOOR UNIT DERIVES ITS POWER FORM OUTDOOR UNIT.PROVIDE " m POWER CONNECTION TO INDOOR UNIT.REFER TO POWER PLAN FOR LOCATION. �==I (L 2 MECHANICAL EQUIPMENT PROVIDER FOR SCOPE OF WORK Wfffi _ m a CONVIENENCE RECEPTACLE PROVIDED WITH UNIT.COORDINATE .., W 0`, -. �\rr..�1 (..�1 r 1 f 0� U ( 1) (2) a.9�3) 38 \ J C�) Q as 3. PROVIDE POWER CONNECTION TO HEAT TRACE FOR ROOF DRAINS. T C. � � � a - 1, ^\1 Col 1�... .. . ....- - _ _--......_.. �___ --_ - _ - ......._ --------_ .. .A. - NA-29 ;I ---a---- �'- - J- -- _a.F �7� o tj (EDF J I NA-30 EFe ❑ ;I j� > O CONSULTANT STAMP -_._ __ _._. --_ _. I / EQ-2 i _ ...._ _ 47�.__ .-b�sz sl e4 - aQ� ���/� p i C,3p 0,NOG - -- -- - _ . — - .._ _ . /H5b4 — .WI J / Q 10,12 RZII -. .-...._ AHU NA-29 J3OA 3 �Illolli NEMA 3R J ------ b/13/16 E 3 4'C,2 12, 12G NEMA 3R J 1 EQ-25,27 ARCHITECT STAMP OU $$ ��, I-. 3/4 C,3#10,NOG " WWP EQ-19,21 EQ-7,9,11 NNAAA 29 3/4'C,2 12,#12G 3/4'C,3112,N2G O2 NEMA 3R '1ZJ II EQ-14,16,18NEMA Ol/13O 1 11 3R 10-1 2'C,3 4, 8G Ee517 NA-32 AHU / a # II r 1U a 1'C,3/6,#tOG .,.' ' II _ NEMA 3R " .... ............. 7 NA-29 ... EO-1,3,5 - - -- - O a - --� EQ-22 - — ---- — EMI w DF w I I o gwZ � WE.a PENTHOUSE ELECTRICAL PLAN 2SCALE: a 1/4'= 1'-O' w co LL U)o 0 1 2.8 w TnJ Q co > U z w oZ U o cv— w H I �� w IT r 9 ' REVISIONS Y NO. REMARKS Z PLAN CHECK&COORD. O o n C ( 1 / \_ O 9 0 LL CHECKED TJL :• - w T DATE 6-13-16 D 1 ELECTRICAL ROOF PLAN DRAWN TJL cn r SCALE:1/8'=1'-0' � JOB NO. 16010 co Y E NORTH - /`'N G I N E'E R I N G SHEET NUMBER —Smmt CurFrorete P,St,103 ph 208vnID181 �n nx-2XN-zn1 c E2.3(nx209-288-21nz 1'^,Nrt mnnHa� a UTILITY t BY UTILITY TAG WIRE CALLOUT [50V] 3/eC,2/6,#1OG .p ." [60N] 1-C,4/6,JIOG ,Ulf! I6 (125] 1-1/YC,3/1,#60 UTILITY [225N] 2-1/21C,4/4/0,/4G xFMR [225N] 2-1/21C,4/4/0,/4G " [40ON] 3-1/2-C.4/50OKCMIL,13G z . (600N] (2)3-C,EA WITH 413DOKCMIL,#1 5� m m (600 N) O w `o i MAIN DISTRIBUTION 4 m PANEL'MOP'SODA __; W �, U a 120/208V 3P,4W -_ EL m 17,781 AIC (L 7 Ip 3P 125KW =_,] 9) m 0 a a DIESEL ;(p;I It N a GENERATOR G L 2258 125A in AMBOND GENERATOR CASE TO a 3P 3P 3P 3P SPACE SPACE GROUND.DO NOT GROUND NEUTRAL TO GROUND AT i 40oA GENERATOR �� _. 