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HomeMy WebLinkAbout18-3101 135 Cheney Dr Car Wash Plans GENERAL NOTES: SHEET INDEX: o 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER NTH AN APPROVAL CIVIL PLANS For DESCRIPTION - SHEET NO. STAMP BY THE CITY AT.THE WORKSITE U W o 2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN. CIVIL NOTES CO.01 w FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. SITE PLAN. C1.01 I--I 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPER71ES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND. -THE D UTCH TOUCH GRADING, DRAINAGE &.UTILITY PLAN C1.02 o d ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE a w 3 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 DUMPSTER OR SIMILAR DEVICE PROVIDED 1 Idaho �-r i F BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. Twin Falls,�S I�W/!�O PROJECT BENCHMARK: 4.RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT 1T IS THE CONTRACTOR'S , �Qi° g RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION: SITE BENCH MARK - "B" BOLT ON FIRE HYDRANT 4085-3027 �.I"" ��^ 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION /1 O 7 IJCJ(� # - AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. L 1 CITY OF TWIN FALLS BENCHMARK, 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATE.NATIVE MATERIAL AND USE SUITABLE MATERIAL EAST SIDE OF LOCUST STREET NORTH, 10' NORTH OF BRIDGEVIEW BLVD. �' 1 WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL FILL SHALL BE PLACED AND . ( x a w COMPACTED BY METHODS APPROVED BY THE CITY.OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL IDAPA 58.01 1988 NAVE DATUM ELEV. = 3653.24SITE DATUM ..08.542.07 - SEPARATION OF ) x S o0 OR DISCARDEDSTRIPINGS T OFF-SITE ATBLE R FILL MATERIAL ON LOTS OR THE CONTRACTOR'S EXPENSE.ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER POTABLE,NON-POTABLE,AND RAW WATER PIPELINES VICINITY,SKETCH: W s °° n.ts. DRAINAGE CALCULATIONS: W o 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR.ONLY. THE CONTRACTOR 07.: SEP RATIO 0 0 OABLE.NON-POTABLE.AND RAW WATER PIPELINES THE REQUIREMENTS U SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR THE PROTECTION OF PO ABLE MAINS FROM CONTANINA N Y N N- A L PIP LINES ARE DESCRIBED N.HALF BUILDING&CANOPY FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL IN SUBSECTIONS 542.07.o. THROUGH 542.07.c.FOR THE PURPOSES OF SUBSECTION 542.07, THE TERM SERWCE LATERALS OF ANY KIND. "PIPELINE"APPLIES TO BOTH MAINS AND SERVICES. THE DEPARTMENT WILL USE THE MEMORANDUM OF IMPERVIOUS 3,552*1.6/12+0.95 450 Of z & POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSE UNDERSTANDING WITH THE PLUMBING BUREAU AS GUIDANCE IN DETERMINING THE RELATIVE RESPONSIBILITIES - LANDSCAPING 2,512*1.6/12*0.25= 84 cf o. '.IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. FOR'REIEMNG SERVICE LINES. THE CONDITIONS OF SUBSECTIONS 542.07.a. AND 542.07.b.SHALL APPLY TO RETENTION REQUIRED = 534 cf 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF ALL POTABLE SERVICES CONSTRUCTED OR RECONSTRUCTED AFTER APRIL 15,2007 AND WHERE THE I�er RETENTION PROVIDED(100'x 6'x 2.5'DEEP x 0.40) = 600 cf . CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. DEPARTMENT OR THE OLPE IS THE REVIEWING AUTHORITY.RAW WATER PIPELINES MUST BE PROTECTED FROM sna 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. CONTAMINATION FROM NON-POTABLE PIPELINES,AND MUST NOT CONTAMINATE POTABLE PIPELINES. THEY - S.HALF BUILDING&NW LOT: SHALL THEREFORE MEET EQUIVALENT SEPARATION DISTANCES SHOWN BELOW FROM EITHER POTABLE OR 11.THE CONTRACTOR SHALL.TAKE REASONABLE MEASURES TO PROTECT EXIST IMPROVEMENTS FROM DAMAGE AND ALL NON-POTABLE PIPELINES. (4-4-13) IMPERVIOUS 5,229*1.6/12*0.95= 662 cf SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED TO THE ENGINEER'S N LANDSCAPING 5,212*1.6/12*0.25= 174 of SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. a. PARALLEL INSTALLATION REQUIREMENTS. (5-8-09) POLE LINE ROAD RETENTION REQUIRED - = 836 cf 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO - RETENTION PROVIDED(100'x.10'x 2.5'DEEP x 0.40) = 1,00 cf RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. I. POTABLE MAINS IN RELATION TO NON-POTABLE MAINS. (5-8-09) 2 CHENEY DR W CHENEY 13.IDAHO CODE 39-118 REQUIRES IDAHO DEPT.OF ENVIRONMENTAL QUALITY(IDEQ)APPROVAL PRIOR TO CONSTRUCTION: PROJECT qP EAST ENO LOT 1i IS THE.CONTRACTOR'S RESPONSIBILITY i0 INSURE COMPLIANCE. (1) GREATER THAN TEN(10)FEET SEPARATION:-NO ADDITIONAL REQUIREMENTS. (4-4-13) o IMPERVIOUS 10.206*1.6 + 14.ALL APPROACH RADII ARE TO BE 25'TO FACE OF CURB UNLESS OTHERWISE NOTED.ALL VALLEY GUTTERS ARE TO BE (��) (g) z NORTH COLL ROAD /12 0.95= 1,293 cf 6'WIDE UNLESS OTHERWISE NOTED. (2] TEN OVE FEET TO SIX(6Z FEET SEPARATION: SEPARATE TRENCHES WITH THE BOTTOM OF w xLANDSCAPING 4,655 1 1.6/12*0.25=1"C 15.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF HORIZONTAL FEET THE TABLE MAIN AB THE TOP OF IHt NON-POTABLE MAIN,AND NON-POTABLE MAIN CONSTRUCTED z' RETENTION REQUIRED = 1,448 cf WITH POTABLE WATERCLASS.PIPE. (4-4-13) o OF CLEARANCE FROM FINISHED LIP FIRE GUTTER. T z a RETENTION PROVIDED(41'x 20'x 4.5'DEEP x 0.40) = 1,476 cf 16.PIPE TRENCHING ANDREDOING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED �i ri FALLS AVENUE Z+ STANDARDS. - (3)) LESS THAN SIX((6))FEET SEPARA71ON: DESIGN ENGINEER TO SUBMIT DATA TO THE g w SOUTH VEST LOT 17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOW)TO EPA AND HAVE A .DEPARTMENT FOR RENEW AND APPkOVAL SHOWING THAT THIS INSTALLATION WILL PROTECT PUBLIC HEALTH a 'o IMPERIOUS - - 13,966*1.6/12*0.95= 1,769 cf AND THE ENVIRONMENT,-NON-POTABLE MAIN TO BE CONSTRUCTED OF POTABLE WATER CLASS PIPE,AND N m COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSITE WITH THE BOTTOM OF THE POTABLE MAIN ABOVE THE TOP OF THE NON-POTABLE MAIN. (4-4-13) o z (n LANDSCAPING 3,023*1.6/12*0.25= 101 cf http://cfpub.epa.gov/npdes/stormwoter/cgp.cim.QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED TO o Y RETENTION REQUIRED = 1,870 cf MISHA VAKOC OF EPA AT. (206)553-6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS i0 THE CITY OF TWIN (4) NON-POTABLE MAINS ARE PROHIBITED FROM BEING LOCATED IN THE SAME TRENCH AS z FILER A ENUE. g RETENTION PROVIDED(40'x 50'x 2.5 DEEP x 0.40) = 2,000 cf FALLS. POTABLE MAINS. (3-30-07) 18.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. (5) PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING 3 m U] V 19.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE N040TABLE FLUIDS SHALL BE NO CLOSER HORIZONTALLY THAN TEN 10)FEET FROM POTABLE MAINS. - W CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO (4-7-11) ADDISON AVENUE COMMENCING WORK. - O if. NEW POTABLE SERVICES IN RELATION TO NON-POTABLE SERVICES,NEW POTABLE SERVICES IN RELATION TO NON-POTABLE MAINS,AND NEW NON-POTABLE SERVICES IN RELATION TO POTABLE MAINS. (5-8-09) 2 UTILITY SERVICE NOTES: To EBE INSTALLED WITH A BURY DEPTH OF 42 INCHES FROM FINISHED GRADE (1) GREATER THAN SIX(6)FEET SEPARATION: NO ADDITIONAL REQUIREMENTS BASED ON 1. ALL WATER D P.I.SERVICE LOCATIONS SEPARATION DISTANCE. (5-8-09) 0 TO STATIONS,OFFSETS,AND ELEVATIONS SHOWN. WHERE OFFSETS ARE NOT GIVEN THE CONTRACTOR SHALL INSTALL (2) LESS THAN SIX S6)FEET SEPARATION: DESIGN ENGINEERTO SUBMIT DATA THAT THIStz THE WATER OR P.I.SERWCE BOX SO THAT THE FACE OF THE RISER.IS LOCATED 12"TO 18'FROM BACK OF SIDEWALK. INSTALLATION WILL PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AND NON-POTABLE SERVICE r `ALL SEWER r \ SERVICES TO 2. ALL SEWER SERVICESTUBSE INSTALLED TO STATIONSSHALL BE LOCATED NTH AAN'T OFFSETS E POST,PAINTED GREEN.SERVICE STAMPS ON CURB CONSTRUCTED WITH POTABLE WATER CLASS PIPE. '`(5-6-09) LEGEND: V U SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS. (3) NEW POTABLE SERVICES ARE PROHIBITED FROM.BEING LOCATED IN THE SAME TRE(JCH AS NON MAINS OR NON-POTABLE SERVICES. 5-8-09 PROPERTY BOUNDARY - - b. REQUIREMENTS FOR POTABLE WATER MAINS OR SERVICES CROSSING NON-POTABLE WATER ROADWAY CENTERLINE - q MAINS.OR SERVICES. (4-4-13) SETBACK ---- --- ---- rT` LANDSCAPE NOTES: EASEMENT - --- -------- V 1. PER CITY.CODE AND THE SUN WEST PUD(W259)A 35'WIDE LANDSCAPE.BUFFER INCLUDING SIDEWALK, i. IF THERE IS EIGHTEEN(18)INCHES OR MORE VERTICAL SEPARATION NTH THE POTABLE WATER LINE WIN PATHWAY OR OTHER HARD-SURFACED.LANDSCAPED IMPROVEMENTS,MEASURED FROM THE BACK OF CURB, MLL WATER PIPELINE ABOVE THE NON-POTABLE PIPELINE, THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR SANITARY SEWER LINE 8"Ss AS POSSIBLE FROM THE NON-POTABLE WATER PIPELINE. (4-7-11) ' BE CONSTRUCTED ALONG WASHINGiON STREET NORTH. STORM DRAIN LINE a. 50%OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE.BERMS WITH A RIDGE ELEVATION OF ii. IF THERE IS EIGHTEEN(18 INCHES OR MORE VERTICAL SEPARATION WITH THE POTABLE PRESSURE IRRIGATION LINE a"PI AT LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" WATER PIPELINE BELOW THE NON-POTABLE PIPELINE,THEN THE POTABLE PIPELINE JOINTS MUST BE AS FAR GRAVITY IRRIGATION LINE 24"IRR IN HEIGHT. AS POSSIBLE FROM THE NON-POTABLE PIPELINE,AND THE NON-POTABLE PIPELINE MUST BE SUPPORTED TELEPHONE LINE T b. THE LANDSCAPE BUFFER SHALL BE PLANTED WITH MINIMUM.OF ONE TREE PER 500 SF OF LANDSCAPED THROUGH THE CROSSING TO PREVENT SETTLING. (4-7-11) OVERHEAD POWER LINE OHP AREA AND.A MINIMUM OF ONE SHRUB PER 100 SF OF LANDSCAPE AREA(8 TREES; 40 BUSHES). GAS LINE G I. AT LEAST 50%OF THE TREES SHALL BE EVERGREEN . LESS THAN EIGHTEEN(18)INCHES VERTICAL SEPARATION: '(5-8-09) STANDARD CURB&GUTTER ii. AT LEAST 50% OF ALL TREES AND SHRUBS SHALL BE FROM GROUPS LAST APPROVED BY RELEASE CURB&GUTTER ----------THE TREE COMMISSION THROUGH ITS TREE SELECTION GUIDE. (1) :POTABLE PIPELINE JOINT TO BE AS FAR AS POSSIBLE FROM THE NON-POTABLE PIPELINE, STANDUP CURB iii.TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN: AND EITHER: (5-8-09). SIDEWALK TREE AND SHRUB GROUPINGS. EDGE OF ASPHALT EA iv.ALL TREES SHALL HAVE A HEIGHT OF AT LEAST 4'WHEN PLANTED.. - (a) NON-POTABLE PIPELINE CONSTRUCTED WITH POTABLE WATER CLASS PIPE FOR A MINIMUM .GRADE BREAK - - - - REmsrans OF TEN(10)FEET EITHER SIDE OF POTABLE PIPELINE WITH A SINGLE TWENTY(20)FOOT SECTION OF CONTOUR LINE ---- - Di Io/2s(2ms POTABLE WATER CLASS PIPE CENTERED ON THE CROSSING; OR (5-8-09) 3an8 PLal&zoN 2.PER THE SUN WEST PUD(1259) A 20' WIDE LANDSCAPE BUFFER INCLUDING SIDEWALK,PATHWAY OR SEWER SERVICE - - �- OTHER HARD-SURFACED LANDSCAPED IMPROVEMENTS,MEASURED FROM THE BACK OF CURB, WILL BE WATER SERVICE - I n/.T/2018 CONSTRUCTED ALONG CHENEY DRIVE. SAID LANDSCAPING SHALL CONFORM TO THE CSI LANDSCAPING (b) SLEEVE NON-POTABLE OR POTABLE PIPELINE WITH POTABLE WATER CLASS PIPE FOR TEN CITY ENGINEERING COMMENTS REQUIREMENTS REGARDING PLANT VARIETIES AND PLANNING PARAMETERS. (10)FEET EITHER SIDE OF CROSSING.USE OF HYDRAULIC CEMENTTOUS MATERIALS SUCH AS CONCRETE, - IRRICATON'SERVICE _ a. 50%OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION.OF CONTROLLED DENSITY FILL,.AND CONCRETE SLURRY ENCASEMENT IS NOT ALLOWED AS A SUBSTITUTE FOR CLEAN-OUT Co 0 AT LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVATION OF 30 AT (5-8-09) BLOW-OFF ASSEMBLY eo0 AIR-INJECTION ASSEMBLY Al O IN HEIGHT (2) IF POTABLE PIPELINE IS BELOW NON-POTABLE PIPELINE, THE NON-POTABLE PIPELINE b. THE LANDSCAPE BUFFER SHALL BE PLANTED WITH MINIMUM OF ONE TREE PER 500 SF OF LANDSCAPED MUST ALSO BE SUPPORTED THROUGH THE CROSSING TO PREVENT SETTLING. (5-8-09). FIRE HYDRANT AREA AND A MINIMUM OF ONE SHRUB PER 100 SF OF LANDSCAPED AREA(8 TREES; 36 BUSHES). SEWER MANHOLE Q L AT LEAST 50%OF THE TREES SHALL BE EVERGREEN - iv. PRESSURE WASTEWATER MAINS OR OTHER PRESSURIZED MAINS OR LINES CONTAINING STORM DRAIN MANHOLE Qo ii. TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN NON-POTABLE IN SHALL BE NO CLOSER VERTICALLY THAN EIGHTEEN(18)INCHES FROM POTA6 IRRIGATION BOX 0 MAINS. i'-7-11) CATCH BASIN 99 TREE AND SHRUB GROUPINGS. iii..ALL TREES SHALL HAVE A HEIGHT OF AT LEAST 4'WHEN PLANTED. - C. EXISTING POTABLE SERVICES IN RELATION TO NEW NON-POTABLE MAINS,EXISTING CURB INLET 3.PER THE SUN WEST PUD(J/259)A 15'WIDE LANDSCAPE BUFFER MEASURED FROM THE RIGHT OF WAY WILL BE NON-POTABLE SERVICES IN RELATION TO NEW POTABLE MAINS,AND EXISTING POTABLE SERVICES IN VALVE ba CONSTRUCTED AT ALL OTHER PUBLIC RIGHT OF WAYS AND PRIVATE ROADWAYS. WIDTH OF THE LANDSCAPING RELATION TO NEW NON-POTABLE SERVICES SHALL MEET THE REQUIREMENTS OF SUBSECTION 542.07.b., GAS METER ©Tr MAY VARY TO ACCOMMODATE PARKING,SERVICE ROADS,AND OTHER FEATURES BUT IN NO CASE SHALL THE WHERE PRACTICAL,BASED ON COST -CONSTRUCTION FACTORS, AND PUBLIC HEALTH SIGNIFICANCE.IF TELEPHONE RISER o rVIO ACTUAL LANDSCAPING WITH BE LESS THAN 5. THE DEPARTMENT DETERMINES THAT(HERE ARE SIGNIFICANT HEALTH CONCERNS WITH THESE SERVICES, WELL ® DO NOT SCALE DRAMS SUCH AS WHERE A LARGE EXISTING SERVICE SERVES AN APARTMENT BUILDING OR A SHOPPING CENTER, POWER POLE $ cDNmacroR sNAu VERIFY au a.50%OF THE LINEAL FOOTAGE OF THE LANDSCAPING SHALL HAVE BERMS WITH A RIDGE ELEVATION OF THEN THE DESIGN SHALL CONFORM WITH SUBSECTION 542.07.b. (5-8-09) CONDITIONS AND SHALL VERIFY ar AT LEAST 18"IN HEIGHT WITH AT LEAST 50%OF THE BERMING HAVING A MINIMUM ELEVATION OF 30" GUY ANCHOR � - THE doe SIrA AND NOTIFY THE IN HEIGHT. - SIGN -U_ ENGINEER OF ANY DIMENSIONAL b DIS- AREA AND AAMINIMUMEOFSONELSHRUB PLANTED ER 0 SFMOFIALANDSCAPED AREA(2 TREES, 11 BUSHES).APED WATER MAIN DISINFECTION NOTES: SITE LIGHTING " .�. CREPAN, SBEFORE DR BEGINNING THE BE ERRORS,OMISSIONS.e BEGINNING 1. AT LEAST 50%OF THE TREES SHALL BE EVERGREEN MAILBOX Q" OR FABRICA77NOANY WORK. if. AT LEAST 50%OF ALL TREES AND SHRUBS SHALL BE FROM GROUPS LAST APPROVED BY THE TREE A. CLEAN AND DISINFECT WATER-DISTRIBUTION PIPING AS FOLLOWS: STAMP COMMISSION THROUGH ITS TREE SELECTION GUIDE. 1. .PURGE NEW WATER-DISTRIBUTION PIPING SYSTEMS ANDPARTS OF EXISTING SYSTEMS THAT HAVE BEEN ABBREVIATIONS: 4L a•',a Ill.TREES AND SHRUBS MAY BE GROUPED,BUT THERE SHALL BE NO SPACE GREATER THAN 75'BETWEEN ALTERED,EXTENDED OR REPAIRED BEFORE USE. TREE AND SHRUB GROUPINGS. 2. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR IF AB AS-BUILT METHOD IS NOT PRESCRIBED BY AUTHORITIES HAVING JURISDICTION, USE PROCEDURE PRESCRIBED IN ADDY ADDITIONAL LF LINEAR FOOT a. iv.ALL TREES SHALL HAVE A HEIGHT OF AT LEAST 4; WHEN PLANTED. NFPA 24 FOR FLUSHING OF PIPING.FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY BM BENCH MARK LG LIP OF GUTTER 4.APART FROM THE REQUIRED LANDSCAPED BUFFERS AND ADDITIONAL 1,608 SF OF LANDSCAPING WILL BE ' fi;Y» REQUIRED WHICH SHALL INCLUDE., 3. WATER DOES NOT APPEAR AT POINTS OF OUTLET C CB CATCH BASIN jA MANHOLE USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY.AUTHORITIES HAVING JURISDICTION OR,.IF CBU CLUSTER BOX UNIT N// NOT APPLICABLE o.4 TREES(50%OF THE TREES SHALL BE EVERGREENS AND SHALL.HAVE A HEIGHT OF AT LEAST 4' METHOD IS NOT PRESCRIBED BY AUTHORITIES.HAVING JURISDICTION,USE.PROCEDURE DESCRIBED INCL or a CENTER LINE tJIS NOT TO SCALE WHEN PLANTED) AWWA C651 OR DO AS FOLLOWS: COTF CITY OF TWIN FALLS PIRR or PI PRESSURE IRRIGATION b. 17 BUSHES(50%OF THE BUSHES SHALL BE EVERGREENS) - a. FILL SYSTEM OR PART OF SYSTEM.WITH WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 CONTT CONSTRUCT REQ'D REQUIRED RPM OF CHLORINE; ISOLATE AND ALLOW TO STAND FOR 24 HOURS - OF CUBIC FEET RW RESILIENT WEDGE CY CUBIC YARD ROW or R b. AFTER STANDING TIME,FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHORINE REMAINS DIN or D DRIVEWAY S SF RIGHT OF WAY APPROVED D. THISAULT IN WATER COMING FROM SYSTEM. /W SQUARE FOOT DWG DRAWING. S SLOPE DESIGN HI LT C. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AN AUTHORIZED LAB FOR TESTING HAVING EA or EDA EDGE OF ASPHALT SO .STORM SEWER Building Plans have JURISDICTION,ONE SAMPLE AFTER FLUSHING AND A SECOND ONE 24HOURS AFTER FIRST SAMPLE EL or ELEV ELEVATION SS SANITARY SEWER DRAWN J.jWEN IS COLLECTED.REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF - FOC FACE OF CURB - IBM TEMPORARY BENCH MARK - been reviewed and approved CONTAMINATION. FHYD or FH FIRE HYDRANT TA TOP OF ASPHALT DATE 9/21/2018 B. PREPARE REPORTS OF PURGING AND DISINFECTING ACTIVITIES. FG FINISHED GRADE TCC TOP OF CONCRETE FL FLOW LINE -TRC TOP OF RELEASE CURB All Construction Subject to SCALE AS SHOWN GB GRADE BREAK TBC, TOC,TO TOP OF CURB VERT,HIGHBACK FLUSHING NOTE: FLUSHING SHALL OCCUR FROM THE NEAREST FIRE HYDRANT AND BE CARRIED IN A flRE GI or GIRR GRAVITY IRRIGATION ( ) Field Inspection HOSE INTO A NEW RETEN71ON BASIN OR DRAINAGE SWALES OR DISPOSED OF JN-A WATER TRUCK TRANSPORTED INV INVERT TRANS TRANSITION. DWG.No. -18 SLTE OFFSITE TO AN APPROVED LOCATION. UNDER NO CIRCUMSTANCE SHALL FLUSHING WATER BE ALLOWED TO TFCC TWIN FALLS CANAL COMPANY IRR IRRIGATION TYP TYPICAL Page#: 1 of 70 SHEET ENTER WATERS OF THE US - ISPWC IDAHO STANDARDS SERVICE DARDS FOR PUBLIC VG VALLEY GUTTER �O.O WORKS CONSTRUCTION WM WATER METER Date: 2/20/19 SITE KEYNOTES: _ w i - - -� — _ — _ — _ _ N89'54'58"E 280.W _ _ _ _ _ _ — I � E _ T TING CURB&GU71ER m 0 i I 1 I I so I b o n3.sa.c 8 EXISTING APPROACH - w ao 1J m i - o 0 0 o w RESEWNEo 1'-0"X 1'-6"X 0.080"ALUMINUM HANDICAP 0 I I ®.EXISTING PEDESTRIAN RAMP PARKMG PARKING SIGN SIGN TO READ"RESERVED E ®EXISTING CONCRETE SIDEWALK '� 9 L 75• l - •,-o, �Q se EXISnBC A Z,41T BIKEPATH/WALKWAY 'VAPER PLAN ACCESSIBLE" "VAN ACCESSIBLE" WHERE APPLICABLE. P SYMBOL.AND ^ w .•. ,,. caNsmucT ASPNaT PANEMewr sccnav "VAN A o .:p 1?, 2' MN'i 24 DO NOT DRAIN Ir y I V I BOLT TO STEELTUBEHWITHAPP�2"BCADMIUM 3 I Wf E M I 2 CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT SECTION PLATED BOLTS,NUTS,AND WASHERS. 0 STORM WATER O1 6L 3 CONSTRUCT STANDARD CURB&GUTTER c ONTADJO 1 I 8 •\. -® / \ ' ss—„� 6"SS 6"SS 69 q CONSTRUCT RELEASE CURB&GUTTER os+F'sdb —55.7 ❑ ❑ I,--� 3 5 CONSTRUCT THICKENED EDGE CONCRETE SIDEWALK y - •~�- T O M PROPERTY j 4 OO I o 6 CONSTRUCT CONCRETE SIDEWALK 1 r 6 y l• - 0 - Qi INSTALL'VAN AccEssreLE'PARKING s1aH 2"X 2"X.188"STEEL.TUBE,EXTEND INTO �i m 0 10 20 40 S5�E GN HT CONIC.FILLED PIPE 2'-0". W n N - ' / - '✓/ w.m / ' I - O&TT&CONSTRUCT ti TYPE. MATE W/ELECTRICAL FOR POLE O W SCALE IN FEET i - PRimAer TowER t�- 2 ' �24, B ig•_O• �o°Oo bD m o �l m 0�° u.ouc DO NOT DRAIN In W o o THE DUTCH TOUCH CAR WASH 6 W m I�� 1 6 Fam 5,1975 Ft STORM WATER ---- --------- . FIN.GRADE Qr ,G ARCH.EL. 100'-0" 1e ONTO 00 00(7O 00 00 O OCO(70 Q c o s ADJACENT 0 aNPi/ .0 'Z CIVIL EL.3646.00 cc •AA.01, ° 1 n —. - •20 . ,m - PROPERTY I. 0 .Q'0 N a F.W. I WASH BAY T oenNc Roots - i 1. FT s m It Q _ ° _ _ =n ° ° ❑ "� 124 '5 4 5 4" 24" ° 1 'g 12"DIAMETER CONCRETE BASE \`J °SECONDARY TOWER - F DIA.BOLLARD,•IYI, w z A 1.. O s >' , 6 983•:. 30' • 12' 18' / w w O�Si FILL W/CONIC 1='O — ' w 6'SD • 6'SD . 6 SD I m I MT 6' 9 13 120 (s) SPACES �, ,,.sic 0 a 8 8j O Z Accessible Parking Sign N.T.S. 0 o� O II O O � o� N M i I / 3 ROUND EXTRA HEAVY DUTY CAST IRON TOP a ®I 7'5 / 3 m. JAY R. SIMTH 4220S OR EQUIVALENT laic ,' t,, <i PLAN VIEW FINISHED GRADE FINISHED GRADE,SIDEWALK 9';FACES ,'v'(9) 14'SPACES g' I - ESCAPE AREAS OR PATIO AREAS �' 12'-0" x 16'-0" ENCLOSURE is o L1_II —II_II PAINTED ALUMINUM OR GALV. STEEL 1 S• -_ - .: O - /� I MN'T 24 DOUBLE SWING GATE.CATE TO I' 1 ?2 '•m - • - / PROVIDE 100%SCREENING. COLOR z - I• TO BE APPROVED BY OWNER. o SAME SIZE MATERIAL f� - B. EXISTING DRY-WELL �I I 4 _ AS MAINLINE PIPE d ? 0 11 I B � — — _ - - — — — — — — — — — — — I _ GA LATCH a — � u.aa.c o z W a 45'ELBOW C I1 I - - - - - - - - - - li. Z w 45'WYE ILI CAP AT TERMINUS r I I 12"W 11 12"W i z'W 12"W 12 112"W 12"W ' 12"W u / to 1 o a I I DROP ROD I I STRM OR SSWR PIPE-PVC SDR 35 i I - #2014-01263.1. N "V 1 1 GATE POST PER GATE I I 1 MANUFACTURER I ASiM 03033 OR 03034(GASKEffD) rT` l z PEDESTRIAN AREAS a DO NOT DRAIN FRONT ELEVATION 9.82' -—1—-—- 0 STORM WATER—-—-—-—-351.66' CHENEY DRIVE - ------- ONTO -- -- - ---1 --�------------- ADJACENT _--- S89'37'10"E 2636.83' — is"SQUARE SW CORNER ,�_ __ _ — ———— —— PRECAST CON -CRE7E CAP GOVT Lor�. -PROPERTY ——_ —— ——————-— - - OLLA ROUND FLANGED HOUSING WITH ------------- -- s -—— — - (2)#5 CONT.BOND BEAM FINISHED GRADE GONG:C R HEAVY DUTY CAST IRON COVER —'— ————— (TOP COURSE) ASPHALT, GONG JAY R.SIMTH 5243S OR ORGRAVEL EQUIVALENT 8".CMU(TYP.)SPLIT FACE - - SOLID GROUT ALL CELLS 1"BATTER 6" COTF lab to Inspect dry #5 VERT. ®24-O.C. •- #4 REBAR 12"O.C. E.W. Y2"R Well for dll'T1enSIOf1S, �i (2)15 CONT.BOND BEAM �.1yc, REMSIONS 2.y"PLANT MIX PAVEMENT CLR _ _ fabric,rock and pipe I FIN(5TM COURSE) 7 x;N `" "-, 0 I &ZONING 11 EEIVATION&SHED A MATERIA SEE L OR z ® 71/13/208 COMMENTS before backfill can N F PLANNING 12"- AGGREGATE COMPACTED TO 95%MAX DENSITY, ' o 2'-O" I nrr ENGINEERING COMMENTS 1 „ — occur. Please call 48 Yz"EXPANSION JOINT MATERIAL o 1"R 6" 1 hours prior to 1' 6"CONIC. SLAB,SEE PLAN y -. .' 1"Batter z p p SUBGRADE, II III III ill'_, i�� Inspection. o E a 45'ELBOW FOREL V. SCARIFY AND COMPACT, I)I-1 4_ 1L 1 6 4 f 7::: 1-6` ry — i W PROOF ROLL TO VERIFY NATIVE MATERIAL IS — - —1} FIRM AND UNYIELDING WITH NO SOFT SPOTS PORTLAND CEMENT CONCRETE s ? - i N 45'WYE PAVEMENT,4000 PSI MIN. % I"R 1 4"-3/4"AGGREGATE CAP AT TERMINUS 4"MIN. 3/4"MINUS GRAVEL BASE " COMP, TO 95X MAX. DENSITY NOTE; - - '-0" 2 5 CONT. VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT SUBGRADE- COMPACTED - #5 DOWELS®24"O.C.0C ��. O# - _ TO 95%MAX. DENSITY TURN EVERY OTHER LEG \Y °'"'=•._COMPACTED "GRAVEL BASE OPPOSITE:ROTATE TO 45' \ STRM OR SSWR PIPE-PVC SOR 35 NOTE: '"'- °°° INSTALLED TO BOTTOM OF 10' COMPACTED SUBGRADE TO ASTM D3033 OR D3034(GASKETED) 1. SAW CUT JOINTS PER ISPWC SD-7148. JOINTS SHALL BE LAID PARKING LOT/STEET SECTION DO NOT SCALE DRAWINGS 95%STANDARD PROCTOR TYPICAL WALL SECTION ' OUT APPROXIMATELY IN SQUARES AT 9'MIN.&15 MAX.SPACING. VEHICULAR TRAFFIC AREAS cavTRAcrat SHALL VERIFY au CONDITIONS AND DIMENSIONS AT Asphalt Pavement Section Portland Cement Concrete Pavement Section Standard Curb&Gutter Detail Trash Enclosure Detail Clean-Out Detail THE JOB SITE AND NOTIFY THE N.T.S. N.T.S. N.i.S N.T.S. - N.T.S. ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS OR DIS- CREPANCIES BEFORE BEGINNING 3/4" OR FABRICATING ANY WORK. {{{��� �• STAMP 1,'R I EXPANSION MATERIAL ,'a 6"PORRAND CEMENT,MIN 4000PSI �_6"THICK CONIC.SIDEWALK(4000 PSI MIN.) '` aQo� y r•�—,W16x6 W21XW2.T WWF W/6x6 02.ixW2.1 W'WF ° G •� +- 14924 2-O" NOTE:TRANSITION.LIP OF - 4" IN.3/4'MINUS GRAVEL BASE 1�GI3��13, 6° 1'-6" GUTTER AT STANDARD CURB I" - J FINISHED SURFACE I"R� TIE-INS TO ACHIEVE RELEASE a ii r-:III ITT III L. T COMP. TO 95%MAX.DENSITY R I'B..... OF WATER. N ° lit SUBGRADE,COMPACTED -- -� TOP OF DRYWELL IIII a III=.L, II SUBGRADE-COMPACTED _ TO 95%MAX DENSITY TO 95%MAX.DENSITY �, i EL PER PLAN R �-�- �.,> - D. THIBAULT 7 =111 � <J �C 7 �� � APPROVED < ' PAVEMENT _II I ° 4 - °AGGREGATE, _ i TOP OF ASPHALT 2AGGREGATE _ Y-1 GEO7EXTILECOR EQUA ALL COMPACTED 70 95% -' 444... A ��GN D. THIBAULT (2)#4 REBAR CONT. i. FLUSH W/CONCRETE _ .SIDES.LAPPED A7 70P _ — - MAX DENSITY i C_(. �`. L2' P&BOTTOM DRAWN J.SKEEN `NOTE: � t 1.PROVIDE EXPANSION MATERIAL AT8'O.C.MAX,AND WHEN ` ��� TRUNCATED DOMES REO'D.AT BOTTOM OF DRYWELL �_� CC--R DAB 9/27/2018 °$&$•; s ADJOINING ANY OTHER CONCRETE WORK i ALL RAMPS.SEE SITE PLAN. G." �,:• COMPACTED I"GRAVEL BASE EL=PER PLAN • INSTALLED i0 BOTTOM OF NOTES:. 12"PERFORATED PIPE SCALE AS SHOWN - COMPACTED SUBGRADE TO / 1. PROVIDE EXPANSION MATERIAL AT 8''O.C.MAX.'AND WHEN ALL CONSTRUCTION,SIGNAGE&STRIPING TO.COMPLY WITN THE AMERMAN'S WITH PARKING SECTION 95%STANDARD PROCTOR ADJOINING ANY OTHER CONCRETE WORK � DISABILITIES ACT ACCESSIBILITY GUIDELINES(ADAAG),THE FAIR HOUSING ACT,THE DMI No. C 180-18 SITE - 2. VERIFY BY OWNER SUPPLIED GEOTECHNICAL REPORT: UNIFORM FEDERAL ACCESSIBILITY STANDARDS(UFAS),AND.THE 2012 IBC. SHEET Release Curb&Gutter Detail-SITE Thickened Edge Concrete Sidewalk Detail Concrete Sidewalk Detail Handicap Ramp Detail Dry-Well Detail 7•O� N.T.S. N.T.S. N.T.S. N.T.S. 1 N.T.S. . N 1/2 BLDG.&CANOPY DRY-WELL f0 N c Landscape B 3 6'x f00'-2.5'DEEP o area shaded r INV.42.00 _ ,I I - TOP ELEV. =42.00 - f C.,)w o d BTM ELEV. =39.50 �_ 8 ?s y II I w 43sern - �0s{�N _efl 2 800.05o' INV. 40:50 INV.4 INV.40.75(6" TR) - 154" ) Ill 0 i - - - 1--1 woQ oo0, 0Q000Q00 o ay V. 0- � O � 2e 9 RIM 44AU I i 2 INV.40.50 S LL 8 4' N INV.42.20 I 157 ,i ,� i a m "MNT _ppO (O�O IINV 40.50I ${' epee 0 5 10 2 I I CDIJ V I .°. ' _;, �..< ,..it . . i ••. ems,:; -.. �d'�' F+i� �`�N, I I � 0 P SCALE IN FEET I La dscape Buffer 1 O O +. a 6 ar shaded red a a' o - • o _ -__-' GRATE 43.82 o 'nD ao - INV. 41.82 asi W a v w i ) 2 INV. 42.80 5 {]z 1NV. 41,85 INV. 41.45 N a 5 ft Obi r. ❑3_� NV. 4t.35 W U Joo O \•C�+ /'...I. 6 SS ° 6"SS 6 SS..,- 6"SS- 0� 6"S 6"SS 6"SS- I 1�U O LO ✓ \ :. ../F/ RIM 44.65 12 ( zo I JO _ _ j \' INV 41.75 INV. ( P t- '� INV. 41.55 a INV. 41.10 20 -'xv 0 00 O 4 'K1 a w. a I �OQ �O � '• -. •1. ��oc / .'�, k�e I - 1a EAST END LOT DRY-WELL P � ....:.•r.. �y -- ------ I TOP ELEV.= 42.50EEP - _ • i Q INV. 44 00 - 0 •.z� �� '� _ B 7M ELEV.=38.00 S 1/2 BLDG.&NW L07 DRY-WELL 10 I y G 10'x 100'-2.5'DEEP / // psi �" 6"sD 5 TOP LEV. =42.00 0 ,� 1/ FF46.00 ,." 2 INV, 41.20, - azvxc ' - ^ E _ BTM LEV. =39.50 0 •.u 3Orcc I � PRIMARY TOWER F� I j o68TA 43. O 44057CC' / GRA 43.�5 8 Q✓� '� 1 �J(O�O� _IryV 4Q 95 O :G�2ATE 44.05 ,; �\ S Ln w w �0`OOu :•.iNV4f.00 > 0 0 0 0 o a\ b.. ° ! }}, 44 20TCC; / 3 7 E f ymy�. FF46.00 THE DUTCH TOUCH CAR WASH FF45.65 yb°`Y,�: G�{ 0 OOP 000 ll��� 5 (�O 5,197 Sq.Ft: -----�-- e� ARCH.EL 100 0" 1 �OQOO� ,.1t' .,5-• CIVIL EL.3646.00 , o FF .00 FF45.63 0 .:. . a 11J _ 1 �Ob° 8 :INV 4110 2 U I O 7 8 r� / sons WASH BAY DRYING ROOM 15 1 ,�O = , ,INV�44. ;2 o' ��\�, / �,/ "_INV.o44. 2 o I - f o 0 0 �0 I o . /o FF46.17 - FF46.17 o°Oy. SEOONDARY TOWER I /- s RIM 44.20 -" -,. ._1 .::.; T- N s-..-,.:> ,... .•_.... .,. _. // _ _a r�11.,. s INV.40.50 - 1. O ay. '$r CN e • <-• „ ,� U 4a• .<. -i 2 INV 42 95 / P w � < of 50._ 8• n u"i'. ,.6"SD "' 6"SO %n e._-�6'S6 �:d•.,;• P ".� .. „. 6. ,-,.' :... �,: 0.� - r+p `-so a / � �./ '�I 3 998 f /t �O� O r. NV 41 20 P � e NV. 42.0 r' o O �/ '^ 5 1::NV 42 55 / 0� 6 INV. 4190 z 7�€a -_ `Yos / / s 43.72TA SOEG ,o. . ' '4Y--- I landscape Buffr It ;� 7 GRATE 4a 40 8 Tea shaded re s INV. 41.40 / ay 44 52 iA N Sfit m LANDCAPING: . INV. 39 90E �� •35,landscape buffer on 1 1 'ngton(8 Trees 40 Bushes) I// ,1' berm FREESTANDING 6 PARKING SIGN Y(g I , 6 , • I ,,,.