6A`NI'.io 400N 400N at [225N] [125] [125] NEMA 1 R" 3 POLE 1 1 EMERGENCY DISTRIBUTION am POWQ2 ® rB PANEL'EDP'400A Y STERILIZER f1 STERILIZER#2 [40ON] 120/208V,3P,0, 225A 16,809 AIC 16,809 AIC G NQg 43P J PROVIDE AUTOMATIC TRANSFER SWITCH WITH U i ISOLATION BYPASS SWITCH 22� 125A - i o S 3P 3P 3P SPACE N FOR ATTACHMENT TO STRUCTURE, SEE ARCHITECTURAL CEILING DETAILS DIalFO 1pLE wnt C-RONE= X OR CONSULTANT STAMP V2' s• a' s• .j' [60N] [225N] [225N] � '• E L TWO 112 GA.GALVANIZED WIRES � �� snn w uuK (S )AT DIAGONAL CORNERS OF PANEL'LS' PANS'CR' BRANCH n O O WALL 4 TURNS LIGHDFfG FIXTURES. 60A 225A 225A -�to C O O . sEaa1.o sm OSHA NEC REQ'D.CLEAR MINIMUM 8.963 AIC 12,688 AIC r :: auwn WORKING SPACE AS BASED ON SOA/2P �/r�OF •° cnKnn ro sn¢ NEC 110.16(a)CONDITION 2 0 y'IN A „ Ctllllltt!•wo CPWND HVt ANY SIZE LESS 150 VOLT TO GROUND 3 1/2 FEET, O O O b/13/Ib Cauw W c ND W THAN 36- FOR VOLTAGES HIGHER THAN 5OA/2P —0 R k Vr nw.—M x NEC ARTICLEE710 TO FAEIFNM t 7v (-o s� ARCHITECT STAMP mKouv BPPIA SECURE TO T'BAR,WITH HOLD 12,688 AIC 36-Caauru�xc c Waas exam mE amuawc cae,PRPAE J w Graz DOWN CUPS.CLIPS SHALL BE [50V] [ V] KC sm POS w am aw LOAD ABLE 0 1TRA%OF ER TIE LATERAL MIN. WBGFRT, OR1 OR2 GROUND BAR NIBTALLATpN ISOLATION ISOLATION WHICH INCLUDES: POWER PANELS, CONTACTORS PANEL PANEL CONTROL CABINETS,DISCONNECT NOTE 1zo/2ao 120/24O ^"f SWITCHES,MOTOR STARTERS, PROVIDE CLOSE-CELL POLYETHYLENE GASKET BETWEEN HOUSING 3,885 ANC 2,657 AIC ` TIME CLOCK AND SIMILAR AND T-BAR FOR LIGHTING FIXTURE TYPE GF1. x - EQUIPMENT. 1 GROUNDING DETAIL 2 PANELBOARD MOUNTING 3 LAYIN MOUNT 4 ONE-LINE DIAGRAM - � SCALE:TOS SCALE:TUTS SCALE:NTS SCALE UTS W ~� W j LUMINAIRE SCHEDULE-RIVER VIEW SURGERY CENTER 6/1312016 Z w r MANUFACTURER CATALOG NUMBER LAMPS INPUT WATTS VOLTAGE MOUNTING COMMENTS LU = U LITHONIA 2TL448L-FW-AI2-LP830 LED 40 120v RECESSED 2'X4'TROFFER }LITHONIA 2VTL4-48L-ADP-EZI-LP835 LED 46.43 120v RECESSED 2X4'VOLUMETRICLITHONIA LDN6-35K-20-LO6-AR-120 LED 35 120v RECESSED 6'RECSSSED CAN W Z QGOTHAM EVO-35-20-6-DFR-120 LED 9.6 120v RECESSED 6'SHOWER