^ n. �_ '7� ', 2. ,4. "t,. �`- 'n� :� B :.,.I REVISIONS F a� I D sours+wEsr Lor DRY wEu „, 4a,",• ", _• .,;: , , rtdspa e buffer off of the. 8 E "� " I •` Q 1/zs zole 0 40'x 50'-2.5'DEEP ° / �.. ,� ��,• p PLANNING&ZONING COMMENTS "rnal roadwa > 3:' ..r - -. .. ,•:�w < ,: ENGINEERING CITY ENGMEERING COMMENTS � ar"w"]an dsca a ' addltlonal1,.608sfofl2� .. _;, GRATE 44.35 8 M1 -iy. ,O'-';".,; ;:'- , ,°..",. ..,•.:: ,,,t �, ;z .;,, ,,z, INV. 41.85 with 4 trees&17 bU c ;T.; r a.T , , 1 • z n 7 � E �UTILITY KEr)�NOTES: I�e EVS71NG FORE HYDRANT,RETAIN&PROTECT VVl E 4 T 2< Eh75RNG Y WATER METER I 9 RI 44.DD rl ( r ,G § r`� ��\ ' iLC ®EVS71NG PRESSURE IRRIGATION SERVICE I - N V.41 40 a ATE 42,78 7 Tr * �� �.B,tcc µ,80 ®EXISRNG 6'SEWER SERVICE 1 E 1 V. 39.90 :N INV.39.9 _ / �isTAu 2"Wanx SERVICE I SD SE INV. .40r� a,' W INV.4D.4 : _ -//: INSTALL CLEAN-Our PER DEE CLOY I .. INSTALL 6"SEWER LINE 1 _ CO NOT SCALE DRAWINGS ,,.Date - CONTRACTOR SHALL VERIFY ALL INSTALL 4'STORM DRAW LINE - _ CONDITIONS AND DIMENSIONS AT 0 ,." ❑ 3�1 sf r :? '. -' _':aQ.-. .^.; f, 1`,r -".J'.;.F >' ..,t. A , I k.•: :f \ ,'. 1 t ;"Y \ hl. B SITE AND NOTIFY THE I ` .': +: -_. ::•.:. -. -- - -.,.. - ,,: r ....✓ ✓r ✓ f :t. ✓' .�.� // O INSTALL 6"STORM RAIN LINE ENGINEER OF ANY DIMENSIONAL INSTALL 12"STORM RAIN LM'E 15 ERROR$.OMISSIONS,R DIS- I 4,- p�19. ....: ... • ... >j j/ ❑7 INSTALL 12"STRM RAIN PEV..PIPE REFABRICATIBEFORE G RNY WORK. 24' MN'7 `S' a rz8 6 • o� �8 CONSTRUCT INLET CATCH BASIN TYPE I.'PER ISPWC SO-601 - ?�� CONSTRUCT STANDARD CONCRETE CATCH MANHOLE.PER ISPWC &if I STAMP - - - - - - - - - - - - - - - - - - _. - - _ I 10 CONSTRUCT DRY-WELL PER OEE SHT.C1.01 gg101'IAL FAr .CORE EXISTING S1RM MANHOLE FOR NEW 12'STORM RAIN OVERF OW PIPE Q4'�C,ENc 0. EXISTING-DRY-WELL. - I ❑PROVIDE STTRMSWWAiER OVi�ERFLOW ar RISER mV MANHOLE 642H.m CUT RI TO 9 71 INSTALL STANDARD MANHOLE'TYPE A.PER COIF TFSD-501,FOR ITY FLOW 1 402 VEWHCAPON AND MONITORING 44.32TC 4.T.eetc 1\3 a APPROVED D. THISAULT . DESIGN D. THIBAULT DRAWN J. SKEEN DALE Landscape.Buffer I 8/10/2018 area shaded red - I - SCALE AS SHOWN DING.No. C 180-18 SITE I T z'w II. 1z"w iz"w- iz"w 1z"w 1z"w 1z'w 1z"w 1z"w T z'w Tz"w Tz"w iz"w T2"w Tz"w SHEET CITY OF TWIN FALLS Landscape Buffer 12014-012637 C1 .02 r - I I - area shaded red: o a J I I I I CODE SUMMARY A.APPLICABLE CODES: 1 BUILDING CODER TOMMYS EXPRESS P2018 A. 2009 ICC RNATIONAL BUILDING CODE WITH IDAHO STATE AMENDMENTS Gall B.20151NTERNATIONAL ENERGY CONSERVATION CODE WITH IDAHO STATE AMENDMENTS g C.2009 ICC A117.1-2009 ACCESSIVLE AND USABLE BUILDING AND FACILITIES d D.2015 INTERNATIONAL FIRE CODE �.*--_."-�' d 2. MECHANICAL CODES: A.20121NTERNATIONAL MECHANICAL CODE >u B,20171DAH0 STATE PLUMBING CODE A.ELECTRICAL NATIONAL ELECTRICAL CODE WITH IDAHO STATE AMENDMENTSWA / B, CONSTRUCTION TYPE 5B A. HAZARD OF CO S:ORDINARY HAZARDTOMMY CAR a /'� A� z C.OCCUPANCY:BUSINESS GROUP 8'-1CARWASH U . N G T O N D AREA&HEIGHT t.! SE CORNER OF CHANEY AND WASH ALLOWABLE AREA SQ FT W w l 2. ACTUAL AREA: 5,555 .FT. DRAWING INDEX � a A. FIRST FLOOR 1, FLIGHT DECK:(OCCUPIED): 274 SQ.FT. 2. EMPLOYEE TOILET: 52 SQ.FT. 5 c9 TWIN FALLS ID 83301 3 WASH BAY(UN-OCCUPIED): 23645Q FT O a — GENERAL 4. WASH EQUIPMENT(OCCUPIED): 679 SQ.FT. ' TD001 TITLE DRAWING 5. DRY BACKROOM(OCCUPIED): 360 SQ.FT. w 6. DRY AREA(UN-OCCUPIED): 684 SQ.FT, g 7. STORAGE: 554SQ.T. �\ o 8. CUSTOMER TOILET: 55 SQ.FT. MC a STRUCTURAL S001 GENERAL NOTES,DESIGN CRITERIA,&SCHEDULES B. 1. OWNOND FLOOR 1. OWNER OFFICE: 109 SQ.FT. 5101 FOUNDATION PLAN 2. OPEN AREA 176 SQ. 3. CLOSET: 39 SQ.FT. S102 FLOOR SLAB PLAN 4. EQUIPMENT PLATFORM(DRY BACKROOM) 239 SQ.FT. S301 CONCRETE DETAILS 5. EQUIPMENT PLATFORM(STORAGE) 135 SQ.FT. S302 CONCRETE DETAILS O 3. ALLOWABLE HEIGHT: 2 STORIES 40'-0'ABOVE GRADE PLANE A. S303 INTERIOR CONCRETE DETAILS 4. SEPARATION&PROTECTION: NONE REQUIRED a ARCHITECTURAL 5. OCCUPANT LOAD4i���IMUM ULATIONS ONLY(BASED ONCONTROLS: TUAL EMPLOYEE COUNT FORA101 FIRST FLOOR PLAN AND CODE COMPLIANCE PLAN (LIGHTSWITCH,HVAC TOMATED CARWASH ISA MAXIMUM '^ A102 MEZZANINE FLOOR PLAN AND CODE COMPLIANCE PLAN CONTROL,FIRE ALARM PULL OF 4. V I 1 _ STATION,CARD READER,B.F. A.STORAGE: 11300 SF GROSS A111 FIRST FLOOR REFLECTED CEILING PLAN DOOR OPENER,ETC.) B, BUSINESS: 11100 SF GROSS A121 ROOF PLAN 6. EGRESS REQUIREMENTS O A201 EXTERIOR ELEVATIONS RECEPTACLE A. EGRESS WIDTHS-0.2"PER PERSON(LEVEL OR RAMPED) � ~ SENSORS: B. 2D0'MAXIMUM TRAVEL DISTANCE C, „- A301 BUILDING AND WALL SECTIONS (TEMPERATURE,CO2, O 20'DEAD-END MAXIMUM TRAVEL IN CORRIDOR. N X D.75'MAXIMUM COMMON PATH OF TRAVEL } /\ Q A302 BUILDING AND WALL SECTIONS _ _g E. EXITS: (n W _ o v (1)1 EXIT REQUIRED BECAUSE OCCUPANT LOAD IS<49 AND OL�30 AND Z — A303 BUILDING AND WALL SECTIONS ? COMMON PATH OF EGRESS TRAVEL IS 100'-0'OR LESS. _ A304 BUILDING AND WALL SECTIONS (2)DISCHARGE:ALL EXITS SHALLTERMINATE AT A PUBLIC WAY ORAN Q w A305 BUILDING AND WALL SECTIONS WALL DEVICES EXTERIOR EXIT DISCHARGE. Zo F. DOORS: ¢ —S A401 ENLARGED FLOOR PLANS 1)MINIMUM CLEAR WIDTH SHALL BE 32" U� _ 0 L` '1--'' (2)SIDE HINGED Q LL O J , A501 INTERIOR ELEVATIONS (3)SWING INDIRECTION OF TRAVEL WHERE OCCUPANT LOAD IS>50, V O— SELF-CLOSING OR AUTOMATIC-CLOSING IN FIRE BARRIERS AND LU 4 SE } A601 DOOR AND WINDOW SCHEDULES -C � HORIZONTAL EXITS. � � MISCELLANEOUS DEVICES 01 ' PLUMBING 1i4„ I'D„ INTERIOR FINISH: 0 O A.EXITS-CLASS A. O ` w r P001 GENERAL PLUMBING INFORMATION B,ALL X OTHER-CLASSA,B,OR C. F— r P1 OO PLUMBING BELOW GRADE PLAN C.INTERIOR WALL&CEILING FINISH IF LESS THAN 10%OF AGGREGATE WALL& CEILING AREAS OF ANY ROOM MAY BE CLASS C. �W4SWS P101 FIRST FLOOR PLUMBING PLAN 8. ILLUMINUATION&ALARM SYSTEMS:P201 ENLARGED PLUMBING PLANS A. ILLUMINATION OF MEANS OF EGRESS 'CLEAR (1)REQUIRED FOR CORRIDORS&PASSAGEWAYS LEADING TO AN EXIT-SEE CA P301 PLUMBING SCHEMATICS AND DETAILS 60'CLEAR(IPC) ELECTRICAL DRAWINGS FOR LAYOUT 59'CLEAR(ANSI A117) (2)CONTINUOUS ILLUMINATION DURING OCCUPANCY(MIN.ONE FOOTCANDLE QUOTE:15334 SITE LOCATION MAP TOILET AT FLOOR LEVEL VERSION NUMBER:04 MECHANICAL PARTITION B. EMERGENCY LIGHTING ---_.-_ --- OR WALL 3'-3'TO T-5" _— a -- M001 GENERAL MECHANICAL INFORMATION 3� )REQUIRED SHOPS, CORRIDORS,INTERIOR AND OTHER INTERIOR OR WINDOWLESSSPACES (MIN) AREAS,SHOPS,LABORATORIES,AND OTHER NORMALLY OCCUPIED SPACES �OwAm n, N MH101 OVERALL FIRST FLOOR HVAC PLAN ¢ 3'-V MIN 12" EXCEPT ADMINISTRATIVE AREAS,MECHANICAL ROOMS,AND STORAGE LICENSED MH2O1 ENLARGED HVAC PLANS 12' Mi AREAS. ARCHITECT N I (2)DURATION OF 1-112 HOURS WITH INITIAL ILLUMINATION AVERAGE OF ONE AR" 7� MH601 MECHANICAL SCHEDULES ° FOOTCANDLE. 0 Fawn .of 1Cc -� (3)SEE ELECTRICAL DRAWINGS FOR LAYOUT C.EXIT SIGNS ELECTRICAL G w n v E001 ELECTRICAL NOTES AND ABBREVIATIONS ;? (1)REQUIRED FOR EXITS AND EXIT ACCESS MEANS-SEE ELECTRICAL �" DRAWINGS FOR LAYOUT. cnM mw �y �'?. EP101 FIRST FLOOR POWER PLAN R �' F- (2)SIGNS SHALL BE CONTINUOUSLY ILLUMINATED DURING OCCUPANCY AND ALSO BY EMERGENCY LIGHTING FACILITIES PROPOSED SITE EP102 SECOND FLOOR POWER PLAN Canyon(LOCATION EL101 LIGHTING PLANS < NDTE: - - Hip Scnooi V E501 ELECTRICAL ONE-LINE DIAGRAMS&PANEL SCHEDULES WATER CLOSET STALL COORDINATE GRAB BAR WATER CLOSET STALL 1 - FRONT ELEVATION HEIGHT WI TOILET TANK SIDE ELEVATION E502 ELECTRICAL DETAILS nmBaa annaseefedanderenedmadianal Herrett Center e EQ101 UNDERGROUND CONDUIT PLAN USE: «erthenmarmatandiere�Nadfromsomanne �. STRAIGHT GRAB BAR:36"HORIZONTAL REAR WALL otnerm mma you m stoontacrel identified in ( ) me comment,you must aonma me sealing EQ102 EQUIPMENT CONNECTION PLAN STRAIGHTGRABBAR:42(HORIZONTALSIDEWALL) Prete:aioafmwrumgaanaamamnabahe h Seemess AsnQ EQ103 EQUIPMENT SCHEDULE STRAIGHT GRAB BAR:18'(VERTICAL SIDE WALL) the deal and LTature nd professshall not he liablefor w� C� the Sebility signature shall thnath liable for " L so 0rnidann EQ104 TOMMY POS DETAILS TANK TYPE WATER CLOSET enyentid of any digiwim uwnaretbe e o p eumeneuly of any digital electronic aea or 114"=1'-0' signature has not bcen validaad in[his manner. - -— _- - -- - ISSUANCES TYPICAL DRAWING SET SYMBOLOGY LATC„SIDE CLEARANCE Permits and Constritcticn MIN.PULL SIDE & - 12"MIN.PUSH SIDE,18' 10r0312018 TITLE SYMBOLS LOCATION SYMBOLS TAG SYMBOLS NOTE: "MAX,18 REVISIONS NORTH ARROW AND PLAN TITLE CALLOUT REFERENCE INTERIOR ELEVATION REFERENCE ROOM TAG WALL TAG REFER TO DOOR TYPES( NO, DATE DESCRIPTION 1�Ref DETAIL NUMBER ROOM NAME SCHEDULE FOR DOOR GLAZING 8'MAX.PROJECTING SIGN -—INDICATES PLAN NORTH 1 DETAIL NUMBER ROOM S1A WALL TYPE o SIZES AND RATING 1'8"MIN z 1'- MIN CLEAR 101 ROOM NUMBER DOOR TAG REQUIREMENTS AREA IN FRONT OF SI N wg �i FIRST FLOOR PLAN A101 DRAWING WHERE DRAWN , A101 1 150 SF AREA X555X MARK DRAWING WHERE DRAWN NOTE:INBULATE ANY 1'-3'�(MN" NEW COLUMN BUBBLE AND LINE RESTROOM ACCESSORIES TAG EXPOSED PIPING MIN 1'3'MIN FILE NUMBER 81310056 ( BOTTLE FILLER DRAWING SCALE ¢ l'-3'MIN ,MAX rear PROJECT MANAGER S.MARKS ELEVATION MARK ,/ au 11 Al MARK _ _ ~g SECTION I ELEVATION I DETAIL TITLE FLOOR LEVEL h `J U (MIN) w 3 a 1EM you z PROFESSIONAL SDW WINDOW TAG � � �i z w 'W � 4 DRAWN BY GBC DETAIL NUMBER EXISTING COLUMN BUBBLE AND LINE w BUILDING SECTION CUT a DETAIL SPOT ELEVATION INDICATOR (��) MARK o U§ ;o CHECKED BY SOW _ w` A101A 1112"=1'0" q A 100'--0"1, # CEILING TAG MIN a '(MIN) 25 Lo d ` w L �r BULKHEAD fn le rn 4 y "MIN=? M a a I e § PRIMARY DRAWING WHERE CUT A101 A101 MATCHLINE m w n DRAWING SCALE _ — — — — — _ 8'-0'—HEIGHTAFF WALL SECTION CUT KEYNOTE TAG LAVATORY LAVATORYN LAVATORY DRINKING FOUNTAIN 11"MIN 6'( ELECTRIC WATER `�SOLID&SMOOTH LOWER SURFACE REVISION SYMBOLS 12 3456.01, _� �� 11'(MIN COOLER �w REVISION NUMBER(MAY A701 PLAN I ELEVATION TAG $ NOT MATCH BULLETIN#) f--0 TITLE DRAWING R� , w --N—Lk DETAIL CUT DOORWAY FEATURES CLOUDED AREA OF REVISION RBI DEMOLITION TAG PLUMBING FIXTURES o� 1 � � 1l4"=1'0„ 1l4"=1'-0" T D O 01 I J I GENERAL NOTES REINFORCED CONCRETE CONCRETE MATERIALS SCHEDULE STRUCTURAL DESIGN CRITERIA GNA THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS AND MATERIALS RC.1 CONCRETE SHALL HAVE THE UNIT WEIGHT AND THE MINIMUM COMPRESSIVE STRUCTURAL ELEMENT COMPRESSIVE STRENGTH INDICATED ON THE DRAWINGS AND FOR THE LIVE LOADS INDICATED IN THE STRENGTHS(To)AT 28 DAYS AS SHOWN ON THE CONCRETE MATERIALS AT 28 DAYS,Pc(psi) I. ALL DESIGNS SHALL CONFORM TO THE PROVISIONS DESIGN CRITERIA.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE SCHEDULE.THE CONTRACTOR SHALL SUBMIT MIX DESIGNS WITH FOOTINGS 4500 THE INTERNATIONAL BUILDING CODE,2015 EDITION WITH ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND SUBSTANTIATING STRENGTH TEST DATA FOR REVIEW FOR EACH MIX DESIGN IDAHO STATE AMENDMENTS. CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING,BRACING,SHEETING USED PER SPECIFICATION REQUIREMENTS PRIOR TO CONCRETE PLACEMENT. GRADE BEAMS,BASEMENT WALLS,WALL PIERS 4500 '�d AND SHORING,ETC. 2. ROOF&ME a A RC.2 ENTRAIN AIR ACCORDING TO THE SPECIFICATIONS FOR CONCRETE EXPOSED TO INTERIOR SLAB-ON-GRADE 4008 ROOF 8ME2ZANINES BY TOMMY BUILDING VENDOR � GN.2 COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL,MECHANICAL, FREEZING TEMPERATURES(EXTERIOR FOUNDATIONS,SLAB TURNDOWNS, z ELECTRICAL,PLUMBING,AND CIVIL DRAWINGS. EXTERIOR SLABS AND SLABS-ON-GRADE,AND EXTERIOR RETAINING WALLS.) EXTERIOR SIDEWALKS AND CURBS 4500 3 ROLIOOVE FOAO 20 PSF A. GN.3 VERIFY AND COORDINATE PRIOR TO FABRICATION ALL ROOF OPENING SIZES RC.3 NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. ALL OTHER CONCRETE 4000 (OR SNOW AS NOTED BELOW) pia/ AND LOCATIONS,EQUIPMENT PAD SIZES AND LOCATIONS,ANCHOR BOLT , LAYOUTS,ETC WITH EQUIPMENT SELECTED.THE CONTRACTOR SHALL MAKE ANY RCA MIXING,TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO 4, SNOW LOAD REQUIRED MODIFICATIONS AT NO ADDITIONAL COST. ACI-301,LATEST EDITION. '` GROUND SNOW LOAD, 15 PSF �� 1.SEE SPECIFICATIONS FOR ADDITIONAL MIX DESIGN REQUIREMENTS. SNOW LOAD IMPORTANCE FACTOR 1.0 1.0 GNA REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING RC.5 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI-318, SNOW EXPOSURE FACTOR,Ca MAIN PAY LANE � Ij DRAWINGS FOR SLEEVES,CURBS,INSERTS OR OPENINGS,ETC,NOT HEREIN 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE',AND CONTRACT MA A i INDICATED. SPECIFICATIONS.WHEN THERE IS A CONFLICT BETWEEN ACI AND U , n SPECIFICATIONS,THE MORE STRINGENT SHALL GOVERN. MINIMUM CONCRETE COVER SCHEDULE SNOWMINIMUM FLAT ROOF SNOOR,W, Ct 1BGILDING CANOPY 7.6P GN.5 FOR SECTIONS AND DETAILS NOT EXPLICITLY INDICATED ON THE DRAWINGS, MINIMUM FLAT ROOF SNOW,Pf 15.5 PSF 17.6 PSF USE TYPICAL DETAILS PROVIDED FOR CONDITIONS THAT ARE SIMILAR, RCS CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH OTHERWISE BRING TO THE ATTENTION OF THE ENGINEER-OF RECORD FOR 3/4'x 45 DEGREE CHAMFER,UNLESS NOTED OTHERWISE. LOCATION CLEAR COVER 5. WIND LOAD a CLARIFICATION. BASIC WIND SPEED 115 MPH RC.7 CONCRETE REINFORCEMENT BARS SHALL BE DEFORMED AND CONFORM TO CONCRETE PLACED AGAINST EARTH 3" WIND LOAD RISK CATEGORY II GN.6 ANY ALTERATION TO A STRUCTURAL ITEM OR MEMBER SHALL BE APPROVED BY ASTM A615,GRADE 60,REINFORCING BARS SHALL NOT BE TACK WELDED, INTERNAL PRESSURE COEFFICIENT H-0.18 THE ENGINEER OF RECORD. WELDED,HEATED OR CUT,UNLESS INDICATED ON THE CONTRACT DOCUMENTS. CONCRETE PLACED IN #5 BARS AND SMALLER 1112" WIND EXPOSURE FACTOR C O ALL LAPS SHALL BE TENSION SPLICES UNLESS NOTED OTHERWISE. FORMS BUT EXPOSED a GN.7 ALL COLUMNS,FOOTINGS,AND PIERS ARE CENTERED ON GRID LINES UNLESS fi. SEISMIC LOAD uWZi DIMENSIONED OTHERWISE. RC.B HORIZONTAL WALL REINFORCEMENT SHALL BE ER BARS OF EQUIVALENT SHALL HAVE TO WEATHER OR EARTH #8 BARS AND LARGER 2' OCCUPANCY CATEGORY II 90 DEGREE BENDS AND EXTENSIONS,OR CORNER BARS OF EQUIVALENT SIZE SEISMIC IMPORTANCE FACTOR 1.0 COLUMNS,PIERS 11/2' SITE CLASS D GN.B TYPICAL DETAILS ARE NOTED AS SUCH AND SHALL APPLY AT ALL RELATED LAPPED WITH A TENSION SPLICE AT CORNERS AND INTERSECTIONS,UNLESS Sds 0,224 a m CONDITIONS UNLESS NOTED OTHERWISE. NOTED OTHERWISE. SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH 31/" Sd1 0,130 _ GN.9 PROVIDE SLEEVES FOR PLUMBING PENETRATIONS THROUGH CAST-IN-PLACE RC.9 SLABS-ON-GRADE SHALL HAVE CONSTRUCTION JOINTS OR CRACK CONTROL SEISMIC DESIGN CATEGORY B CONCRETE WALLS,TYPICAL,COORDINATE WITH PLUMBING DRAWINGS FOR SIZE JOINTS AS SHOWN ON THE DRAWINGS.CONSTRUCTION JOINTS CAN BE USED AT N4IES: ANALYSIS PROCEDURE EQUIVALENT AND LOCATIONS.CORE DRILLING IS ALLOWED FOR OPENINGS 4"OR LESS IN CONTROL JOINT LOCATIONS AT CONTRACTORS OPTION.SEE PLANS AND JOINT 1.MINIMUM CONCRETE COVER APPLIES TO OUTER-MOST LAYER OF REINFORCING BARS. LATERAL FORCE M DIAMETER ONLY.SEE TYPICAL WALL OPENING DETAIL FOR SUPPLEMENTAL DETAILS FOR ADDITIONAL REQUIREMENTS. 2.SPECIFIC DIMENSIONS FOR BAR PLACEMENT SHOWN IN SECTIONS AND DETAILS SHALL V�/ 7. REINFORCING REQUIRED AT PENETRATIONS. SUPERSEDE MINIMUM SCHEDULED REQUIREMENTS. FOUNDATION I SOIL aCa� RC.10 SLABS-ON-GRADE SHALL MEET THE FLOOR FLATNESS 8 LEVELNESS CRITERIA 3.PROVIDE ACCESSORIES AS REQUIRED TO PROPERLY SUPPORT REINFORCING AND WELDED ALLOWABLE SOIL BEARING 1500 PSF O OUTLINED IN THE SPECIFICATIONS,VALUES SHALL BE VERIFIED BY A CERTIFIED WIRE FABRIC TO MAINTAIN CONCRETE PROTECTION SPECIFIED. PER OEOTEC INVESTIGATION TESTING AGENCY PER ASTM E1155 AFTER WORK IS COMPLETE.ELEVATED BY EHM ENGINNEER,EER,INC A JOB STRUCTURAL SLABS TO MEET THE FLOOR FLATNESS CRITERIA ONLY. ATED6/ SPECIAL INSPECTION REQUIREMENTS ER 18018 DATED M19/2018 a RC.11 ALL WELDED WIRE FABRIC SHALL CONFORM TO THE STANDARDS OF ASTM MINIMUM LAP SPLICES SCHEDULE OF MINIMUM DEPTH FOR FROST PROTECTION-24INCHES A-185,SUPPLY IN FLAT SHEETS. U) SPA IN ACCORDANCE WITH UFTHEINRAL TERING ARIONALB BUILDIED NG SHALL BE REINFORCING BARS IN TENSION(INCHES) cn LATEST IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, RC.12 ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AND INSPECTIONS.N,AND THE CASE NATIONAL PRACTICE GUIDELINE FOR SPECIAL TIED SECURELY. Pc 4000_ psi f'c-4500 psi i ABBREVIATIONS L I J - - RC.13 ALL CONCRETE REINFORCEMENT SHALL BE DETAILED,FABRICATED,LABELED, CONIC CONIC �/ SP.2 THE PROGRAM OF SPECIAL INSPECTIONS AND TESTING IS A QUALITY ASSURANCE SUPPORTED,AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE BAR CVR 31V 1' 1 1/2' 2' BAR CVR 314" 1' 1112' 2" w O PROGRAM INTENDED TO ENSURE THAT THE WORK IS PERFORMED IN WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION SIZE SIZE AS ANCHOR BOLT MIN MINIMUM r ACCORDANCE WITH THE CONTRACT DOCUMENTS,TO INFORM THE CONTRACTOR OF THE'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE',ACI 318, lJJ OF THE OWNER'S QUALITY ASSURANCE PROGRAM AND THE EXTENT OF THE AFF ABOVE FINISHED FLOOR MISC MISCELLANEOUS Z AND THE"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED #3 16 18 i6 16 #3 i6 18 i6 18 I-_ _ CONTRACTOR'S RESPONSIBILITIES. CONCRETE STRUCTURES", ARCH ARCHITECT, ACI 315,LATEST EDITION. #4 19 16 16 18 #4 18 16 16 18 ARCHITECTURAL NIC NOT IN CONTRACT � SP.3 THE OWNER SHALL ENGAGE AND PAY FOR THE SERVICES OF THE SPECIAL LU INSPECTOR,AGENT OF THE SPECIAL INSPECTOR,AND TESTING LABORATORY. RC.14 SHOP DRAWINGS SHOWING REINFORCING DETAILS,INCLUDING STEEL SIZES, #5 28 22 19 19 #5 26 21 18 18 BFE BOTTOM OF FOOTING OC ON CENTER = Z SPACING AND PLACEMENT,SHALL BE SUBMITTED FOR REVIEW PRIOR TO ELEVATION OPP OPPOSITE U 4 SPA THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY RETESTING FABRICATION. #6 37 31 22 22 #6 36 29 21 21 BLDG BUILDING Q OR REINSPECTION OF WORK WHICH FAILS TO COMPLY WITH THE REQUIREMENTS PL PLATE OF THE CONTRACT DOCUMENTS. RC.15 ADDITIONAL BARS SHALL BE PROVIDED AROUND ALL FLOOR AND WALL 07 60 50 37 33 #7 57 47 35 31 BSE BOTTOM OF STEEL PSI POUNDS PER SQUARE INCH OPENINGS PER TYPICAL DETAILS U m ELEVATION SP.5 THE CONTRACTOR SHALL COOPERATE LMTH THE SPECIAL INSPECTOR AND HIS #8 74 82 47 37 #8 70 59 44 35 PT POINT U �LD AGENTS SO THAT THE SPECIAL INSPECTIONS AND TESTING MAY BE PERFORMED RC.16 SEE ARCHITECTURAL DRAWINGS OR SPECIFICATIONS FOR TYPE AND LOCATION WITHOUT HINDRANCE. OF ALL FLOOR FINISHES. #9 90 76 57 46 #9 85 71 54 44 CONTROL JOINT OTY QUANTITY r w�{ CL CENTERLINE z a SP.6 THE CONTRACTOR SHALL REVIEW THE STATEMENT OF SPECIAL INSPECTIONS RC.17 THE CONTRACTOR SHALL COORDINATE ADDITIONAL WALL AND SLAB OPENINGS #10 108 92 70 57 #10 102 86 66 54 COL COLUMN RAD RADIUS O Z AND BE RESPONSIBLE FOR COORDINATING AND SCHEDULING INSPECTIONS AND NOT SHOWN ON STRUCTURAL DRAWINGS.SEE MECHANICAL,ELECTRICAL,AND CONIC CONCRETE 0 Lyg TESTS.THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR OR TESTING PLUMBING DRAWINGS. RED REQUIRED,REQUIREMENT U LABORATORY AT LEAST 24 HOURS IN ADVANCE OF A REQUIRED INSPECTION OR NOTES: CONST CONSTRUCTION REV REVISE,REVISION TEST,UNINSPECTED WORK THAT REQUIRED INSPECTION MAY BE REJECTED RC.18 THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT SIZES AND ANCHOR BOLTS 1.SCHEDULE IS FOR TYPICAL SPLICE LENGTHS FOR VERTICAL OR HORIZONTAL REINFORCEMENT. CONT CONTINUOUS; -) SOLELY ON THAT BASIS. WITH EQUIPMENT SELECTED. REINFORCEMENT WHICH IS PLACED ABOVE 12'OR MORE OF FRESH CONCRETE IS CONSIDERED CONTINUATION SIM SIMILAR 'TOP'BARS AND THE SCHEDULE VALUES ARE MULTIPLIED BY 1.3. COORD COORDINATE SP.7 THE CONTRACTOR SHALL PROVIDE INCIDENTAL LABOR AND FACILITIES TO RC.19 FOR ALL WALLS AND PIERS,PROVIDE DOWELS INTO FOOTING AT EACH VERTICAL 2.ALL SPLICES SHALL BE WIRED IN CONTACT.HORIZONTAL BARS TO BE STACKED VERTICAL UNLESS SL SNOW LOAD CTJ CONSTRUCTION JOINT PROVIDE ACCESS TO THE WORK TO BE INSPECTED OR TESTED,TO OBTAIN AND REINFORCEMENT BAR.UNLESS NOTED OTHERWISE,DOWEL SIZE SHALL BE NOTED OTHERWISE. SPEC SPECIFICATION HANDLE SAMPLES AT THE SITE OR AT SOURCE OF PRODUCTS TO BE TESTED,TO SAME AS VERTICAL REINFORCEMENT. 3.ALL SPLICES ARE TENSION SPLICES WITH LENGTHS PER SCHEDULE UNLESS NOTED OTHERWISE. CTR CENTER SS STAINLESS STEEL CAR 1��4$1'1$YST�$ FACILITATE TESTS AND INSPECTIONS,STORAGE AND CURING OF TEST SAMPLES. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS QUOTE:15334 CIA DIAMETER RC.20 ALL REINFORCING INDICATED TO BE WELDED SHALL BE IN ACCORDANCE WITH SCHEDULED. T8B TOP AND BOTTOM VERSION NUMBER:04 SP.8 THE CONTRACTOR SHALL KEEP AT THE PROJECT SITE THE LATEST SET OF ASTM A706.'LOW ALLOY STEEL DEFORMED BARS FOR CONCRETE 4.SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS. DL DEAD LOAD TCE TOP OF CONCRETE CONSTRUCTION DRAWINGS,FIELD SKETCHES,APPROVED SHOP DRAWINGS,AND REINFORCEMENT". 5.CLEAR COVER APPLIES TO BAR BEING LAPPED,NOT NECESSARILY MINIMUM COVER AS SHOWN IN DWG DRAWING ELEVATION SPECIFICATIONS FOR USE BY THE INSPECTORS AND CONCRETE COVER SCHEDULE. TESTING TECHNICIANS, RC.21 PROVIDE CONCRETE POUR STOPS OR FORM EDGES AS REQUIRED FOR 6.STRAIGHT DEVELOPMENT LENGTH OF AN UNLAPPED BAR IS EQUAL TO VALUE FROM SCHEDULE EACH TFE TOP OF FOOTING INSTALLATION OF ALL CONCRETE WORK. DIVIDED BY 1.3 EA ELEVATION LONAL EN SP.9 THE SPECIAL INSPECTION PROGRAM SHALL IN NO WAY RELIEVE THE 7.SCHEDULE ASSUMES CONCRETE IS NORMAL WEIGHT WITH YIELD STRENGTH OF REINFORCEMENT, EF EACH FACE TLE TOP OF LEDGE ELEVATION CONTRACTOR OF HIS OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH RC.22 PROVIDE ADDITIONAL(2)#4 x T-O"REINFORCING BARS IN SLAB-ON-GRADE AT ALL ty,EQUAL TO 60 KSI.FOR LIGHT WEIGHT CONCRETE,MULTIPLY THE SCHEDULED VALUES BY 1.3. EJ EXPANSION JOINT TPE TOP OF PIER ELEVATION THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR FROM RE-ENTRANT CORNERS.PLACE BARS AT MID-DEPTH OF SLAB WITH A 8.CENTER TO CENTER SPACING OF BARS IS ASSUMED TO BE GREATER THAN TWICE THE CONCRETE EQ EQUAL TSE TOP OF STEEL ELEVATION Q IMPLEMENTING AN EFFECTIVE QUALITY CONTROL PROGRAM.ALL WORK THAT IS CLEARANCE OF T FROM CORNER UNLESS NOTED OTHERWISE. COVER PLUS ONE BAR DIAMETER. TO BE SUBJECTED TO SPECIAL INSPECTIONS SHALL FIRST BE REVIEWED BY THE 9.THE TRANSVERSE REINFORCEMENT INDEX Ktr IS ASSUMED TO BE ZERO. EW EACH WAY TWE TOP OF WALL ELEVATION 1SOO7 >< CONTRACTOR'S QUALITY CONTROL PERSONNEL. RC.23 PROVIDE SMOOTH DOWELS BETWEEN INTERIOR AND EXTERIOR CONCRETE 10.FOR EPDXY-COATED BARS WITH COVER LESS THAN 3x BAR DIAMETER OR CLEAR SPACING LESS EXP EXPANSION Typ TYPICAL FLOOR SLABS UNLESS NOTED OTHERWISE, THAN 6x BAR DIAMETER MULTIPLY THE SCHEDULED VALUES BY 1.5.FOR ALL OTHER EPDXY- SP.10 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SITE COATED BARS MULTIPLY THE SCHEDULED VALUES BY 1.2. FDN FOUNDATION UNO UNLESS NOTED SAFETY. RC.24 PROVIDE FORMED 3r4"DEEP V-TYPE VERTICAL CONTROL JOINTS IN ALL FFE FINISHED FLOOR OTHERWISE yPR JAMES CONCRETE WALLS BOTH SIDES FULL HEIGHT,IN ADDITION,PROVIDE V-TYPE ELEVATION THATEXTENROL ABOVET AT THE TOP OF INTERIOR ANDS AND CONCRETE WALLS HOOK DEVELOPMENT LENGTH SCHEDULE(INCHES) FVG FIELLDING VERIFY VERT VERTICAL THAT EXTEND ABOVE GRADE OR FINISH FLOORS AND ARE VISIBLE TO VIEW PER TYPICAL DETAIL UNLESS NOTED OTHERWISE.JOINTS SHALL BE PLUMB AND W1 WITH TRUE. HORIZ HORIZONTAL FOUNDATION N BAR SIZE f'c 4000 P51 Pc 4500 PSI EDGE OF CONCRETE W. NIND LOAD 0 this aaumem Heealed ana signed inadigital HP HIGH POINT WPT WORKING POINT or electronic format and is receives Mom someone #3 8 fi EHOOK ENSIGN HSS HOLLOW STEEL SECTION WWF WELDED WIRE FABRIC ofner man me sealing professional identined in FNA SEE THE DESIGN CRITERIA FOR GEOTECHNICAL INFORMATION FOR THIS me dowmad,you must wined me sealing PROJECT. CONCRETE MASONRY 7 6 PER ACI 318 professional in who g,trvalldate authenticity of ecame FN.2 PRIOR TO THE PLACEMENT OF CONCRETE FOR THE BUILDING FOUNDATIONS, U. LIVE LOAD the said andsmnt Tnatureandshallnionalablefor 'y^ THE CONTRACTOR SHALL EMPLOY THE SERVICES OFACERTIFIED TESTING CM.1 THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MASONRY(Pm)ON THE #5 8 8 LLN LONG LEG,HORIZONTAL the said signature and shall here tth liable for HOOK DEVELOPMENT LLV LONG LEG,VERTICAL thenfica ofassociated any 1 mo it wnare the g AGENCY TO VERIFY THE SOIL REQUIREMENTS OUTLINED IN THE PLANS, NET AREA SHALL BE A MINIMUM OF 1500 PSI UNLESS NOTED OTHERWISE. NOTES: LENGTH,Ldh eghature h many dlen v l aledronm seal or SPECIFICATIONS,AND GEOTECHNICAL REPORT.VALUES THAT DO NOT MEET OR #6 10 9 LP LOW POINT signature has not Dean veliaaletl in this manner. EXCEED THOSE INDICATED SHALL IMMEDIATELY BE BROUGHT TO THE CM.2 PROVIDE 2-#5 BARS CONTINUOUS IN ALL BOND BEAMS,UNLESS OTHERWISE 1.HOOK DEVELOPMENT LENGTH ALSO APPLIES FOR 180 ATTENTION OF THE ENGINEER OF RECORD FOR RESOLUTION. INDICATED IN THE DRAWINGS. #7 1 12 11 DEGREE HOOKED BARS. 2.SIDE COVER IS ASSUMED TO BE GREATER THAN 21/2'.IF THIS ISSUANCES FN.3 EXCAVATIONS FOR FOUNDATIONS SHALL HAVE THE SIDES AND BOTTOMS CM.3 MASONRY CELLS THAT REQUIRECRITERIA IS NOT MET,MULTIPLY SCHEDULED VALUES BY 1.4.VERTICAL REINFORCING BARS AS INDICATED ON #8 13 13 3.COVER BEYOND HOOK IS ASSUMED TO BE GREATER THAN 2'. Permits and Construction LINED WITH 6 MIL POLYETHYLENE If PLACEMENT OF CONCRETE THE CONTRACT DRAWINGS SHALL BE PLACED IN CENTERS OF BLOCK CELLS 4.SCHEDULE ASSUMES CONCRETE IS NORMAL WEIGHT WITH DOES NOT OCCUR WITHIN 24 HRS OF THE EXCAVATION OF THE FOOTING. UNLESS NOTED OTHERWISE. #9 15 14 1013I2018 YIELD STRENGTH OF REINFORCEMENT,fy EQUAL TO 60 KSI. `2 FICA FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION WHICH DIFFER FROM CMA PROVIDE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT 18"OC MAX OR #10 17 16 FOR LIGHT WEIGHT CONCRETE,MULTIPLY THE SCHEDULE THOSE DESCRIBED IN THE GEOTECHNICAL REPORT SHALL BE REPORTED TO THE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. VALUES BY 13. REVISIONS au, GENERAL CONTRACTOR BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. NO. DATE DESCRIPTION CM.5 GROUT FOR MASONRY SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM `o FN.5 NO FOUNDATIONS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.GROUT SHALL CONFORM TO w$� CONTAINING FREE WATER,FROST,ICE,OR LOOSE MATERIAL. ASTM C476,GROUT LIFTS SHALL NOT EXCEED LIMITS SET FORTH BY ACI 530, LATEST EDITION.CONSOLIDATE GROUT POURS EXCEEDING 12"IN HEIGHT BY S FN.6 SLAB-OWGRADE,TRENCH BOTTOMS AND OTHER SOIL SUPPORTED INTERIOR MECHANICAL VIBRATION AND RECONSOLIDATE BY MECHANICAL VIBRATION HORIZONTAL SURFACES SHALL BE PLACED OVER A GRANULAR SUBBASE; AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. FOUNDATION LEGEND MINIMUM THICKNESS OF 6"OR AS OUTLINED IN THE GEOTECHNICAL REPORT. FILE NUMBER 81310058 AGGREGATE SUBBASE SHALL BE SMOOTH AND LEVEL,TO WITHIN 114'BELOW OF CM.6 FILL ALL BOND BEAMS WITH GROUT,FILL ALL CELLS CONTAINING VERTICAL PROJECT MANAGER S.MARKS 5 DESIGN ELEVATION JUST PRIOR TO CONCRETE PLACEMENT,AND COMPACTED REINFORCEMENT WITH GROUT AND ALL OTHER CELLS NOTED ON THE PROFESSIONAL CMW PER THE GEOTECHNICAL REPORT OR A MIN Of 95%OF THE MAX DRY DENSITY CONTRACT DOCUMENTS. $ AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM D-1557),WHICHEVER IS FOOTING DRAWN BY MAK h STRICTER. CM.7 USE MORTAR TYPE S. CHECKED BY CJM PIER(WHERE INDICATED) a ^W FN.7 SEE PLUMBING,ELECTRICAL,AND CIVIL DRAWINGS FOR REQUIRED UNDERSLAB CM.8 CONCRETE MASONRY UNITS SHALL BE 2-CORE OR AS INDICATED ON THE - - > UTILITIES. ARCHITECTURAL DRAWINGS. r m COLUMN(BY OTHERS) FN.8 SEE ARCHITECTURAL DOCUMENTS FOR ALL WATERPROOFING DETAILSAND CM.9 ALL CELLS,OPEN CAVITIES,AND AIR SPACES BELOW GRADE OR FINISHED SLAB- MATERIALS AS REQUIRED. ON-GRADE SHALL BE GROUTED. GENERAL NOTES, i g FN.9 IF UNDERMINING OF FOOTINGS OCCURS,FILL VOIDS WITH 2500 PSI CONCRETE. CM.10 VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS. I DESIGN DO NOT ATTEMPT TO REPLACE AND RECOMPACT SOIL. I PIER TYPE P# CM.11 CONCRETE MASONRY REINFORCEMENT BARS SHALL BE DEFORMED AND L J SEE SCHEDULE S301 a CONFORM TO ASTM A615,GRADE 60.REINFORCING BARS SHALL NOT BE TACK _ - - - F# CRITERIA,& WELDED,WELDED,HEATED OR CUT,UNLESS INDICATED ON THE CONTRACT DOCUMENTS.ALL LAPS SHALL BE TENSION SPLICES UNLESS NOTED OTHERWISE. FOOTING TYPE SCHEDULES SEE SCHEDULE 5301 S D 0 I I I I J I I I I I TW V $ � z n, � `W 16 15 14 13 12 11 10 9 8 7 6 5 4 3.4 3 2 1 / 145'-0' a 5'-0" 10-0' 10'-0' 10'-0' 10'-0' 10'-0' 10-0" 1P-0' 10'-0' 10'-0" 10'-0' 10'-0" 6'-0' 4'-0' 10'-0" 10'-0" a `� all WPT �I z w I I I I I I I I I I I I I I 5 0^ 12 a z S302 TWE 100'-0' m A - _ .. - - _ - I�12TW" 100'-0' WALL dPENING 3 SIDES J SEE 01 i7 L 7 n"1E 99-4' g�\'�` 13 � as 5302 I L 5302 SIM P1 Pi TWE 99'-4" P1 5302 TYP Pi Pi Pt Pi P1 Pi P7 Pi b P1 r l� - - -�0 - - - - - � F4 r- - - 7 F4 L_ - - - - - L - - - - - L - - - - - L- - - - - - - -L - - - - -- - - - - - - — - - - - - - -- - - - - - - L - - - - - - - - -L J - - � N - - a 1 Y TWE 99'-4" _ _ _ - - - - r L —I— J T _ _ _ - - - T _ - - - - - T _ - - - - _ - - - - - T _ _ _ _ _ _ _ _ T _ - - - - - - _ T - 7 s 30z L _I_ J 4 -TWE 994 P ryPUj - - � B.3 -- - ------ - -------- -- ---- ---- --- - ---- a --- y A�ANaafi LU z CONEYORTRENCH 113-6" o 5'-0" I I TWE 99 0" --- -- _—__ --_ _—_--_ __-- --- -'-- - /� -- to I I _ _ o Uj zv - - - - - - -1 - -_--__--L___--- 1 -- - ---- ---------- -------_L_ L L I I f a co w - - - - - - - - - - - - - - - - - - _- _------ --_____ ----- --- --_ I W 4I •. ]1 I cq TWE 99-0"F1 I;'� I I _________________°'______'_ B.7 e _ __ ` 0- THE 994 W. . -. 