LIGHT (D W o JLEVITRON #9864-LED LED 8.7 120V SURFACE LED LAMP HOLDER W i.1LITHONIA ZL2N-L48-3000LM-MDD-MVOCT-35K-900CRI-WH LED 41 120v SURFACE 4'SURFACE STRIP F- 01 KENALL M4SED1-24-15OL-35K9-DCC-120-PAF-2H-SYM LED 172 120v RECESSED 2'X4'MEDICAL >� (0❑ 0 M 2 02 KENALL M2RDL6L W-26L35KH-120-DEE-ALG-ALG-8 LED 30 120v RECESSED 6"MEDICAL CAN > F— Q of U1 LITHONIA UCLD2LI-WH LED 11.8 120v UNDER CAB 2'UNDER CABINET �-J U P1 HEMERA #MOS-3I-OL-M4218-LED-112/32-DIM-LEDSO10-UNV LED 32 120V PENDANT 42"PENDANT IX U a Z b P2 SORAA 700-FJ-BAL-C-C-LEDS830 LED 8 120V PENDANT 6"PENDANT OJ F— _� U W1 KENALL MAS813-PAN-AS-CS-12L35K-DCC--DV LED 22 120v WALL MEDICAL GRADE WALL SCONCE ; 04 0? LU F— W2 LITHONIA OLWXt LED 20W 40K-120 LED 22 120v WALL EGRESS LIGHT R ! W D g W3 COOPER 674-31-WP-L3/835-12OV-BM LED 19 120V WALL EXTERIOR WALL SCONCE Q. v X1 LITHONIA EDGR-I-G-WM LED 3 120V WALL EXIT LIGHT REVISIONS )(2LITHONIAIFDGR-1 G LED 3 120V SURFACE EXIT LIGHT Notes: NO. REMARKS Z PLAN CHECK 8 COORD. rc '. 1. Design is based on first named manufacturer.Alternate manufacturers are acceptable,subject to compliance with the specified requirements, 0 model number,type,and/or catalog number,and prior approval by engineer and architect. 9 LL 2. Contractor shall provide and coordinate all fixture mounting accessories. 4 3. Coordinate mounting height with the owner. CHECKED TJL W s DATE 6.13-16 LU DRAWN TJL U) j U �. JOB NO. 18010 a 2v CNS B R I N G SHEET NUMBER E 3.0 ph bfeliJunl 2UE-28E-2181 f.x 20 2181 (e6-26&2182 P�^I�'t 16EHM0.9 y � h M� 1 PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANEL:NA I PROJECT:RIVENIEW SURGERY CENTER PANB-:LS PRCJBCT: RIVERVIEW SURGERY CENTER PANEL:MOP JPROJECTII RIVERVIEW SURGE21'CENTER V LTA E: PHASES WIRE4 AMPERERATING:225A ISC RATING: EEONE-UNE—1-M-A-INUM VOLTAGE 208/120V IPHASES WIRE:4 AMPIERERATING:BOA SC RATING:SEE ONE-LINE IMAINLUG VOLTAGE 208/120V I PHASES WIHE AMPERERATING:BDOA SC RATING:SEE ONE-LNE IMAIN LUG ENTRY: I MOUNTING:FL H, ENTRY: MOUNTING FLUSH ENTRY: MOUNTING:FLUSH _ _ M FHASEA: 106 127691 2=RECEPTACLES PHASEA: 21 25601 2=RECEPTACLES PHASEA: 543 652091 2=RECEPTACLES �I'C PHASES: 105 12614 3=MSC R-ASEB: 19 22201 3=MISC PHASEB: 629 754451 3=MISC PHASEC 86 10344 4=MOTOR PHASED 7 8601 4=MOTOR PHASEC: 580 671731 4=MOTOR TOTAL: 35727 1 5=KITCHEN TOTAL: 5640 1 5=KITCHEN TOTAL: 207827 1S=KITCHEN 3' OKI (VA) LOADSERVED NOTE TYPE POLES NO PHASE NO POLES TYPE NOTE LOADSERVEJ (VA) (VA) LOADSERVED NOTE TYPE POLES NO PRASE NO POLES TYPE NOTE LOADSERV® (VA) (VA) LOAD SERVED NOTE TVPE POLES NO PRASE NO POLES TYPE NOTE LOAD SERV ED (VA) ...... ' tV.D U r 1280 R -R RECOVERY 2 20 i 1 A 2 20 1 2 REC-RECEPRON/VESTIBULE 900 / H N 1 20 1 1 A 1 GENERA A CHAR FR 1000 EL'NA' 3 225 3 1 A 3 TSRILIZER 9991 ;:1� R.. Z a .Y • 1440 ft -R VSW/PRSPP 2 2 3 8 4 20 1 2 REC 1260 360 IT M 2 20 1 3 B 4 20 1 3 GENERATOR BLOCK HEATER 1500 12614 --- 3 - - 3 B 4 - --- 9991 W M 11 - 1440 R -PRE-OP/OFFICE 2 20 1 5 6 20 1 2 R -BUS/TOILET 1080 360 ET ROOM 2 20 1 5 C 8 20 1 3 POWER DOORS VEST 101 500 10344 - 3 - - 5 C 8 - - 3 --- 9991 "''� m y N o w 720 REC-NURSE TATI N 2 20 1 7 A 8 20 1 2 RBC- FFff 1501 360 ET M 2 20 1 7 A e 20 1 3 POWER DOORV T117 500 9 NB-'CRP 225 3 7 A 7 3 3 STERILIZER 9991 _ Q zo 1260 R -T LET/FBMR 2 20 i 9 B 10 20 1 2 REC-DISHWASHER t500 380 R 2 1 9 1 17890 3 - 9 B 10 3 -- 9991 .� _ 1260 REC-RBC'G/S.H./STORAGE 2 20 1 11 C - A A 1000 1 it 1 18004 --- 3 11 C - - 3 - 9991 `7 h U c 1GBO REC-PREOP 2 20 1 13 A 14 20 1 2 R -LOUNGE/ff-7 900 20 1 13 A 14 20 1 5 PANFUL' 3 60 3 13 A 14 20 1 ( - 0. co 0 F 1260 REC-VA LA FR/CONSULT 2 2O 1 15 B 16 20 1 2 REC-MICROWAVE 1500 20 1 15 B 18 20 1 2220 --- 1 B t8 0 1 .G N w 900 REC-S LI3J URLTTY/ LEAN RE 2 20 1 17 C 18 20 1 2 REC-RffFRG�EATOR 1200 1 1 1 --- 3 - - 1 18 20 1 Q i n rc -L / ELEC/ /L U EI IT 1 2 1 19 A 20 t 2 REC-LOCKER 1260 20 19 A 20 20 1 221 1 PA NFL' 3 225 3 19 A 20 20 1 0 w 435 LTS-E(TERI R 1 20 1 21 B 22 20 1 2 R -HALL/JA NATO 720 20 1 21 B 22 20 1 �. 