1TWE100'-0" z eeL. rJJ -I F2 r - - F2 r - - F2 r - - F2 5303 r 'O POD C II I- - 1 I- -I 1 SLAB OUTLINE NE LLLiiiJJJ III JJJ r r J I ` TWE99'-4" -}------ { --------�_ _ j--------{-- ----- ---------- ------------- -- ----J-------------- r — T ------ 1 — — cARwasf+ssrEnas s I - ------ --- --------------1 ------------- -----� ----- ------------- }IIII Ps soz , r TWE1oo'-0' m QUOTE:15334 ao S302'P 4 I I " WPT PS P5 T O - - - - - - - ^ - - - - 3-per - - - - - - - - - - - - - - - - - - - - '- - - - - S-� - - - - 2 F4 I s 5 a' VERSION NUMBER:04 F2 8 T T - - - - - - - - - � ® B302 D - - - --_. - - - - I - - D D.5 N sIM 5302 I _ I I I I I .: - - - - - �STE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IM �r\ONALEyG�y 01 P5 J L - - J - L - - 5302 P5 PS ® TT\\ ® PS ® ® .9 5 r J I'. L 1 Q�0'c y�pENSFO RF9, F2 zv _ _ _ _ _ _ _ _ _.- SIM � T ���_4. I 5302 2' 8' WALL OPENING I - TWE 100'-0' -- TWE -4 SEE1FO FOOTING TFE 95'-9" STEP;OOOTING TWE99'-4" 5302 TMP �I fTgT�`OP�Pye B _ _ - SEE 8IS301 - - - - I/S 10" ITWE 100-0 5 `10' TWE 100'-0' T- •_ •..L P5 Op OF �4 5302 O�_ - JB yER JAMF-S 10' TWEIW-O' S302 10, - - 15 14.9 14 13 12 11 10 9 8 7 6 5 - g hie nrisrorotana radifiiomesogmaoore other than the sealing professional identified in the document,you mustcontact the sealing professional in wrong to validate authenticity of the document.The sealing professional declaims ALL EXTERIOR FOOTINGS: r r the...end agrut. and shall rot be liable for slotTFE98'-0' - I I I - - - F sutesee�ofany itaiorai�rom�sealor TYP ALL INTERIOR FOOTINGS: t has not been validated in this manner. TFE 98'.0" L _ _ -J PiB L _ _ J P78 ISSUANCES UNLESS NOTED OTHERWISE F4 F4 � I I ' Permits and Construction L - - - - - - - ,.. I 10/312018 W I I REVISIONS NO, DATE DESCRIPTION 3 I I L L _ _ J P1C FILE NUMBER 81310056 E I F4 Fq PROJECT MANAGER S.MARKS _ _ _ _ _ - I PROFESSIONAL CMW DRAWN BY MAX i8 yy T-8" CHECKED BY CJM � w� REFER TO CIVIL DRAWINGS FOR LOCATION ON SITE a� FOUNDATION PLAN-TRASH ENCLOSURE 3116'=1'-1 FOUNDATION FOUNDATION PLAN PLAN ''�316"- S 101 I I I J I I I I 1 TW V aj V � � 16 15 14 13 12 11 10 9 8 7 O6 O ( 4 ) 3.4 3 2 1 W �- I 12 i S302 I N � Js Js 1 I I I I I I I I I I I I a TYP 12 w S302 3 SIDES 13 W 12 OOOR SSTO�OP _ 7 5302 5302 "'ppE_2" 5 ' SEE`r SITE pI.AN �02 2 TYP �`` 20' 0" 5302 1 0.2.1' 5301 TOP OF CURB101'-6" N • A CTJ J DO R STOOP l' SEE 3/5301 '^ 7 SEE SITE PLAN \�- - �- - 1 100'-2 �/ 6 v�/s� 100'-2" 100'-z' ioo'-2" V TRENCH DRAIN 5 Ry - 5303 D 5302 TRENCH DRAIN �/ SEE SITE PLAN . 5301 � S, " `3 a p SEE PLUMBING PLAN a 0 0 h aJ w 100'.0.�\ uj B.3 S 99a vz cJ - — — - — - — - — - — - — - - - - — - — - — - — — - — - — - — — - - - - - — — — — — — - — - CJ 103 W i-- - - -- - - . CD HaCD CONT SS L3x3z1/4 CONT SS L2112x2112x1// CONT SS L3x3z11/ w Cn X SLOPE CJ CJ 100'-0' p = 98-7112'CA V/ lit PERIMETER O_FTRENCH � 99'-it" I � 3 � Z CONT SS L3z3xll4 TYP 99'-11' -CONT SS L2112x211274 CONT SG L3x3xl14il 5302 U a - - 6.7 of w 99.711z' — •..-- - — - — • — - — - — — - DOOR STOOP 1 TYP o J f - " }DOOR STOOP O U z V c� <3 ALIw 4 c-3 S9t 100 0 5 SITE PLAN 0 w- SEESITE PLAN 5301 5302 a a 5301 ~ 99'8" B9'11" 100 1" rn — y — —t- — - — - — — • — — - — . — — — — — — _ /4 100'-1' a oo C.1 _ w `I CTJ �WAM� I�100'-1" fi+1SEE 2/5301n 4"HIGH 5-3"XZ-0" — - — - . — - — . — - — - — - — - — - — — - -_ - — — • — — — — — .--� — — , 5334 HOUSEKEEPING PAD w' S-2 _ w T 5302 QUOTE NU W/(2)#4 LONG.SOT i.. c� o� r3 a = u c3 c�i o p o I VERSION NUMBER:04 .011 5 V 10041" 6 tiAlk, 100'2" U ti 100'2" y 100'2'� FFE 5302 D - Y10021/2 — - cJ All-bo�_o„ O AL 100'-2112" t SEE 2/5301 FFENSTOP OF CURB Il -6'ELEC TRANSFORMERTYPHWSEKEEPIN;PAD5 DOOR STOOP �P F6pSEE SITEPLAN 53021 ITE PLAN — HfR JASEESPOD TRENCH=89'-10" CURB SOLLAR SEE CIVIL 14 13 12 11 10 9 8 7 O 10 COORDINATE Wz o 5302 CIVIL TCE 100'A" if this document Ii sealed and.grad ina digital SLOB TCE SLOPE PER orelearonic format ande-i ived from someone y 100,-2• SITE PLAN other than the sealing professional idarmfed in the document,ycu must contact the alFLOOR SLAB •' proreaaionai In writing to validate authenticity of 6'CONCRETE SLAB ON GRADE REINFORCED WITH thetlocumem.The sarringprofessional disclaims o.L5 ❑ FIBERMESH 850 @ 3.OIGcyd OVER VAPOR BARRIER OVER ^_________________________ ___ ____ __ _____ ____ ___ any Iii asaldswaated with.where ha liable for COMPACTED FILL(THICKNESS PER GEOTECHNICAL REPORT, authenticity ofany digital or electronic seal or MIN 4" . — — — — signature has not been validated this ma POUR TUNNEL FLOOR SLAB ) � — — — � — F nose AFTER TOWER&BACK ROOM SLABS '1 _ _________ _____ ____ _ __ __ __ ____ I 6"CONCRETE SLAB ON GRADE REINFORCED WITH ❑ FIBERMESH 650 @ 3.OIGcyd.OVER COMPACTED FILL ISSUANCES (THICKNESS PER GEOTECHNICAL REPORT,4"MIN) 11 Permits and Construction ' (IF RADIANT TUBING IS USED IN SLAB,ADD 6x6 W2.1xW2.1 WWF& 5302 ft o PROVIDE 4"THICK x 2'-6'SQUARE THICKENED SLAB BELOW TUBING 101312018 MANIFOLD,COORDINATE WITH MECHANICAL DRAWINGS) CONCRETE SLAB ON GRADE b SLOP UP SLO E PER ,`„ ❑ 4"CONCRETE SLAB ON GRADE REINFORCED WITH SEE CIVIL a' 100'-1' SITE PLAN REVISIONS FIBERMESH 300 @ 1.5Ib/cyd OVER VAPOR BARRIER OVER 11 NO. DATE DESCRIPTION COMPACTED FILL(THICKNESS PER GEOTECHNICAL REPORT, 5302 o; SEE ARCHITECTURAL DRAWINGS FOR FLOOR ------------------------ ------ -----771-� ----- -- - FINISHES,TYPES AND LOCATIONS - - - -- �w __________ FILE NUMBER 81310066 5 E FLOOR SLABS TO BE POURED BEFORE W STEEL ERECTION PRJECT MANAGER S.MARKS PROFESSIONAL CMW 22' � FLOOR SLAB POUR SEQUENCE DRAWN BY MAK -5 15-0' T-8" �6 `� NOT TO SCALE E W SLOP UP TCE SLOPEPER CHECKED BY CJM m iar-0 SIj PLAN FLOOR SLAB O FLOOR SLAB PLAN PLAN 1 I I I I 1 3116"=V-0" S 102 J I I I I PIER SCHEDULE FOOTING SCHEDULE PIER MARK TPE MARK WIDTH LENGTH DEPTH REINFORCING COMMENTS 7WE TENSIN EXTEND BARS&HOOK OR 4PIP", F1 3'-0 3-T 1'•0' 3#5 EW SOT PROVIDE LAP BARS WI CL CONTROL JT 118"WIDE SAWED JOINT 100'-0' F2 4'-0" 4'-U' 1'-0" (4)#5 EW BOT j1PUC-E TENSION SPLICEBSTD HOOK F (114'WIDE AT EXTERIOR SLAB) IN 4" F3 4'-0" 8'•0' 1'•0' (8)#5 SW T88 TO BE FILLED WITH SEALER 98'•4' (4)#5 LW T&BBOND BEAM WI (VEHICULAR RATED) iN'-4' F4 5'-0• 5'-0" 1'-0' (5)#5 EW B0T T (2)#5 CONT s�u P3 A SS'•0' F5 8'-0' 8'-0" 1'-0' 6#S EW BOT V w PROVT SOLID ECOR P4 9g'-4" PROVIDE CORNER BARS P5 90-4" 32 HORIZ BARS �. ~� ALL CELL T c� F-R11pN�FCAL)I`1= REINF FOOTING NOTES: S 0 BE GROUTED SOLID OUS 32 F R" 1.CENTER FOOTING ABOUT COLUMN ABOVE UNLESS NOTED OTHERWISE CORNERSARSTO GRANULAR SUBBASE `--VAPOR BARRIER A MATCH SIZE&SPACING (COMPACTED)TYP •, , ■ a L DETAIL TOP REINFORCING V ADDITIONAL BAR TO - GROUTED AT CORNERS AT INTERSECTIONS TYPICAL IFNOTE A i OF HORIZ BARS (NOTE:TURN BARRIER UP U AT WALLS) --#5 @ 2`RED IN SOLID w m MATCH SIZE OF TYPICAL I I CENTERED IN SOLID � WALL REINFORCEMENT U v, �. DE TAIL APPLIES TO ALL HORIZ COMPACTED SUBGRADE &a REINF UNLESS NOTED OTHERWISE. SINGLE WYTHE SIMILAR J❑ L_a —8"CMU NOTES M � r 1.DO NOT LOCATE JOINTS BELOW MASONRY WALLS. � W 2.SAW CUTTING OF JOINTS SHALL BE AS SOON AS THE CONCRETE SETS SUFFICIENTLY TO PERMIT O CUTTING WITHOUT CHIPPING,SPALLING OR TEARING,BUT NOT MORE THAN 24 HOURS AFTER PLACING. �u BOTTOM WALL CORNER PLAN #5 DOWEL @ 24'00 6 TYPICAL HORIZONTAL REINFORCEMENT TYPICAL CONTROL JOINT CJ 3'CLR REINFORCING NOT TO SCALE NOT TO SCALE m N PIER SIZE VARIES PIER SIZE FIRST rn M I PLACEMENT IL 1 EO EO EO EO rn W GRADE EXTERIOR CONIC SLAB }I--� LINO LINO UNO UNO SEE CIVIL SEE CIVIL I -12'LONG KEY @ 2V TwE $'— g' (2 ROWS OF KEYS WHERE CONST JT 1 VERT WALL REINF,TYP UNO WALL IS THICKER THAN 16') r'� '� — — r — — — — TOOLED EDGE 1/8"RAD ri JOINT WITH SEALANT, 1 IQ" WITH JOINT SEALER I• w g w a CONC LAP PER SCHEDULE S001 RE:ARCH DWGS&SPECS 6R (VEHICULAR RATED)TYPICAL 1 HORIZ WALL REINF,TYP g" N wI IF I L W #5 P 18"OC CENTERED i p g a Q i n DOWEL INTO FOOTING 05 @ 18"OC HORIZ •, Lu ,soTFE \ '4' ,k REINF AS REINF AS—' SEE PLAN #5 @ 18'OC INDICATED INDICATED z tPi GRANULAR SUBBASE VAPOR BARRIER - (3)#5 CONT , (COMPACTED)TYP Lu C7 (NOTE:TURN BARRIER TYP CORNER PLAN TYP INTERIOR PLAN z \ CLEAN SURFACE PRIOR I I --I UP AT WALLS) T TO POURING CONCRETE 3-g' &ROUGHEN I' CA W 3 T18 DIA SMOOTH BAR x 1'4" 1 �n UNLESS NOTED OTHERWISE ON @ 1'-S'OC.GREASE AND = ARCH DAVIS,PROVIDE REVEALS WRAP ONE END;PLACE IN NOTE: EACH SIDE AND TOP OF WALL MIDDLE OF SLAB COMPACTED SUBGRADE Q ZW 1.LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY ARCHITECT @ 24'-0'OC Q AND ENGINEER PRIOR TO CONSTRUCTING FORMS OR PLACING Q x CONCRETE AND SHALL BE SHOWN ON THE SHOP DRAWINGS. U TYPICAL VERTICAL WALL CONSTRUCTION 6 1 O TRASH ENCLOSURE WALL SECTION Uj 7 AND CONTROL JOINTS 7 TYPICAL CONSTRUCTION JOINT(CTJ) pzaC 5101 311'-0' / NOT TO SCALE J NOT TO SCALE O O ,1 Z COL �� v F LU (8)#6 VERT TMM COLUMN BASE Pl. TYPICAL FOOTING AND ANCHOR BOLTS SEE SCHD b PE CAR Wr15H5157EMS BY TOMMY QUOTE:15334 REINFORCEMENT 2x'S' 2x'S i-8" SEE PLAN _(2)#5 O VERSION NUMBER:04 TYP PROVIDE(8) (•'OL TWE #3ANCHOR TFE SEE PLAN BOLT TIES b SEE PLAN — — — 1— — -J — — — L — — J ANCHOR BOLT Iq A ti BY TOMMY o- #3 TIES @ 12'OC YQNAL (Ty p) 3 SETS OF TIES t fNC/ �+ I PIER VERT REINF& IN THE TOP 5' QQOF y`pENSF�yF�9 to TIES SEE SCHEDULE OF PIER i'•0' 1'-V TFE O DOWELS TO MATCH ? PIER TYPE P5 14 SEE pLplg u� 55_22 PIER VERT REINF l Q 11 (TYP PIER VERTS TYPICAL TRANSVERSE _ — — — — — — — , w DS I r CAN BE HOOKED ,12 'rT�p T OF c;S. ' �, I� INTO FTG DIRECTLY COL (10)08 VERT R J i u'i (8)#8 VERT REINFORCEMENT I q AT CONTRACTOR Hf \ O ill 7C OPTION) TPE _ D + 74Y LAP(TYP) TYPICAL FOOTING TYP WALL REINF (2)#Sx1'-6" NOTES; REINFORCEMENT AT EA CORNER(MIN) "' ----- _ -' - SEE SCHD • • •' 1'S'=2'-0'MAX UNLESS NOTED OTHERWISE. k SEE SCHD nme documentb�e�led end sgnae-neaig el r TPE 2.WALL REINF NOT SHOWN,SEE TYP DETAILS. 3 TYP 7 orhwdinnm rormetendol recaned1mm it""I g ANCHOR BOLT a g#ro eL7ws the document,you must contact Ne sealing otber Usnlne sealing professional ldentlled in TIE PLAN VIEW �z x� a professional in wdling to validate aulhenticxy,of the document,The sealing professional dlsolaims TYPICAL STEPPED FOOTING O TYPICAL CONCRETE WALL OPENING TYPICAL PIER gnreeaeI and slgnaNre and shall not be liable for c.f COL — D 5 y liability associated with n whom the d 314'=1'-0" NOT TO SCALE • e •• authenanity of any digital or eleclronlo seal or �s - #3 TIES 12.00 p. signature hes not been valwared m this manner. _--- - - - - NTHE TO OP 5ES #3 TIES @12"OC ISSUANCES @ 4112' 111/2' '� 4 OF PIER 3SETS OF TIES 1' 0" 1' 0- ENTRYIEXIT IN THE TOP 5" �• OF PIER Permits and Construction P PIER TYPE P3 PIER TYPE P4 10/3t2018 112"EXPANSION MATERIAL �—INTERIOR CONIC SLAB NO. OEVISIDATE DESCRIPTION 2'g"� / COL w PAVING OR GRADE EXTERIOR SLAB/PAVING (8)06 VERT COL �$ #4 @ 12'OC SLOPE AWAY FROM BLDG _ () ERT u5 TPEVERT SEE BCHD � h TPE SEE SCHD k'S • COL tb FILE NUMBER 8131OD56 ae o OPROJECT MANAGER S.MARKS �+ f. b ae PROFESSIONAL CMW #3 TIES @ 12-OC #3 TIES 12'OC • DRAWN BY MAK #4 L-BARS AT 12"OC GRANULAR FILL 3 SETS OF TIES a yq' IN THE TOP 5" 10, 10' 3SETSOF TIES g• g• CHECKED BY CJM OF PIER IN THE TOP 5' -K (2)#4 CONT 24' SEE OTHER DETAILS PIER TYPE Fill OF PIER FOR WALL INFORMATION PIER TYPE P2 TYPICAL PIER&FOUNDATION CONCRETE s n TYPICAL STOOP/TURNED DOWN TYPICAL MANDOOR THRESHOLD 4 PLANS&SCHEDULES DETAILS 7 NOT TO SCALE S102 NOT TO SCALE I NOT TO SCALE S 3 01 1 I I 1 I I J I I I I I COL TRENCH DRAIN �L SEE PLUMBING SLOPE TOP TO MATCH 12)#4 CONT COLUMN BOX-OUT POCKET 3'+l-TYP FOR RBI COLUMN ^_ ADJACENT CONCRETE FFE ALL SIDES PLACEMENT EXTENDED DOWN W CONCRETE CUD SLOPE �,TWE SEEPLAN TO TOP OF PIER CONCRETE CURB WITH 314" - 6x6 W2.1xW2.1 WWF 4" 1'-p DINNLAN E 1"RADIUS r- -,�PIER BELOW $ -VAPOR BARRIER x—x—x-x'=x�x=x� a OLU FOUNDATION DRAIN ` -COMPACTED FILL I o o I COORDINATE WITH TOMMY A. -, AS REQUIRED BY PER GEOTECH REPORT x GEOTECH REPORT -� -x b •^ - 10" 2" #5 @ 18"OC VERTS WI COL - - • STD HOOK,EF m TFE 1 118"EXPANSION #4 L-BARS @ 18"OC --� - - BE E PLAN- #4 18"OC,HORIZ EF JOINT MATERIAL _ A x 24 b L! - _ J (CLOSED-CELL) 24 #4 BENT BARS @ 16"OC a- 3 z h S302 L_ __J w i14 CONT T 8 B 4'MI (2)#4 CONT r a, (2)#5 CONT BOT W, W. CONTROL OR 2' 8' SIM SIM SEE �-CONSTRUCTION JOINT $ - SEE PLAN oa z RAISED CURB Q+RENC H DRAIN(tD OH DOOR TOWER A FOUNDATION WALL TYPICAL COLUMN BOX-OUT POCKET INTERIOR J5102311=1-.' 314"=1'-0' S701 Ni=1'-0' S102 1"=1'-0' a coa CL VACUUM STANSION&BASE PL 314"x16'xl'4" '\ 6114" 6114' PROVIDED BY TOMMY,INSTALLED BY GC COL qw- 3' FIE EXTERIOR 0 TWE , (4)518.0 GALVANIZED STEEL ANCHOR BOLTS FOUNDATION WALL SSEEE PROVIDED AND INSTALLED BY CONTRACTOR. PIER BELOW \r V SEE PLAN - o CURB WALL +.( n POURED AFTER VAPOR BARRIER _ t FOUNDATION DRAIN COMPACTED FILL -•R� ? STEEL ERECTION AS REQUIRED BY PER GEOTECH REPORT 3112"0 CENTER HOLEIs AS REQUIRED REPORT t12 @ 18'OC - T -I - - T COLUMN AND BASE PLATE cn #" 3" ---#5 @ 18'OCVERTSWI PLAN VIEW FFE VARIES24 I ��COORDINATE WITH TOMMY W 0 0 TFE ? • • _ STD HOOK,EF p - COL -- -� - - t T co z 8"THICK MEDIUM BROOM FINISH SEE PLAN SEE PLAN - #4 @ 18'OC,HORIZ EF SLIP RESISTANT CONCRETE WALK WI � � R b 8 0 6x6 W2.1xi WAIF(CENTERED) h TWE VARIES L° J ru \a/ Z f 2' 3" S-g V SEE PLAN I VAPOR BARRIER 3 COLUMN BOX-OUT POCKET N X FOUNDATION DRAIN S302 L_ _J FOR COLUMN PLACEMENT (2)#5 CONT BOT 314" 1"RADIUS AS REQUIRED BY COMPACTED FILL EXTENDED DOWN TO p r 0 SLOPE WALK 1189FT(MIN)COORD WI CIVIL CONT PER GEOTECH REPORT = GEOTECH REPORT a 3"H-TYP TOP OF PIERNPAVING x—x—x x—x —x x—x—x—x—x,x ., ALL SIDES (n x GRADE TFE #4 @ 18'OC HORIZ CONTROL OR -- 118"EXPANSION a_ a EE PLAFICONSTRUCTION JOINT JOINT MATERIAL #5 18"OC VERTS WI x b Lx b STD HOOK,CENTERED SEE PLAN (CLOSED-CELL) Q C st (2)#SCONT w 1 TOWER B FOUNDATION WALL •I r o r� TYPICAL COLUMN BOX-OUT POCKET(AT PERIMETER) O z S101 3I4"=1'-0' -- - BBNT HORIZ L Z_ -_- b 5102 1"=1'-0" 0 L to 8• Y 6" � CONDUITS BY EC (5)#6 VERTICAL WI �i/V #4 L-BAR @ 18"OC #3 CLOSED TIES COLUMN,BASE PLATE AND /I�I/I,, Y4 @ 10"OC ANCHOR BOLTS BY CAR WASH SYSTEMS ME TOMMY SEE PUN 12 QUOTE:15334 SEE SITE PLAN CONCRETE POUR AFTER VERSION NUMBER:04 2' 0" FOR LOCATION h TWE COLUMN ERECTION V SEE PLAN -VAPOR BARRIER SECTION 3"•I 118"EXPANSION _ -- '�.- JOINT MATERIAL - - FOUNDATION DRAIN SQL fN AS REQUIRED BY � -COMPACTED FILL I I (CLOSED-CELL) � �r(S E.NS PER GEOTECH REPORT VACUUM BASE&CURB DETAIL WASH TUNNEL END WALL o �� FO FF AS REQUIRED REPORT - 9 6 ye " 9 TV FE #4 @ 18.OC HORIZ .' rj ,r• ° ] x SEE PLAN --- -__ .° COORDINATE DEPTH r' STD HOOK,CENTERED - WITH TOMMY sfOp T P`�Q,�Q5 (2)#5 CONT OL g PIER PROVIDE CONT STRIP 9' 4' #4 T&B(CONT BETWEEN COLUMNS) - - APPLIED WATERSTOP _ WHEN EPDXY COATING 45•CHAMFER #4 CONT If this daument is sealed and signed in a dgial IS NOT APPLIED «elearomc format and is receives wm wmaone W PROVIDE IN FRONT OF COLUMNS coney menthe s,,Iin professional d tired in y g pro eesi«a en TOP OF CURB the document you muss wnam the ra iirq 101 #4 L-BAR @ 18"OC professional in writing to validate ameen iclty of the d.Iumenl,The sealing professional desd,lme g '13q MAT WASHER FOUNDATION WALL -� BOLURD COLUMN(BEYOND) 14� theaealandagnawreandsallnat»Ileoator TYPICAL COLUMN BOX-OUT POCKET any liability maxiiated with d where the uthe _ --- 5101 314"=1'4Y CAPSTAIAND NLECSHCONCRETE STEEL PFILL! #4 Q 18'OC,HORIZ EF Ir,. ill' 7 20 " SEE PLAN 5302 1'=1'-0" eignawdre�has not of ylreanty a idatei th or is manner this manna[ IFFE SEE SITE PLAN FOR LOCATION. - �' #5 @ 18 OC VERTS W ISSUANCES Y STD HOOKS,EF " oCOLUMN BASE PLATE BOXOUTS CURB WALL TO BE POURED a,TWE N 1 '- Permits and GDmithIC60n AS REQUIRED AFTER STEEL ERECTION • VAPOR BARRIER 1013/2018 894" CURB WALL TO BE FLOOR SLAB TO BE PAVING-SEE SITE PLAN FOUNDATION DRAIN COMPACTED FILL POURED AFTER POURED BEFORE TIE LB AR TO VERTICAL AS REQUIRED BY p-q•" - � PER GEOTECH REPORT STEEL ERECTION STEEL ERECTION REVISIONS f FOUNDATIOWCURB WALL DOWEL GEOTECH REPORT AND CURB WALL, w< A 112"i�R PIER(BEYOND) NO, DATE DESCRIPTION c TFE EACH SLAB L BAR SEE 1415302 FOR NOTCH 2x FORM AT ` I' i � SLAB FORM SEE PLAN (3)#5 CONT TOP h i • (4)#5 CONT BOT 5 - -- TURNED DOWN CONCRETE - FILE NUMBER 813101 F - SLAB AT CURB EDGE 2 0' r 0 #5 @ 14'OC T&B PROJECT MANAGER S.MARKS g (SEE DETAIL 11I5302) E � \ PROFESSIONAL CMW Q `—TEMPORARY 2z FORM b + -16'CIA SONOTUBE DRAWN BY MAK z_ FOR FLOOR SLAB POUR '• FOUNDATION @ BOLLARD CHECKED BY CJM � '�� •SEE/IS302 FOR COLUMN BOXOUT ISOMETRIC NOT ALL WALL REINFORCING •SEE 11IS302 FOR SHOWN FOR CLARITY SLAB FORM M W� CONCRETE P� W TUNNEL SLAB FORM DETAIL PAY GATE/CANOPY BOLLARD TUNNEL FOUNDATION WALL ^ COLUMN BOXOUT ISOMETRIC DETAILS u 4 NOT TO SCALE O 5102 3I4"=1'-0" 5101 314'=1'-0" `t NOT TO SCALE C O I� 1 I I J L J I I I I I 2 2 5303 3 TYP S303 15 _ F DIRECTION OF TRAVEL _ Z FLAT 5303 FLAT- r - - - - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - m HP - LP 7. HP -LP T - - - - - - - - - EXIT DOOR& _ _ to _ - ENTRANCE DOOR 8 CONVEYOR PIT all - 'SLOPE T TO LP_ _ _ —- — --- - - - - - -SLOPE P'TO U':SLOPE 7"TO LP- - - __- iii'll- — _— --_-_- - -—SLOPE T TO LP-SLOPE 7"TO LP -- - - -- - -__ _ --- -- — - - - --SLOPE 7"TO LP - - - CONVEYOR PIT am 7 SEE SIM03 > - - - - - - - - - - - - - - - - - _ _/ FOR CONCRETE •� r POUR SEQUENCING Is _ J FLAT S WATER 4'PVC DRAIN FROM POD TRENCH fi"PVC DRAIN TO SEDIMENT TANK (2)WATER FLAT U a SUPPLY LINE I COORDINATE WI PLUMBING DWG COORDINATE WI PLUMBING DINGS SUPPLY LINES .- i ,o COORDINATE WI -- TYPICAL OF(3) COORDINATE Wl w EXIT g PLUMBING DWG PLUMBING DWG 2 9" S 03 ENTRANCE A i TYP W 3 <_ 10'-0" 11'-T CONVEYOR PIT LENGTH 6-0' 20'-0" u' SLOPE DOWN SEE PLANS PER PLAN F--SLOPE DOWN PER PLAN SEE SITE PLAN SEE SITE PLAN ~ V V' I SLOPE DOWN 7"-3 LP E---SLOPE DOWN T HP SLOPE DOWN 7"-3 LP -, F--SLOPE DOWN T HP SLOPE DOWN 7"-- LP �—SLOPE DOWN T I O � z TFE TFE DRAIN PIPE TO SEDIMENT TANK 88'41. LL � EQ EQ EQ EQ EQ EQ SET BOTTOM OF PIPE 1"BELOW LP (TYP 3 LOCATIONS) SLOPE DOWN 7" SLOPE DOWN I SLOPE DOWN 7' SLOPE DOWN A SLOPE DOWN 7" SLOPE[)DO 7' HIGH �3 E� HIGH �3 HIGH vV POINT DRAIN POINT DRAIN POINT DRAIN POINT C r EXAGGERATED CONVEYOR PIT PROFILE S1o1 M ONVEYOR PIT ENLARGED PLAN NOT To SCALE CONT STAINLESS STEEL ENTRANCE DOOR ENTRANCE DOOR L21/2x21/2x114 W1318z3"HEADED STUDS CONVEYOR PIT CONT STAINLESS STEEL CONT STAINLESS STEEL CONVEYOR PIT i6'OC(TYP).SLOPE TOP OF EXIT DOOR CONVEYOR FRAME CONCRETE INFILL CONVEYOR FRAME L3z3z1/4 WI 318. 3112 ED WI EXIT DOOR V, ANGLE TO MATCH ADJACENT 4'-3' 4'-3" INSTALLED BY TOMMY 318x3"HEADED STUDS 16"OC 318z3"HEADED STUDS TO ACHIEVE HP 8 LP SLOPES INSTALLED BY TOMMY FLOOR SLOPE @ 16"OC(TYP) 11,=10, '^ SLOPES TO PIT SLOPES TO PIT SLOPES TO PIT - - SEE FLOOR SLOB PLAN SEE FLOOR SLAB PLAN SEE FLOOR SLAB PLAN W h FFE VARIES FFE VARIES / _ SEE PLAN SEE PLAN W U coN CONCRETE INFILL co X Z 9 TO ACHIEVE HP 8 LP SLOPES q F /\ #4 L-BAR 18"OC O #4 L-BAR @ 18'OC / f a N 9 HIGH POINT N @ HIGH POINT �`+ sLLI CENTERED =„ CENTERED o O 12 LOW POINT - - - -� 12 / / V-8'FLAT LOW POINT(BEYOND) FLAT N 12 a w 12 F ��4"PVC DRAIN i FROM POD TRENCH e v M #4 CONT 2" ' , - / SEE PLUMBIC DWGS #4 CONT • - • a (2)#4 CONT 8' _— (2)#4 CONT w J #4 VERT WI - _.-� #4 VERT WI- ^\ O K 4"HOOK @ 18"OC TIE.'I`, CONT TO SEDIMENT BASIN 4'HOOK @ 18'OC - - �\ m _• ^ TFE 0 O Z __ 9T Q ` Z #4 @ 18"OC EW,CENTERED fi"PVC DRAIN 94 @ 18'OC EW,CENTERED -�-(3)#4 CONT r F #4 Z-BAR @ 18"OC 8' 1'-1' 1'-1' 8 SEE PLUMBING DINGS 91 Z-BAR @ 18'OC / _ /� 4 1'-9" 1'-9' #4@18'OC #4@18"OC SEE PLUMBING DWATER SUPPLY WGS 4 fi' r r' r-r 6' SEE 815303 SEE BIS303 IMMY 14 FOR CONCRETE 14 FOR CONCRETE 1'-9" 1' 9" CARWASHMTEMS POUR SEQUENCING POUR SEQUENCING QUOTE:15334 CONVEYOR-DUAL BELT PIT DETAIL CONVEYOR-DUAL BELT PIT END DETAIL VERSION NUMBER:04 \�J/f S303 3 4"=1'-0" 5303 314"=1'-1 NAL CONT SS L2112z2112z114 �FFGENSF r'TLF. Y —\JT y O F9 iT TYP 15C 3116 _ EXIT OVERHEAD DOOR I �� POD TRENCH LENGTH�SEE FLOOR SLAB PLAN i a 7 4"PVC DRAIN z __ f TO CONVEYOR TRENCH 1"PVC CHASEWAY st°gTOF� CONTSSL3z3z114 SLOPE 118"MIN ER JAp P�lT QS� 3'�g b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - I' ED SLOPE 6"TO LP - - - —SLOPE 6'TO LP MITER CORNERS - - - - - - - - - - - - - - - - - - - - - - - - - - ,I TYP - - EXTERIOR WALL T T TO OF CHASEWAY lifthleor releaonic for lssealea amsigned In ifinglial someone I 6 I `LP I 6 I TO OFFICE PLAN oralecuomcrormatenaisreramea from someone u,� N ry ;.3 -__ EQ _ EQ �3 other men the sealing professional Identified in -Ally— INI- the aoaumthe a tTncanre tassbnai aid the n aie ms pro resaon II ti gt Idateauthenictrot c 2112E 1-2" 1'-2' - 2112' me aeeled ig t sealing shall not be llama for a -- enylaplAy 'retl with lwhereme H , ewnbcM of any al9 tat or electronic seal or 31i6 SECTION LP signature has not been validated in this manner. — ISSUANCES ENLARGED TRENCH ANGLES POD TRENCH LOCATION PLAN Parmits and Construction 53W 1'=1'-0' S102 NOT TO SCALE - 10/312018 z 1' 6' 1,•6. y REVISIONS CONT STAINLESS STEEL CONT STAINLESS STEEL SOLID TRENCH COVER BY TOMMY SOLID TRENCH COVER BY TOMMY N0. DATE DESCRIPTION g CONDUIT RACK BY TOMMY _1 112z1 1/2z114 WI CONDUIT RACK BY TOMMY L1 112x1 1/2x1/4 WI a CONCRETE INFILL POUR 4-BUILDING FLOOR REFER TO EQUIPMENT SHEETS 311 HEADED STUDS @ 16'OC REFER TO EQUIPMENT SHEETS 318x3'HEADED STUDS @ 18'OC ACHIEVE HP 8 LP SLOPES (AFTER POUR 2) HIGH SLOPE DOWN SLOPE DOWN SLOPE DOWN SLOPE DOWN w (A E--POUR 3-PIT WALLS AWAY FROM PIT �TOWARD PIT FFE � AWAY FROM PIT X F POINT �TOWARD PIT 3g' EE PLAN .. � FILE NUMBER 81310058 E a to s • ... ," r` 9 PROJECT MARKS '. • PROFESSIONAL S. Civil S H 12 12 DRAWN BY MAK LOW CHECKED BY CJM 6 ` FVARIES to VARIES '-� POUR2-PT TRENCH - -----� POINT #4 Z-BAR@18'OC - i14 Z-BAR@18"OC WALLS 8 PIT FLOOR w� 4 4 i POUR 1-PIT FOOTING - " #4 CONT (3)#4 CONT * 44 CONT 2.8 (3)#4CONT #4@18'OC INTERIOR Z_6 --#4@1e'oc CONCRETE w 4"PVC DRAIN TO �' A CONVEYOR TRENCH R CONCRTE POUR SEQUENCING COORDINATE WI POD TRENCH PIT DETAIL-LOW POINT POD TRENCH PIT DETAIL_-HIGH POINT DETAILS NOT TO SCALE PLUMBING DINGS S3o3 1112" G S303 1112'-14r' S303 1 I 1 I J I I I 16 15 14 13 12 11 10 9 8 7 6 5 4 3 I 2 1 GENERAL NOTES c A304 j i. DO NOT SCALE DRAWINGS. 2. FINISH FLOOR ELEVATION=100'-0".REFER TO CIVIL DRAWINGS FOR SITE 145'-0' DATUM ELEVATION EQUIVALENT. A 18 - --- —.-.— 3. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND W VERIFIED EXISTING CONDITIONS. A401 TON ---- --- -- 4. REFER TO CODE COMPLIANCE DRAWINGS)FOR LOCATIONS OF RATED 6 ER $ - T ILEr 1 l A201 ALL DIMENSIONS AND CODE SUMMARY. m - � 5. ALL DIMENSIONS ARE TO FACE OF MASONRY,FACE OF CONCRETE,FACE OF 109 STUDS,COLUMN CENTERLINE AS SHOWN UNLESS OTHERWISE NOTED. „ __— D 6. ALL DIMENSIONS ARE PERPENDICULAR AND PARALLEL,UNLESS NOTED g, -_A3M -_..._ _____- _._._-___ _.____-_—_ OTHERWISE. g 7. OWNER FURNISHED EQUIPMENT IS SHOWN LIGHT DASHED FOR REFERENCE A D.S.(DC4) A30 D.S.(PP-1) D.S.(C-1) 3 10-0' 2 ONLY.REFER TO EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION. O ® A305 -511" -51/2' 11 114" A305 �— STORAGE 1`2 It 109 - _ _... -. i u _ w �B - 1oBB Floe11 al-�_ _ �_- ____ �_ -� N - _ B INTERIOR WALL GENERAL NOTES oan WASH BAY li NEW WALL CONSTRUCTION w EPDXY FLOOR SYSTEM * 1 D INTO DECK FLUTES AND 9 - 9-T WEBS OF ST EL EMBERS UNLESS OTHERWISE ANDED. 