774 LT -CONSULT I RECEPRON/WAfTNG/CLERESTORY 1 20 1 23 C 24 20 1 3 DOOR POWER SUPPLY 1 20 1 23 C 24 20 1 19983 3 - - 23 24 20 Q T 1000 2O 1 A 26 20 7 3 K3 450 25 A 26 1 20 1 ti 4° 500 H-1 3 20 1 28 20 1 2 R .R#1 540 20 1 27 B 28 20 1 20 7 27 B 28 20 1 Q i 720 REC-ROOF 2 20 1 29 C 30 20 1 4 EF-4 70 20 1 29 C 30 2 1 20 1 29 30 20 1 1140 STERILIZER CONTROL BOX 3 20 1 31 A 32 20 1 2 PEMHOUSELIGHTING,POWER 786 20 1 31 A 32 20 1 20 1 3t A 32 20 1 # 1140 IL 4 H6 20 i 33 B 34 20 1 20 1 33 B 34 20 1 L:: mm n 450 CH-2 0 1 36 20 1 3 CH-4 450 0 20 1 m M 600 1 3 20 1 37 3 800 20 i 37 A 38 20 1 20 1 37 A 38 20 1 O! 165 ILL2 3 15 2 39 B 40 2 444 20 1 39 B 40 20 1 1 39 B 40 20 1 OI 165 3 41 42 20 1 125 HEATTRACE 3 20 1 43 A 44 20 1 LOADING BY TYPE CONNECTED NEC CODE DEMANDFACTOR DEMAND NOTES: LOADING BY TYPE CONNECTED NEC CODE DEMANDFACTOR DEMAND NOTES: x• Q 125 HEATTRACE 3 20 1 5 B 46 20 i LIGHTING 700 VA 210-19 125% 875 VA E-DENOTES IXISRNG BREA KER TO REMA IN. TOTAL 577A 513A • 250 HEATTRACE 3 20 1 47 C 48 20 1 RSOEpTACLES 1440 VA 220.44 10kVA @ 100%,ELSE@ 50% 1440 VA N-DENOTES NEW BREAKER REQUIRED. 9 MSC 3500 VA 22MO 100% 3500 VA R-DENOTES TO REUSE EXISTING BREAKER. 20 1 49 A 50 20 1 MOTOR LARGESTMOT.: OVA 220-50 100%+LARGESTx 25% OVA 20 1 51 B 52 20 1 KITCHEN #OF KIT.UNITS: OVA 220.58 OVA 20 1 53 C 54 20 1 TOTAL 18 A 16 A a 20 1 55 A 58 20 1 J i b €a Q_ r� 20 1 57 B 58 20 1 V) 20 1 59 C 80 20 1 }m 6 z S LOADING BY TYPE CONNECTED NEC CODE DEMANDFACTOR DEMAND NOTES: ,:. GUEST ROOM LIGHTING OVA 220.42 SEELOADSEAMARY OVA > O O '='✓° �• LIGHTING '�1782 VA 210.19 125% 2228 VA E-DENOTES EXISTING BREAKER TO REMAIN. RECEPTACLES 25486 VA 220-44 10kVA Q 100%,ELSE( 50% 17743 VA N-DENOTES NEW BREAKER REQUIRED. CONSULTANT STAMP • MSC. 8389 VA 220.60 100% 8389 VA R-DENOTESTO RAISED(ETING BREAKER. MOTOR LARGESTMOT: 70� 70VA 220-50 100%+LARGESTx 25% 88VA %ONAL KITCHEN #OF KIT.UNITS ` OVA 220-55 OVA yNir DEN TOTAL I 99 A 79 A PANELBOARD SCHEDULE PANELBOARD SCHEDULE (g// PANEL:CR PROJECT: RIVERVIEWSURGERYCENTER PANEL:ED PROJECT:RIVERVIEVSURGERY CENT ER OF VOLTAGE 208/120V PHASES WIRE4 AMPERERATING:225A SC RATING:SEE NEWNE MAINLUG VOLTAGE 208I120V PHASES WIRE4 AMPERERATING:226A SC RATING:SEE ONE MAINL ENTRY: PHASE G:FLUSH ENTRY: MOUMING:FLUSH -V w - PHASEA: 65AMPS 7797 1 2=RBC�TACLES PHASEA: 184 22101 2=RECEPTACLES PHASE B: 147 17690 1 j 3=MSC PHASES: 191 229391 3=MISC ARCHITECT STAMP ` PHASEC: 133 16004I 4=MOTOR PHASEC: 167 19983I 4=MOTOR d I TOTAL: 41491 5=KITCHEN TOTAL 65023 5=KITCHEN T IKI A— (VA) LOADSERVED NOTE TYPE POLES NO PHASE NO POLES TVFE NOTE LOADSERVED (VA) (VA) LOADSERVED NOTE TYPE POLES NO PRASE NO POLES TYPE NOTE LOADSERVED (VA) 1440 R -RECOVERY2 20 2 20 1 1 L VERY/PRSPOST/BURSE 1591 401 AHl}i BL 3 1 A 1 4 ff-5 50 280 R -PRE P/N A N 2 20 1 3 B 4 20 1 1 L RI R/ THiILIZATI N 400 2401 3 3 B 4 35 3 3 R 2 2882 1440 R -RRSOP 2 20 1 5 6 20 1 1 LTS-PROCEDURE ROOM 1 1496 2401 3 - s 6 - 3 - 2882 MECHANICAL EQUIPMENT CONNECTION SCHEDULE 720 RBC 2 20 1 7 A 8 20 1 1 L - EDURE M2 1496 732 AHLL7 EXHAUST L 3 15 3 7 A 8 3 2882 DISCONNECT DISCONNECT 1000 R - NU E TAT N 2 20 1 9 8 10 20 7 1 L - ENERAL UP/ LED D /R BVING 180 9 B 10 20 CALLOUT VOLTAGEPHASE AMPS(W) HP MOCP WIRING VFD PROVIDED BY INSTALLED BY 10 R -REFER NUR A 11 12 20 1 3 R POWER SUPPLY moo 3 - - 11 1z -- 74a AHU-t 208 3 20 5 30 3l4"C,3#10,#10G X MC EC 50 R - RA HCARTNURSE TA N 2 20 1 13 A 14 20 3 DOOR WER SU 10 3242 RTLLi 3 45 3 13 A 14 80 3 3 1 7445 AHU-t 208 3 6.1 1 15 3/4"C,3#12,#12G X MC EC 1450 REG AUTOCLAVE 2 20 1 15 B 76 20 1 3 BLANKET WARMER 900 3242 ---- 3 - - 15 B 16 - - 3 --- 7445 CH-1 120 1 5 - 20 3W-C,2#12,#12G - EC EC '°• 1450 RE.AUTOCLAVE 2 20 i 17 C 18 20 1 2 YA LA ER 378 3242 ---- 3 - - 17 18 - - 3 --- 7445 OH-2 120 1 3.7 - 20 3/4"C,2#12,#12G - EC EC CH-3 120 1 3.7 20 3/4"C,2912,#12G EC EC n1s out 3 20 2 19 A 20 20 1 4 EF-6 240 CH-4 120 1 3.7 20 3/4"C,2#12,#12G EC EC ' � 7200 CONNECTION-FBvfTOIUH 3 20 i 21 B 22 20 171E 21 B 22 20 1 3 OF-1 240 20 t 23 C 2a 20 7 1 z3 24 zo 1 CH-5 120 1 5 20 3l4"C,2#12,#12G EC EC CH-6 120 1 3.7 20 3/4"C,2912,#12G EC EC o 1 25 A 26 20 1 1 25 A 26 30 3 H-1 25 CH-7 120 1 3.7 20 3/4"C,2#12,#12G EC EC 20 1 27 B 28 20 1 1000 -- 3 27 8 28 - 3 --- 2533 CU-1 208 3 62 80 1-1/2"C,3#4,#8G EC EC 0 20 1 28 30 20 1 29 C 30 - - 3 --- 2533 DH-1 120 1 2 15 3/4"C,2#12,#12G EC EC 20 1 31 A 32 20 1 20 1 31 A 32 z0 1 EF-1 120 1 (10.2) 20 3/4"C,2012,#12G EC EC 20 1 33 B 34 50 2 3 (FUTURQ OR&M 0 20 1 33 a 34 20 i EF-2 120 1 (10.2) 20 3/4"C,2#12,#12G