07 F —� --T Saq - WEBS STEEL DEFLECTION TRACK AT THE OF ALL INTERIOR Cr- -_ - - B.3 2. PROVIDE DEFLECTION TRACK AT THE TOP OF ALL INTERIOR NON-BF_ARING METAL C • w a 3 A601 9 I SBA STUD WALLS CAPABLE OF ACCOMMODATING 3/4 ROOF/FLOOR DEFLECTION, a z-- - - I -- _--- , INTERIOR WALL LEGEND O N d LL� - A3o2 --�. J - _ 104B c� 107A � � l� � I�_ I• B A801 Si METAL STUD FRAMING 20 GA @ 16"O.C.W/5/8"GYPSUM BOARD EACH SIDE.EXTEND a a w 3 1078 �' • I � � - � _ � ALL WALL COMPONENTS TO UNDERSIDE OF DECK. 6.7 4'-111/8" _ 24-0 TA30�2 0., r - WASH - T a - - B'7 31A 3-518'METAL STUDS O A302 , SSA 4 EQUIPMENT — MM 5• - - - - 105 POD TRENCH REFER TO SQE 104A STAIR BY TOMMY'S METAL STUD FRAMING 20 GA @ 16"O.C.W/51W GYPSUM BOARD EACH SIDE AND W C FOUNDATION AND SLAB PLAN 3'-it 1/4 ACOUSTICAL BATT INSULATION.EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF !� -- -. - 1018 -F F T T F F-u - - CA DECK. S4E 15 Intl II II STAIR S2A 3-5/8"METAL STUDS O DRY -_ A302 ;. I- A N EPDXY 103 A S3 METAL STUD FURRING/FRAMING 20 GA@16"O.C.Wl 5/8'GYPSUM BOARD BACKROOM EPDXY FLOOR g3p1 FLOOR— ONE SIDE.EXTENDALL WALL COMPONENTS TO UNDERSIDE OF DECK, 106A A301 D 106 SYSTEM SYSTEMJi Y S3A 7/8"METAL HAT CHANNEL FLIGHT D1CK - - I EMPLOYEE 93D 3.518'METAL STUDS - -- C n TOILET METAL STUD FRAMING 20 GA @ 16"O.C. A W/5/8"GYPSUM BOARD ONE SIDE f D.5 Fa FO �0 �0 FO 01A 102 AND 112"MARINE GRADE PLYWOOD W/1/2'EXTRUTECH PANELS INSTALLED W O I I ON WASH TUNNEL SIDE OVER VAPOR BARRIER EXTEND ALL WALL D.S.(DC-1) D.S.(DGi) -�r - - E COMPONENTS AL STUDS DE OF DECK N - I O fLYi KNOX BOX o , METAL STUD FRAMING 20 GA @ i6'O.C.WI 1/2"EXTERIOR GRADE PLYWOOD LLJ CD A40, REFER TO D W/1/2"PVC PANELS ONE SIDE AND 112'MARINE GRADE PLYWOOD WI 112" ? Aaa4 A201 PVC PANELS INSTALLED OVER VAPOR BARRIER ON WASH TUNNEL SIDE. NOTE: A39a EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK. Q P,LDOWNSPIOUTS PROVIDED AND INSTALLED BY G.C. 31 A201 30-0" 1 S5E 6"METAL STUDS co w ENCLOSURES I 1 PROVIDED AND INSTALLED BY TOMMY iA = Z 1 1 METAL STUD FRAMING 20 GA @ 16"O.C.W/1/2'EXT.GRADE PLYWOOD ONE NCn } SIDE.EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK.UNLESS Q w FIRST FLOOR PLAN LR NOTED OTHERWISE `T Z • S6A HER 3-518"METAL STUDS � U� REFER TO 1 S7 METAL STUD FRAMING 20 GA @ 16'O.C.W/iM"EXT.GRADE PLYWOOD ONE V p�� A201 1 CANOPY ABOVE SIDE AND 5/8"GYP.BD WI FRP PANELS ON TOILET ROOM SIDE,REFER TO } C w J 1 INTERIOR ELEVATION FOR HEIGHTS OF FRP.EXTEND ALL WALL c COMPONENTS TO UNDERSIDE OF DECK.UNLESS NOTED OTHERWISE K 1 1 S7A 3.5/8'METAL STUDS O OU LL Z ODEMOUNTABLE PVC WALL SYSTEM BY EXTRUTECH INC.PANEL COLOR WHITE LR-1 U I I 88A 2-1/4'THICKX 24"WIDE TONGUE a GROOVE PANEL REFER TO DGi DGi 1 TOMMY A201 i I � METAL FURRING HORIZONTAL INSTALLATION 24'O.C.W/5r8'CDX PLYWOOD WITH VAPOR BARRIER AND ill"THICK PVC PANEL G4R WASHSY5IEMS LR-1 I S9A 7/8'METAL HAT CHANNEL HORIZONTAL INSTALL 24"O.C. QUOTE:15334 - - --- REFER TO VERSION NUMBER:04 LRE 16 15 14 ��13 12 -'11 10 9 8 7 6 5 - 4 3 - 3.8 1.8 ucENSEo STORAGE �'; ARCHITECT 108 AR-984754 164 SIF , A\ CUSTOMER ® TOILET \ CODE LEGEND i EXI - F.E. 02' '1/300 109 `� r� 109 Portable Fire Extinguishers score ' 34' L , `� - �\ Add and or relocate portable fire extinguishers as EXITIEXIT ACCESS WITH CAPACITY SERVED s 0 ;;._ needed to fully protect the area.(2015 IFC 906.1) 6 r / g t EGRESS PATH 94 10 2 r EGRESS PATH 76-8" C Install ortable fire extin uishers to meet the - II'- P 9 DRYING AREA DIRECTION OF EGRESS INCUDING SECONDARY EXITIEXIT ACCESS ', Ov3pp j WASH requirements of NFPA 10.Install portable fire o B 3 F ¢ ( - �- / extinguisher with a minimum ratan of 2A-10B.The 684 SF I 1 =-- - -(g� 9 9 OCCUPANT LOAD OF SPACE AND BASIS FOR CALCULATION t _ w 10A i t V oNsdaumeic s,,at't is led and i'mfrom roigned n somAel travel distance from an extinguisher shall not exceed 75 xxwxxsF m: oq 2,364 SF t or eleche,the se at aM o rece vad dromfied In e I I ' r I t feet.The extinguisher shall be mounted in a athermanmasearng vrmessloriai aemnha m �x conspicuous location,unobstructed and unobscured the dowmem,you must comad the sealing t j W h I o#, professional n writing to sardate authenticity of t w 1 from view. EXIT the document,The seaing professonaldsciams o� tt 7 1/300 t r xtoc REQUIREDEGRESSWIDTH dh seal and sgnamRand shall not be Ratio for EXIT O ` — — t '� w 1.6 �t CB xxx PROVIDED EGRESS WIDTH any labdM assouatetlwth twhere the 3 � I I _/ _ z �t ti F.E. 34' authenticity ofany bedigen tea or aled in has seai or 1 s^ Ex1T t 2015 IFC 906.9.1 Extinguishers weighing 40 pounds or sgnewrehasnmbeenaaMelW icseaannar y� t` ` a less.Portable fire extinguishers having a gross weight WALL MOUNTED FIRE EXTINGUISHER CLASS A Ordinary(Moderate) i w - 1 not exceeding 40 pounds(18 kg)shall be installed so • Hwand Oooupancy2-A EXTINGUISHER.CONTRACTOR TO VERIFY ISSUANCES z u y` I 2 ` ' - - _ �� not more than 5 feet( 24 m ) F.E. DISTANCE MAXIMUM SPECTOR PRIOR TO INSTALLATION.75 TRAVEL Oi/300 `� y _..- - -. 3 e• ri above the floor. 0/03�20 a SL""t10n h ' Oi/300 EGRESS PATH 78'-0" ,/r w ` EGRESS PATH fib-0`�FE J ' ---- - -� ----1 ----„-- � — — — — E _OH6600 r that their tops are et 15 m LOCATION WITH FIRE IN Pe L d Con C4-- - - \ \. i' __... -_ G0.ESSPN _ ,i STAIR i D5 d w BACDRY KROOM >C EQUWASH IPMENT ~` a" REVISIONS ' NO. DATE DESCRIPTION ' EMPLOYEE W 08 679sF KNoxfiox TOILET �y 360 SF - � � FLIGHT DECK I wg __ - 50 F 01 12 --- FILE NUMBER 81310056 B 274 SF u �. PROJECT MANAGER S.MARKS O PROFESSIONAL SD DRAWN BY GC CHECKED BY SDW 9 O FIRST FLOOR O FIRST FLOOR CODE COMPLIANCE PLAN PLAN AND CODE w 3/32" ?d _� L_ j COMPLIANCE PLAN 3.6 A101 J I c I I I 1s 15 1a A364 13 1z 11 10 Q GENERAL ALE DO NOT SCAWINGS. 2. FINISH FLOOR ELEVATION=100'-0".REFER TO CIVIL DRAWINGS FOR SITE DATUM ELEVATION EQUIVALENT. 11 A201 3. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND 0.11 EQUIPMENT VERIFIED EXISTING CONDITIONS. 4. REFER TO CODE COMPLIANCE DRAWING(S)FOR LOCATIONS OF RATED PLATFORM ASSEMBLIES AND CODE SUMMARY. - — - — - — - 209 D I 5. ALL DIMENSIONS ARE TO FACE OF MASONRY,FACE OF CONCRETE,FACE OF •��03 STUDS,COLUMN CENTERLINE AS SHOWN UNLESS OTHERWISE NOTED. 8. ALL DIMENSIONS ARE PERPENDICULAR AND PARALLEL,UNLESS NOTED A, - 0 OTHERWISE. \/ 7. OWNER FURNISHED EQUIPMENT IS SHOWN LIGHT DASHED FOR REFERENCE 26 /I ONLY.REFER TO EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION. - 2 - T - - INTERIOR WALL GENERAL NOTES A XTEND INTO DECK FLUTES AND A302 NEW WALL CONSTRUCTION � w B.S - + - _ 3 - 3 B.3 1. CONSTRUCT ALL WALLS TIGHT TO DECK ABOVE AND E WEBS OF ST EL MEMBERS UNLESS OTHERWISE NOTED. A801 B A302 _ A302 _ 2. PROVIDE DEFLECT ON TRACK AT THE TOP OF ALL INTERIOR NON-BEARING METAL D =1 --{1 A501 STUD WALLS CAPABLE OF ACCOMMODATING 3/4'ROORFLOOR DEFLECTION, c�`o a A302 I Ir A302 ____'��__,,,I___ I INTERIOR WALL LEGEND jy B.7 — — — I-- -. — — +- — — — I — — — �— — — — 8.7 ^ METAL STUD FRAM G 20 GA A302 A302 I — - - I— -L — 51 ALL WALL COMPONENTS TO NDERSIDEOFDECKPSUM BOARD EACH SIDE.EXTEND `i a S1A 3-518'METAL STUDS C EQUIPMENT 3 T 1A METAL STUD FRAMING 20 GA @ 16"O.C.W15f8"GYPSUM BOARD EACH SIDE AND w PLATFORM A302 A A ACOUSTICAL BATT INSULATION.EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF r 204 ` A301 �I } 01 82A 3-518'METAL STUDS AO, I OPEN AREA METAL STUD FURRING I FRAMING 20 N N 18"O.C.UNDERSIDE GYPSUM BOARD `- O - �_ 202 `� ONE SIDE EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK. ICLOSET S3A 7/8'METAL HAT CHANNEL —� S3D 3-5I8 METALSTUDS U)/� 0.5 O METAL STUD FRAMING 20 GA i6"O.C.WI5 8'GYPSUM BOARD ONE SIDE V — I AND 112"MARINE GRADE PLYWOOD WI 1l2"EXTRUTECH PANELS INSTALLED A401 C l _ _ ON WASH TUNNEL SIDE OVER VAPOR BARRIER EXTEND ALL WALL Laur rt, -.._ �- _ COMPONENTS TO UNDERSIDE OF DECK. 2C • 94E 6'METAL STUDS Z O OWNER OFFICE A 01 METAL STUD FRAMING 20 GA @ 16'O.C.WI 112'EXTERIOR GRADE PLYWOOD LLI a Z WI 112"PVC PANELS ONE SIDE AND ill"MARINE GRADE PLYWOOD WI 11T t- 31 A201 201 PVC PANELS INSTALLED OVER VAPOR BARRIER ON WASH TUNNEL SIDE. C.; X EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK. >_ • S5E 8'METAL STUDS _ METAL STUD FRAMING 20 GA @ 16'O.C.WI 112"EXT.GRADE PLYWOOD ONE N rn SIDE.EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK.UNLESS Q �u NOTED OTHERWISE c -CANOPY BY TOMMY S5A 3-518"METAL STUDS a. U MEZZANINE FLOOR PLAN I S7 SIDE AN 518 FRAMING 20 GA@1NELS ON EXT.GRADE PLYWOOD ONE } r w Ui 0 SIDE AND 518'GYP.8D WI FRP PANELS ON TOILET ROOM SIDE,REFER TO 7 Lu INTERIOR ELEVATION FOR HEIGHTS OF FRP.EXTEND ALL WALL G Z O COMPONENTS TO UNDERSIDE OF DECK.UNLESS NOTED OTHERWISE O Q 118"=T-0" - 87A 3.518"METAL STUDS E ` U Z O DEMOUNTABLE PVC WALL SYSTEM BY EXTRUTECH INC.PANEL COLOR WHITE Q 1sal to S8A 2-114'THICK X 24"WIDE TONGUE&GROOVE PANEL � I METAL FURRING HORIZONTAL INSTALLATION 24"O.C.W1518'COX PLYWOOD 74 S9 Alff WITH VAPOR BARRIER AND tl2"THICK PVC PANEL CARW4SHSn7 M$ • 8 9A 718'METAL HAT CHANNEL HORIZONTAL INSTALL 24"O.C. QUOTE:15334 4 MBER:04 3.8 D 1.8 EQUIPMENT A3o3 PLATFORM 205 LICENSED ARCHITECT 135 SF AR-98g54 _ - Portable Fire Extinguishers — y, /\ B � Add and or relocate portable fire extinguishers as needed to SC 5 V ''..B ' fully protect the area.(20151FC 906.1) CODE LEGEND E Fn t nA 9 Qa Install portable fire extinguishers to meet the requirements of ID' B 3 (\/,3� NFPA 10.Install portable fire extinguisher with a minimum rating " '�' `--= Of 2A-10B.The travel distance from an extinguisher shall not EXIT/EXIT ACCESS WITH CAPACITY SERVED 9 If the document is sealed and signed In a dlgl al c exceed 75 feet.The extinguisher shall be mounted in a or alecbonic format and is received from suposs e conspicuous location,unobstructed and unobscured from view. DIRECTION OF EGRESS INCUDING SECONDARY EXITIEXIT ACCESS other than the sealing professional denmled In w the document,you must contact the sealing professional In wrhing to vendee,suthe inclty at III 1 ,\ # OCCUPANT LOAD OF SPACE AND BASIS FOR CALCULATION the document.The sealing professional dbtlelma g.7 (! X..O BF the seal and signature and shall not de liable for B7! i 2015 IFC 906.9.1 Extinguishers weighing 40 pounds or less. any liabulry associated:Wthit where the Portable fire extinguishers having a gross weight not exceeding authenticity of any digital or electronic seal or signature has not been vat deted'n Ws manner. 40 pounds(18 kg)shall be installed so that their tops are not 41 V (C.1 1 more than 5 feet(1524 mm)above the floor. EXIT _ - xxx REQUIRED EGRESS WIDTH ISSUANCES PROVIDED EGRESS WIDTH permits and Construction w / 10/0312018 D lI'.-�i / O CLOSET WALL MOUNTED FIRE EXTINGUISHER CLASS A Ordinary(Moderate) W � _ - --- .,—.— .O 1I100 Hazard Occupsncy2.A EXTINGUISHER,CONTRACTOR TO VERIFY 39 SF r E F_E' D 203 ISTANCE MAXIMUM,TIONWITH FIRE INSPECTOR PRIOR TO INSTALLATION.75'TRAVEL REVISIONS NO, DATE DESCRIPTION ....-. g EQUIPMENT OPEN AREA ` PLATFORM OWNER OFFICE 202 B 204 201 176 SF 239 SF 109 SF �F� FILE NUMBER 81310058 g PROJECT MANAGER S.MARKS PROFESSIONAL SDW f DRAWN BY GBC 8 = l I CHECKED BY SDW (G) MEZZANINE FLOOR PLAN AND CODE COMPLIANCE PLAN MEZZANINES w CODE 3/32"=1'0" COMPLIANCE 3-81 a PLAN Al 02 I 1 I I J I I I I REFLECTED CEILING PLAN GENERAL NOTES 18 15 14 13 12 11 1U 991/ $ ] G T 1. ALL CEILING GRIDS ARE TO BE CENTERED IN ROOM I AREA OR ALIGNED WITH ADJACENT ROOM IAREA INDICATED,UNLESS NOTED OTHERWISE, 2. CEILING HEIGHTS INDICATETE D ARE DIMENSIONED FROM THE FINISHED FLOOR BELOW. C 3. ALL LIGHT FIXTURES,SPRINKLER HEADS,RETURN AIR GRILLES AND SUPPLY AIR T A304 GRILLES ARE TO BE LOCATED IN THE CENTER OF THE CEILING PAD,UNLESS "1' 2X4 AC i NOTED OTHERWISE. STORAGE CUSTOMER 4. COORDINATE MECHANICAL AND ELECTRICAL TO ASSURE PROPER CLEARANCES AND LAYOUT. 108 TOILET 5, MECHANICAL AND ELECTRICAL CONTRACTORS TO PROVIDE ACCESS PANELS IN 109 D CEILINGS AS REQUIRED FOR MAINTENANCE OF EQUIPMENT.COORDINATE SIZE AND LOCATIONS OF ACCESS PANELS TO MINIMIZE QUANTITIES,CONTRACTOR IS t SED STRUCTU 3 A303 REQUIRED TO PROVIDE LAYOUT TO ARCHITECT FOR REVIEW PRIOR TO EXPO 's E INSTALLATION,UNLESS NOTED OTHERWISE. (PAINTED q3p m 1 co tp REFLECTED CEILING PLAN LEGEND 2 I I I WAS104-1 1 w A3oz B.3 f o --- — — EXPOSED A W RYIN AREA r?g A2 107 B GYPSUM BOARD O w ACRYLIC ROOF PANEL Ll S I A302 _ — _ — — AND EXPOS(PAINTED)STEEL STRUCTURE — — — — OL B,] I — — B] 2X4 ACOUSTIC CEILING PANEL of of I I I I I I I I I of 2X4 ACT GYP.BD. fie'-0" T-104. STAIR o 0 0 0 — 103 BULKHEAD CEILING HEIGHT INDICATOR M/M DRY WASH EXPOSED STRUCTURE CEILING ACCESS PANEL OR ROOF HATCH O BAC— 1 EQUIPMENT (PAINTED) A q N 106 0 0 105 0 0 A301 A301 AND RECESSED ROUND LIGHT FIXTURE a (EMERGENCY FIXTURES SHADED) EMPLOYEE TOILET 2X4 LIGHT FIXTURE '/) D.5 102 V E 0 LINEAR LIGHT FIXTURE W C 0 TROFFER LIGHT FIXTURE r,. M W A3a4 2X4 ACT FLIGHT DECKO A�p3, ❑ -0" ® AIR CONDITIONER X Q Jt W ® EXHAUST REGISTER — — = z � cn ® FIRE EXIT SIGN LOCATION d' o o G� WALL MOUNTED LED STRIP V 5� p CANOPY SOFFIT ` w J Z I BY TOMMY S O ty _ FIRST FLOOR REFLECTED CEILING PLAN �__ _ - o F- LLI I it ° ° � TOMMY CAR WASHsrsiEMs QUOTE:15334 VERSION NUMBER:04 3.8 1.8 LICENSED ARCHITECT AR-984754 SC ° Inn I'a A303 If this document Is sealed and signed In a digital or electronic format and Is received from someone other than the sealing professional Identified In the document you must contact the sealing professional In writing to validate euthenticgy of g I the document.The sealing professional dleclane the seal and signature and shall not be liable for any(lability nasocleted with It when the eNhantlGty of any digital or arectronk seal a _ signature has not been validated In this manner, P C'1 ISSUANCES wPermits and Construction �,� A301 I A301 1010312018 REVISIONS 8 CLOSET NO. DATE DESCRIPTION 0 203 *2x4 ACr .. 9'-0' 3 5 OWNER OFFICE OPEN AREA ZX4ACT FILE NUMBER 81310056 9'-0" PROJECT MANAGER S.MARKS 201 F 2-027PROFESSIONAL DW DRAW �'� CEC KEN BY BY DW 3.8 ° 1.8 A303 s OFFICE MEZZANINE FIRST FLOOR REFLECTED �� CEILING PLAN A111 C ROOF LEGEND THERMOPLASTIC MEMBRANE ROOFING OVER(2)LAYERS OF POLY ISOCYANURATEINSULATION STAGGERED OVER METAL DECK FOR A QJ THRU WALL COW TONGUE ROOF TOTAL OF 5"MINIMUM THICKNESS AT LOWEST POINT. d SCUPPER REFER TO DETAIL DRAIN zI OVERFLOW D ROOF DRAIN D.S.(DC-1) D.S.(DC-1) A303 � D.S.(DC-1) WALKWAY PAD A30 a 1/4'PERF 1/4"PER FT - INDICATES DIRECTION OF SLOPE LIr ® ROOF DRAIN(RD)OR OVERFLOW ROOF DRAIN(ORD) ��/�■ a 7��f 2 I A302 / W o w _ _ I —I I _I _I I _ I � I � A (31 A302 / ti m i B7mi - - - - Al2 OL CA a `J I, THRU WALL OVERFLOW00 .� / SCUPPER REFER TO DETAIL A 114'PER FT 114"PER FT A301 O / - �\ - -/ - - - / - - & N A121 a 6 D.S.( In DGi) D.S.(DC-1) - Icn A121 C I -__ O ROOF ACCESS HATCH W A304 ROOF A303 O ACRYLIC ROOF SYSTEM,FRAME,PANELS,GUTTER, DRAIN FASCIA AND RELATED FLASHING PROVIDED BY TOMMY IT Z - ——--- X Q o — � = W Z ROOF PLAN -- " -- V a to POINT OF SALE CANOPY BY TOMMYS S U V G �o /\ Z 0 tQi W Z — ROOF MEMBRANE TO EXTEND UP AND OVER WALL ABOVE PROVIDE'BILCO'BIL-GUARD HATCH RAILING SYSTEM OR SEE PLANS FOR ———_. -- - /�J EQUAL @ ROOF HATCHES. HATCH HINGE -- I raRiSi SIDE LOCATION. - _ ROOF LAP SEALANT FIBER CEMENT BOARD WITH — QUOTE:15334 PRE-FAB CONT.(TYPICAL) - SYSTEM CLIPS SECURED TO 718" PREFABRICATED IN EXTEND MEMBRANE GALV.VERTICALHATCHANNEL VERSION NUMBER:O4 ROOF SCUTTLE- FLASHING AS REQUIRED. ROOFING MATERIAL�� = 3.8 1'8 ROOF CURB. g - FRAMING AT 24"O.C, - SEE SPECS. S.S.CLAMPING RING. UP&OVER PARAPET METAL PANEL OVER 1-11' MEMBRANE ROOF -r4„ PRE-MOLDED FLASHING& WALL RIGID INSULATION OVER RIGID INSUL. METAL COLLAR. PROVIDE 6"BATT INSULATION IN PARAPET ABOVE ROOF &METAL DECK. I ROOF LAP SEALANT PROVIDE ROOF WALKWAY CONT.(TYPICAL) t: MEMBRANE ROOFING OVER P.T.WOOD NAILER AT 6"METAL STUD FRAMING AT i6"O.C. RIGID AND TAPERED ROOF INSULATION ARfJ1Ma>=CT PAD AT LADDER SIDE OF ALL WITH 5/8"CDX PLYWOOD ON EACH HATCHES.(TYPICAL) RIGID INSULATION&METAL WALL CORNER SIDE A WI MEMBRANE ROOFING SYSTEM OVER A� EXTEND ROOF ROOF DECK. - T�� 1-112"METAL ROOF DECK UP&OVER WRAP ROOF MEMBRANE COP CURB. _ '-- - -_- --= - -:, ---- AROUND WALL CORNER i i WIDTH -- -- BEHINDPANELTRIM DRIOF P EDGE SCUPPER ----------------------- TTOM OF DRIP EDGE AT -- — _ J BO TREATED 2X4 AT - - - - - - - - - - - - CONT.BACKER ROD& FIBER CEMENT BOARD WITH METAL PANEL SS I LADDER PERIMETERAS SEALANT SYSTEM CLIPS SECURED TO A U _ .O6 REQUIRED 718'GALV.VERTICAL HAT I SEE DETAIL STEELANGLEFRAME CHANNEL FRAMING AT 24'O.C. `• AROUND PERIMETER l VENT PIPE-SEE �4"COW TONGUE SCUPPER Ifthis doa,ment'a sealed andsigmed ins digital EXTEND TO ROOF MECHANICAL DRAWINGS. CAULK AROUND PERIMETER or electronic format io d is reiai fmm someone STRUCTURE-SEE otherthan Nesealmgprofesslonel identdad in STRUCTURAL DWGS. V�'OVERFLOW DRAINAGE PIPE CONNECTED TO me docomam,you must comas the sealbgCOW TONGUE SCUPPER professional in writing to validate authemiaty of h4PROVIDE 6"BATT INSULATION the docum fent The sealing pna ersional cadaims EQUAL TO ROOF INSULATION PLANE the seal and signature and shall rut be liable for p ROOF HATCH DETAIL 7 TYPICAL ROOF VENT DETAIL PLAN DETAIL AT PARAPET CORNER _ any llabiliyassodatadwimnwhemthe U A121 314"-1 6 / 1 1/2'-1-0 Q__A121 1 t/2,-1,-0" auNenacly of any tlgnzl or electronic seal or z MSULATI PANEL OVER I-1l2"RIGID signaNre has not been.1dated in this manner. i INSULATION CONCEALED SPLICE CLEAT. THRU WALL COW TONGUE OVERFLOW SCUPPER METAL ISSUANCES FLASHING IS TO BE POST APPLIED WITH A EQUIPMENT HOUSING OR (� PANEL Permits and Consiruclion z)i' THRU WALL 4"H X 8"W METAL .7 SC UPPER SLEEVE WITH COMPRESSION TERMINATION BAR SYSTEM OR ADHERED FLASHING-SEE Ai21 1 112'=i'-0" 1010312018 FRAME AND CONT.SEALANT OVER DAMP-PROOFING WITH CONT. NOTE: MECHANICAL DRAWINGS. DAMS SEALANT ALONG THE TOP EDGE(TYP.)- FLASHING METAL COPING AND REQUIRED AT ALARE L OPENINGS EXTEND ROOF MEMBRANE PLAN TURNED UP WALL 8'MINIMUM CONTINUOUS CLEAT. REVISIONS INSTALL PREFINISHED ALUMINUM FLASHING AND BELOW ALL SILLS.ALL UP&OVER CURB. AT HEAD OF SCUPPER ABOVE BLOCKING OTHER FLASHING ENDS TO BE SEALANT-COLOR TO NO. DATE DESCRIPTION oROOF MEMBRANE TO EXTEND WIDTH OF SCUPPER LAPPED 6"MINIMUM AND MATCH COPING COLOR. ROOF DRAIN-SEE DRIP EDGE AT BOTTOM OF METAL PANEL FORM SIDE DAMS.(TYPICAL) JOINTS SEALED. ROOF DECK( ) PLUMBING DRAWINGS. w F ROOF LAP SEALANT AND TURN FLASHING ENS UP 2" r___-- RIG UP AND OVER WALL ABOVEPRE-FABRICATED`: 2X WOOD BLOCKING WIDTH ROOF CURB R-10 `> OF SCUPPER BOX o MEMBRANE ROOFING OVER SEALANT-COLOR TO 112'COVER BOARD OVER gee MINIMUM INTO JOINTS TO RIGID INSULATION 8 METAL MATCH COPING COLOR. a0 METAAL ROOF DECK. ROOF ON AND ROOF MEMBRANE FLASHING AS REQUIRED FILE NUMBER 81310056 E. "3 = PROJECT MANAGER S.MARKS 5 PREFINISHED DRIP EDGE TO BE ����` - CONCEALED T m - INSTALLED WITH SCUPPER.LAP "," - - PROFESSIONAL SDW x ROOF MEMBRANE OVER MIN.OF 314' SPLICE CLEAT. EXTEND SCUPPER PAN WITH INTEGRATED ""�``� " """"`" DRIP EDGE. TREATEDRED AROUND DCURB D m t , CONTINUOUS CLEAT. INSULATE ROOF DRAIN ROOF DECK CLAMP. EXTEND TO R FRAME DRAWN BY GBC METAL AROUND PERIMETER- CHECKED BY SOW ti EXTEND TO ROOF STRUCTURE-SEE w DRIP EDGE AS REQUIRED STRUCTURAL DWGS. " OPENING PERIMETER. PAN UNDERSIDE. PROVIDE 6"BATT INSULATION EQUAL TO SEE PROJECT MANUAL STEEL ANGLE FRAME AROUND SEE PLUMBING ROOF INSULATION PLANE PERIMETER EXTEND TO ROOF ELEVATION SECTION INSULATION FOR DRAWINGS FOR PIPING PIPE INSULATION RIGID AND TAPERED ROOF INSULATION STRUCTURE-SEE STRUCTURAL SIZE&CONTINUATION. w W/MEMBRANE ROOFING SYSTEM METAL PANEL OVER 1-1/2"RIGID INSULATION DWGS. w W OVER 1-112'METAL ROOF DECK a TYPICAL FLASHING&DAM DETAIL METAL COPING SPLICE DETAIL SINGLE ROOF DRAIN DETAIL THRU WALL OVERFLOW SCUPPER METAL PANEL 4 vz^=r4r TYPICAL ROOF CURB DETAIL 2 W 5 3 A301 3"=1'-0" 34.1 ROOF PLAN A121 1 1/2'=1'4' A121 I I I I I J I I I I EXTERIOR MATERIALS LEGEND 1 n 3 4 5 6 7 B 9 10 11 12 13 14 15 16 Y 0 PREFINISHED METAL PANELS PC-1 � A303 Pc 1 ACRYLIC ROOF SYSTEM .r, T 0.PARAPET TOWER A BY TOMMY C CEMENT BOARD PANEL /� 1�28'-0" LOUVERS BY TOMMY04 Mp 2 W OVERFLOW SCUPPER o. REFER TO DETAILS T.O.PARAPET TOWERB� FASCIA BY TOMMY 24"FA CIA.SIGNAGE(CHANNEL LETTERS)ON HIGH A&1 124'-0' r PREFINISHED METAL COPING `J MP-2 FASCIA.PROVIDED BY TOMMY,LETTERS) CONTRACTOR •= AB-1 ' T.O.ACCENT TOWER B h ALUM.FLAT STOCK(BLACK) FASCIA TOMMY -� - 118'-0 PROVIDED AND i ' " V INSTALLED T o B.O.ACCENT TOWERB z 115'd' CORRUGATED METAL PANEL — ST-1 ASIA w - MP-2 MCM PANEL(BLACK) i aw �FO� LSF�� FO FO 0 0 0 0 FO 0 MC-1 MG1 GLAZING oo oo M-1 100 M 1 D.S.(DC-1)1 r1 _- •-- __-r—_.. -:- FIRST FLOOR J� D.S.(DC-1) - D.S.(DC-1) 1.-,:, CL a NOTE. SPLIT FACED CONCRETE MASONRY UNIT D g.i.DOWNSPOUTS PROVIDED AND INSTALLED BY G.C. M C A303 ENCLOSURES DC-1 PROVIDED AND INSTALLED BY TOMMY 1 �M A304 CURTAINWALL FRAMING _ 1 BACK ELEVATION CLEAR ANOD.FINISHO li B A A '^ A B 8.3 A302 B.7 C A301 D D.5 F G G F E A001 C.1 B.7 B.3 B V PC-1 FASCIA TOMMY PROVIDED — — PC-1 _ T.O.PARAPET TOWER A �l T.O.PARAPET TOWER A B UU 12 12g� A302 FASCIA TOMMY PROVIDED AND INSTALLED. AND INSTALLED. MCM-1 ' � OO T.O.PARAPET TOWER B Is A T.O.PARAPET TOWER B MCM-1 PAY CANOPY-BY TOM AB-1 MP-2 124'-0-0" F- L�� _ 124� I— ABq PAY CANOPY By TOMMY TOWER(BEYOND) Q PROVIDED,CONTRACT INSTALLED r MP-1 2 .- ... T.O.ACCENT TOWER B W 0 .�T.O.ACCEI1r TOWERS T.O.PARAPET j_LAT FRONT(�. PAY CANOPY BY TOMMY 1 _ Z 118Q -0" A302 - 11T-7-314" fn f`A MP-1 Q W NOTE: ❑ �Q����p���� D.S.DOWNSPOUTS PROVIDED AND INSTALLED BY G.C. as -- Q Q QpD ENCLOSURES DC-1 PROVIDED AND INSTALLED BY TOMMY MP-2 Q O U o W J -DOWNSPOUT ENCLOSURE Lr DOWNSPOUT ENCLOSURE tL ST-1 V LR 1 BY TOMMY BY TOMMY LR 1 _- - ST-1 � O O w Z MC-1 ST-1. I BOLLARD LR-1 [ - R l� LU BOLLARD . FIUGOR RST FIRST F 100'-0" 100'-0" 107B 107A -- 104A ipgg 109A MCA A g AC-1 01 NMY MCM-2 +.. A302 A301 M-1 A302 MCM-2trt/q {fy5�(yl$ GARAGE DOOR TOMMY PROVIDED, CONTRACTOR INSTALLED QUOTE:15334 ST-1 GARAGE DOOR TOMMY PROVIDED, KNOX BOX BEYOND MBER:0 CONTRACTOR INSTALLED 4 EXIT END ELEVATION r� ENTRY END ELEVATION TAG MATERIAL MANUFACTURER DESCRIPTION COLOR SUPPLIED BY A101 1l8" g101 1/g"=1'-0• ST-1 STRUCTURALSTEEL R.B.I. RAL 3003 TOMMY MP-1 PROFILED ALUMINUM METAL PANEL ATAS ATAS7.2BWR360SELVEDERE SILVERSMITH G.C. ARL MP-2 PREFINISHED METAL PANEL DRI-DESIGN 3TAO"PANEL SIZE BRITE RED COLOR WELD 500 G.C. AB-1 PREFIN.ALUM.ACCENT BANDING ATAS ATAS FLAT SHEET BLACK G.C. PC-1 PREFIN.ALUM.PARAPET CORNICE REYNOLUX BRIGHT SILVER METALLIC G.C. NOTE:ALL RIBBED PANEL ACCENT(MP-1)SHALL BE CRIMP CURVED AT M-1 SPLIT-FACE CMU CONSUMERS 4"VENEER SPLIT-FACED ASH G.C. CURVED FACE OF TOWERS AND SHALL HAVE MITERED CORNERS. SCOTr NO CORNER TRIMS.NO EXCEPTIONS MC-1 PRECAST STONE MASONRY CAP MATCH CMU COLOR G.C. p s FCP-1 ARCHITECTURAL BLOCK NICHIHA FIBER CEMENT PANELS IB"Hz72'W GRAY G.C. 1 On• MCM-1 PREFIN.ALUM.COMPOSITE PANELS LAMINATORS LAMINATORS OMEGA SERIES SUNSET RED G.C. IO MCM-2 PREFIN.ALUM.COMPOSITE PANELS CITADEL GLAZE GUARD EBONY G.C. It this document bsealetl and signed lnadigital AGi PREFIN.ALUM.CLOSURE CAPS TUBELITE TUBELITE200 SERIES CURTAINWALL CLEARANNODIZED G.C. or alecaonicRematandisreoemeatromsomeone other than the sealing professional identlried in SF01,SF02,SF03 INSULATED GLASS 1'INSULATED GLASS LOW-E CLEAR G.C. the documem,you must canted me sealing y� proassional in wdtirg 0 valldate authenddty of �, SF04,SF05 METAL PANEL INFILL 1"METAL PANEL INFILL BLACK G.C. me documern.me sealing prpresslonal disdaims DC-1 PREFINISHED ALUMINUM DOWNSPOUT COVER TOMMY ae—I andigneflumwith shallam not the liable for my liability associated wiN n where the z LR-1 LICENSE PLATE READER TOMMY BOLLARD STAINLESS STEEL TOMMY adrenticny of any d'gilal oraledronic seal or grature has not bee T 15 14 A3a T T T T T T O �037pC-1 ADDRESS NUMBERS a ISSUANCESnaalaaeainmiamanner. PC-1(BEYOND) T T T LED LIGHTING BAND BUlldln s shall have approved address numbers,or I I I 9 PP Permits and Construction ACRYLIC ROOF approved building Identification placed in a position that is MP-1 ACRYLIC ROOF SYSTEM T.O.PARAPET iW03/2018 BY TOMMY BY TOMMY MP 2 ipg'-0^Y plainly legible,visible from the street or frontage road ? 24"SIGNAGE(CHANNEL LETTERS)ON HIGH fronting the property and of a contrasting color(IFC `w T.O.PARAPETTOWERB FCP-1 FASCIA.FIR IDEDBYTOMMY,CONTRACTOR FASCIA TOMMY REVISIONS 505.1 . �w 1� AB-1 (INSTALLED. LOWERS BY TOMMY AB-1 N0. DATE DESCRIPTION z o MP-2 T.O.ACCENT TM ERA�, Address size is based on distance from center of the street: — - , _MP-1 2a-g' up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is 8 - - -= - - �� _ 8.0.AccEKrTOwERA�, in.,151 to 200 ft.is 10 in.and greater is 12 in.,IFC 505.1. j 8 T.O.PARAPET(FLAT FRONT) wy4 i i i 11TA" FASCIA TOMMY PROVIDED d AB-1 In an effort to be consistent with other buildings being built in FILE NUMBER 81310056 w 5 AND INSTALLED. -_- the area,I am requiring you to place the address numbers PROJECT MANAGER S.MARKS �` ---- _- on the upper right side of the building that faces the street. PAY CANOPY BY TOMMY PP g g PROFESSIONAL SDW g NOTE: — WASH DRAWN BY GBC 8 2�LDOWNSPOUTS PROVIDED AND INSTALLED BY G.C. -- , w a ENCLOSURES DC-1 PROVIDED AND INSTALLED BY TOMMY A / / MP-2 CHECKED BY SDW ¢ MC-1 MC-1 { - -. •a... — _ M-1 3 LL o� FO z SF02 0 FO SFO 0 FO 0 FIRST FLOOR 108 - -- FIRST w a 100 g m - MC-1 "—D.S.(DC-1) CURTAINWALL FRAMING (DC-1) CLEAR ANOD.FINISH D.S.( ) M-1 w ggpg EXTERIOR ST-1 A304 ELEVATION M.1 ELEVATIONS A101 MC-1 A201 I I I I I J I I I I I s A301 SEE FRAMING PLANS — FOR HSS SIZE T.O.PARAPET A. _ —SPRAY ON AIR AND WATER - 128'-0" lei/ (1)LAYER OF 3l4"COX PLYWOOD - RESISTANT BARRIER - _ — T.O.S.TOWER A h OVER SUBSTRATE SHEATHING OVER METAL STUD FRAMING AND 2 1-1/7 RIGID INSULATION BEHIND 3' WOOD BLOCKING —METAL PANEL SYSTEM WITH ALUM METAL PANELS(TYP.) A121 ROOF LAP SEALANT AND CLOSURES AT TOP AND BOTTOM PER A� V-6314' ROOF MEMBRANE FLASHING MFGRS.DETAILS W EXTEND M8"METAL STUD AT 16" AS REQUIRED I III O.C.ATTACH TO STRUCTURE WITH V-4112- I. —1-1/2"RIGID INSULATION WITH SPRAY ON AIR AND WATER STIFF CLIP 2X4 WOOD BLOCKING VERTICAL 1-112"T FURRING CHANNEL RESISTANT BARRIER AT 24"O.C.(TYP) OVER SUBSTRATE SHEATHING —- - .- MEMBRANE CONTINUOUS HSS COLUMNS BEYOND UP AND UA . UP NO OVER TOP OF WALL 2X8 WOOD BLOCKING PROFILED METAL PANEL SYSTEM w " CONTINUOUS,TOP CUT TO —PREFINISHED.050 ALUMINUM Ill RIGID AND TAPERED ROOF ON 1-1/2'RIGID INSULATION WITH a MATCH SLOPE OF PLYWOOD BELOW BAND WRAPPED OVER `O i VERTICAL 1-i12"'T'FURRING 3I4"WOOD CAP PLATE INSULATION WITH MEMBRANE w „r T.O.S. 2X8 BLOCKING CUT AT 15 il2" PAINT ROOFING SYSTEM ON 1-1/2"METAL ROOF z --_ = DEGREE BEVEL ON 1-112"'Z' CHANNEL AT 24'O.C.(TYP.)AND DECK 18 GA.8"METAL STUD FRAMING A. 4 FURRING ALUM.CLOSURES AT TOP AND AT 16"O.C.WITH 6'FOIL FACED FIBERGLASS W w BOTTOM PER MFGRS.DETAILS BATT INSULATION - ¢ . 2" 4" DRIP CAP 8" it �—ALUMINUM FLASHING W/DRIP EDGE 0 g 3-5/8"METAL STUDS AT EXTEND OVER TOP OF BREAK METAL 20 GA.3.5/8"METAL STUDS - 2-112"18 GA.METAL STUDS 'I'I ACCENT BAND AS SHOWN CONT, AT 18"O.C.WI518'GYPSUM DECK TOWER A AT 18"O.C.AROUND PERIMETER 16"O.C. FLASHING VERTICAL UP FACE OF WALL BOARD ON EACH FACE B.O.� OF PARAPET TO CONCEAL EXPOSED 518'COX PLYWOOD MIN.3" (PAINTED) - HSS COLUMN WRAP CDX PLYWOOD WITH� — - �� 5 �` PROFILED METAL PANEL SYSTEM 4MM MCM-TUCK UP BEHIND ON 1-1/2"RIGID INSULATION WITH SEE FRAMING PLANS CAP FLASHING AND DOWN VERTICAL 1-i12'"2"FURRING I FOR HSS SIZE BEHIND RIGID INSULATION r, — T.O.ACCENT TOWER A h CHANNEL AT 24"O.C.(TYR)AND l - ALUM.CLOSURES AT TOP AND PREFINISHED.050 ALUMINUM BELOW 120$" HSS COLUMN BEYOND BOTTOM PER MFGRS.DETAILS BAND WRAPPED OVER 2%8 FASTEN STUD INTO HSS iXi WOOD BLOCKING CONTINUOUS BLOCKING CUT AT 15 DEGREE BEVEL STRUCTURAL MEMBER PROFILED METAL PANEL SYSTEM ��yy�� 7 W SEE R F ON 1-112 Z FURRING S REFLECTED CEILING PLAN ON 1-i12"RIGID INSULATION WITH OFFICE MEZZANINE FOR MATERIALS B HEIGHT - _ VERTICAL 1 112'"T FURRING t BACKER ROD AND SEALANT 109'-0 METAL SYSTEMCHANNEL AT 24"O.C.(TYP,)AND IN ULATI NABOVEROOFLBATT _ _— CLOSURES AT TOP BOTTOM COLOR TO MATCH METAL PANEL 1-112"RIGID INSULATION BEHIND \ Q INSULATION ABOVE ROOF LINE METAL PANELS(TYR) CLOSURES AT TOP AND BOTTOM PER _ ALUM.CLOSURES AT TOP AND M SYSTEM WITH MFGRS.DETAILS � BOTTOM PER MFGRS.DETAILS 12"MIN. METAL PANEL S S ALUM N CLOSURES AT TOP AND BOTTOM PER - ----SPRAY ON AIR AND WATER ( \ - 2X BLOCKING ATTACHED TO MFGRS.DETAILS VERTICAL RIGID INSULATION WITH O HSS STRUCTURAL MEMBER I RESISTANT BARRIER VERTICAL 1-112"'Z'FURRING CHANNEL SUSPENDED \ 1-112'RIGID INSULATION WITH - OVER SUBSTRATE SHEATHING AT 24"O.C.(TYP) ACOUSTICAL i 3-N8"METAL STUDS AT 16" f A VERTICAL 1-1/2"'Z'FURRING CHANNEL CEILING PANEL O.C.WITH DIAGONAL V AT 24"O.C.(TYP) BRACING,518'GYPSUM N BOARD ON EXTERIOR FACE — B.O.ACCENT T (PAINTED) _ 117-8 W TYPICAL CORNICE AT TOWER A PARTIAL EXPOSED a 4n z 6 COLUMN METAL PANEL ACCENT BAND TOP FLASHING DETAIL AT METAL PANEL 4 ACCENT BAND BTM.FLASHING DETAIL AT METAL PANEL STAIR GUARD DETAIL A301 A301 1 1/7=1'-0' A301 3"=1 o-0" A301 3"=1'-0" A301 314"=1'-0' - ��.L r z _ w X W 2 z Q N ¢ N W -1-112"RIGID INSULATION WITH 3 s 2 VERTICAL 1-112-7 FURRING � t, CHANNEL AT 2C O.C. )0VER TYP. S LL ( Q G O- AIRBARRIERONSIB'CD%PLYWOOD C� LU N 5 GJ J NOTE: 1,100LNFTOF4"X14GALL 4 3 2 Fees- GLAVANIZED FLAT STRAP TO BE SUPPLIED BY G.C. O w 0 I I � A303 �� T 7 1 - —METAL PANEL SYSTEM WITH ALUM �y A301 I I PARTIAL EXPOSED HSS COLUMN I _' CLOSURES AT TOP AND BOTTOM PAINTED TO MATCH WALL COLOR- -- PER MFGRS.DETAILS CAR WASH SYSTEMS OVER FLOW SCUPPER (10)TREADS AT 11'=9'-2"I i -- II i .- QUDTE:15334 T.O.PARAPETi__OWERA h 3 VERSION NUMBER:04 PON ' 128'-0-0' - - - T.O.S.TOWERA h A301 OFFICEIAU NINE LICENSED 10�11314^ ARCHITECT o AR-984764 1 �J LI I B. .D DECK 0 EC OWER A • — N _ - - - _ --STEEL PAN STAI PROVIDED BY T.0_ACCENT TOWER A AND INSTALLED Y TOM MY WASH _ - I CONCRETE INFI L BY G.C.1-1/2'DIA. - SCOTT t PIPE HANDRAIL FFIC EZZANINE sr 0 0 —18 GA.6"METAL STUD FRAMING B.O.ACCE�NT TOWER A ..I AT 16'O.C.WITH 6'FOIL FACED IL FIBERGLASS BATT INSULATION CS' _ + U 11" 1'-0' - If this document Is sealed and signed Ina dlgR l _ or elBmric formed and is rehi from someone other than the sealing gullies onal Identified In - the document you must wntact the e99llng the cl looal In endng to g profs sionalauthenticity of 0 .. the document Tnatsealing shape not lable for I the Seel and signature end shell not be liable for anyinibill aseociebdwithitwherethe g aathemealy of any dlgdel creleatmnb reel or l signature has not been vallaared In this manner. — OFFICE ME. ZZANINE Is b J PREFABRICATED STEEL $- - 1oB'-11314" STAIR BY TOMMYS -- ISSUANCES 5 ll 9 Permits and Construction pg ' § A305 10/03/2018 1 0' PREFINISHED METAL CLOSURE y AT BTM.OF METAL PANEL REVIS IONS 101 I I NO. DATE DESCRIPTION s� 5I8'GYP.BD.ON INTERIOR SIDE OF / WALL VENEEO.C.WITH HORZ. GAP TIES Li CONCRETE SLAB WI VAPOR BARRIER FILE NUMBER 81310058 5 _ FIRST FLOOR - ICAL OVER COMPACTED GRANULAR FILL y PROJECT MANAGER S.MARKS _ °" 100 0 STRUCTURA OOR SLAB PLAN BUILDING RIGID INSULATION OVE CHECKED BY L SOW 8 TREADS AT 11"=5'-8' 3'-0" -I PLYWOOD ON 5I8'CDX R _ 1 F FLOOR '' PROFESSIONAL SOW " DRAWN BY GBC O 2'RIGID INSULATION ON INSIDE _ C LANDING FACE OF ALL EXTERIOR q FOUNDATION WALLS ACROSS - — @ D PERIMETER AND UNDER SLAB FIRST FLOOR A303 A 100-0' 10 w EXTEND RIGID INSULATION A305 TO TOP OF FOOTING -- I' 10' BUILDING SECTION TOWER A AT STAIR STAIRWAY TOWER A — —SEE FOUNDATION PLAN FOR A1o1 va'=r-o' L Aao1 vz=r-o' BUILDING AND FOOTING AND FOUNDATION WALL SECTIONS 1 WALL SECTION AT STAIR TOWER A n As01 314"=1'-0" A301 J I I I I 1 NOTE: ^ WALL IS TO EXTEND TIGHT TO W STRUCTURE ABOVE T V $ _ F PANEL AT PANEL BESIDE HSS PANEL CENTERED ON HSS PURLIN STRUCTURE STRUCTURE ACRYLIC ROOF PANEL ACRYLIC ROOF PANEL ACRYLIC ROOF PANEL BYTOMMYS BYTOMMYS BYTOMMYS NOTE: ROOF SYSTEM PURLIN a • WALL IS TO EXTEND TIGHT TO BY TOMMYS STRUCTURE ABOVE ROOF SYSTEM PURLIN �/�■ U CHANNEL BY ti HANNEL BYTHESSTRUCTURE BYTOMMYS y PVC PANEL MFR. z NEL MFR. ^_ e PVC WALL PANEL HSS STRUCTURE BYTOMMYS W w SYSTEM BYTOMMYS_/ YTOMMYS y U-CHANNEL BY PVC PANEL MFR U � PVC WALL PANEL x o SYSTEM O a = m 2.25 PVC WALL PANEL TO z EXTEND TO ROOF Q o z 4 FRAMING ABOVE a A302 24'-0' r 7-6" 4 00 jj / // / BY TOMMY WASHACRYLIC ROOF MIRROR PROVIDED BYTOMMYS O MIRROR BY TOMMYS N v I / INSTALLED BY G.C. 0 h' INSTALLED BY G.C.ATTACH MIRROR To UNI-STRUT UNISTRUT FASTEN TO LOCATED ON BACK SIDE , m STEEL STRUCTURAL /� COLUMNS EACH END 2.25'PVC WALL PANEL V TO EXTEND TO ROOF FRAMING N ABOVE 15 SHEATHING,MCM PANELS HSS STRUCTURE U-CHANNEL TOP AND ACRYLIC ROOF SYSTEM AND PVC PANELS TO uj 5 DRYER ROOM MIRROR WALL TERMINATE AT UNDERSIDE Z ?p BY TOMMYS BTM I-CH N PVC PANEL ap BY TO C R A101 1/4"=T-0' (BEYOND) OF PURLIN LLl C7 /\ rn SHEATHING,MCM PANELS U) W 2' CONTINUOUS SEALANT ALONG AND PVC PANELS TO = 2 CONTINUOUS SEALANT BOTTOM OF PVC WALL PANELS TERMINATE AT UNDERSIDE N c ALONG BOTTOM OF PVCf�7 BOTTOM TRACK(TYPICAL EACH SIDE) OF PURLIN j w WALL PANELS `-STRUCTURAL FRAME BOTTOM TRACK(TYPICAL BY TOMMY 1/2'EXTERIOR GRADE U EACH SIDE) PLYWOOD W/FULLY ADHERED VAPOR BARRIER INSTALLED V p OVER FACE WITH 1/2'EXTRUTECH } w U) PANELS INSTALLED ON INTERIOR 6"16 GA.METAL STUDS 4 EXTRUTECH WALL PANEL MIRROR ATTACHMENT EXTRUTECH PANEL DETAIL SURFACE AT 16^D.D. O _ A302 3/4"=,'-0' 3 A101 3I4"=,'-0" 0 0 U? 5/8'CDX PLYWOOD SHEATHING STRUCTURAL FRAME AT W1 AIR BARRIER AND 114'MCM OHD BY TOMMYS PANEL INSTALLED OVER SURFACE AIRLIFT XRS ELITE DOOR 6"FOIL-FACED FIBERGLASS BATT TOMMY g _3„ SUPPLIED BY TOMMYS INSULATION CAR WQ$H5157EM$ QUOTE:15334 NOTE: VERSION NUMBER:04 ALL SUBSTRATE SHEATHING INTERIOR 16 15 14 13 12 11 1 OR EXTERIOR FACE,MCM PANEL,PVC C D PANELS TO TERMINATE TIGHT INTO A3� A303 RADIUSED STEEL CHANNEL FRAME THRU WALL COW TONGUE LICENSED ARCHITECT' SCUPPER STRUCTURAL FRAME BY - AR•®84T54 —� T.O.PARAPET TOWER R.B h TOMMY 1 RADIUSED STEEL FRAME — — 8.0.DECK TOWER B BY TOMMYS PAINTED 121-10— 112' sco AS IL S R 00 t IIIL 1/2"PVC PANEL SYSTEM OVER T.O.ACCENT TOWER B h PLYWOOD BARRIER A VAPOR ES ON 1/,CDX SUBS w 1 ­7 _; = If this documents sealed and sgned in a dgAal 518'CDX PLYWOOD SHEATHING orale toot roimat and a mceved iromsomeone w� ACCENT TOWERS WI AIR BARRIER APPLIED amer tan the seeing professorial denuretl'n r r ,15'dY OVER EXTERIOR FACE Ne document you must contra Ne aeeling profeaa r ai n wnI rig to vaoaa a aaNemom or Ne seal an nt.The sealing profeaoerel declaims Na seal antl signature and shall not Da liable for any liability associated with itwhene the AIR BARRIER AND WATER authenticity of any dlgnal areledronlc earl or a natare hasn of been valitla[etl In this manner. RES ISTANT BARRIER q —6'FOIL-FACED BATT. ISSUANCES ALUMINUM COMPOSITE FIBERBGLA83INSULATION a Permits and Construdon PANELS REFER TO EXTERIOR -`{- " ' I I ELEVATIONS FOR COLOR 10/03/2018 L REVISIONS 7 WIDE ALUMINUM cdc FRAMING AT 160.C.D NO. DATE DESCRIPTION ' I a FINISH CAP METAL FLASHING ATTACHED T FILE NUMBER 81310056 - 1 ° e t - 5/8"CDX PLYWOOD.LAP VAPOR 2"RIGID INSULATIONSTAINLESS STEEL PROJECT MANAGER S.MARKS a _ _ FIRSL�_LOOR� BARRIER OVER FLASHING. AT PERIMETERCLOSURE 10p-0V PROFESSIONAL SDW 7 RIGID INSULATION DRAWN BY GBC —Tj FIRST FLOOR coeT FL00Rh CHECKEDBY SDW JOU 2'X 24'RIGID INSULATION AT PERIMETER WITH CHAMFERED �4MN TOPSEE STRUCTURAL DRAWINGS 2'-0"MIN. 707-0"MIN.A303 FOR FOOTING AND FOUNDATIONINSULATION INSUINSULATION EXTEND RIGID INSULATION a TO TOP OF FOOTING EXTEND RIGID INSULATION g z w TO TOP OF FOOTING �= OVERALLBUILDINGSECTION WALL SECTION AT ENTRY WASH TUNNEL BUILDING AND R DRYER EXIT END WALL WALL SECTIONS AlV. 1/4"=1'-0" A101 A302 3/4"=1'0" A302 J I I I I C CA T NOTE: INVERT CURTAINWALL FRAME AS — SHOWN TO LONG FRAME EXTENSION T.O.PARAPET TOWER A SLOPED STEEL COLUMNS TO THE OUTSIDE 1- 2, ;AR T.O.PARAPET T1Vl lR h (BY OTHERS)-PAINTED � CONTINUOUS SEALANT CURTAIN WALL EDGE OF FOUNDATION WALL BELOW #T.O.S.TOWERA _T.O.S.TOWERA h ALUMINUM WINDOW SYSTEM TO AT METAL FLASHING EDGE SYSTEM 1�' " L 12� W MATCH SLOPE OF COLUMN SEE FRAMING PLANS SPLIT FACED CMU VENEER ro $ 61/2' SEALANT I � A304 FOR HSS SIZES I E 1`/1 E CAST STONE SILL W/ ANGLED SHIM DRIP EDGE 1-112"RIGID INSULATION APPLIED VERTICAL FACE OF CONCRETE KNEE WALL - EXTEND CONTINUOUS 6 CONT.BACKER ROD AND SEALANT E' EPDXY FLOOR SYSTEM A304 J $' JOINT ALONG EDGE OF COLUMN UP WALL AND UNDER MASONRY TIE (BOTH SIDES) 4'SPLIT-FACED CMU ° STOREFRONT MULLION METAL PANEL SYSTEM WITH ALUM / VENEER WI VAR GAP - REFER TO STRUCTURAL CLOSURESAT TOP AND BOTTOM PER �— T - FOR CONCRETE CURB MFGRS.DETAILS _ u/'\. 1-1/2"RIGID INSULATION a - — z INSULATED GLAZING PANELAT CURTAIN WALL 6 1/2"-1 " 1-112'RIGID INSULATION WITH RIGID AND TAPERED ROOF w 5 WASH BAY STOREFRONT BASE DETAIL SPLIT FACE INSULATION WITH MEMBRANE /� w -- VERTICAL 1-i12"'Z'FURRING CHANNEL ROOFING SYSTEM ON 1-1/2' - ap c, A303 1 112"=1'-0" — -- - AT 24"O.C.(TYP) - METAL ROOF DECK E Y - w rr v ' NOTE: � LN FT OF 4"X 14 GA GLAVANIZED w o 1 1l2" 41I4 FLAT STRAP TO BE SUPPLIED BY G.C. cr -- 6'FOIL FACED FIBERGLASS BATT IQ' 1 112' 1/2" v - LATION ABOVE ROOF LINE a w \ INSU (12"MIN.) w z - Bh O.DECKTOWERA _ O y 1 122�-0„ E.G..DECK TOWER A 1-1/2'RIGID INSULATION '�L\ �� - - 12Zi " z "\ �? PROVIDE BOND BREAKER 5 o AROUND COLUMN OL 4"SPLIT-FACE CMU WITH FLASHING 1 FLASHING 2 _ A301 a 1"AIR GAP SLOPED STEEL COLUMN (BY TOMMY WASH) T.O.ACCENT TO A CAVITY MORTAR MESH — ih .O.ACCENT FLASHING TOWERA — EPDXYFLOOR FINISH TO EXTEND UP Y = 12 co FLEXIBLE FLASHING FACE OF CONT.BUTYL AT LAP JOINT AT COL DECK D INTO OPENING BY ME TOMMYSTALROOF OPENING AT COLUMN METAL FLASHING PROFILE 6 I - - FLASHING 1 COLUMN FRAME LINE C PROFILED METAL PANEL SYSTEM VERTICAL HEAD JOINT(BLACK) (CRIMP CURVED)OVER 1-1/2"RIGID WEEPS POLYPROPLENE INSULATION WITH VERTICAL 1-ill"Z' CURTAIN WALL SYSTEM PLAN DETAIL AT WASH TUNNEL SPLIT-FACE CMU '^ CELLUAR VENT.LOCATED - FURRING CLOSURES AT O.C.AND I METAL FLASHING PROFILE 1 BOTTOM PER MFGRS.DETAILS OVER '^ EVERY 1fi" ^ VENEER WITH ALUM CLOSURES AT TOP AND v, FIRST FLOOR,r, _ BACKER ROD AND SEALANT �F A303 1 112"=T-0" AIR BARRIER ON 5/8"CDX PLYWOOD CAST STONE SILL -CONT.BUTYL AT LAP JOINT uj REFLECTED CEILING B.O.ACCENT TOW�ERA CONCRETE KNEE WALL -METAL FLASHING PROFILE 2 PLAN FOR CEILING TYPES i1T'8'Y y N p B AND MATERIAL 4 6"16 GA.METAL STUD BOX Lu a C9 ACRYLIC ROOF SYSTEM AND STEEL HEADER-TYP. A301 H ` ' Z PURLINS PROVIDE BY TOMMYS _ � 'Y` c/2� PROFILE 6 - --METAL PANEL SYSTEM WITH ALUM "_ BOTTOM COURSE PREFINISHED ALUMINUM GUTTER _ CLOSURES AT TOP AND BOTTOM PER N W GROUTED SOLID BELOW MFGRS.DETAILS C3 SYSTEM PROVIDED BY T - = Z OMMYS FLASHING METAL HEAD FLASHING 1-112'RIGID INSULATION WITH � cn Q RETURN GYP.BOARD VERTICAL 1-1/2"•Z'FURRING CHANNEL Q w PREFINISHED ALUMINUM FRAMED AT ALL WINDOW OPENINGS - AT 24"O.C.(TYP) ZZ G.C.INSTALL(5)1"DIA.ELECTRICAL WINDOW SYSTEM 1'INSULATED GLASS HEAD AND JAMBS NOTE: U CONDUITS REFER TO C TYP.FLASHING AT WASH BAY CURTAINWALL-SF CMU ELECTRICAL DRAWINGS INSIDE 1,10E LN FT OF 4"X 14 GA Q C @_2P.WALL BASE FLASHING GROUTED COURSE GUTTER VOID o C) GLAVANIZED FLAT A303 3'=1'-0" 3-1-0" o - TO BE SUPPLIED BY G.CC.. w _ o Q o� U �� ALUMINUM LOUVERS PROVIDED - 0 LU B.3 B B.7 2 CAA ( p ) 1 BY TOMMYS = A302 A303 A3E1 Y A303 SILL ATAO WINDOW LOCATIONNATE �� T.O.PARAPET TOWER A WMMY CAR W4SH5157EM5 _ _T.O.S.TOVvERA/, _ _ 15334 i2rt� 5/8'GYP.BD.ON INTERIOR FACE OF WALL VERSION NUMBER:04 5l8'GYP.BOARD I I I I I I — I — — SEE FRAMING PLANS FL PLYWOOD DECK SUB _ FOR HSS SIZE FLOOR LICENSED B.O..DECK TOWER A ARCHITECT OFFICE MEZZANINE AR gea754 122'-0" OFFICE MEZZANINE — — T.O.ACCENT TOWER A 10 — Y _ — I — 12" 109'-113/4" PVC WALL PANELS OVER A302 112'MARINE GRADE PLYWOOD 8 PAY CANOPY STRUCTURE,FASCIA, 1 B.0_ACCEN--TTMWE h VAPOR BARRIERSECUREDTO6"20ga. SOFFIT AND GUTTER SYSTEM BY I 1� METAL STUD FRAMING AT I6"O.C. TOMMY'S • I I I If this bocumanc is sealed ana signea ins agnei STRUCTURAL FRAMING I, or ekcbonkformat aiM oreceives from other Man Me sealing proksslonal itlentihe0 in ne INVERT CURTAIN WALL FRAME AS SHOWN BY TOMMYS SEE REFLECTED CEILING PLAN Ma comment,you must wnkd Me seeing \ I L FOR CEILING TYPES AND MATERIAL NOTE: TO LONG FRAME EXTENSION TO TO OUTSIDE 11 professional in wining to vaiicate auMenticiry,of DOWNSPOUT TO BE PROVIDED 18 GA.6'METAL STUD A305 Me document The sealing professional a'eclaims \ AND INSTALLED BY G.C. SEE REFLECTED CEILING the seal and signature and shall not be liable for BOX HEADER-TYP. z CURTAIN WALL SLOPE TO FOLLOW PLAN FOR CEILING TYPES any liability asairmen door sociated wiM it whom the pco OFFICE MEZZANINE AND MATERIAL signature has not been aiitlatetl m or nMHs manner. h gn 109-ii DOWNSPOUT ENCLOSURE STEEL COLUMN SLOPE(TYP.) RETURN GYP.BOARD AT LL 1 # PROVIDED AND INSTALLED OF WINDOW OPENINGS PROVIDE METAL FLASHING DRIP AND JA BY TOMMYS REFER T i Y A305 I I I I I 0 EXTERIOR ELEVATIONS EDGE OVER ENTIRE WINDOW ISSUANCES FOR STOREFRONT FRAMES - To MATCH ALUM.S.SILL EXTENSION ALUMINUM SLIDING WINDOW WIDTH Permits and Construction TO MATCH ALUM.STOREFRONT FRAME SYSTEM FRAME(BOTH SIDES) PREFINISHED ALUMINUM WINDOW SEALANT AROUND PERIMETER OF t010312018 SYSTEM WITH CONT.BACKER ROD FRAME BOTH SIDES 8 SEALANT AT ALL EXPOSED EDGES $ I I 5 (BOTH SIDES OF FRAME) 314"PLYWOOD W/PLAM SILL METAL FLASHING TO MATCH REVISIONS A303 ANGLED SHIM WINDOWFINISH NO. DATE DESCRIPTION I 12 w \ EXTEND EPDXY FLOOR FINISH R CAST STONE SILL UP TO TOP OF WALL 1/2' A305 w a I \ 5l8"GYP.BD.ON INTERIOR FIRST FLOOR h 5 10 FACE OF WALL 4'SPLIT FACED CMU WITH HORZ 1d12"RIGID INSULATION OVER WALL TIES AT 16"O.C.WITH 1"AIR FILE NUMBER 81310056 CONCRETE SLAB REFER TO METAL STUD -'�— - i6'O.CSWITH OFACED FRAMING B RGLASS GAP g CONCRETE WALL FACE STRUCTURAL PROJECT MANAGER S.MARKS L —� 4 BATT.INSULATION PROFESSIONAL SOW 1-i12"RIGID INSULATION OVER BUILDING WRAP ON 5/8"CDX PLYWOOD w? - -- I A3g3 4"SPLIT-FACED CMU VAPOR BARRIER DRAWN BY GBC FIRST FLOOR CONCRETE SLAB WI VAPOR A - - CHECKED BY SOW - VENEER W/1"AIR GAP IINE r BARRIER UNDERNEATH - 10 LL 'm y FLASHING AND WEEPS - RIGID INSULATION REFER TO STRUCTURAL UNDER SLAB A305 i y U' 2"RIGID INSULATION ON INSIDE 3 " FACE OF ALL EXTERIOR CONCRETE CURB SEE CIVIL SITE B A GROUT BOTTOM COURSE FOUNDATION WALLS ACROSS DRAWINGS SOLID BELOW FLASHING A302 A301 EXTEND RIGID PERIMETER AND UNDER SLAB FIRST FLOOR — _� W w A303 - TOP OFTFOOT FOOTING 1 - FIRST FLO01 OR z� filln, i SEE FOUNDATION PLAN FOR BUILDING AND FOOTINGS AND FOUNDATION WALLS n BUILDING SECTION TOWER A r� WALL SECTION AT WASH TUNNEL EXTERIOR @__WALL SECTION AT WASH BAY TOWER A WALL SECTION AT CASHIER WINDOW TOWER A WALL SECTIONS 101 1/4"=1'-0" J A101 3/4"=1'-0" A303 3I4'=1'-0" A303 3/4'=1'-0" I A303 J I I I I I 1 1/2"RIGID INSULATION WITH 1 1/2' GALV.2 FRAMING AT 24"O.C. PROFILED METAL PANEL SYSTEM ON 1 A 8 1l2"RIGID INSULATION WITH VERTICAL 1-1/2"'Z'FURRING CHANNEL AT 24"O.C. 6 6 (TYP.)AND ALUM.CLOSURES AT TOP ,III AND BOTTOM PER MFGRS.DETAILS A304 A304 g PRIER NISHED METAL TRIM TO MATCH METAL PANEL(TOP& BOTTOM) T.O.PARAPET TOWER B —g•FOIL FACED FIBERGLASS c. ROOF LAP SEALANT AND T.O.PARAPET TOWER�B ROOF MEMBRANE FLASHING � _ Y AS REQUIRED (1)LAYER OF 3/4"CDX PLYWOOD ill / WEEP HOLE IN CLOSURE T.O.S.TOVvER B BATT.INSULATION ABOVE 124'-0" OVER METAL STUD FRAMING AND ? $— ' - - ROOF LINE(12'MIN.)_�1 T_O.S.TOWERS 1P 2X4 WOOD BLOCKING 1'-31/4' WOOD BLOCKING ALUMINUM FLASHING WI DRIP EDGE I I 518'CDX PLYWOOD CONTINUOUS 1,2. EXTEND OVER TOP OF AS SHOWN CONT.AK FLASHING /� e EXTENDACH METALSTUDAT IT TAL ACCENTBANDASSHOWNLL MIN FLASHING _ 2-1/2"18 GA.METAL STUD U • M a_ A W D BLOCKINGO.C.ATTACH TO STRUCTURE WITH VERTICAL UP FACE OF WALL MIN.3' CONTINUOUS,TOP CUT SLOPE STIFF CLIP - _ AT 16"O.C.AROUND PERIMETER TO MATCH SLOPE OF PLYWOOD 314'CDX PLYWOOD OVER _ =OF PARAPET B 0 DECK TOWER B w EXTEND MEMBRANE ROOFING 6' 2x PRESERVATIVE TREATED �i12— - B.O.DECKZOVrER B/� ■ cp UP AND OVER TOP OF WALL WOOD NAILER —METAL PANEL SYSTEM WITH ALUM METAL PANEL SYSTEM WITH - ALUM CLOSURES AT TOP RIGID AND TAPERED - A � SEE TOMMY WASH DRAWINGS CLOSURES TOP AND BOTTOM PER w � FOR FLASHING AND TRANSITION AND BOTTOM PER MFGRS. INSULATION WITH MEMBRAJE � MFGRS.DETAILS FROM ACRYLIC ROOF TO WALL DETAILS ROOFING SYSTEM ON 1-i12' MEMBRANE SEAL OVER D.5 PANEL SYSTEM 1-112'RIGID INSULATION METAL ROOF DECK II 11 1-1IT RIGID INSULATION WITH FLASHING AND WALL a DRIP CAP �_ WITH VERTICAL 1-1/2"ZT VERTICAL 1-1/2"'Z'FURRING CHANNEL PVC WALL PANELS OVER 1/2"CDX FURRING CHANNEL AT 24' - AT 24'O.C.(TYP) EXTEND MEMBRANE w i6"O.C.ETAL STUDS AT PLYWOOD W/VAPOR BARRIER O.C.(TYP) _ NMI ROOFING UP AND OVER (TYP.) NOTE: - 1,00 LLN FT OF 4"X 14 GA GLAVANIZED TOP OF WALL e 8- 1,100 LN FT OF 4"X 14 GA FLAT STRAP TO BE SUPPLIED BY G.C. MEMBRANE ROOFING OVER a 5/8"CDX PLYWOOD GLAVANIZED FLAT STRAP 3l4"CDX PLYWOOD ON 3 5/8' SEE TYPICAL METAL COPING o. @__ACCENT BAND TRANSITION AT ACRYLIC ROOF TO BE SUPPLIED BY G.C. I SLOPED METAL STUD FRAMING SPLICE DETAIL-2/A121 WRAP CDX PLYWOOD WITH 4MM MCM- � 1 1/T=1'-0' S II II 8"HIGH BREAK METAL ACCENT AT 16"O.C. TUCK UP BEHIND CAP FLASHING AND BAND ABOVE METAL PANEL AL PIECE PREFINISHED W �SEE FRAMING PLANS A301 PACK VOID WITH FIBERGLASS ALUMINUM FASCIA WITH FOR HISS SIZE INSULATION HOLD DOWN DOWN BEHIND RIGID INSULATION - T.O.ACCENT TOWER B h _ T.O.ACCENT TOWER B _ II II \ � T.O.ACCENT TOWER B h � O �r FRONT" 1X1 WOOD BLOCKING CONTINUOUS PROFILED METAL PANEL SYSTEM T.O.PAAPET FLAT FRONT N BACKER ROD AND SEALANT PROFILED METAL PANEL OVER 1-1/2"RIGID INSULATION WITH 117-7314 A COLOR TO MATCH METAL PANEL -` SYSTEM(CRIMP CURVED)ON III VERTICAL 1-1/2"Z FURRING LECTRON LED LINEAR VLF _ 6'FOIL FACED FIBERGLASS BATT o 1-1/2"RIGID INSULATION WITH li- CHANNEL AT 24'O.C.(TYP.)WITH LIGHT RED METAL PANEL SYSTEM WITH ALUM _- INSULATION ABOVE ROOF LINE w T1-112"DIA.PIPE GUARDRAIL VERTICAL 1-1/2""Z"FURRING ALUM CLOSURES AT TOP AND ///y///,��� CLOSURES AT TOP AND BOTTOM PER (12"MIN.) PAINTED.(TYPICAL) CHANNELAT 24'O.C.(TYN BOTTOM PER MFGRS.DETAILS ACRYLIC ROOF AND 'w MFGRS.DETAILS AND ALUM.CLOSURE SAT TOP OVER AIR BARRIER ON 518'CDX METAL GUTTER SYSTEM FLASHING COLOR TO MATCH (�, AND BOTTOM PER MFGRS. VERTRIGIDINSULATIONWITH I; PLYWOOD BY TOMMYS CEMENT BOARD VERTICAL 1-i12"Z'FURRING CHANNEL � DETAILS III W AT 24'O.C.(TYP) ,�B.O.ACCENT TOWER B — �I III 4 M /� F_ 1 1116-4' W Lr� Z BAR STOCK KICK PLATE - III WHIGH BREAK METAL N _ CONTINUOUS ACCENTBAND VJ TYPICAL CORNICE AT CONCEALED COLUMN METAL ¢ 6 PANEL 2 Xi CDX PLYWOOD OVER N W FLOOR INE FLOOR AND PIPE GUARDRAIL VERT ALL GLASS6'FOIL BAIT FIBERINSULATION = Z 4 2X P.T.WOOD NAILER CONT. A303 11/T=1'-0" GLASS BATT.INSULATION (n //� Y MEZZANINE FLOOR GUARDRAIL VERTICAL A301 ACRYLIC ROOF SYSTEM BY TOMMY'S AROUND GUTTER BOX T.0_ACCENT FLAT( FRONTI 40 ? V�/ FRAMING BY TOMMY POSTS(6'-0"O.C.MAX.) 11�3 8 WELDED TO FACE OF HISS TUBE - Q Q o I' PROFILED METAL PANEL U TN.TE FBATT INSULA IORGLASS 6"FOIL FACED FIBERGLASS SYSTEM OVER I-1/2'RIGID Q li p GUARD RAIL IS SUPPLIED BY TOMMY'S BATT.INSULATION BATT.INSULATION INSULATION WITH VERTICAL U O- 1-1/2"2'FURRING CHANNEL 0 C6 REFER TO TOMMYS PROVIDED DRAWINGS - w AT 24"O.C.(TYP.)WITH ALUM Z FOR DETAILS "-_ t7 CLOSURES AT TOP AND O Q LL 112"PVC WALL PANEL OVER ^' BOTTOM PER MFGRS.DETAILS U Z ill'MARINE GRADE PLYWOOD OVER AIR BARRIER ON 5/8' O STRUCTURAL &VAPOR BARRIER SECURED TO - H r U F 6'18GA.METAL STUDS FRAMING CDX PLYWOOD GUARD RAIL DETAIL By TOMMYs AT 16"O.C.WI 1/2"CDX PLYWOOD ON STORAGE ROOM AND TOILET 6'z 20 GA.META STUD 5 1/2 CDXP L U A304 - LYWOOD - 1'0" ROOM FA II 0 FACE FRAMING AT 16 O.C. - B.0_ACCENT FLAT FIE s Y MMY WITH(1)LAYER OF 112- jip.g•9'' CqR Wa$�$�'/EMS 3f4"PLYWOOD SUB CDX PLYWOOD 314"CDX PLYWOOD OVER FLOOR BY G.C. 2XP.T.WOOD NAILER CONT. QUOTE:15334 A n B•3 B7 C D D.5 B E uq ipment Plattonn - k Tore B E ui men PI"— VERSION NUMBER:04 3314" _ 109'-6)-1 Dry Backroom PI A304 STRUCTURAL FRAME W HIGH BREAK METAL - �;, �, BYTOMMYS (2)LAYERS OF UT,7 ACCENTBAND LICENSED hl'Z I�ARAPET TOVVERB 2 I'l_i4 - CDX PLYWOOD ARCHITECT 'V _ _ L B 1 2-1/4"PVC PARTITION WALL o AR-9B4754 — ILTT g302 B.0_DECK TOWER B 3 5/8'x 20 GA.METAL STUD 1 I fl I 12110112`� = FRAMING AT I6"O.C.WITH(1) LAYER OF 1/2"CDX PLYWOOD SEE REFLECTED CEILING h T.O.ACCENT TOWER B I PLAN FOR MATERIALS - SfA 0u n L 118'-0" S. HEIGHT F RNO ' T.O.PARAPET_FLAT FRONT �� 02 11T-7 314'r � - I p• 7 B.O.ACCENT TOWER B I I dthls document a seabed aeq m 115'd' 5 _ sgned nadglml FIBER CEMENT BOARD or electronic formed and is received fmmaomeone wi A304 _ - other then the sealing prefm,onai 4enN'ea, T.O.ACCENT�LAT FRONT)i, _ - WITH SYSTEM CLIPS SECURED the document you must contact the sealing 113'-0-0" r g TO 711 VERTICAL HAT pmfmonalnwmngrovaldateauthenhcMof A305 CHANNEL FRAMINGAT 24"O.0 the document The sealing pmfeasonaitlscla disclaims le `,�- I I I I I I B.O.ACCENi�TFRONT1 i, - - the seal miofanamre and lo shall not b sal or �r OVER AIR BARRIER ON 518" t- FLASHING TO MATCH METAL CDX PLYWOOD SHEATHING eM fab�ity,easodated with iwfiere the A Tower B Eouipment Plattonn 110-8" emhe a or any digital or aged in tce one or g 10gP- 63/4' �Backroan P�lattorm� PANEL FINISH sgnature has not been validated nNls manner �- 10y'-6"Y Z' I o `� CAST STONE WITH DRIP ISSUANCES EDGE - p Pennita and Consrincrion ' I I FLASHING TO MATCH CEMENT 4"SPLIT-FACED CMU WITH _ BOARD FINISH 10/03/2018 HORIZ.WALL TIES AT 16' _ O.C.AND WA GAP OVER CAST STONE SILL AIR BARRIER ON 518,CDX REVISIONS PLYWOOD W1TH T-FACED WALL TIES TIES AT i6" WITH NO. DATE DESCRIPTION w I I I I WALL FLASHING - OVER COMPACTED GRANULAR F LAB N VAPOR ILL C.WIT H 1"AIR GAP BARRIER O. i S I WITH VERT.CELL VENTS REFER TO FLOOR SLAB PLAN 1-1/2 RIGID INSULATION OVER AT 24"O.C. STRUCTURAL PLYWOOD BUILDING WRAPON 5/8'CDX .@• 5 - _FIRST FLOOR 100'-0"`r A305 THRU WALL FLASHING FILE NUMBER 81310056 _ WITH VERT.CELL VENTS PROJECT MANAGER S.MARKS • FIRST FLOOR AT 24"O.C. .- ° FIRST FLOOR PROFESSIONAL SDW r I 100 \ _ FIRSf FLOOR i. $« a L _ y - - " 100-0' 100 DRAWN BY GBC w L J SEE FOUNDATION PLANS - SEE FOUNDATION PLANS FOR CHECKED BY SOW FORR OTING AND FOOTING AND FOUNDATION < m FOUNDATION WALLS WALLS LL rc� I 2"RIGID n INSULATION AT PERIMETER FOUNDATION 2'�' B � RIGID INSULATION AT z A302 WALLS.EXTEND INSULATION PERIMETER FOUNDATION �w TO TOP OF FOOTING WALLS BUILDING SECTION TOWER B �j�ALL SECTION EXTERIOR TOWER B WALL SECTION AT WASH TUNNEL TOWER B I WALL SECTION AT DRY BACKROOM EXTERIOR BUILDING AND A101 114^=1'-0" J A304 3/4"=1'-0" L A304 3l4^=1'-0" A304 3/4'=1'°" I WALL SECTIONS A304 J I I A305 I I I FIBER CEMENT BOARD WITH B 5/8" SYSTEM CLIPS SECURED TO 3 CAST STONE CAP,TYP. 17-0" CH GALV.VERTICAL HAT CENTERED ON CMU WALL 6"DIA.GALVANIZED CHANNEL FRAMING AT 24"O.C. STEEL BOLLARD;TYP. FIBER CEMENT BOARD WITH 48"HIGH. CAST STONE CAP,TYR SYSTEM CLIPS SECURED TO /� �. 7/8"GALV.VERTICAL HAT W 518"CDX PLYWOOD CHANNEL FRAMING AT 24'O.C. T ---------_ ---- 6'18 GA.METAL STUDS @16" 1. CAST STONE CAP,TYR O.C.W/FOIL FACED d FIBERGLASS BATT SINGLE MU SPLIT- INSULATIONS FACE CMU WALL; RE:STRUCT DWGS 5 ALUMINUM CLOSURE PIECE \�1"STAINLESS STEEL ANGLES AND - 6"18 GA.METAL STUDS 16' A305 COLOR TO MATCH CURTAIN WALL ^ SLEEVE BY TOMMY'S NGLES AND i"STAINLESS STEEL A O.C.W/FOIL FACED FRAME -- _ SLEEVE BY TOMMY'S FIBERGLASS BATT INSULATION 112'EXTERIOR GRADE PLYWOOD ALUMINUM CURTAI V W/FULLY ADHERED VAPOR 1/2'EXTERIOR GRADE PLYWOOD - A305 6 - DUMPSTER ENCLOSURE q WALL FRAME BARRIER INSTALLED OVER FACE W/FULLY ADHERED VAPOR BARRIER - 5/8'CDX PLYWOOD a zo zo GATE;REFER TO FRONT i WITH 112"PVC PANELS INSTALLED INSTALLED OVER FACE WITH 1/2' ELEVATION THIS SHEET FOR PVC PANELS INSTALLED ON ACRYLIC ROOF SYSTEM AND STEEL B ■ ADDITIONAL INFORMATION x ON INTERIOR SURFACE INTERIOR SURFACE PURLINS PROVIDE BY TOMMYS O V w PVC CLOSURE PIECE ALUMINUM CLOSURE PIECE A_ m HSS COLUMN HSS COLUMN COLOR TO MATCH AC-1 W w Me Me O PREFINISHED BY GUTTER SYSTEM Cn = -- B '' PROVIDED BY TOMMYS o � _ — — _ _ — — — 2 G.C.INSTALL(6)1-DIA.ELECTRICAL O w �- CONDUITSREFERTOELECTRICAL m a - O DRAWINGS INSIDE GUTTER VOID a / \ DUMPSTER ENCLOSURE PLAN //��' DETAIL-MAT WASHER BUMPOUT EAST a a Azo1 1/4=r-0" ,3 DEjl� r B' L DEDTAIL-MAT WASHER BUMPOUT WEST 0 METAL FLASHING AT TOP OF WALL M L— — — — _ J BELOW GUTTER O W CAST STONE CAP,TYP. c "GALVANIZED STEEL r CAST STONE NE CMU WALL SS POST,TYP O DUMPSTER ENCLOSURE-WALL SECTION CAST STONE CAP;TYP. 3518" "DIA.GALVANIZED o 5 CENTERED ON CMU WALL DOUBLE PIVOT HINGE W/ EQUAL _ E A■ A305 1/2"-1'0- ( ) TEEL BOLLARD,TYP. ill"HINGE BOLT 4 REO'D 4314' SINGLE WYTHE SPLIT- BY PASS CLIP ATTACHED TO -=" STRUCTURAL STEEL FRAMING FACE CMU WALL FOR SINGLE WYTHE SPLIT- - DUMPSTER ENCLOSURE; FACE CMU WALL FOR L.r RE:STRUCT PLANS DWGS DUMPSTER ENCLOSURE; _RE:STRUCT PLANS OOD TO BE WOLMANIZED ° - TREATED LUMBER.ALL LUMBER8518" 43I4' FOUNDATION WALL DUMPSTER ENCLOSURE GATE: hit 18 GA.STEEL BENT PLATEiz6 WOLMANIZED BOARD TO BE STRAIGHT AND TRUE Uj FOR DUMPSTER (TWISTED AND/OR WARPED ATTACHED TO TOMMY FRAME PROFILEATTRASH PROFILE AT MAT PROFILE ATFIBER CEMENT ENCLOSURE; (OUTERSIDEONLY,1/2"SPACE (qENCLOSURE WASHER WALLS-DRY BACKROOM BETWEEN BOARDS ATTACHED itBOARDS TO BE REJECTED). O RE:STRUCT DWGS W/SELF TAPPING SCREWS 2"GALV STEEL HSS TUBE FOR ALVANIZE COMPONENTS TO BELJ.I WELDED GATE FRAME;TYP. GALVANIZEO METALcn _ F x 0 N w 518 DIA.STEEL ROD FOUNDATION WALL FOR _ _ _ _ _ OFFICE MEZZANINE h 2 Z 6112' -.r----,r- 61/4" r:,°. a ° PROVIDE V DIA.HOLE DUMPSTER ENCLOSURE; 109-11�31q• fn //1 Q I_ - — — IN CONCRETE TO — — — _. — — — — — — — — — — RE:STRUCT DWGS Q V/ w PROFILE AT WASH TUNNEL PROFILEATTOWERA PROFILEATTOWERA RECEIVE ROD KNEE WALLS ANDTOWERB WINDOWS x� 6'18 GA.METAL STUDS AT i6"O.C.