EC EC 20 1 3 38 0 1 35 EF-3 120 1 (10.2) 20 3/4"C,2#12,#12G EC EC - EF-4 120 1 (100) 20 3/4"C,2#12,#12G EC EC 20 1 37 A 38 20 1 20 1 37 A 38 20 1 w ✓ 5880 7L 3 SO 2 39 B 40 50 I. 3 OR2UM 5660 20 1 39 B 40 20 1 EF-5 120 1 (100) 20 3/4"C,2#12,#12G EC EC --- - - - --- Q EF-6 120 1 (100) 20 3/4"C,2#12,#12G EC EC Z (n W LU LOADING BY TYPE CONNECTED NEC CODE DEMANDFACTOR DEMAND NOTES: LOADING BY TYPE CONNECT® NEC CODE DEMANDFACTOR DEMAND NOTES: EWH-1 208 1 9.6 - 20 314"C,2#12,#12G EC U = LIGHTING 5143 VA 210.19 125% 8429 VA E-DENOTES EXISTING BREAKER TO REMIAIN. LIGHTING OVA 210-19 125% OVA E-DENOTES IXSTNG BREAKER TO REMAIN. Q RECEPTACLES 11688 VA 220-44 1okVA @ 100%,ELSE@ 50% 10844 VA N-DENOTES NEW BREAKER REQUIRED. RECESTACLES OVA 220.44 1OkVA @ 100%,BSE@ 50% 0 VA N-DENOTES NEW BREAKER REQUIRED. RTU-1 208 3 32 45 VC,3#8,#1OG EC EC w MSC. 24860VA 220-60 100% 24660VA R-DE40TESTOREUSEEASTINGBREAKER MISC. 84873VA 22MO 100% 64873VA R-DENOTESTOREUSEEXISTNGBREAKER. Q RTU-2 208 3 27 35 1"C,3#10,#10G - EC EC LJ..I Z MOTOR LARGESTMOT.: OVA 220.50 100%+LARGESTx 25% OVA MOTOR LARGESTMOT.: 100' 150 VA 220-50 100%+LA RGEST x 25% 176 VA - r^ V KITCHEN #OF KIT.UNITS: OVA 220-56 OVA KITCHEN #OF KIT.UNITS: = OVA 220-56 OVA OU-2 208 1 16.5 20 3/4"C,2#12,#12G EC EC V W O U TOTAL 1i5A 116A TOTAL i80A 181A WH-1 120 1 5 20 3/4"C,2#12,#12G EC EC W O'7 W CO Of CM Z v PANELBOARD SCHEDULE PANELBOARD SCHEDULE (n U)O d I 2 PANS:ORi PROJECT:RNEB/ENSURGERtYCENTER PANE_:OM PROJECT:FUVERVIBN SURGERY CENTER — r +° VOLTAGE 240/120V PHASE WIRE3 AMPERERATING:SOMA SC RATING:SEE ONESUE MAIN:MANLUGORMAINEREAKER VOLTAGE 240/120V PHASE WIRE3 AMPERERATING:SOMA SC RATING:SEE ONE LINE MAIM MAW LLGOR MAIN BREAKER F) J I ` OI ENTRY; MOUNTING:FLUSH OR SURFACE ENTRY: MONNTING:FLUSHORSURFACE w J Q • o LOADS: Amps VA LOADTVPPS: 1=LGHTNG REMARKS:PROCEDRE ROOM SOLOATION PANE. LOADS: Am pa VA LOADTYP6: 7=LIGFRNG REMARKS:PROCEDURE ROOM ISOLOATDN PANT J U PHASEA: 47 56601 I 2=RECEPTACLES RHASEA: 47 S860I 2=RECPTACLES NN U Q O PHASES: 39 4620I 3=MISC PHASE B: 39 4620I 3=MSC w O UI 4=MOTOR 4=MOTOR ; 04 Z UJ TOTAL 10280 5=KRCHBN TOTAL: 10280 5=KTTCHIN N LO W j LOAD LOAD AMPS/ CKT CKT AMPS/ LOAD LOAD LOAD LOAD ATvPS/ CKT CKT AMP& LOAD LOAD LL. NN y (VA) OAD SERJ® NOTE TYPE POLES ND PHASE NO POLES TYPE NOTE OAO SHRV® (VA) (VA) LOAD SIN® NOTE TYPE POLES NO PRASE NO ROLES TYPE 'NOTE LOAD SIN® (VA) LL rn 1220 REC-O.R#1 2 20 1 t A 2 20 1 3 EOUIFMFNTBOOM 750 1220 RBC-O.R#1 2 20 1 1 A 2 20 1 3 EQUIPMENT BOOM 750 REVISIONS 720 FTC-O.R#t 3 20 1 3 B 4 20 7 3 E9UIfMfINT BOOM 750 720 F>BC-D.R#1 3 20 1 3 B 4 20 1 3 EQUIPMENT BOOM 750 t NO. REMARKS z 144D REC-PRSOP 2 20 1 5 A 6 20 t 3 EQUIPMENT BOOM 75D 1440 REr-WREOP 2 20 1 5 A 6 20 1 3 EQUIPMENT BOOM 750 Q 0 E PLAN CHECK 8 COORD. 900 REC-O.R#1 2 20 1 7 B 8 20 1 3 ECUIPMENT BOOM 750 900 RO-O.R.#1 2 20 1 7 B 8 20 t 3 EQUIPMENT BOOM 750 U • 750 EDUPMBNT BOOM 3 20 1 9 A 10 20 t 3 EQUIPMENT BOOM 760 750 EQUIPMENT 3 20 1 9 A 10 20 t 3 EQUIPMENT BOOM 750 + 4 750 EQUIPMENT BOOM 3 20 / 11 B 12 20 t 3 EQUIPMENT BOOM 750 750 EQUIRVENT BOOM 3 20 1 11 B 12 20 1 3 EQUIPMENT BOOM 750 O o" < L.L imni 20 1 13 A id 20 1 20 1 13 A 14 20 1 20 1 15 B is 20 1 20 t 15 B t8 20 t CHECKED TJL m DATE 6-13-16 j LOADING BY TYPE INK NO CODE DEMAND FACTOR DEMAND NOTES: LOADING BY TYPE CONNOTED NBC CODE DEMANDFACTOR DEMAND NOTES: U GUESTROOMLIGHTNG ## 220.42 SB=LOADSUMMARY OVA GUEST ROOM LGHTNG OVA 220-42 SEELOADSA#MRY OVA DRAWN TJL U'^) LIGHTING ## 210.19 125% OVA E-DENOTES IXBTING BREAKER TO REMAIN. LIGHTING OVA 210-19 125% OVA E-DENOTES IXISTWG BREKBRTO REMN L JOB NO. 16010 _ RECESTACLES ## 220-" 10kVA 0 100%,ESE®50% 3560 VA N-DENOTES NEW BREAKER POURED. (iISUEPTACLES 3560 VA 220-44 10kVA 0 t OD%,ELSE®5D% 3560 VA N-DENOTES NEW BREAKER QUIRE) MSC, ## 220.80 100% 6720 VA R-OELOT[S TO REUSE EXISTING BREAKER MISC 6720 VA 220-80 100% 6720 VA R-DENOTES TO REUSE EXISTING BREAKER /' rd3 I TT E ER ING SHEET NUMBER MOTOR LARGEST MOT.: �## 220.50 100%+LARGEST x 26% OVA x 440 Feet Coryomte Dr.,Sre.103 MOTOR LARGEST MOT.: OVA 220.50 1W%+LARGEST%25% OVA �- KITCHEN #OF KR.UNTS: �## 220.5E OVA Meridian TO WW2 K(TCIHBN #OF KIT.UNITS: OVA 220-W OVA TOTAL ## 43A TOTAL 43A 43A ph29&28&218R s a fax 20&288.MQ RMxM tSeRUR08