� � ¢� 0 CAST STONE PROFILES-METAL PANEL DUMPSTER ENCLOSURE-SIDE ELEVATION DUMPSTER ENCLOSURE-FRONT ELEVATION FIBER CEMENT BOARD - 0—_ 6 WITH SYSTEM CLIPS SECURED w 8 TO 7/8-GALV.VERTICAL HAT 1 1/T'=i'-0" A305 1/4"=T-0' A305 1/4'=1'-0" `- CHANNEL FRAM INGAT24"O.C. O Z OVER AIR BARRIER ON 518"CDX - O 71 PLYWOOD SHEATHING 1-112'RIGID INSULATION �MS 18 GA.6'METAL STUD OVER BUILDING WRAP ON FRAMING AT 16"O.C.WITH 6" SIB'CDX PLYWOODFOIL FACED FIBERGLASS 4"SPLIT-FACE CMU WITHBATT INSULATION METAL PANEL SYSTEM WITH 6"FOIL FACED FIBERGLASS - CAR W HORZ.WALL TIES AT 16" ALUM CLOSURES AT BOTTOM BATT.INSULATION -- 1-17 RIGID INSULATION WITH m O.C.WITH 1'AIR GAP WITH WEEPS,PER MFGRS.VERITCA - QUOTE:15334 M' CHANNEL 'DETAILS —�1/2"EXTERIOR GRADE PLYWOOD VERSION NUMBER:04 ON5/8' DXPL WOODAIR BARRIER CAVITY MORTAR MESH METAL FLASHING PROFILE 4 W/FULLY ADHERED VAPOR ON 518"CDX PLYWOOD I ATTACHED TO 5I8"CDX _ BARRIER INSTALLED OVER FACE `{ I' FLEXIBLE FLASHING I FLEXIBLE FLASHING �- PLYWOOD.WRAP BUILDING y WITH 112'PVC WALL PANELS WRAP OVER FLASHING. - _ INSTALLED INTERIOR SURFACE - METALPANELSYSTEMWITH I METAL FLASHING PROFILE BACKER ROD AND SEALANT LICENSED ARCHITECT ALUM CLOSURES AT BOTTOM 6 ATTACHED TO 518'CDX - WARI�11C,"11 18 X H 6'METAL STUD `I WITH WEEPS,PER MFGRS. PLYWOOD.WRAP BUILDING 8"18 GA.BOX HEADER AT OPENING BOX HEADER-TYP. , WM DETAILS �9 I WRAP OVER FLASHING. \\\ ALUMINUM FLASHING r - CAST STONE SILL WOOD BLOCKING V2"EXTERIOR GRADE PLYWOOD RETURN GYP.BOARD -- PROFILE 3 W/DRIP EDGE 1" 5" VERTICAL HEAD JOINT(BLACK) AT ALL SIDES AT OPENINGS WEEPS POLYPROPLENE AT HEAD AND JAMB 4"SPLIT-FACE CMU WITH BACKER ROD AND SEALANT CELLUAR VENT.LOCATED 1'STAINLESS STEEL ANGLES ANDOf WINDOW OPENINGS PR ILE HORZ.WALLTIES AT IT FIL 4 SLEEVE BY TOMMY'S ALL SIDES OFAROUND PERIMETER OF _ EVERY I6" O.C.WITH PAIR GAP ,FRAME BOTH SIDES OPENING MAT WASHER MACHINEALUMIVFRAMENSMSTEM SUDING WINDOW 1( 2�4, " BY TOMMYS If this document is aealed and signed in a d'gau / TYP.THEIR WALL FLASHING TOWER A AND TOWER B- or electronic format and B retained fmmaemeene L> WALL BASE FLASHING-SF CMU / n� METAL PANEL SF CMU other man the sealing professional identified in w the document,you must contact the sealing &jP.1 A301 3"=1'-0' professional In wrung to vaodate authemicty of 2-1/2'18 GA.METAL STUD AT the document.The sealing professional dederes &c� PROFILE3 16'O.C.SPAN AT 6"METAL the seal and signature and shall not be liable for STUD OPENING any liability menewisted M nwhere Ne c auNsmicty many digital oreladmonc seal a CAST STONE SILL CASHIERWINDOWHEADDETAILMETALPANEL 45/8' 1a4 z5vr gnawrenasnabcen.araammNemanner. I A303 3"=1'-0" SPLIT-FACED CMU VENEER F (CUT AT OPENING HEAD) FACE OF STUD ISSUANCES ALUMINUM SLIDING ie METAL FLASHING STAINLESS STEEL Permits and Construction w WINDOW FRAME SLEEVE RETURN AND TUCK 10/03/2018 z� SYSTEM BEHIND CMU VENEER z y STEEL ANGLE 44x3f8 W BACKER ROD AND REVISIONS SEALANT AROUND CONCRETE SLAB REFER i� PERIMETER OF PROFILE,� TRUCTURAL N0. DATE DESCRIPTION FRAME BOTH SIDES SHIM T TAL5/8'LASHINWOOD,LHED VAPOR BARRIER o BACKER ROD AND TO5/8"CDX PLYWOOD.LAP 3I4'PLYWOOD W/ SEALANT VAPOR BARRIER OVER � PLAM SILL FLASHING. CAST STONE SILL _ _ 01 FIRST FLOOR h E,S 518'GYP.BD.ON METAL FLASHING 10V 0' FILE NUMBER 81310056 z INTERIOR FACE OF -PROFILE 5 WINDOW 2"X 24"RIGID INSULATION AT PROJECT MANAGER S.MARKS WALL FINISH PERIMETER NTH CHAMFERED R - _ PROFESSIONAL SOW EXTEND RIGID INSULATION TO ' DRAWN BY GBC 18 GA.6'METAL STUD TOP OF FOOTING Z 0'MIN. CHECKED BY SEW w FRAMING AT 16"0 C 4'SPLIT-FACE CMU INSULATION WITH 6"FOIL FACED WITH HORIZ.WALL a FIBERGLASS BATT TIES AT 16'O.C.WITH INSULATION V AIR GAP m 1 WALL SECTION WASH TUNNEL EXTERIOR z� A303 1"=1'-0' _� 12 CASHIER WINDOWSILL DETAIL-SF CMU BUILDING AND m A303 3"=1'-0' WALL SECTIONS A305 J I I I I 3 INTERIOR WALL LEGEND 15 14 13 12 4" 4" PVC WALL COVERING OVER VAPOR BARRIER AND 1/2, 15 14 13 12 51 METAL STUD FRAMING 20 GA Q 16-O.C.W15/8"GYPSUM BOARD EACH SIDE.EXTEND fFOR RINE GRADE PLYWOOD ALL WALL COMPONENTS TO UNDERSIDE OF DECK. EQUIPMENT ® EE SIOEBMATERgLCHEDULE S1A 358"METAL STUDS W PLATFORM A601 4 S2 METAL STUD FRAMING 20 GA Q 16-O.C.W15/8"GYPSUM BOARD EACH SIDE AND r 3 204 IOTA SBA A302 ACOUSTICAL BATT INSULATION.EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK. ro �1 ----- CA �\ S2A 3518"METAL STUDS ^_METAL STUD FURRING I FRAMING 20 GA Q 16"O.C.W/5l8•GYPSUM BOARDW� DRY S8A S3 ONE SIDE.EXTEND ALL WALL COMPONENTS TO UNDERSIDE OF DECK. POSED STEEL COLUMN S3A 7/8'METAL HAT CHANNEL BY TOMMYS(PAINTED) S8A ' BACKROOM S3D 3-518"METAL STUDS �� v - - _ SHIPS LADDER PROVIDED 106 - A a BY TOMMYS METAL STUD FRAMING 20 GA Q 16'0 C W/5/8 GYPSUM BOARD ONE SIDE u _ \ EQUIPMENT PLATFORM S4 cp -- - \ OVERHEAD AND 1/2"MARINE GRADE PLYWOOD W/1/2 EXTRUTECH PANELS INSTALLED PLAPJ DETAIL I `EPDXY z I L w ON WASH TUNNEL SIDE OVER VAPOR BARRIER EXTEND ALL WALL 1112'=1'-0" COMPONENTS TO UNDERSIDE OF DECK °1 3 FLOOR q SHIP LADDER /'� z m SYSTEM a 1 A501 3 BY TOMMYS 106A S4E 6'METAL STUDS W = d' w 3 3" METAL STUD FRAMING 20 GA Q 16-O.C.W/112"EXTERIOR GRADE PLYWOOD ` o W/1/2'PVC PANELS ONE SIDE AND 11T MARINE GRADE PLYWOOD W/112' �\ D — — — — — " PVC PANELS INSTALLED OVER VAPOR BARRIER ON WASH TUNNEL SIDE. 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DRAWN BY GBC it a TOP,BOTTOM T-0'O.C. 108 STORAGE: SEALED CONCRETE CHECKED BY SDW < MAX.(SCREWED INTO y w METAL STUD FRAMING) 1 EMPLOYEE a m TOILET 109 CUSTOMER TOILET:DECORATIVE FLOOR COATING 4'-3" 4'-3 318' 102 201 OWNER OFFICE: CARPET TILE COORDINATE WITH OWNER U w� z202 OPEN AREA: CARPET TILE COORDINATE WITH OWNER W Ld— 203 CLOSET: PLYWOOD DECK PLAN VIEW TYPICAL LADDER DETAIL 204EQUIPMENTPLAT,STEEL GRATING ENLARGED SECOND-MEZZANINE OFFICE-ENLARGED TOWER A Q FIRST-ENLARGED TOWER A 1l2"=1'-0' 205 EQUIPMENT PLAT.: PLYWOOD DECK 2A A,o2 114"=,'-0" &-7,o, v4"=r-0FLOOR PLANS I A401 I I I J I I ( I CABINET LEGEND 1. ALL SHELVES ARE ADJUSTABLE,EXCEPT WHERE NOTED 2. PROVIDE EQUAL SIZED FILLER PANELS AT CABINET ELEVATIONS,MAXIMUM 6 3. PROVIDE FINISH BASE AT ALL BASE CABINETS TO MATCH ADJACENT WALL Qj BASE,UNLESS NOTED OTHERWISE. 4. PROVIDE SEALANT AT BOTTOM,TOP AND ENDS OF BACKSPLASH. ro � 5 J WIDTH(INCHES) PULL A304 HEIGHT(INCHES) CKryP W3630 4 "' BACKSPASH 71WALL CABINETS(12"DEEP) F - ^ LOCK u _ a —WIDTH(INCHES) PULLSTYP. U ■ SHIPS LADDER BY B36 BXX � z 0 0 0 o TOMMYS BASE CABINETS 124"DEEP 1 'COORDINATE HEIGHT WITH OWNER'S "' EQUIPMENT-MODIFY CABINETHEIGHT a LOCK ACCORDINGLY /� w a'g C7 _ O a w o CABINET TYPES z B BASE CABINET C CUBICLE STORAGE F — o W WALL CABINET OR SHELVES K KNEESPACE DRAWERS �a SB SINK BASE CABINET X CORNER UNIT �' e WORK BENCH OB DRAWER BASE CABINET T TALL STORAGE CABINET CL BY OWNER L — — — — M BRINETANK WATERSOFTENER WATER METER W \ DRY BACKROOM ELEVATION B DRY BACKROOM ELEVATION C DRY BACKROOM ELEVATION D DRY BACKROOM ELEVATION A 3 A4Of A401 ao, v4^=roc' @_7 a1 va ro' GYP.BD.BULKHEAD GYP.BD.PAINTED ■ ■ PAINTED GYP.BD. ■ ■ MIRROR REFER PAINTED GYP.BD. N Z PAINTED GYP.BD. 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PLANS FOR SPACING \ DOOR&FRAME TYPES W3615 \\ LICENSED ARCHITECT \ / w EXTRUTECH WALLPANEL REFER TO \ FLOOR PLANSFOR THICKNESS COMPUTER MONITORS OPEN BYOWNER tSTAINLESS STEEL STAINLESS STEEL OPENING / A " \ WASH WALL RING TRIM BY TOMMYS BYTOMMYS \ S�, - "- Ego If Nis document is sealed and signed in a digital or elecbonic lomat and is received from someone B21 DB15 REFRIG.BY DB24 B18 B21 D815 I \ other man the sealing professional I whited in w 4 B530 B30 BASE FILE OWNER 4"RUBBER BASE UNDER COUNTER / \ the document,you must co Z'tah'e sealing REFRIGERATOR / \ professional in writing mval'gare authenticity of 1 \ the document The sealing pMasalonal disclaims �n FLIGHT DECK TOWARD WASH BAY EXIT theaealandsigulam,ndstallnotWliabmf« / I I \ FLIGHT DECK TOWARD WASHBAY ENTRY FLIGHT DECK TOWARD STAIR AND TOILET ROOM CASEWORK A FLIGHT DECK V I I I \ 5-0^ 5`0" any liability associated with d waem the A401A401 A401 1l4'=1'-0" A401 ,/4"=17 aw rd ty of any digital orelsonanb seal or 8'-9" 6'-5' 4'-11" signature has not been validated In this manner, VARIES ISSUANCES ENTRY WASH RING WALL Pe m s and Construction Am, 1 "=" 10/0312018 REVISIONS NO. DATE DESCRIPTION ai PAINTED GYP.BD. � STRUCTURAL COLUMN PAINTED Q PAINTED GYRSD. MONITORS y FILLER WALL PANEL SINK UNDER COUNTER REFRIGERATOR FINISHED END SOLID SURFACE AND MICROWAVE BY G.C. PLAM COVERED COUNTERTOP&BACKSPLASH SOLID SURFACE COUNTERTOP FILE NUMBER 81310056 ,01A CASEWORK PLAM COVERED / L I® &BACKSPLASH PROFESSIONAL S.MARKS CASEWORK _ _ ANGLED COUNTERTOP& a DRAWN BY GBC ? FINISHED END 0 BACKSPLASH FINISHED END REF CHECKED BY SDW SAFELl FINISHED END 4"RUBBER BASE �� FILLER rc4"RUBBER BASEL 4"RUBBER BASE w DB24 B24 824 B24 BS30 1'-10- B30 DB1830 DB1830 T308424 4"RUBBER BASE FINISHED END B15 SB30 �i z� z� CASEWORK B FLIGHT DECK CASEWORK C FLIGHT DECK C OWNER OFFICE A201 OPEN AREA A202 INTERIOR Aa01 v4=r-o° \ I V A111 114'=r-0 ELEVATIONS I I I I I A501 J I I I ROOMW LLSNSULATION-TOILET DOOR SCHEDULE PVC WALL PANEL& FIBERGLASS BATT INSULATION. OF 'ORYP 3..OVER BOTH SIDES ROOM DOOR FRAME DETAILS OF 6"OR 3.5n8'X 20 GA.METAL MARK NAME WIDTH HEIGHT TYPE MATERIAL TYPE MATERULL RATING HOW HEAD JAMB COMMENTS MARINE GRADE PLYWOOD 518"GYP.BD.OVER BOTH SIDES HEAD STUDS AT 16'O.C.(EXTEND TO 5/8"GYP.BD.ON 6"X 20 GA. il2'MAX HEIGHT ALUMINUM OF 20 GA.METAL STUDS AT STRUCTURE ABOVE) METAL STUDS AT ifi"O.C. FIRST FLOOR THRESHOLD SET IN FULL BED SECURE METAL STUDS UP 16"O.C.(TIGHT TO ROOF DECK) (FULL HEIGHT) 101A FLIGHT DECK 3-1 T-0" FG ALUM ALI ALUM 1 V INSULATED GLASS OF SEALANT TO STRUCTURE ABOVE (2)6 OR 3.518'X 20 GA.METAL 101E FLIGHT DECK 3'-0' T-0" FIG ALUM AL2 ALUM 2 2/A801 2IA601 1'INSULATED GLASS AND BRACE AT 48'O.C. CHANNEL HEADER. METAL PANEL SYSTEM WITH (2)6"X 20 GA.METAL CHANNEL HEADkTE CONCEALED FASTENERS 8 102A EMPLOYEE TOILET 3'-0" T-T F HIM HM7 HM 3 3/A601 3/4601 T E INTERIOR CONC SLAB CONCRETE WALK-SEE HEADER. NOTE: SEALANT AROUND PERIMETER 104A WASH BAY 31-V T-0' FG ALUM ALI ALUM 5 4IA601 4IA601 1/4"INSULATED GLASS _V �`" HEAD EXTRUSIONS ON COMP.SAND FILL- SITE DRAWINGS METAL CORNER BEAD AT SEE PLANS FOR BOTH SIDES 104B WASH BAY 13'-0" 19'-0• 01 VINYL - ALUM 6 6IA302 6IA302 d SEE STRUCT.DRAWINGS ALL EXPOSED CORNERS EXACT WALL 6"X 20 GA METAL STUD 106A DRY BACKROOM 3'41" T . FIG ALUM ALI ALUM 7 il4"INSULATED GLASS NOTE. SEALANT AROUND PERIMETER CONFIGURATION. HOLLOW METAL DRYWALL HEADER � FRAME-SEE DOOR AND METAL CORNER BEAD- 107A DRYING AREA 3'-0" T-0' FG ALUM ALi ALUM 8 2/A601 7/Afi01 1/4'INSULATED GLASS � S' BOTH SIDES. WALL CONFIGURATION. FRAME SCHEDULE. CONTINUOUS 107B DRYING 13'-0' T-01 01 VINYLEXTR - ALUM 6 61A302 &A302 EXTERIOR SLAB/PAVING ALUMINUM DOOR FRAME-SEE SEE DOOR SCHEDULE SEALANT AROUND PERIMETER PVC 108A STORAGE 3'-0" T-0' F RUTECH HMi HIM 10 FOR DOOR TYPE. BOTH SIDES. SLOPE AWAY FROM BLDG DOOR AND FRAME SCHEDULE. 108B STORAGE T-0" T-0' F HM HMi HM 9 GRANULAR FIL 1I2"EXPANSION JOINT NOTE: ALUMINUM DOOR FRAME- 109A CUSTOMERTOILET 3'-0" T-0" F HM HM1 HM 4 n NOTE: SEE DOOR HEAD FOR TYP. SEE DOOR AND FRAME S z SEE TYPICAL NOTES OF NOTES AT JAMB CONDITION SCHEDULE. U ■ W #4 L-BARS AT 12"OC OFFICE MEZZANINE DOOR HEAD FOR JAMB. _ AL NOTES OF SEE OTHER DETAILS 24" - -' DOOR HEAD FOR JAMB. 201A OWNER OFFICE 3'-0" T-0' F_ HM HMi HM 12 3/A601 3IA601 /'\ 203A CLOSET 3'-0' 7'-0' F HM HMi HM 11 31A601 3/A601 W FOR WALL INFORMATION - - - -- w corcRETEFoueoATloN JAMB DOOR HARDWARE SCHEDULE w AND FOOTING-SEE (2)6'OR 3.5/8"X 20 GA.METALUT7 � `a STRUCTURAL DRAWINGS. STUDS AT JAMB-CONTINUE TO (2)6'X 20 GA.METAL STUDS JAMB MANUFACTURERS ABBREVIATIONS O a w JAMB (2)6"X 20 GA.METAL STRUCTURE ABOVE AT BOTH AT JAMB.(TYPICAL-TO z NOT TO SCALE STUDS AT JAMB SIDES OF OPENING(TYP.) STRUCTURE ABOVE) 1. MK-MCKlnnay N 2. PE-Pemko 3. 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Y 1 DOOR BOTTOM SWEEP 2221APK - PE 5 % SET:10 FILE NUMBER 81310056 tv q N V DOORS:IOSA PROJECT MANAGER S.MARKS ( ) PROFESSIONAL SOW ALL DOOR HARDWARE BY OTHERS G.C. DRAWN BY GBC 3 y q § 4 4 4 $ 4 N q e CHECKED BY SDW SET:11 W u r_ N / DOORS:202A LL 3 TTYP' N 1078 zv 1 STOREROOM LOCK 2811 U65 LP x41/2 US26D SA LLFIRST FLOOR�� FIRST FLOOR h 1 CLOSER 1601 P 689 NO w 104A 5'-71/2" 5'-71/2' 100'-0"Y 107A 1001 1 KICK PLATE K1050-10"x 2'LDW x 4BE x CSK US32D RO a $ 3'-0' 2'-21/a" 1r-1114" 2'-103/8" 2'-9' 5'-71I 55'-711z" DOOR AND F- '- r-5• 2'-7 3/e^ 12'-1 1l4" 7-2 3'8' 3'-0' 2'-9' 2'-10' r-9' WINDOW ?= T 2" 2' T T 2' p ENTRYCARWASHSUNBURST EXITCARWASHSUNBURST SCHEDULES C7 Aioi va^=r-o' Aioi va°=r-0' A601 1 I 1 I I I ING TOMMY CAR WASH SYSTEMS GOVEINERNATI E: SiTRLIGTIRAL STEEL• INTERNATIONAL BUILDING CODE(2015) 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED,FABRICATED AND ERECTED IN ACCORDANCE DESIGN LOADS: WITH THE LATEST VERSION OF RISC"MANUAL OF STEEL CONSTRUCTION." LIGHT GAGE COLD-FORMED SECTIONS SHALL CONFORM TO LATEST VERSION OF AISI SPECIFICATIONS FOR TOMMY EXPRESS 1. DEAD LOADS: COLD-FORMED STEEL STRUCTURAL MEMBERS. STRUCTURE: .0 PSF 5 • GLAZING: .0 PSF 2. MATERIALS: • 2 - 12.0 PSF A. ROLLED SHAPES: ASTM A992 OR A572 GRADE 50,FY= 50 KSI MINIMUM TWIN FALLS ID 83301 2. ROOF LIVE LOAD = 20.0 PSF B. PLATES: ASTM A36 y 3. SNOW LOAD: • P = 15.0 PSF(GROUND SNOW) C. TUBULAR SHAPES: ASTM A500 GRADE B MANUFACTURER/SUPPLIER: _ 1.0 PSF(FLAT ROOF SNOW) FY-50 KSI MINIMUM C. 1,00 D. FIELD BOLTS: GRADES 1., _ 1.00 (TYP.U.N.0) 4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM) E. SCREWS: SHEET METAL SCREWS, #8&#10 TEKS- STAINLESS STEEL • V =115 MPH #12 TEKS-GALVANIZED • EXPOSURE: C �/���//A■■\ A • RISK CATEGORY: II 3. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE ICU _1.00 - INDICATED ON THE STRUCTURAL DRAWINGS ALL BOLTED CONNECTIONS SHALL BE A INSTALLED TO THE"SNUG TIGHT"CONDITION DEFINED AS THE FULL EFFORT OF A MAN 5. SEISMIC: Sy =20.90 Sds = 0.223 USING A NORMAL SPUD WRENCH OR A FEW IMPACTS OF AN IMPACT WRENCH. THE"SNUG fR B I1 _ _ TIGHT"CONDITION WILL ENSURE THE PLIES OF CONNECTED MATERIAL ARE IN FIRM CONTACT. STRUCTURES RISK LATE ORY: II 8,00 Sdi 0128 SITE CLASS: D 4. ALL WELDING OF STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF Car wash Systems DESIGN CATEGORY: B THE AMERICAN WELD SOCIETYS SPECIFICATIONS-AWS D1.1. ELECTRODES SHALL BE E70 • SEISMIC FORCE RESISTING SYSTEM-STEEL ORDINARY CONCENTRICALLY BRACED SERIES UNLESS NOTED OTHERWISE. • DESIGN BASE SHEAR: V =0.069W 5. GALVANIZING SHALL BE PER CONTRACT DOCUMENTS. 5513 VINE STREET CINCINNATI OH 45217 Cs =0..25 059 ALUMINUM'EQUIVALENT LATERAL FORCE ANALYSIS 6. 28'-0"&24'-0"TOWER UNOCCUPIED ATTIC STORAGE LOADS: 1. ALL STRUCTURAL ALUMINUM SHALL BE DESIGNED, FABRICATED AND ERECTED IN PH. (513) 242-0310 FAX (513) 242-0816 ROOF LIVE LOAD: 20 PSF ACCORDANCE WITH THE LATEST VERSION OF THE SPECIFICATIONS AND GUIDELINES FOR FLOOR LIVE LOAD TOWER A: 90 PSF ALUMINUM STRUCTURES. RBI STRUCTURES JOB # 1880049 FLOOR LIVE LOAD TOWER B: 60 PSF DEAD LOAD: 15 PSF 2. MATERIALS: DRAWING INDEX 7. MECHANICAL ROOM UNOCCUPIED ATTIC STORAGE LOADS: A. ALUMINUM SHAPES: ALLOY 6063-T6,6061-T6&6005-T6 LIVE LOADS: 120 PSF • DEAD LOAD: 15 PSF B. ALUMINUM SHEET: ALLOY 5005-H34&5052-H32 CONSTRUCTION AND SAFETY: C. FIELD BOLTS: 1 STRUCTURAL WASH BUILDING GLAZING PAY CANOPY 4"AND LARGER R SAE SJ429TAINLESS GRADE 5 S7.0 POST/ANCHOR PLAN G3.0 GUTTER PLAN S6.1 THREE LANE CANOPY PLAN 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CONSTRUCTION (TYP.U.N.O.) M5"AND SMALLER-STAINLESS STEEL S7.2 POST BASE DETAILS G3.1 GUTTER DETAILS 56.2 CANOPY ANCHOR AND POST LOCATION CODE AND THE PROJECT SPECIFICATIONS. SI.3 POST BASE DETAILS G3.2 DOWNSPOUT DETAILS S6.3 CANOPY POST ELEVATION D. SCREWS: SHEET METAL SCREWS, #8&#10 TEKS- STAINLESS STEEL 2. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED TO MAINTAIN STABILITY #12 TEKS-GALVANIZED S1.4 RAFTER/PURLIN PLAN G4.8 GLAZING DETAILS S6.4 CANOPY POST ELEVATION UNTIL STRUCTURE IS COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT. S1.5 STRUCTURAL ELEVATIONS G4.9 GLAZING FLASHING DETAILS S6.5 CANOPY DETAILS 3. ALUMINUM SURFACES IN CONTACT NTH MASONRY SHALL RECEIVE A HEAVY COAT OF S1.6 STRUCTURAL UNOCCUPIED G5.3 TOWER"A"FASCIA SUB FRAMING 3. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS,METHODS,TECHNIQUES, CLEAR POLYURETHANE CAULKING. SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR. STORAGE G5.4 TOWER"B"FASCIA SUB FRAMING 4. CAULKING SHALL BE G.E.SIUGLAZE II 3809. S1.7 STRUCTURAL UNOCCUPIED 4. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND STORAGE DIMENSIONS.ANY UNEXPECTED CONDITIONS OR DISCREPANCIES PATH THE DESIGN S1.8 STRUCTURAL UNOCCUPIED OFCMATERALSHALL BE REPORTED TO THE ENGINEER PRIOR TO INSTALLATION OR ERECTION MISCELLANEOUS FASTENER NOTES: STORAGE GRATING PLAN AND DETAILS 5. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 RODS FOR CAST IN PLACE ANCHORS. 51.9 STRUCTURAL EXIT ELEVATION JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF S1.10 STRUCTURAL ENTRY ELEVATION THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 2. MECHANICAL AND/OR EPDXY ANCHORS SHALL BE THE TYPE,SIZE,AND EMBEDMENT S1.11 STRUCTURAL INTERIOR ELEVATION NORMAL WORKING HOURS. WHEN ON SITE,THE ENGINEER IS RESPONSIBLE FOR HIS OWN INDICATED ON DRAWINGS,AND SHALL BE INSTALLED PER ANCHOR MANUFACTURER'S SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY RECOMMENDATIONS. CONDITION AT THE SITE. SPECIAL FIELD INSPECTION: 3. EPDXY ANCHORS SHALL BE HILT]HY 200(ESR-3187). MECHANICAL SLEEVE ANCHORS SHALL BE POWERS POWER BOLT(ESR-1532). 1. ALL SPECIAL INSPECTORS SHALL BE RETAINED BY OWNER/CUSTOMER. THE EXTENT OF THE 4. ALL BOLTS SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS. ALL HOLES SHALL BE STAIRS&DETAILS INSPECTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS,THE BUILDING CODE S2.3 SHIPS LADDER SECTION AND DETAIL REQUIREMENTS AND LOCAL JURISDICTION. IT IS THE OWNER/CUSTOMER'S RESPONSIBILITY BOLT DIAMETER+IN"MAX. S2.5 STEEL ACCESS LADDER SECTIONS TO GIVE PROPER NOTIFICATION TO THE SPECIAL INSPECTOR AND PROCEED WITH THE WORK 5. ANCHOR RODS SHALL BE ASTM A193 GRADE B7 RODS OR EQUIVALENT FOR EPDXY 52.6 CONCRETE PAN SCISSOR STAIR ONLY AFTER THE SPECIAL INSPECTOR'S APPROVAL FASTENED ANCHORS. S2.7 STAIR SECTIONS 2. FAILURE TO NOTIFY THE SPECIAL INSPECTOR MAY RESULT IN OWNER/CUSTOMER HAVING TO REMOVE WORK FOR THE PURPOSE OF INSPECTION AT THE OWNER/CUSTOMER'S EXPENSE. CONCRETE SLAB/FOLINDATION NOTES: 3. PREMATURE NOTIFICATION FOR INSPECTION WILL RESULT IN AN ADDITIONAL INSPECTION WITH 1. ROUGH BROTHERS,INC.IS NOT RESPONSIBLE FOR THE DESIGN,MATERIALS AND ALL EXPENSES AND FEES PAID BY THE OWNER/CUSTOMER. WORKMANSHIP OF THE SLAB. IT IS THE RESPONSIBILITY OF THE SLAB/FOUNDATION DESIGNER TO ENSURE THAT THE SLAB/FOUNDATION IS PROPERLY DESIGNED TO ANCHOR 4. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS. RECORDS SHALL BE THE EPDXY SET AND MECHANICAL ANCHORS. FOUNDATIONS SHALL BE DESIGNED TO RESIST FURNISHED TO THE OWNER,ENGINEER OF RECORD AND LOCAL JURISDICTION AS REQUIRED. THE LOADS IMPOSED BY R.B.I.STRUCTURES,AS WELL AS OTHER IMPOSED LOADS,BASED ANY AND ALL DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ON THE LOAD BEARING CAPABILITIES OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING CONTRACTOR. CORRECTIONS SHALL BE MADE AND A FINAL REPORT OF INSPECTIONS SITE. SHALL BE PROVIDED NOTING COMPLETION OF INSPECTIONS AND CORRECTIONS OF 2. MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH= 4 KSI TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION DISCREPANCIES.FAILURE TO CORRECT DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD AND THE LOCAL JURISDICTION AND MAY RESULT IN REMOVAL OF GLAZING INSTALLATION NOTES: VERIFICATION AND INSPECTION NOT APPLICABLE CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE COMPLETED WORK AND ADDITIONAL WORK TO CORRECT DISCREPANCIES AT THE 1. MATERIAL VERIFICATION OF HIGH-STRENGHT BOLTS,NUTS AND CONTRACTOR'S EXPENSE. 1. ROOF GLAZING: 8MM HEAT STOP ACRYLIC WASHERS 2. EQUIPMENT ROOM OUTSIDE SIDEWALLS: BY OTHERS o.IDENTIFICATION MARKINGS TO CONFORM TO ASTM APPLICABLE ASTM MATERIAL 5. WHEN REWIRED BY E.O.R.OR LOCAL JURISDICTION,MINIMAL INSPECTIONS SHALL BE: 3. OTHER EXPOSED OUTSIDE SIDEWALLS: BY OTHER STANDARS SPECIFIED IN THE APPROVED CONSTRUCTION X SPECIFICATIONS:AISC 360. - DOCUMENTS. SECTION A3.3 5.1 STRUCTURAL STEEL/ALUMINUM b.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X A. FABRICATION 2. INSPECTION OF HIGH-STRENGTH BOLTING: MATERIAL IDENTIFICATION PAINT: a.BEARING-TYPE CONNECTIONS )( HIGH STRENGTH BOLTS-MATERIAL IDENTIFICATION OF BOLTS,NUTS AND b.SUP-CRITICAL CONNECTIONS. AISC 360,SECTION M2.5 1704.3.3 WASHERS 1. PAINT SYSTEM: X WELD FILLER MATERIALS-IDENTIFICATION AND CONFIRMATION OF COMPLIANCE THE FOLLOWING SPECIFICATION/5 STEP PROCESS FOR RBI STRUCTURES DESIGNED TO 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL KITH DESIGN DOCUMENTS PROVIDE A MINIMUM OF 1000 HOURS CORROSION PROTECTION PER ASTM 8117. THIS IS AN ci.IDENTIFICATION MARKINGS TO CONFORM TO ASTM B. ERECTION INDUSTRIAL PROCESS FOR FERROUS SUBSTRATES AND PRESUMES WELDS ARE COMPLETE STANDARS SPECIFIED IN THE APPROVED CONSTRUCTION ASTM A 6 OR ASTM A 588 MATERIAL IDENTIFICATION AND THERE IS NO INSTALLATION DAMAGE. DOCUMENTS. X 1708.4 INSTALLATION OF HIGH STRENGTH BOLTS b.MANUFACTURERS'CERTIFIED MILL TEST REPORTS. X ASTM A 6 OR ASTM A 568 WELDED CONNECTIONS 1.SURFACE PREPARATION: SSPC-SP.10 NEAR WHITE BLAST SURFACE PREPARATION 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS MEMBER SIZES AND PLACEMENT 2.PREMIUM-QUALITY ALKALINE CLEANER ci.IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION GENERAL CONFORMANCE NTH DESIGN DOCUMENTS 3.ZINC PHOSPHATE CONVERSION COATING APPLIED AT 150-500 MG SQ FT RISC 380,SECTION A3.5 - 5.2 CONCRETE CONSTRUCTION / IN THE APPROVED CONSTRUCTION DOCUMENTS. X MATERIAL IDENTIFICATION 4.CATHODIC EPDXY E-COAT APPLIED AT 0.6 TO 1.2 MILS b.MANUFACTURERS'CERTIFICATE OF COMPLIANCE REQUIRED. X MIX DESIGN VERIFICATION 5.ULTRA DURABLE POLYESTER POWDER TOPCOAT APPLIED AT 6 TO 10 MILS 5. INSPECTION OF WELDING: SIZE AND PLACEMENT OF REINFORCING STEEL ci.STRUCTURAL STEEL: PLACEMENT OF CONCRETE USING PROPER TECHNIQUES 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X CONCRETE SAMPLES FOR SLUMP, AIR CONTENT,TEMPERATURE,STRENGTH TESTS, 2) MULTIPASS FILLET WELDS. X ETC.IN ACCORDANCE NTH ACI 318 AWS D1.1 1704.3.1 PROPER MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 3) SINGLE-PASS FILLET WELDS>5/16" X 5.3 FOUNDATIONS 4) SINGLE-PASS FILLET WELDS<5/16" X • SIZE AND LOCATION OF FOUNDATION EXCAVATIONS 5) FLOOR AND ROOF DECK WELDS. N/A AWS D1.3 - • PLACEMENT OF REINFORCING STEEL AS REQUIRED b.REINFORCING STEEL' N/A PLACEMENT OF CAST-IN-PLACE ANCHOR RODS AS REQUIRED C 1) VERIFICATION OF WELDABIUTY OF REINFORCING STEEL 13D97 OTHER THAN ASTM A 706 N/A 2) REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL WORK BY OTHERS: ; ". FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AN'S D1.4 - 0.71 AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE N/A ACI 318:3.5.2 1. ALL PLUMBING TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. `1. E OF 1 SHEAR WALL AND SHEAR REINFORCEMENT. Digitally signed by Michael Spurrier, 3) SHEAR REINFORCEMENT. N A 2. ALL ELECTRICAL WORK INCLUDING WIRING,CONDUIT,PANELS AND LIGHTS TO BE FURNISHED Michael PE 10-24-2018 4) OTHER REINFORCING STEEL NIA AND INSTALLED BY ELECTRICAL CONTRACTOR. DN:cn=Michael Spurrier,PE,o, 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE n C o 01Solar,Inc, NTH APPROVED CONSTRUCTION DOCUMENTS: 3. ALL MASONRY AND CONCRETE WORK TO BE BY MASONRY CONTRACTOR. Spurrier, I�C email=mspurrier@rbisolar.com,c=US o.DETAILS SUCH AS BRACING AND STIFFENING. X - 1704.3.2 Date:2018.10.2409:29:1a-04'00' 4. SEALING OF ALL PIPING AND CONDUIT PENETRATIONS THROUGH STRUCTURE GLAZING TO BE ENGINEERING NOTE: b.MEMBER LOCATIONS N/A PERFORMED BY THE RESPECTIVE TRADE CONTRACTOR INSTALLING THE GIVEN PIPE OR c.APPLICATION OF JOINT DETAILS AT EACH CONNECTION. N/A I CONDUIT. ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY SUBJECT TO WRITTEN CONFIRMATION OF CONTRACT AGREEMENT, THE ATTACHED DRAWINGS,SPECIFICATIONS,&CALCULATIONS REMAIN THE PROPERTY OF ROUGH BROTHERS, INC. DS DOWNSPOUT EOCA,ION 16 15 14 13 145-0 CIP 5'-0' 10'-O" 10'-0" 10'-0" 10'-0" 10'-0" 10'-O" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0' 10'-0' IW-0" 10'-0" I F51 IS A STUB COLUMN FA THAT CONNECTS TO CIP ;; /+TOWER FLOOR BEAM ;; B ABOVE,NO POCKETS OR IIr A o COWER] O A ANCHORS REQUIRED. J i �57•�/ m CIP 57.2 � � I D• E3 SIMILAR Si DS I DS DS v Ei E7 ES E E I E I E E I E I E I E I E E6 I E2 E4 I �l CIP q CIPqP CIP _ CIPCIPI I I I S12 I I I I I I I B.3 El 0 I CENTER B YNEXIT -T --------- —_—_—_—I_—_—_—_ I CENTER LINE OF I I CENTER LINE OF I T- WASH BAY T--------------- WASH BAY E OF T----------- I I I B.7 I I I I I I I I== FtI CON' ON ECTSOO ® B P® 51.3 I I I I I E ROOF RAFTER BEAM I n D4 I S1.3 C I I I BOVE,NO POCKETS OR D3 I [� NCHORS REWIRED — SIMILAR;i A / qP CIP CIP 5,.2 I I I5,.2 C 1O r DRY BACK ROOM, 51.2 c I I EQUIPMENT MEZZANINJI I CIP I qP I CIP CIP ' I CIP I CIP I CIP / a p BC B I B I B B I B I B I B B1 I I ^ I I I � � � COWER_] I io DS I' ���.TTT �d DS - I+J CIP CIP A AS 5 DS o B3 qP BS CIP 82 CIP B4 J ,. J �^E' _—_—_—_—_— --___—__- I A 110'-0" 30'-0" 51.2 COLUMN SCHEDULE SQUARE STRUCTURAL HSS TUBING (2)POST ANCHOR PLAN 51.o I SCALE: 3/6'=1'-0" a I.D. DESCRIPTION QTY. LENGTH EPo-Pc EPO—PC COLUMN SCHEDULE SQUARE STRUCTURAL HSS TUBING ss.z CPI CPI AS LH&RH HSS 8X8X1/2 COLUMN WITH WELDED PL1X18 X,'-6"BASE PLATE 2 3367/8" F I.D. DESCRIPTION CITY. LENGTH OB HSS 6X6X5/I6 COLUMN WITH WELDED PLi X74 X 1'-2"BASE PLATE&PLI/2X70 X 1'-41/2"TRUSS PLATE 7 2041/2" E4 HSS 6X6X5/16 COLUMN WITH WELDED PLi X14 X 1'-2"BASE PLATE&PLi/2X10 X 1'-21/2"TRUSS PLATE 1 1771/Ig" 81 HSS 8X6X5 COLUMN WITH WELDED PL1X74 X 1'-2'BASE PLATE&PLI X72 X 1'-4I TRUSS PLATE 1 204I I PAY CANWY ' �6 /2 �" �" SEE CANOPYI E5 HSS 6X6X5/g COLUMN WITH WELDED PL1X14 X 1'-2"BASE PLATE&PL1/2X10 X 1'-21/2'TRUSS PLATE 1 2887/8" LRAWINGS J 62 HSS 6X6X5/6 COLUMN WITH WELDED PLIX14 X 1'-2"BASE PLATE&PLI/2X10 X 1'-6"TRUSS PLATE 1 204" EPO-PC EPO-PC E6 HSS 6X6X5/g COLUMN WITH WELDED PL,X14 X 1'-2"BASE PLATE&PL1/2X10 X 1'-21/2"TRUSS PLATE I 177I/6" CP CP 63 HSS 6X6%5/I6 COLUMN WITH WELDED PLIX14 X 1'-2"BASE PLATE&PL1/2X10 X 1'-6"TRUSS PLATE 1 204" IsLH&RH HSS 6X6X5/Ig COLUMN MATH WELDED PL7 X74 X 1'-2"BASE PLATE 2 2887/a" DS DS B4 HSS 6X6X5/I6 COLUMN WITH WELDED PLl X14 X 1'-2"BASE PLATE&PL1/2X10 X,'-6"TRUSS PLATE 1 204" 7'-6" 15'-0" 7'-6" 0HSS 6X4X3/Ig CANOPY COLUMN WITH WELDED PL 3/¢X70 X 0'-10"BASE PLATE-FIELD CUT 4 2883/¢" BS HSS 6X6X5/16 COLUMN WITH WELDED PLIX14 X,'-2"BASE PLATE&PL1/2X10 X 1'-6"TRUSS PLATE 1 204" �g i. S7 DOUBLE HSS 6X6X5� COLUMN-WELDED B 151EASE PLATE-CONNECTS TO TOWER BEAM 1 173I/2" t 9C BC MODIFIED HSS 6X6X1/4 COLUMN 1 18611/I 6" T�G7 CP7 HSS 6X6X5/Ig CANOPY COLUMN NTH WELDED PL 1X74 X 1'-2"BASE PLATE 2 1377y8" n OC HSS 4X4X5/6 COLUMN WITH WELDED PL3/4X10 X 0'-10'BASE PLATE&BEAM MOUNT ANGLES-FIELD CUT 4 2883/4" CP2 HSS 6X6X5Ag CANOPY COLUMN WITH WELDED PL 1X14 X 1'-2"BASE PLATE 2 1433/8" OD HSS 8X8X1/2 COLUMN WITH WELDED PL1X18 X 1'-6"BASE PLATE&PL1/2X12 X 1'-41/2"TRUSS PLATE 2 3367/8" 10-24-2018 D2 HSS 8X8X1/2 COLUMN WITH WELDED PLIX18 X 1'-6"BASE PLATE&PL1/2X12 X 1'-41/2"TRUSS PLATE 1 3367/8" ANCHOR BOLT CALL OUT SCHEDULE ENGINEERING NOTE: D3 HSS 8X8XI/2 COLUMN WITH NOTCH&THRU BOLTS HOLES-NEED TO MATCH DRILL RAFTER IN FIELD 1 931/2" ENGINEER'S SEAL APPLIES TO DESIGN OF I.D. DESCRIPTION STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE D4 HSS 4X4X5�g COLUMN WITH WELDED PL3/4X10 X 0'-10"BASE PLATE&BEAM MOUNT ANGLES 1 1137/g" PROPERTY of ROUGH BROTHERS.INC.5513 MINE STREET.CINCINNATI.ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CIP (4)1"0 X 231/2"CAST IN PLACE ANCHOR BOLTS TO BE INSTALLED DURING CONCRETE POUR CO FIDENCEEN ANDTAGREES THAT IT SHALL INC. NOTBE DUPLICATED,IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS INTNOUT THE OE HSS 6X6X5/Ig COLUMN WITH WELDED PLi X74 X 1'-2'BASE PLATE&PLI/2X70 X 1'-21/2'TRUSS PLATE 9 1771A6" REVISIONS E] (4)3/¢"0 X 14"THREADED EPDXY ANCHOR BOLTS TO BE INSTALLED BY RBI STRUCTURES WHILE STEEL IS BEING ERECTED-WASH BUILDING Ne. By Date POST / ANCHOR PLAN E1 HSS 6X6X5/I6 COLUMN WITH WELDED PLi X14 X 1'-2"BASE PLATE&PLI/2X70 X 1'-21/2"TRUSS PLATE 2 2887/8" a��ebw�M 2. EPO-PC (4)1"0%18"THREADED EPDXY ANCHOR BOLTS TO BE INSTALLED BY RBI STRUCTURES WHILE STEEL IS BEING ERECTED-PAY CANOPY TOMMY EXPRESS 3• SE CORNER CHANEY & WASHINGTON E2 HSS 6X6X5/6 COLUMN WITH WELDED PUX14 X 1'-2"BASE PLATE&PLI/2X70 X 1'-21/2"TRUSS PLATE 1 1771/16" `' TWIN FALLS, ID 83301 Chs kea OWNER TOMMY EXPRESS 8HSS 6X6X5/I6 COLUMN WITH WELDED PUX14 X 1'-2"BASE PLATE&PL1/2X70 X 1'-21/2"TRUSS PLATE 1 2887/g" lTtK1YW PEN SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. AS NOTED 07.25.18 JAH 1880049 S,.O 10" B 51.2 D GROUT BY GROUT BY GROUT BY 57.2 -- ---_ I OTHERS T.F.F. I I OTHERS 3/4 0 HILT)HY 200 EPDXY SET T.F.F. I I OTHERS THREADED ROD ANCHOR x 14" TOP OF SLAB z TOP OF SLAB I I ° ° [2TR75%14]WITH MINIMUM B" I I EMBEDMENT[ESR#23221 00 (4 REQUIRED) - o {��L F' 0- d T,FY -0'-8"MIN a -0'-8`MIN TOP OF SLAB TOP OF PIER a TOP OF PIER _ 1"0 LEVELING NUT& i 1"0 LEVELING NUT& -0'-8"MIN WASHER c WASHER in m TOP OF PIER - DIE I � w - In FOUNDATION&SLAB ++GENERAL NOTE++ DESIGN BY OTHERS COORDINATE SLAB ELEVATIONS N REF.FOUNDATION PLAN FOUNDATION&SLAB 4 4 N1TH SHEET S101 FOUNDATION AND B DESIGN BY OTHERS: ° - ° ' 7. REF,FOUNDATION PLAN ° - II ----- SLAB PLAN _--__ II 1"0 BOLT NTH WELDED ° L J NUT&WASHER. a MIN: 15"EMBEDMENT 1"0 BOLT WITH WELDED NUT&WASHER. C COLUMN ANCHOR SECTION ® MEZZANINE COLUMN E TOWER "A" COLUMN ANCHOR SECTION TYP MIN: 15"EMBEDMENT A COLUMN ANCHOR SECTION TYP s1.z SCALE: 11 /z'=1'—D' s1.2 SCALE: 11/z"=1'-0• 51.2 SCALE: 11/2•=1'-0" II _____—_____ n.CONCRETE NOTE++ II V-8' II AT ALL(4)`C"COLUMNS,PROVIDE A MINIMUM 16X16° 2'-4" COLUMN POCKET III CONCRETE PAD CENTERED ON GRID LINES. IIII COLUMN POCKET 2•-0• FOUNDATION&SLAB 1J¢• 7" 1k2• �_________________� DESIGN BY OTHER REF: 2' 1-2' 2" COLUMN POCKET FOUNDATION PLAN 2" 10" 2• WELDED COLUMN&BASE a ° PLATE ASSEMBLY[REF. GRID LINES COLUMN DESCRIPTION 'may SCHEDULE] iv ° FOUNDATION&SLAB ° w DESIGN BY OTHER REF: FOUNDATION&SLAB ° x: FOUNDATION PLAN DESIGN BY OTHER REF: 3/4 NUT& `m E. FOUNDATION PUN ° WASHER w s x '� WELDED COLUMN ° BASE PLATE ASSEMBLY 8 [REF.COLUMN a 0 B_ DESCRIPTION SCHEDULE] o GROUT BY w o WELDED COLUMN&BASE ° PLATE ASSEMBLY[REF. o OTHER'S COLUMN DESCRIPTION SCHEDULE] ° ® ® 0 1"0 NUT& WASHER N N a PIER CUT OUT—COLUMN—ANCHOR D SECTION ® MEZZANINE COLUMN GROUT er ° S1.2 SCALE: 11/2"=1'-O" OTHERS GROUT BY ° a — _— _____—____ OTHERS �IS EPO%Y BOLT PATTERN TO BE BY RBI STRUCTURES INSTALLER 9" 9` AT THE TIME OF STEEL ERECTION ONLY: n B PIER CUT OUT COLUMN ANCHOR SECTION MEZZANINE COLUMNS C&FLIGHT DECK D4 s1.2IIrSCALE: 11/2"=1'-O" F PIER CUT OUT TOWER "A" COLUMN ANCHOR SECTION II THIS CAST IN PLACE ANCHOR BOLT LAYOUT GOOD FOR COLUMNS:II 57.2 SCALE: 11/2`=1'-0` � B.Ell,B2,83,B4,D1,E. THIS CAST IN PLACE ANCHOR BOLT LAYOUT GOOD FOR COLUMNS LE,.E2,E3,E4,E5,FSL&FSR L I, ASL,ASR,D,&D2 H 4-1" 51.2 11 COLUMN POCKET F r—o 2'—OW 2" 10" 11%" 1 TE _ GROUT BY E WASH BAY COLUMN 84 OTHERS 2" 1J� GROUT BY 13097 OTHERS COLUMN SUBSTITUTE BC T.F.F. TOP OF SLAB ® 10-29-2018 0 o N MI o a TOP OF PIER a n -- T-- - n � GENERAL NOTE++ 3/4 0 HILTI HY 200 EPDXY SET T.F.F. TOP OF FINISHED FLOOR THREADED ROD ANCHOR x 12"LG. 1.0 LEVELING NUT& °. II [2TR5X12]WITH MINIMUM 8• WELDED COLUMN&BASE WASHER f II EMBEDMENT[ESR#23221 PLATE ASSEMBLY[REF. (4 REQUIRED) COLUMN DESCRIPTION THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE Y Y SCHEDULE] 1 PROPERTY OF ROUGH BROTHERS.INC.5513 MINE STREET,CINCINNATI.ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN FOUNDATION&SLAB ] /4•FORMED CHANNEL CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED,IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS MTTHOUT THE DESIGN BY OTHERS: COLUMN ASSEMBLY TO FIELD WRITTEN CONSENT OF ROUGH BROTHERS,INC. REF.FOUNDATION PLAN AUGN FACES BEFORE CONNECT TO BUILDING REVISIONS SETTING CHANNEL COLUMN 1-0" 2- CO COLUMN. t"m BOLT wtnl WELDED N.. Br Oo1a NUT&WASHER. T POST BASE DETAILS MIN: 15"EMBEDMENT COLUMN[ANCHOR SECTION ® EQUIPMENT PIER CUT OUT—ANCHOR SECTION ® EQUIPMENT .�.,�,,, 2. G ROOM STTRAIGHT COLUMN TRANSITION H ROOM STRAIGHT COLUMN TRANSITION TOMMY EXPRESS 51.2 3301 SCALE: 1"=1'-0• 51.2 SCALE: 1"=1'-0" ' SE CORNER CHANEY & WASHINGTON 4' TWIN FALLS, ID ENGINEERING NOTE: 'IRBI c"«k°° OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF PEP SCALE DATE DRAWN Br CONTRACT NO. SHEET No. STRUCTURAL COMPONENTS ONLY fifacluw AS NOTED 07.25.18 JAH 1880049 51.2 15 2 ROLLED HSS 6X3X3/8 91 8" 8" 9v C DOOR FRAME 10�'q 3J�" 3J¢" 3J¢" 3J�" S1.0 B.7 6.3 G ROLLED HSS 6X3X3/8 CP DOOR FRAME Q 3/4"0 HILT]HY 200 EPDXY SET rrEMBEDMENT 4"0 HILTI HY 200 EPDXY SET THREADED ROD ANCHOR x 14" HREADED ROD ANCHOR x 14" \ \ [2TR75X14]WITH MINIMUM 8" / / TR75X14]WITH MINIMUM 8" \ \ EMBEDMENT[ESR p23221 / / [ESR y2322] `•,-yl C' C' p I \ \ (4 REQUIRED) / / REQUIRED) T.F.F. \ \ / / T.F.F.,,k ITOP OF SLABSLAB I I -0'-5 MIN TOP OF PIER TOP OF PIER v 4 ° _ ^ ^ I s•GENERAL NOTE•• a a a lilt COORDINATE SLAB ELEVATIONS a i WITH SHEET S1.01 FOUNDATION AND Q ° SLAB PLAN 11-3" —-—-—-— —at �} — °9 — —- — - c ENTRY/EXIT RING BASE ELEVATION +GENERAL NOTE T.F.F.=TOP OF FlNISHED FLOOR 51.3 SCALE: 11/2"=1'-0" I p � I j I � p I p I ------- e , I e O O O V I " ^ d G G a Q ° %SE4�,.. ° J 13097 A EXIT RING / COLUMN PLAN B ENTRY RING / COLUMN PLAN 51.3 SCALE: 11/2"=1'-0" 51.3 SCALE: 11/2"=V-O" �Ft E.SpU� 10-24-2018 THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 VINE STREET.CINCINNAT,OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED,Iry MOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS,INC. REVISIONS 'A. No. By Da• POST BASE DETAILS 2. TOMMY EXPRESS J, SE CORNER CHANEY & WASHINGTON TWIN FALLS, ID 83301 ENGINEERING NOTE: Ip61 CI OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF Il SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. rErl STRUCTURAL COMPONENTS ONLY 4nuc1u0u AS NOTED 07.25.18 JAH 1880049 51.3 T P5-15 ICAL THIS BAY 14 13 12 11 TP2 -PURUNS THRU-MAN BODY OF BUILDING: NLESS NOTED OTHERWISE TPI -TYP.THIS BAY 2 Pi -TYP.THIS BAY 1 5'-0' 10'-0' 10'-0" 10'-0" 10--0' 10'-0" 10'-0' 10'-0' 10'-0" 10'-O" IV-0' 10'-0" 10'-0" 10'-0" 10'-0' A �j 51.1 ao r_—_ I I I I I LJ LJ N I I N I N n —_—_ _—_—_ -------- _—_—_—_ -------- —_—_—_�_—_—_—_�_—_—_—_� 11 P5 � _—_—_— _—_—_— - - - - - - - - - - - - - - - --_ - - - - - - - - - - - - - - - - - - P4 P1 ' =-- -------L------- ------ -- --- -------L------- ------ ------ I T_—_—_—_T_—_—_—_r P4 I P, B'7 PS ®�\63 a�� _—_—_—_�_—_—_— —_—_—_ _— i_—_—_—_i_—_—_—i—_�_—_ _—_—_—_i_—_—_—_i_—_—_—i—_—_—_i_—_ P4 ® Pt I-5-2, L- --- --- ❑ o D -Ra - -------T------- ------ -- --- -------T-------- ----- T=== _ _ __ _ T—_—_—_—T—_—_—__F_—_—_—_ 1 ro D T---—_—_—T—_—_—_—_—_—_—_ _—_ _— _--_ F -- -T--- ---- - —--- _——_ ------------------------------�-------------------------- P3 IDS A RAFTER PURLIN PLAN 51.4 SCALE: 3/I6'=1'-0° RAFTER SCHEDULE RECTANGULAR STRUCTURAL HSS TUBING ROOF BRACING SCHEDULE PURLIN SCHEDULE RECTANGULAR STRUCTURAL HSS TUBING I.D. DESCRIPTION OTY I.D. DESCRIPTION OTY. I.D. DESCRIPTION QTY. TR-1 HSS 1OX4X7/4 RADIUS RAFTER WITH WELDED MOUNTING PLATES&PURLIN CLIPS 2 RB,a L2X2X3A6 WITH A 9/16X13A6 SLOT HOLE EACH END 1 P7 HSS 3X2X3/I6 PURLIN WITH(3)TOTAL MOUNTING HOLES 8 TR-1R HSS 1OX4X7/4 RADIUS RAFTER WITH WELDED OFFSET MOUNTING PLATES&PURLIN CUPS 1 RB1b L2X2X3Af6 WITH A 9/16X73/I6 SLOT HOLE EACH END- WITH MIDDLE COPE 1 P2 HSS 3X2X3/16 PURLIN WITH MOUNTING HOLES EACH END 123 TR-2 HSS 1OX4XI/4 RADIUS RAFTER WITH WELDED MOUNTING PLATES&PURLIN CLIPS 7 RB2a L2X2X3/16 WITH A 9A6XI3/I6 SLOT HOLE EACH END 1 P3 HISS 3X20/I6 NOTCHED PURLIN WITH MOUNTING HOLES EACH END 5 TR-2A HSS 1OX4X7/4 RADIUS RAFTER WITH WELDED MOUNTING PLATES,PURUN CLIPS&EQUIPMENT ROOM FRAMING POST MOUNTS 1 RB2b L2X2X3/16 WITH A 9/I6XI3/16 SLOT HOLE EACH END- WITH MIDDLE COPE 1 P4 HSS 3XV3/16 PURLIN WITH(3)TOTAL MOUNTING HOLES 8 IS TTEq TR-2C HSS 10X4XI/4 RADIUS RAFTER WITH WELDED MOUNTING PLATES,PURUN CLIPS 1 RB3a L2X2X3/16 WITH A SA013/I6 SLOT HOLE EACH END 1 P5 HSS 3X2X3/I6 PURLIN NTH(3)TOTAL MOUNTING HOLES 12 ` 13097 TR-2D H RB3b L2X2X3/16 WITH A 9/I6X13/I6 SLOT HOLE EACH END- WITH MIDDLE COPE 1SS 10X4X7/4 RADIUS RAFTER WITH WELDED MOUNTING PLATES(1 COPED)&PURUN CLIPS 1 TR-2R HSS 1OX4X7/4 RADIUS RAFTER WITH WELDED MOUNTING PLATES,PURUN&BRACING CUPS&EQUIPMENT ROOM FRAMING POST MOUNTS 1 RB4a =20/6 MATH A 9/6XI3/6 SLOT HOLE EACH END 1 'Y�F(E SpJP 10-24-2018 TR-21- HSS 1OX4XI/4 RADIUS RAFTER WITH WELDED OFFSET MOUNTING PLATES,PURUN&BRACING CLIPS 1 R841B L2X2X3/16 WITH A%X73/6 SLOT HOLE EACH END- NTH MIDDLE COPE 1 RB5a L2X2X3A6 WITH A 9/I6X73/I6 SLOT HOLE EACH END 1 RB5b L2X2X3/16 WITH A%X13/16 SLOT HOLE EACH END- NTH MIDDLE COPE 1 THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 MINE STREET,CINCINNATI.ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED,IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS—OUT THE WRITTEN CONSENT OF ROUGH BROTHERS,INC. REVISIONS Nu. Br Dale RAFTER / PURLIN PLAN 2, TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON 4, TWIN FALLS, ID 83301 ENGINEERING NOTE: 'IRBI c"«k°° OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF SCALE DAZE DRAIN BY CONTRACT NO. SHEET NO. rEr] STRUCTURAL COMPONENTS ONLY fitKluw AS NOTED 07.25.18 JAH 1880049 S1.4 GENERAL NOTE T.F.F.=TOP OF FINISHED"FLOOR B ____ _______I _______ IF— I S1.6 II II PURLIN REF: PURLIN REF: I SHT S1.4 SHT S1.4 I II -—————————i—————————i II II II II II II H114 HB1 HB1 HB57H. H81 Ir H81 HB1 HB1 HB1 HB3 II II OOO HB5HB1 H81 i HB1 HB1 o HB1 HB3 A i G , w M I II s2,2 2. 2' II I I I I 'a 91—e. I I I I p05T REF: II I SHT S,. I I I II I I I I o vi II II II II II �sT II II II II Da II II II T.F.F. JLff 83 LIMN COLUMN B2 UMN 64 MN UMN OCOLUMN MN QMN UMN COLUMN OCOLUMN AMN O MN U MN VVMNO A HIGH SIDE ELEVATION m 5,.5 SCALE: 3f16—1'—O" C PURLIN REF: —PURLIN REF: SHT S1.4 SHT S1.4 I B 1.7 (NEAR) II II II II Sol II II 1. H82 HB1 HB1 HB1 HB1 H81 H81 H81 HB1FH HB1 H85 D D D HBi HB1 HB7HBi H81 HB7 HB1 H131 HB5 m I COLUMN REF: I S82Ad8 � I S2 2 SHT 51.0 (BEHIND) \ I I II `III II HII I ii �DII T.F.F. m 11 m E4LUMN E2LUMI1 E6LUMN CQLUMN COLUMN COLUMN CQLUMN CQLUMN CE LUMN CQLUMN C�LIIMN C�ILUMN COLUMN E7 UMN EILUMN F MN rJ rJ e LOW SIDEELEVATION rJ rJ U 51.5 SCALE: 3/I6"—1'-0" 1ST FE VENT SCHEDULE RECTANGULAR STRUCTURAL HSS 13097 TUBING LOUVER LOCATION SCHEDULE TOWER WALL BRACING SCHEDULE c I.D. DESCRIPTION QTY. I.D. DESCRIPTION QTy, I.D. DESCRIPTION QTY. HB1 HSS 5X2X3/16 VENT HEADER WITH SIDE MOUNTING HOLES 33 O 36"TALL MANUALLY ADJUSTED LOUVER 6 SBi L2X2X1/4 NTH A 0A6X73/16 SLOT HOLE EACH END 2 10-24-2019 HB2 HSS 5X2X3/16 VENT HEADER WITH TOP MOUNTING HOLES 1 O 36"TALL MANUALLY ADJUSTED LOUVER 1 SB2a L2X2XI/4 NTH A 9/I6X13/i6 SLOT HOLE EACH END 1 HB3 HSS 5X2X3/16 VENT HEADER WITH SIDE MOUNTING HOLES 2 CO 36"TALL MANUALLY ADJUSTED LOUVER—OPPOSITE MOUNTED QUAD ARMS 1 SB2b L2X20/4 NTH A B403A15 SLOT HOLE EACH END—WITH MIDDLE COPE 1 HB4 HSS 4X4X5A6 VENT HEADER WITH SIDE MOUNTING HOLES 1 pO 18"TALL MANUALLY ADJUSTED LOUVER 8 THE DRAYANGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION C CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.SHALL N NNE STREET,CINCINNATI.M LE ORIJ. ANY NOR ACCEPTING THIS H DOCUMENT DOES 50 IN HB5 HSS 5X2X3/16 VENT HEADER WITH SIDE MOUNTING HOLES 4 ARITTEN CONSENTAOF AGREES THAT INC. DE DUPLICATED,IN wNaE OR IN PART,NOR DlsttosED To OTHERS:nTNouT THE OE 18"TALL MANUALLY ADJUSTED LOUVER—OPPOSITE MOUNTED QUAD ARMS 1 REVISIONS OF 18"TALL MANUALLY ADJUSTED LOUVER— CENTER MOUNTED QUAD ARMS 1 � I _ Na. By Date STRUCTURAL ELEVATIONS 2, TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON 4, TWIN FALLS, ID 83301 ENGINEERING NOTE: 'IRBI c"«k°° OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF By Date SCALE DATE IRA"BY CONTRACT No. SHEIT No. STRUCTURAL COMPONENTS ONLY fitKluw AS NOTED 07.25.18 JAH 1880049 51.5 6'-0' 4'-0" to'—o" 10'-0" TOWER "A" SECOND LEVEL STRUCTURAL SCHEDULE FRJ5 W4X13 FLOOR JOIST 1 1843/4" 1-6" I.D. DESCRIPTION QTY LENGTH FRJ4 W4X13 FLOOR JOIST 1 1863/4" WBBC WB6 MS02 WBRA1 W12X45 TOWER BEAM 1 351" FRJ3 W4X13 FLOOR JOIST 1 188" 13'_2,k" WB7CW W12X22 TOWER BEAM 1 391A" FRJ2 W4X13 FLOOR JOIST 1 189" 5'-10V rn 7'-4" WB9CM W12X22 TOWER BEAM 1 135%" FRJ1 W4X13 FLOOR JOIST 1 1a97/8" ��G�p M5156 ' WB2 W12X22 TOWER BEAM 1 111" FRJ10 W4X13 FLOOR JOIST 1 1391/2" W86 W12X22 TOWER BEAM 1 111" FRJ11 W4X13 FLOOR JOIST 1 1381/4" W85 a WBJ W12X22 TOWER BEAM 1 151" FRJ12 W4X13 FLOOR JOIST 1 136%" i� IT W88C W12X22 TOWER BEAM 1 44" FRJ13 W4X13 FLOOR JOIST 1 1351/8" FRJ9 W4X13 FLOOR JOIST 1 983/4" FRJ14 W4X13 FLOOR JOIST 1 945k" o FRJ8 W4X13 FLOOR JOIST 1 1293/4" FRJ15 W4X13 FLOOR JOIST 1 911/2" IlEli il OF] .1 .1 FRJ7 W4X13 FLOOR JOIST 1 1601/2" FRJ16 W4X13 FLOOR JOIST 1 881/4" FRJ6 W4X13 FLOOR JOIST 1 1821h" FRJ17 W4X13 FLOOR JOIST 1 843A" WB4 W12X22 STAIR BEAM 1 1671/2" WI ROLLED L3X3X3/16 1 351YV WB7 N13RA1 WB5 W8X15 STAIR BEAM 1 1611/4" 16'-6v 13'-5y2" A TOWER "A" SECOND LEVEL STRUCTURAL PLAN 51.6 SCALE: 3/8"=1'-0" 10'-0" 10'—O" 10'-0" MSOSb MSOSb MSOSb 10'-0" 10'-0" 10'-0" WB12 WB72 WB12 ;ANGLE ROOF FRAME N N N N I n iT I i I I MS707 4-0" - ---- c TOWER "A" PARAPET WALL STRUCTURAL PLAN WB10 TW. 51.6 SCALE: 3/8"=1'—O" I, Tp9�/. E TOWER "A" PARAPET SCHEDULE STRUCTURAL HSS TUBING 13097 WBRA2 I.D. DESCRIPTION QTY. LENGTH y 1 r Q? o" 3.-0" TOWER "A" ROOF STRUCTURAL PLAN MS107 HSS 6X4X1/4 ROLLED BEAM WITH MOUNTING HOLES 1 3517/8" 10-24-2018 SCALE: 3/8"=1'-0" 3'-10" MS05d HSS 6X2X3/16 BEAM WITH MOUNTING HOLES 2 1517/8" TOWER "A" ROOF STRUCTURAL SCHEDULE W810 W10X26 TOWER BEAM 2 351" rMS05b HSS 6X2X3/16 BEAM WITH MOUNTING HOLES 3 1117/g" I.D. DESCRIPTION QTY. LENGTH FRJ19 W4X13 ROOF JOIST 2 1893/'g" THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPE—AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE WI WlOX26 TOWER BEAM 1 351" MS181 L3X3X1/4 2 457k" PROPERTY OF ROUGH BROTHERS,INC.5513 NNE STREET,CINCINNATI,OH 45217. ANY PARTY ACCEPTNG THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED,IN THOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS,INC. W811W W10X19 TOWER BEAM 2 151" FRJ24 W4X13 ROOF JOIST 1 180" REVISIONS SSTIR. UNOCCUPIED ATTIC STORAGE \ NO. By Date WB12 W10X19 TOWER BEAM 3 111" FRJ26 W4X13 ROOF JOIST 1 1701/b" I Y11�1 2.FRJ25 W4X13 ROOF JOIST 1 1701A" MS132 HSS 4X2X3/16 STRINGER WITH CONNECTION CLIP HOLES&MOUNTING HOLES 1 331/2 TOMMY EXPRESS" �- 3 SE CORNER CHANEY & WASHINGTON FRJ23 W4X13 ROOF JOIST 1 180" MS149 HSS 4X2X3/I6 STRINGER WITH CONNECTION CLIP HOLES&MOUNTING HOLES 1 297/8" 4' TWIN FALLS, ID 83301 ENGINEERING NOTE: cn«eaa OWNER TOMMY EXPRESS FRJ21 W4X13 ROOF JOIST 2 1861/2" W810 ROLLED L3X3X3/i6 1 3517/�8" ENGINEER'S SEAL APPLIES TO DESIGN OF RBIF�PAS SCALE DATE DRANK BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY NOTED .7.25.18 JAH 1880049 S1.6 25'-0" 25'-0" 25'-0" 10'-0" 1 O'-0" 5-0" 10'-0" 10'-0" 5'-0" 10'-0" 10'-O" 5'-0" WB15 WB16 WB18 WB23 WB24 WB25 MS05c MSOSc MS05 I I I I I I I I I I I I 2•-0" I I I I I I I I TYP. I I I I 4'-0" I I I I I I I I I I SPAN MAX I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I p l I I LL rc l a I SHIPS LADDERI I N ul I LL I I LL I LL LL 4 COORDINATE LOCATION 3 1 I 12-E 15E 4 4 4 1 3 I I I I I WITH G.C. I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I W814 I I I I I WH21 I I I I I I I I I I I I I I I I I I — -- -- -- -- -- -- -- — ----- ----- -- ------ ------ ------ ------ ------ -- I I I I I I I I I I I I I I I I I I I I I I I I I I I WBRA3 WBRA4 MS32 �1 TOWER "B" SECOND LEVEL STRUCTURAL PLAN TOWER "B" TOWER ROOF STRUCTURAL PLAN �c TOWER "B" PARAPET STRUCTURAL PLAN 51.7 SCALE: 3/8"=1'-0" 51.7 SCALE: 3/8"=1'-0" 51.7,j SCALE: 3/8"=1'-0" TOWER "B" SECOND LEVEL SCHEDULE STRUCTURAL TOWER "B" ROOF SCHEDULE STRUCTURAL TOWER "B" PARAPET LEVEL SCHEDULE STRUCTURAL HSS TUBING I.D. DESCRIPTION QTY. LENGTH I.D. DESCRIPTION QTY. LENGTH I.D. DESCRIPTION QTY. LENGTH WBRA3 W12X30 TOWER BEAM 1 2933/4" WBRA4 W10X26 TOWER BEAM 1 2933/4" MS32 HSS 6X4X1/4 ROLLED BEAM WITH MOUNTING HOLES 1 2937/8" WB20 W12X22 TOWER BEAM 1 89" WB22W W10X19 TOWER BEAM 2 89" MS05. HSS 6X2X3A6 BEAM WITH MOUNTING HOLES 2 897/8" W815 W12X22 TOWER BEAM 1 113" WB23 W10X19 TOWER BEAM 2 113" MS05C HSS 6X2X3A6 BEAM WITH MOUNTING HOLES 2 1137/8" WB18 W12X22 TOWER BEAM 1 53" WB25 W10X19 TOWER BEAM 1 53" MS05 HSS 6X2X3A6 BEAM WITH MOUNTING HOLES 1 537/8" WB16 W12X22 TOWER BEAM 1 113" FRJ37 W4X13 ROOF JOIST 1 1107/8" WB19 W12X22 TOWER BEAM 1 89" FRJ38 WI ROOF JOIST 1 1107/8" WB17C W12X22 TOWER BEAM 1 111" FRL35 WI ROOF JOIST 2 1201/4" FRJ32 W4X73 FLOOR JOIST 1 1077/6" FRJ33 W4X13 ROOF JOIST 2 1241/2" FRJ31 W4X13 FLOOR JOIST 1 1133/4" WB21 ROLLED L3X3X3/16 1 293" FRJ30 W4X13 FLOOR JOIST 1 1183/6" FRJ129 W4X13 FLOOR JOIST 1 '213/4" FRJ28 W4X13 FLOOR JOIST 1 124" FRJ27 W4X13 FLOOR JOIST 2 125" ty'- � 15TEq i W814 ROLLED L3X3X3A6 1 293" E 13097 c E.5�P 10-24-2018 THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECNAL PROPE—AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS,INC.5513 NNE STREET,CINCINNATI,OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONTGENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED,IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS,INC.\ REVISIONS No. By Date STIR. UNOCCUPIED ATTIC STORAGE 1. 2. TOMMY EXPRESS �- 3. SE CORNER CHANEY & WASHINGTON 4. TWIN FALLS, ID 83301 CH«k"a OWNER TOMMY EXPRESS ENGINEERING NOTE: I�(D' ENGINEER'S SEAL APPLIES TO DESIGN OF ey Date SCALE DATE DRANK BY CONTRACT NO, SHEET NO. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 S1.7 15 14 13 12 C EXTEND GRATING TO RADIUS B CORNER. MEZZANINE COLUMNS.NOTCH AS NEEDED. I 11n I ❑ I ❑ I I I I M510a M510 I I D I I 51.8 MA194 n 6MM I I a C GP-6 GP-6 zzi Z m w O I V TO Q N SHIPS LADDER I A I I _ n 0 10'-0" 10'-0" 10'-0• a a a a a a a a TB. a a a a a a a a s I I I I I I I I I I I I I I I I I I I CN U Cr tD C" U L9 tD LD tD tD tD t9 CD tD tD tD C9 C'1 A UNOCCUPIED ATTIC STORAGE EQUIPMENT ROOM MEZZANINE STRUCTURAL PLAN B UNOCCUPIED ATTIC STORAGE EQUIPMENT ROOM MEZZANINE GRATING PLAN 51.8 SCALE: " 1'-0" 51.8 SCALE: 1'-0" MEZZANINE SCHEDULE RECTANGULAR STRUCTURAL HSS TUBING 2" GRIP—TRACK PLANK SCHEDULE FOR 9 FT UNOCCUPIED ATTIC STORAGE ____________ I.D. DESCRIPTION QTY. I.D. DESCRIPTION LENGTH QTY. •*INSTALLER NOTE** GRIP-TRACK GRATING PROVIDED LONG,12'-0"� LANKS.CUT AS NEEDED AROUND POST,AND MA192 HSS 1OX4X5/16 BEAM WITH WELDED STRINGER CLIPS&HOLES 1 GP-5 GRIP TRACK PLANK 14 GA.X 113/4"(FIELD CUT) 144" 19 LP OORDINATE OVERALL LENGTH WITH G.C.BEFORE **SEE INSTALLER NOTE** CUTTING AND ATTACHING TO STRINGERS. MA193 HSS 1OX4X5/15 BEAM WITH WELDED STRINGER CLIPS&HOLES 1 GP-6 GRIP TRACK PLANK 14 GA.X 7•(FIELD CUT) 144. 2 *«SEE INSTALLER NOTE MA194 HSS 1OX4X5/16 BEAM WITH WELDED STRINGER CLIPS&HOLES 1 MS70 HSS 4X2X7/4•STRINGER WITH MOUNTING HOLES 8 MS10a HSS 4X2X7/4"STRINGER WITH MOUNTING HOLES 8 C C-ON-NE-CT-A NGL E BY MATCH -AT-CHDECKING DRILLING 13/ 6'INTO POS-TI EXTEND GRATING TO RADIUS AND USING(1)BOX BOLTS. IIIIIIII FIELD VERIFY CUT LENGTH CORNER OF MEZZANINE II (12 TEK 45 COLUMNS.NOTCH AS NEEDED. CONNECT I'III ANGLE BY MATCH G GRATING DETAIL DR LUNG 13/16"6'S INTO POST 51.8 SCALE: 1"-1'-0" AND USING(2)BOX BOLTS. F HSS 4X2 STRINGER y5 'u E At• I TEQ i TYPICAL GRATING FASTENING DETAIL E 51.8 GRIP TRAC DECKING GRIP TRAC DECKING SCALE: 6" V-0" 13097 7" 113/4 x 144"(FIELD CUT)TYPICAL 113/4"x 144"(FIELD CUT)TYPICAL 7" DECKING ZDECKING MOUNTING CUP DECKING MOUNTING CUP DECKING f, 7"x 144"®END(FIELD CUT) 7"x 144"®END(FIELD CUT) 10-24-2018 I I I I e e I I THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE O E O O PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI.ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED,IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS—OUT THE O 51 a O O WRITTEN CONSENT OF ROUGH BROTHERS,INC. REVISIONS Nu. Br oola STRUCTURAL UNOCCUPIED ATTIC STORAGE GRATING PLAN & DETAILS F, TOMMY EXPRESS o GRATING DECKING DETAIL 3 SE CORNER CHANEY & WASHINGTON RBI s1.e SCALE: 1"—1'-0• '• TWIN FALLS, ID 83301 ENGINEERING NOTE: cn°`k°° OWNER : TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. rEr] STRUCTURAL COMPONENTS ONLY fitecluw AS NOTED 07.25.18 JAH 1880049 51.8 B B.3 B.7 C CA D D.5 E GENERAL NOTE `T.F.F.=TOP OF FINISHED FLOO R J MS707-REF-51.8 L=====____=====J S2.1 AT STUB COLUMN(DI J I i MSOSd-REF-51.6 I I I I I I I I MS32-REF-S7.7 MS05a-REF-51.7 I I I I I I I jG L MA203-REF-S1.7 52.1 COL Sl.UMN I I ARB-2-REF-S7.6 REF: SHT 51.0 I I I I er Ire I I e I BC-2L C-2 H I + I TR-2L-REF 51.4 MA208-REF-S1.7 I 11 I T P5-REF-S1.4 II S2.0 SB3 AdB H II I S2. I II I II I D III II S2.1 I N I I I I ,I I Nl I b ]I I o I I I I I C I AFB-3-REF-51.6 I o MA138-REF-S1.7 _II 1C BC-iR 52.1 II - I I EX-IG-1 II I W � BC-iL I y I I I c I� II L - a J Le I�I u u L u u L L _ E,,' MA206-REF-51.7 I I S21 MA192-REF-S1.8 AFB-2-REF-51.6 II { II ( SIM. 0 I C ( ill II 52.1 I COLUMN 83 >C' 'i O1 ( I COLUMN E3 ��, REF: SHT S1.0 ( REF: SHT Sl.O COLUMN(ASL) COLUMN FSR REF: SHT S1.0 ( ) (2)ROLLED C10X15.3 COLUMN(C7) COLUMN E REF: SHT 51.0 O I I T X REF: SHT 51.0 7 NEEDED 0 FORM BO REF. SH 510 d I I COLUMN(D) COLUMN(BC) RING FRAME. I I REF: SHT 51.0 REF: SHT 51.0 II I I II I II I I T.F.F. aD iD a� I v� m I¢Hi I I � F p9'�Q^i. 1'-3Y2" 1•_3Y• 2'-Ov 3'-0%" t C 6•_4)�" _3. 6'-4%* 8'-6)V 5._7. 13097 c 45-7" A EXIT ELEVATION 10-24-2018 51.9 SCALE: 1/z"-1'-, SIDEWALL BRACING SCHEDULE BOLTED BRACING CLIP SCHEDULE EXIT SIDE WALL GIRT SCHEDULE THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE I.D. DESCRIPTION LENGTH OTY. I.D. DESCRIPTION OTY. LENGTH c0 FIDENCE AND AGREESDTHAT IITNSHALL NOT 6E DUPLICATED I INAMOLE ON OR2IIN PART,NOR DISC OSED TO OTHERSOWTHOUT THE 50 IN I.D. DESCRIPTION CITY. LENGTH WRITTEN CONSENT OF ROUGH BROTHERS,INC. BC-1L L6X4X5A6`NTH(3)5j80"HOLES 4" 1 EX-G-I HSS 6X4X1/4 WITH MOUNTINGHOLES BOTH ENDS 1 1615j8" RECISIONS s63o L2X2X3/1g WITH(2)9/g X 13Sg SLOTS&5�g0 CENTERED 1 1ss3�" !I N. ey o"' STRUCTURAL EXIT ELEVATION BC-1R L6X4X5/16 NTH(3)SAO"HOLES 4" 1 1 T. SB3b MID-COPED L2X2X3/I6 WITH (2)9/16 X 13A6 SLOTS&5/I60 CENTERED 1 1583/8" 2. TOMMY EXPRESS BC-2L L6x4X5/g WITH(2)5r80"HOLES a' 1 3 SE CORNER CHANEY & WASHINGTON ` TWIN FALLS, ID 83301 EXPRESS ENGINEERING NOTE: 'Ip�I cn«kaa BC-zR Lsx4x5�yg NTH(2)5�ge"HOLES a' 1 R OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY rEr] SCALE OAT[ DRANK BY coNTRACT No. SHEET No. fitKlueu AS NOTED 07.2TE JAH 1880049 S1.9 B.7 B.3 B A *«GENERAL NOTE w« T.F.F.=TOP OF FINISHED FLOOR MS107-REF-S7.6 MSOSd-REF-57.6 COLUMN(D3) REF: SHT S1.0 MS32-REF-S1.7 i. MSO5.-REF-S1.7 MA160-REF-SI.6 MA205-REF-51.8 MA206-REF-S1.7 L I LJ I:] [_. COLUMN(ES) REF: SHT 51.0 C-21- C-2 TR-2D-REF S1.4 P1-REF-S1.4 D S21 I I IC `i II II ee 'e II II III __ n e a I I I � eel er) I I 4 Y I I •I o_ a w ET G-1 5z.1 BC-1L ] BC-1R c+ ^� MA196-REF-S1.6 ) ^ I MA204-REF-51.7 u c I I III L$ III II j��J Li MA260-REF-Si.6 I _ 1 I- I I I I I E I ENTRY RING I 52.1 I of I C a I - rcm I m sl 52.1 �I I COWMN(B7) Z. I a REF: SHT S7.0 $IM. cWi3 I I I COLUMN(FSL) (2)ROLLED C10X15.3 I COLUMN(E4) REF: SHT S1.0 WELDED TO FORM BOX I REF: SHT S1.0 RING FRAME. I I D2 COLUMN(ASR) COLUMN( ) REF: SHT 51.0 REF: SHT 51.0 ' I I I T.F.F. I T.F.F. m � � E I51Eq /. E 5'-1" 8'-3" 6'-7)�" 11'-3" 8-4k2" 8'-0" 13097 n C 4s'-7' 10-24-2018 A ENTRY ELEVATION S1.10 SCALE: 1/2"-1'-O' SIDEWALL BRACING SCHEDULE BOLTED BRACING CLIP SCHEDULE ENTRY SIDE WALL GIRT SCHEDULE THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE I.D. DESCRIPTION CITY. LENGTH I.D. DESCRIPTION LENGTH QTY. I.D. DESCRIPTION QTY. LENGTH coNFloENcc nrRo AGREES THAT ouaucAhol�N Awlioii oR2IeNPARiY r%a olsc osio io oilsiERSGw�TNour�Hi 50 IN WRITTEN CONSENT OF ROUGH BROTHERS INC. SB3. L2X2X3/16 WITH(2)9/I6 X 13/I6 SLOTS&5/160 CENTERED 1 1583/8" BC-11- L6X4X5A6 WITH(3)5/80"HOLES 4" 1 ET-G-1 HSS 6X4XI/4 WITH MOUNTINGHOLES BOTH ENDS 1 1615/8" REVISIONS `�� � Na. Br Dale STRUCTURAL ENTRY ELEVATION SB3b MIOD-COPED L2X2X3/I6 WITH(2)9/16 X 13/16 SLOTS&5/160 CENTERED 1 1583/8" BC-iR L6X4X5A6 WTH(3)5/80"HOLES 4" 1 c/EIr1Y�� T '""'"r"" 2. TOMMY EXPRESS BC-21- L6X4X5A6 WITH(2)5/80"HOLES 4" 1 3 SE CORNER CHANEY & WASHINGTON ` TWIN FALLS, ID 83301 EXPRESS fIs O � ENGINEERING NOTE: 'Ip�I cn«kea ec-2R L6X4X5A6 WITH z 5 m"HOLES a" 1 R OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF er Date SCALE DATE DRAM By CONTRACT NO. SHEET No. STRUCTURAL COMPONENTS ONLY fitKlu.0 AS NOTED 07.2TE JAH 1880049 51.10 it rr GENERAL NOTE+r l LT.F.F.=TOP OF FINISHED FLOOR J TR-2-REF S1.4 P2-REF-S1.4 II I I 1 0 II ^6 m I N I ISEE SHEET S2.2 FOR II ADDITIONAL FLIGHT DECK CONNECTION DETAILS FOR THESE BEAMS 'I 7 I I POST(8)REF: POST(E)REF: SHT S1.0 SHT S7.0 I C S7.11 T.F.F. m I m 32'-6" B PARTIAL ISOMETRIC VIEW OF FLIGHT DECK D B 51.11 SCALE 38"=1'-0" A INTERNAL CROSS SECTION ELEVATION s1.11 SCALE: 112"=r—o• HSS 12X4X3yt"BEAM,FIELD DRILL LEFT END HOLES TO MATCH HOLES IN (2)1/2"X 14 FORMED ANGLE TOP&BOT.BRACKETS GALV.NUT&BOLT TOE ONLY ON POST FIELD DRILL HSS 3iIIs (2)1h"%14• 12X40%BEAMS TO MATCH HOLES GALV.NUT&BOLT E _ L4X01/4 X 0'-5"CUP 15 TTE9 � ANGLED HSS I I f 12%4XW BEAM I 13097 HEADER,FIELD I I DRILL HOLES TOMATCH FORMEDHANGLOLESEN SEAT TOP&BOT P BRACKETS ON I I IIIII f. POST I I II III 10-24-2018 I I I IIII II 11 I iLE-liJL HSS 6X6 POST I I AN FORMED L6X4X1k X 0'-5"SEATS 5/8"FORMED I I ANGLE SEAT THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND DPARTY ACCL INFORMATION IT CONTAINS ARE THE AGLE SEAT I I L-- PROPERTY OF ROUGH BROTHERS,INC.SHALL NNE STREET,CINCINNAT,ON 45217. ANY PARTY ACCEPTNG THIS DOCUMENT DOES 50 IN CONFI-TTEENCE AND AGREES THAT IT SHALL NOT BE DUPUCATED,IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS ITHOUT THE I I WRITTEN CONSENT OF ROUGH BROTHERS.INC. I I TYP' REVISIONS N'. By oo<` STRUCTURAL INTERIOR ELEVATION TYP �Ie" 2. TOMMY EXPRESS �1 FRAMING DETAIL ® TOWER "A" HSS 12X4X3/8" BEAMS 3. SE CORNER CHANEY & WASHINGTON s1.11 SCALE 11h"—1'-0• ` TWIN FALLS, ID 83301 ENGINEERING NOTE: I��I Gh"k`d OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF Sy Dote DATE DRAM BY CONTRACT NO. SHEET NO. S1RUCIURAL COMPONENTS ONLY ill1KTBIItl SCALE AS NOTED 07.25.18 JAH 1880049 S1.11 II **GENERAL—NOTE-.-.— II T.F.F.=TOP OF FINISHED FLOOR IIL A.F.F.=ABOVE FINISHED FLOOR J FLOORING MATERIAL 14 GA.X 11/2"GALVANIZED STEEL IN TOWER"B" GRIP TRACK GRATING BY BY OTHERS. RBI STRUCTURES 9'-6"A.F.F. 9'-6"E., / TOP OF GRATING 0 / TOP OF STEEL 0 EQUIPMENT MEZZANINE /r� - TOWER B SECOND LEVEL Lo • • / S2.3 • • / 3T/6" // / 37ifi" l / 11/4"STEEL TUBE RAILING / / 11/q"STEEL TUBE RAILING MC8X8.5 GALVANIZED SHIPS LADDER MC8X8.5 GALVANIZED SHIPS LADDER • • / (11)1X6 X 3/I g"GALVANIZED GRATING TREADS(TYP). (11)1X6 X 3/56"GALVANIZED GRATING TREADS(TYP). BOLTED WITH(2)3/8"m X 1"HEX HEAD BOLT,NUT / / BOLTED WITH(2)3/8"O X 1"HEX HEAD BOLT,NUT &WASHER / &WASHER / (1)1/2"m POWER BOLT INOTCONCRETE THROUGH / / (1)1/2"m POWER BOLT INOTCONCRETE THROUGH 1-04X1/4" 1-04XI/e /• • / s. • • / ss. T.F.F. T.F.F. TOP OF CONCRETE TOP OF CONCRETE �1 SHIPS LADDER ® EQUIPMENT ROOM MEZZANINE SHIPS LADDER ® TOWER "B" 32.3 SCALE: 1"=1'-0" 32.3 SCALE: 1"=1'-O" 14 GA.X 1/2" GALVANIZED STEEL y51M F GRIP TRACK GRATING BY fit' I, TE '/.. RBI STRUCTURES IN DRY BACK ROOM. t 9C FLOORING BY OTHERS IN TOWER"B". G 13097 / 1 P 17 ��E.SAP / (2)1/2"m BOX BOLTS 10-24-2018 L———— THE DRAWINGS AND DATA IN THIS ER DOCUMENT.AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.UME NNE STREET.CINCINNA ON PER ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE / WRITTEN CONSENT OF ROUGH BROTHERS,INC. HSS 1OX4X1/4"MEZZANINE BEAM REVISIONS Nc. BY oat*FIELD DRILL 13/18'm'S FOR BOX BOLTS /������ SHIPS LADDER SECTIONS AND DETAIL 1 v"",v�t t•"`� :. TOMMY EXPRESS c SHIPS LADDER CONNECTION ' SE CORNER CHANEY & WASHINGTON sz.3 SCALE: 1"=V-0" " TWIN FALLS, ID 83301 ENGINEERING NOTE: °h""" OWNER TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF RBIBy Dace scALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY STt KTU*tl AS NOTED 07.25.18 JAH 1880049 S2.3 1-5- --------------71 **GENERAL NOTE** A.F.F.=ABOVE FINISHED FLOOR AV— V-5" 1/2"0 LAG SCREW INTO 2X6 WOOD BLOCKING MOUNTED TO METAL STUDS BEHIND DRYWALL. 23'-6"ELEV. F.F.A. j TOP OF STEEL (2)CUT 2X6 BOARDS To "A"ROOF LEVEL MOUNTED BETWEEN -- METAL STUDS. HSS 4X2X3/16"ROOF " LEVEL STEEL 6"METAL STUD WALL VATH DRYWALL EACH SIDE GALVANIZED STEEL LADDER WITH BAR 3/bX21/2"STRINGERS &FORMED 3/SX21/2 BRACKETS. 3/4°0 RUNGS. " cSTEEL LADDER CONNECTION TO WALL 32.5 SCALE: 11/4"=1'-O" GALVANIZED STEEL LADDER LA10 a I c I I� I I I I I Ull- C 52.5 TYPICAL WALL I F*DRAWING&INSTALLER NOTE CONNECTION "1 ACCESS LADDERS PROVIDED BY RBI*STRUCTURES. WOOD BLOCKING,LAG SCREWS&INSTALLATION OF LADDER IS RESPONSIBILITY OF THE GENERAL CONTRACTOR. _ —__—__—__—__—__—__—__—__� Ig TE E 1307 E.5�P 10-24-2018 I THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN 3/4 PLYWOOD CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE (BY OTHERS) WRITTEN CONSENT of ROUGH BROTHERS,INC. .T' REVISIONS —_- e'-1Y ELEV.A.F.F. Nc. By Dat* STEEL ACCESS LADDER SECTIONS TOP OF STEEL® I. TOWER"A"2ND LEVEL vt++,v�y 2. TOMMY EXPRESS HSS 4X2X3/16"2ND 3 SE CORNER CHANEY & WASHINGTON LEVEL STEEL 4 \ TWIN FALLS, ID 83301 EXPRESS �1 TOWER "A" ROOF ACCESS LADDER ENGINEERING NOTE: 1RB1 °h"k" OWNER TOMMY EXPRESS 32.5 SCALE: 11/4"-1'-O" ENGINEER'S SEAL APPLIES TO DESIGN OF BY Dace SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY STt KTU*ts AS NOTED 07.25.18 JAH 1880049 S2.5 II **GENERAL—NOTE-.-.— II T.F.F.=TOP OF FINISHED FLOOR L A.F.F.=ABOVE FINISHED FLOOR J Y_ 10'-0" 2 1 10 TREADS O 11" = 9'-2" 3'-0)2" 10'-O" C.1 I I— SIMILAR B --- 52.7 5" 6 TREADS O 11" = 9'-2" 3'-10)�" n n DOWN x, STAIR LANDING ELEV. = 3'-105/8" 1o1�(B" I 1 SL7 FLOORING CONNECTION SP1 MEETING STAIRS AT LANDING -- PANS) (BY OTHERS) Ep 10 UP 15/8"0 HANDRAIL I B__-__ — S2.6 SR9 S1 • 9'-11"A.F.F. 9'-113/4 A.F.F. TOP OF STEEL• TOP OF PLYWOOD TOWER 2ND LEVEL O GRAB RAIL SPLICE FLOORING F 2^ S2.7 O WALL RAIL 6 TREADS O 11" - 5'-6" 3'-6)9" HSS 12X4X3/" G FLOOR BEAM i S2 7 SR10 A TOWER STAIR PLAN BOTTOM RUN SP1 (BEYOND) 52.6 SCALE: 3/4"=1'—O" (10 PANS) I I 7 w N_ MC12X10.6 I X STRINGE POUR AT LANDING R WITH I _ 3"CONCRETE CONCRETE FILLED PANS. I SP2 °i C m SP3 w 15/8"0 HANDRAIL I I I — FIELD CONNECT I I 3'-10P"A.F.F. 2 13'-SXz" 1 GRAB RAIL TOP OF LANDING -' 3'-5k1" 10'-0" I I 5" 10 TREADS O 11" = V-4" 3•-8)2" I HEADER 0.6 uC C.I.5 HEADER a I HEADER o_ • SP1 CJ —_ (6 PANS) GO SP4 — S2 D SR10 IL__ __ B 1" STR Nmci 6ER6 527 POST SIMI 52.7 o T.F.F. TYPICAL T.F.F. b DO N pi SP2 I (10 PANS) 4 5A"O X 41/4"TRUE (2)5/6^O X 41/4"TRUE BOLT WEDGE ANCHOR BOLT WEDGE ANCHOR SP5 ISL8 (6 PANS) IT C ^ 13097 -i V-11" 6 TREADS O 11" = 5'-6" 3'-4%" 5' UP P� y�poo c CROSS SECTION OF TOWER STAIR 10-29-2018 M 52.6 SR9 SCALE: 3/4"=1'—O" Ir SP6 ° THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE ADDITIONAL I WRITTEN CONSENT OF ROUGH BROTHERS,INC. REVISIONS SPACE AT SECOND No. By Dal, CONCRETE PAN SCISSOR STAIR LEVEL. //V��������\�'�,��, 1 !p`0 fl 2 TOMMY EXPRESS 3. SE CORNER CHANEY & WASHINGTON B TOWER STAIR PLAN TOP RUN (wow. ° TWIN FALLS, ID 83301 sz.s SCALE: 3/4"=1'-0" lRBI D"""" OWNER TOMMY EXPRESS ENGINEERING NOTE: RR ENGINEER'S SEAL APPLIES TO DESIGN OF BY Dace scA DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY STtuCiutts AS NOTED 07.25.18 JAH 1880049 52.6 15A"O O.D.PIPEr------------__� STAIR RAIL. 3"CONCRETE LANDING 1 ++GENERAL NOTE M ++ �I MC12X70.6 STRINGER L 2X10.6 INGE A.F.F.=_ABOVE FINISHED FLOOR TRINGE.6 L_==—= ____==—==J 'M "CON ON STRINGER MC72%10.6 HEADER (3)112"0 X 51/2" END P S. THRU BOLTS 2"CONCRETE FILLED PAN 3"POURED CONCRETE -- LANDING 9'-11"OF S A.TEEL F.F. 3'-105Ag ELEV. TOP O TOP OF LANDING D 3'-105 "ELEV. TOWER 2ND LEVEL � /8 p p y a TOP OF LANDING ' 1�• 11�" _ d 3/4"PLYWOOD -- < 4 4 FLOORING (BY OTHERS) �• T 1-15 YP. n 5 D L2X210/4"LANDING SUPPORT SHOP WELDED TO STRINGER. I (4)5/8'0 X 13/4•BOLTS ;2 FLOOR BEAM (2)5%"0 X 13/4"BOLTS J T COLUMN WITH(2)5/8"0�—j BOLTS EACH LEG. BAR 3/8"%5%0'-6"SHEAR TAB c COLUMN CONNECTION ® LANDING A STAIR CONNECTION ® 2ND LEVEL C8X11.5 HEADER 52.7 SCALE: 3"=1'—O" 52.7 SCALE: 3"=1'-0" MC12%10.6 11" STRINGER 12 GA.FORMED STAIR PAN TYPICAL TREAD (B)HEADER CONNECTION AT STRINGER 52.7 SCALE: 3"=1'—O" 12 GAGE FORMED STAIR PANS o TYPICAL FIELD WELD OF PANS 52.7 = HIGH RUN STAIR RAIL SCALE: 3" 1'-0" HAND RAILS BUT TOGETHER USING YIELDED TAB INSERT.WELD AT SPLICE(BY OTHERS),GRIND 1 SMOOTH AND USE TOUCH UP PAINT AFTER. 8'-97%" 4" I L4X4X3/g LANDING COLUMN INTO 9" X" I 3Y4 2 60 LAG SCREW WOOD BLO KING MOUNTED CS17 WITH(2)%"0 X TO 41/4"TRUE BOLT WEDGE TYP• DRYWALL. STUDS BEHIND ANCHOR I .o ^ C.1 (2)CUT 2X6 BOARDS >: PAINTED WALL RAIL WITH WELDED MOUNTED BETW �--I BRACKET BELOW WITH 7/16"O METAL STUDS.EEN y CENTERED. U LOW RUN STAIR RAIL N TOP OF POURED LANDING. 3'-105A� A.F.F. 6"METAL STUD WALL TOP OF LANDING WITH DRYWALL EACH SIDE LOW RUNNSIDE O O �1t.T E STAIR STRINGERI`�'t 4 77%" I 13097 c 6 • ���E.SPUP` �1 HAND RAIL END CONNECTION TO COLUMN TPYICAL WALL RAIL CONNECTION 1 -24-20Le M I L4X4X3/8 LANDING COLUMN 1 • 4�" 52.7 SCALE: 1 1/2"=1'—O" 52.7 SCALE: 1 1/2"=1'-0" LOW RUN NSIDE CS18 WITH(2)5/8"0 X STAIR STRINGER 41/4 TRUE BOLT WEDGE 6J�" ANCHOR np THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS,INC. E STAIR STRINGERS & LANDING COLUMN LOCATION PLAN REVISIONS 32.7 SCALE: 2"—1'-0" Nc. 6Y oal, STAIR SECTIONS "'0 2 TOMMY EXPRESS 3. SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 EXPRESS ENGINEERING NOTE: 1��I °h""" OWNER : TOMMY EXPRESS ENGINEER'S SEAL APPLIES TO DESIGN OF 6Y Dace scALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY SMIKTUNIEl AS NOTED 07.25.18 JAH 1880049 S2.7 .r DRAWING NOTE•. DS=DOWNSPOUT LOCATION i6 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 �T G3.0 s7^ nsdg' ns7�" 9'-117 1 ns7y" ns7y ns7g^ ns7/�" 11s7%, 197g" 711�X5 OPP.&I I I ids GAP - I F SIMILA_R J JJ TYP. Ir G3. I GLR G DS GL I�GL GL GL DS GL GIL GL GLD DS 1 GL 1 GL GILL — - -- -- ------ ------- ------ ----- ------ T ••INSTALLER NOTE IIUSE OFFSET BRACKETnI 1T-M274 THIS STUB 1I I I I I I I I I I I I I I I I I _ CENTER LINE OF +I }I CENTER LINE OF I CENTER LINE OF WASH BAY - _ _ _ _ —_ _ - _ _ - WASH BAY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WASH BAY Io I I I I I I I I I I I I I �I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 1 II.grygTALLER NOTE*• II nt,,,L_74 USE OFFSET BRACKET o _ _—_— —_—_—_--�_—_—_—_-_—_—_—_-_—_—_— —_—_—_--�_—_—_—_ THIS COLUMN.; DS- GHL GH GH GH GHD GH GH GH GH GH GHD II GHR- F —' 3. - - - - - - - - E 1As GAP TYPI 132 4` 1197�' 119�" 1197/8" 119?�' 1197/g" 11976" 1197A8" 1197A" 119%" 1197A�" 56" A GUTTER LAYOUT G3.0 SCALE: 3/16"=1'-O" HIGH SIDE GUTTER I.D. DESCRIPTION LENGTH CITY. TAG/PART MARK GH 14 GA.FORMED GUTTER 1197/8- 8 T-GUO1 GHD 14 GA. FORMED GUTTER WITH HOLE FOR DOWNSPOUT 1197/8" 2 T-GU02 GHL 14 GA.FORMED GUTTER NTH WELDED END PLATE-LEFT 132" 1 j T-GU44 GHR 14 GA. FORMED GUTTER WITH WELDED END PLATE- RIGHT 56" 1 T-GU46 LOW SIDE GUTTER CITY. 1 TE y51� 5� 5TEq i.. TAG/PART E C I.D. DESCRIPTION LENGTH MARK 13097 GL 14 GA.FORMED GUTTER 1197/8" 8 T-GU48 /� Fyn 1 GILD 14 GA. FORMED GUTTER WITH HOLE FOR DOWNSPOUT 1197/b" 3 T-GU49 7�E.5>I�P 10-29-2018 B GILL 14 GA.FORMED GUTTER NTH WELDED END PLATE-LEFT 7115/1 g" 1 T-GU50 G3.1 GLR 14 GA. FORMED GUTTER WITH WELDED END PLATE- RIGHT 57" 1 T-GU52 THE DRAWINGS AND DATA IN THIS DOCUMENT.AND THE INTELLECTUAL PROPE—AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS,INC.5513 NNE STREET,CINCINNATI,OH 45217. ANY PARTY ACCEPTNG THIS DOCUMENT DOES SO IN A I CONTGENCONSEN CE DTAGREES OF HTHAT IT SHRS.INOT BE DUPLICATED,IN THOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE —TTENG3.1 REVISIONS No. By Dale B ROOF SECTION GUTTER PLAN �-----� YtiK��11 1. G3.0 SCALE: 1/2"=1'-O" z. TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON ` TWIN FALLS, ID 83301 Ch«.d OWNER : TOMMY EXPRESS ENGINEERING NOTE: I Br Dale ENGINEER'S SEAL APPLIES TO DESIGN OF ftmucm'Ln SCALE DATE DRAwN Br CONTRACT No. SHEET No. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 G3.0 3/8'X 1"H.H.GALV. BOLT AND NUT, 3/8"LEAD WASHER, #10 X 5/8"H.H.SS 3/8"GALV.WASHER SHEET METAL SCREWS OTY-4 PER ASSEMBLY 18"D.C. (PLACE LEAD WASHER BETWEEN GALV WASHER RUBBER SEALING /-I,GUTTER FOR SEAL) 14 GA.FORMED TAPE BETWEEN I GUTTER BUCKET GUTTER BUCKET& #10 X 5/8"H.H.SS I HIGH SIDE DOWNSPOUT SHEET METAL SCREWS 18"O.C. I i RUBBER SEALING ------ ------------ ---------------------- I I I TAPE BETWEEN ------- ------------ ----------------------- GUTTER SUPPORT 14 GA.FORMED RUBBER SEALING GUTTER BUCKET I BRACKET&GUTTER TAPE BETWEEN HIGH SIDE I I BUCKET --------- -------- - - GUTTER SUPPORT I I BRACKET&GUTTER BUCKET RUBBER SEALING II a I I I I TAPE BETWEEN I I I I #12 X 1 1/4'H.H.TEK 45 SCREW56- GUTTER SUPPORT ----- -- -- -- -�-- ---- --- ------ BRACKET&GUTTER I I / I W/11/t"BONDED WASHERS BUCKET I II / \`\ OTY-6 PER BRACKET I O O #'12 X 1 1/4"H.H.TEK 45 SCREW 10 GA.FORMED __� W/11/8 BONDED WASHERS p12 X 1 1/4"H.H.TEK 45 SCREW I /� I I GUTTER BUCKET __-___ OTY-ACKET (6)PER BRACKET W/11/8"BONDED WASHERS I /� I 1UCENTER DPPORT R®EACH POST 2 1 OTY—6 PER BRACKET I () /1"0 x 11/2'S.S.HEX HEAD I I [018005—FAB83] G BOLT&WASHER 10 I I I GA.FORMED WITH AVK KNURLED THREADED GU I I G3 1 GUTTER BUCKET I I #12 X 11/4""H.H.TEK 45 SCREW INSERT PER BRACKET SUPPORT BRACKET OTY—6 PER BRACKET 1 CENTERED®EACH POST 6X6 COLUMN ANTI—SLIP TEK.#12 X 11/4" H.H.TEK 45 SCREW [018005-FAB83] OTY-1 PER BRACKET #12 X 11/4 H.H.TEK 45 SCREW 10 GA FORMED CITY-6 PER BRACKET GUTTERBUCKET SUPPORT BRACKET A — B GUTTER DETAIL — LOW SIDE CITY—1 CENTERED®EACH GUTTER DETAIL HIGH SIDE G3.1 "= ' ' —FAB83 COLUMN SCALE: 6 1-0 c3.1 SCALE: 6"=1'-0" C GUTTER BUCKET SUPPORT BRACKET AND DOWN SPOUT DETAIL[ ] G3.1 SCALE: 3"=1'-O" GUTTER BUCKET GUTTER BUCKET SPLICE E G3.1 14 GA.FORMED GUTTER BUCKET GUTTER BUCKET SPLICE HIGH SIDE -------------- -------- ----- --------------- ----------------- .----------- --------L----- — O O I II RUBBER SEALING TAPE BETWEEN GUTTER BUCKET& �+ �} GUTTER SPLICE 0I I I I I (D I II I I • -------- ------ TIP . I I BOL X N H.H.GALV. M274 10 GA.OFFSET BRACKET. RUBBER SEALING BOLT AND NUT, 3/8"X 1'H.H.GALV. TAPE BETWEEN 3/8"LEAD WASHER, BOLT AND NUT, GUTTER BUCKET& 3/8:GALV.WASHER 3/8"LEAD WASHER, GUTTER SPLICE CITY—8 PER SPLICE %"GALV.WASHER OTY—8 PER SPLICE HSS 8X6X5/I6 81 �z HSS 6X6X5/16 STUB 0 SIM. E I, TEq�i o GUTTER BUCKET SPLICE E GUTTER BUCKET SPLICE F GUTTER BUCKET SP E G3.1 SCALE: 6"=1'-0' G3.1 SCALE: 6"=1'-O" G3.1 SCALE: 3"=1'-O" 1 7 C 10-24-2018 DOWNSPOUT ASSEMBLY FLAT MOUNTING PLATE,1/8"ALUM. 4"x 7" O THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.SHALL N NNE STREET,CINCINNATI,WHOLE ON ORIJ. ANY PARTY ACCEPTING THIS DOCUMENT DOES 50 IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTTERS 1WT10UT THE WRITTEN CONSENT OF ROUGH BROTHERS,INC. 4"ALUM.SCHEDULE 40 PIPE REVISIONS 2"LONG. Nc. BX oat, GUTTER DETAILS TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 c ISOMETRIC DOWNSPOUT ASSEMBLY CRB °h""" OWNER TOMMY EXPRESS c3.1 SCALE: 6"=1'—O" ENGINEERING NOTE: By Dace ENGINEER'S SEAL APPLIES TO DESIGN OF f1auC1w>u SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 G3.1 GUTTER BY RBI STRUCTURES -------- ---------- --------- I I I O l O 10 GA.FORMED I I GUTTER BUCKET 1 SUPPORT BRACKET I I CITY-1 CENTERED O EACH COLUMN SCH.40 PIPE I BY RBI STRUCTURES DI I I I I B \, I DSCHARGE OFFSTRUCT ACM GUTTER WRAP I I I I I • ACM GUTTER WRAP GUTTERURESRBI BY RBI STRUCTURES BY PS BY • I I I I I I FRAMING COLUMN BY RBI 1 I I I I I STRUCTURES I I I I I I I I I 1 I I I I I I I 1 I I I I I I I 3MM ACM LSDSC-A 1 I I I I I FORM AND ATTACH I I II I I USING FORMED ALUMINUM 1 I I BRACKETS. 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I I 4MM ACM HSDSC-BC FORM AND ATTACH USING FORMED ALUMINUM BRACKETS.PIECE E BENT PLATE FOR MAT WASHER STUD WALL TIE BACK I I PROVIDED LONG,CUT AS NEEDED TO G3.2 I I FIT. I I I I I I Egy�L F,� THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE I I PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE A LOW SIDE DOWNSPOUT SECTION 13097 WRITTEN CONSENT of ROUGH BROTHERS,INC. G3.2 SCALE: 1112"=1'-O" `. REVISIONS O FIVE LOCATIONS Nc. By Dal, DOWNSPOUT DETAILS 'rot y 2 20-24-2018 ` Z' TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 B HIGH SIDE DOWNSPOUT SECTION CRB °h""" OWNER TOMMY EXPRESS G3.2 SCALE: 11/2"=,r-G" ENGINEERING NOTE: rErE ENGINEER'S SEAL APPLIES TO DESIGN OF s1auc1••V SCALE DATE DRAWN BY CONTRACT No. SHEET ND. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 G3.2 5'-11" 130'-0" 1'-0" 3/4" OVERHANG WITH 1"OFFSET ROOF RAFTER BEAM OVERALL WASHBAY LENGTH 1" 1y8" 2'-0" 4'-0"&3'-0"O.C. 10'-0" 4'-0"&3'-0"O.C. 2'-0" 1J�" TYPICAL•10'-0"EXIT BAY TYP.BAR&CAP CENTERS U.N.O. TYP.TRUSS CEN. TYP.BAR&CAP CENTERS U.N.O. TYPICAL•10'-0"ENTRY BAY 10'-0" ROOF RAFTER CENTER LINE GRID LINE TYP.TRUSS CEN. 8MM ROLLED RAFTER ACRYLITE HEATSTOP 8MM HIGH CAP PART#[5166]AND IMPACT DOUBLE-SKINNED BASE#[51641 WITH FILLER #10 X yb"H.H.SS ACRYLIC. 5 STRIP 16MM MODIFIED #10 X 5/8'H.H.SS SHEET METAL SCREW #10 X 5A"H.H.SS RIPPED(51511 FACING OUT. SHEET METAL SCREW I #10 X 5/8"H.H.SS SHEET METAL SCREW TYPICAL EACH END. SHEET METAL SCREW —————————— o — I——————————I4_2_� I --------------------- ----- ------ ------ ----- o�--- — ------- ----- ------ ------ ----- ®------ 8MM ROLLED RAFTER -------- ------- CAP PART#[51661 AND i#12 X 11/2"H.H. BASE#[5164]WITH FILLER i GALV.TEK SCREWS 8MM ROLLED RAFTER STRIP 16MM MODIFIED I(2)PER PURLIN BASE PART#[5164] #12 X 11/2"H.H. 8MM ROLLED RAFTER 2"SQUARE COPED RIPPED[5151]FACING OUT. GALV.TEK SCREWS BASE PART#[5164] STEEL TUBE 12". .I TYPICAL EACH END. i (2)PER PURLIN ACM-� 2"SQUARE STEEL 2"SQUARE COPED TUBE 915/I6". ACM i STEEL TUBE 12". I • ' J I • j ACM OFFSET ROLLED ROOF ROLLED ROOF RAFTER ROLLED ROOF RAFTER RAFTER HSS 1OX4 HSS 1OX4 HSS IOX4 1X1X1/Ig'ALUMINUM ANGLE WITH 1Xl X1/16"ALUMINUM 12 A SINGLE H ALUMINUM EXTRUSION STAGGERED BULB RIVETS IN ANGLE WITH TUBE LENGTH G5.1 BOTH LEGS. STAGGERED BULB RIVETS IN BOTH LEGS. SEE SHEET G5.OA FOR 9118" ACM BACK BUCKET ELEVATION TUBE LENGTH 1-1 A GLAZING SYSTEM ROOF FASTENING SECTION G4.8 SCALE: 3"=l'-O" BAR CAP PART#5166,PRE BAR CAP PART#5166,PRE DRILLED HOLES 18"0 FASTENED TO DRILLED HOLES 18"0 FASTENED TO BAR BASE PART#5164.W/#10 BAR BASE PART#5164,W/#10 X 5A"HH SS SHEET METAL X 5/8"HH SS SHEET METAL SCREWS. SCREWS. DEGLAS 8MM HIGH IMPACT DEGLAS 8MM HIGH IMPACT MULTI-SKINNED ACRYLIC FASTENED MULTI-SKINNED ACRYLIC FASTENED TO PURLIN TO PURLN BAR BASE PART#5164, BAR BASE PART#5164, FASTENED TO EACH PURLIN W/ FASTENED TO EACH PURLIN W/ 11/2"HH GALV.TEK SCREWS 11/2"HH GALV.TEK SCREWS GLAZING TERMINATOR#5163 GLAZING TERMINATOR#5163 FASTENED TO EDGE OF PURLIN, FASTENED TO EDGE OF PURLIN, CONTINUOUS RUN W/#10 X 5/8" CONTINUOUS RUN W/#10 X 5/8" HH SS SHEET METAL SCREWS HH SS SHEET METAL SCREWS 18"0 18"0 I I I THE DRAWNGS AID DATA IN I I I I I I I I I I I I I I F - -- i- -- -- -- -- ----- ---- I------11---------- 7 OPRO ERTY OF ROUGH MITTEN CONSENT AGREES THATTHAT THIS IT SHALL NOT BE DUPUCATED.IN WHOLE ON OR IJ. ANY PARTY ACCEPTING THIS IT CONTAINS ARE THE I 1 TE ECTUAL PROPERTY AND CONFIDENTIAL INFORMATION BROTHERS.INC.5513 NNE STREET,CINC DOCUMENT DOES SO IN IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS 1WT10UT THE 10 OUGH BROTHERS,INC, REVISIONS 1 4L N., By Dole GLAZING DETAILS � ` Z'e�TERMINATOR GLAZING SECTION �c1 EXPANDED TERMINATOR GLAZING SECTION 0-24-2018 TOMMY EXPRESS 3. SE CORNER CHANEY & WASHINGTON G4.8 SCALE: 3"=l'-O" G4.8 SCALE: 3"=l'-O" a TWIN FALLS, ID 83301 ENGINEERING NOTE: RBI I eDH`°"" OWNER TOMMY EXPRESS Dace EN rGINEER'S SEAL APPLIES TO DESIGN OF fI�MDiIglu SCALE DATE DRAWN BY CONTRACT NO. SHEET ND. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 G4.6 RAFTER CAP SPLICE RAFTER CAP SPLICE CAP CAP #10 X 5y8"H.H.SS #10 X 5A"H.H.SS SHEET METAL SCREW SHEET METAL SCREW #10 X 5A"H.H.SS SHEET METAL SCREW BEAD OF SEALANT AT EACH END 8MM RAFTER 8MM RAFTER CAP PART [5166] #10 X 5�"H.H.SS 1�"BEAD OF SEALANT RAFTER CAP SPLICE CAP PART#[51661 SHEET METAL SCREW AT EACH END CAP DEGLAS 8MM HIGH IMPACT DEGLAS 8MM HIGH IMPACT MULTI-SKINNED ACRYLIC T MULTI-SKINNED ACRYLIC 8MM RAFTER FASTENED TO PURLIN FASTENED TO PURLIN RAFTER CAP SPLICE CAP PART#[5166] BMM RAFTER DEGLAS 8MM HIGH IMPACT BAR JBASE PART#5164, CAP PART#[5166] MULTI-SKINNED ACRYLIC BAR BASE PART#5164, DEGLAS 8MM HIGH IMPACT FASTENED TO PURLIN BAR BASE SPLICE MULTI-SKINN ACRYLIC ----- --------------- - FASTENED PURUN CAP #8 1/2"S.S HEX HD TEK ------------- - #8 1/2"S.S HEX HD TEK OaOOO aOOOO OOOOO OaOOO BAR BASE SPLICE CAP BAR BASE PART#5164, BAR BASE PART#5164, #8 1/2"S.S HEX HD TEK #8 lb"S.S HEX HD TEK BAR BASE SPLICE CAP A CAP & BASE SPLICE DETAIL B CAP & BASE SPLICE DETAIL c CAP & BASE SPLICE DETAIL 1 BEAD SEALANT BAR BASE SP CE ATAT EACH EN D CAP G4.9 SCALE: 3"=1'-0" G4.9 SCALE: 3"=1'-0" G4.9 SCALE: 1'-0"=1'-0" �D1 CAP & BASE SPLICE DETAIL G4.9 SCALE: 1'-0"-1'-0" LOW TOWER BUILDING HIGH TOWER BUILDING WRAP(BY OTHERS). WRAP(BY OTHERS). INSTALL AFTER SA FLASHING AFTER FLASHING IS IN PLACE. FLASHING IS IN PLACE. 4 1/I5"LOW TOWER BACK WALL TAPERED FLASHING (2)8MM HEADER BAR #12-24%11/4 HEX HD CAP[5169] I I GALV. TEK45. I I 8MM RAFTER I #12-24 X 11/4 HEX HD 8MM HEADER BAR CAP PART#[51661 GALV. TEK45. BASE(5168] HIGH TOWER BUILDING WRAP (BY OTHERS).INSTALL AFTER DEGLAS 8MM HIGH IMPACT 8MM RAFTER FLASHING IS IN PLACE. GALV. X 11 HEX HD MULTI-SKINNED ACRYLIC GALV.TEK45 INTO STEEL CAP PART#(5166] STUDS,TYPICAL. BAR BASE PART# i 1/6"WELDED RADIUS FLASHING 5164, DEGLAS 8MM HIGH IMPACT INSIDE FACE OF TOWER WALL. aDo MULTI- SKINNED ACRYLIC LOCK UP INTO BAR BASE& 1/4"X 3/8"ALUMINUM o FASTENED TO PURLIN CAP AS SHOWN. RECTANGLE FILLER BAR. 8MM RAFTER #12 X 1/2"SS d\ m CAP PART#[5166] HEX HE SMS of I IIT, BAR BASE PART#5164, II I ----- z _ DEGLAS 8MM HIGH IMPACT I I s 1/q I "FORMED TAPERED #10 X 3/q^HEX MULTI-SKINNED ACRYLIC o RECTANGLE FILLER 1A6 HD SMS FASTENED TO PURLIN TOWER BACK WALL m o BAR. FLASHING #8 X 1/4"PAN HD i SMS #12 X 11/4"HEX MODIFIED 8MM HEADER _ _ __ HD GALV.TEK 45. } BAR BASE[5168] MOUNTAPEX RIDGE SPLIT II II CAULK AFTER SET. BAR BASE PART 5164 y y HSS fiX6 TOWER # 0 I HSS 2X2 PURLIN ¢* COLUMN RIDGE PURLIN HSS 1OX4 TRUSS #12 X 2"HEX HD GALV.TEK SCREW. I CAULK AFTER SET _________ IN PLACE. i___ ________ ---- WELDED II NOTCHED HSS 3X2X3/16 r PURLIN P3 FOR RADIUS ` WELDED 1/8"FLASHING ___ ________ ___ HSS 1OX4 TRUSS II I I i I I I I HSS 6X6 TOWER i COLUMN y" I I I I HSS 8X8 COLUMN BEYOND TOWER "A" BACK WALL FLASHING �1 TOWER "A" INSIDE WALL RADIUS FLASHING c TOWER "B" BACK WALL FLASHING G4.9 SCALE: 3"=l'-O" G4.9 SCALE: 3"=l'-0" G4.9 SCALE: 3"=1'-0" gy�1 F rt _ THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. 1p REVISIONS 1 TL No. By Dole * ` b1�IVt1U� GLAZING FLASHING DETAILS �'�e•s�� ,�``� R TOMMY EXPRESS Lo-za-zoisSE CORNER CHANEY & WASHINGTON TWIN FALLS, ID 83301 CRB I OWNER TOMMY EXPRESS ENGINEERING NOTE:ENGINEER'S SEAL APPLIES TO DESIGN OF f1auDtw>uSCALE DATE DRAWN BY CONTRACT800 NO. SHEET ND. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 G4.9 13'-4" 6'-8` 6'-7" 4" 2'-2}'q" 4' 1'-10%, Ll __ ___ ____ -- ___________ _______________ _____ _____ ____________________________ o <7 11 2"SQUARE TUBE 4". 22 X 2'X 1/8 ANGLE 2"SQUARE 15 GA.ROLLED TUBE ATTACH TOP TUBES TO CLIPS WITH(4)#12X1 PURLIN WITH ANGLE CLIPS TEK SCREWS. &#12 X 1 TEK SCREWS. �1 FASCIA SUB STRUCTURE DETAIL G5.3 SCALE: 3/4"=1-0" ONLYQ ARE 15 HOLD 19A6A ROLLED DONM FROM 2"SO.TUBE. I I I I I I I I 2'SQUARE 15 GA.ROLLED TUBE I I I I I I I I I I I I I I I I v7C 1/16"WELDED METAL FLASHING 2`SQUARE TUBE AROUND PERIMETER OF •� (93/8"PROVIDED). 6"METAL STUD WORK BUILT-OUT TUBE FASCIA PROVIDED IN (BY OTHERS) (2)SEGMENT PER LOCATION. LAP ALL FLASHING PIECES AND CAULK -- — — SEAMS TYPICAL REFERENCE rT HEET G5. FORFURTHER FORMATIONLIPS WITH(4)y12X1 EK SCREWS.USE TO FORM SUB STRUCTURE 2"SQUARE 15 GA.ROLLED TUBE 1-111J(6" TOP OF UPPER 2"SQUARE 1 2"SQUARE TUBE TUBES®HIGH TOWER MID POINT. 2• 1'-9 Yi5 (87A'PROVIDED). O OI BOTTOM OF LOW 2` SQUARE 64" - -- TUBES®HIGH TOWER MID POINT. I ®® A 2"SQUARE 15 GA.ROLLED TUBE 2"SQUARE TUBE 6"METAL STUD WORK (87/8"PROVIDED). (BY OTHERS) 2"SQUARE TUBE 4"LONG. I -- I 2"SQUARE TUBE.2311AB'. c FASCIA SUB STRUCTURE SECTION m I I I I I I D I I I I G5.3 I I I I I I I I I I I I I 0 0 2"SQUARE TUBE, FIELD CUT AS NEEDED. I I I I I I I I I I I I I I I I I n I I I I I I I I I I I I I I I I I I I I I I I I I I I I • I I I I I I I 2"SQUARE TUBE.16". I I I I I I I I II I I I 2"SQUARE TUBE.83/4". 10-'i I I I I (2)FASCIA SUB STRUCTURE'.END BOX DETAIL G5.3 SCALE: 3'=1'-0" I I I I I I I I I I I I I I I I F.F.ELEV. � II II II ��c11)NAl FyC THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET.CINCNNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. 1p REVISIONS 1 TL � No. By Dole TOWER "A" FASCIA SUB FRAMING Lo-za-zois TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 CRB D"""" OWNER TOMMY EXPRESS A TOWER "A" BUILT OUT FASCIA STRUCTURE ELEVATION ENGINEERING NOTE: By Dale fTRUclu s SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY G5.3 SCALE: 5/6•=1•_p^ ENGINEER'S SEAL APPLIES TO DESIGN OF AS NOTED 07.25.18 1 JAH 1880049 G5.3 END OF 2" SOU ARE TUBE 2'-4%' s" 8'-C" FRAMING. I I I I I I I I I I I 2"SQUARE TUBE 5". ATTACH TOP TUES TO 2"%2"X 1/8 ANGLE 11 PURLIN WITH ANB GLE CLIPS CLIPS'NTH(4)#12X1 /4 SQUARE 14 GA.TUBE &�12 X 1 TEK SCREWS. TEK SCREWS. I I I I 2"SQUARE 15 GA.TUBE e FASCIA SUB STRUCTURE DETAIL G5.4 SCALE: 3/4"=l'-O" I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I I I 2"SQUARE TUBE 1._BM6 (87,t"PROVIDED). I I I I I I I I B G5.4 I I I I I I I I I I C I I G5.3 I I I I I I I I I I it I I I I BOTTOM OF 2" 8"METAL STUD WORK SQUARE TUBES (BY OTHERS) I I I I I I I I C I I I I G5.4 I I I I I I I I I I I I I I I I I I I I I I I I n I I I I I I I I I I I I I I I I I I I I 2"SQUARE TUBE.18". I I I I I I I I I I 'j 2"SQUARE TUBE.141/8. I I I I I I I I 1'-8M" I I I I c FASCIA SUB STRUCTURE END BOX DETAIL G5.4 SCALE: 3"=l'-O" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F.F.ELEV. gy�L F �• 1 EHy _ THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. 1p REVISIONS 1 4L No. By Dole TOWER "B" FASCIA SUB FRAMING R Lo-za-zois TOMMY EXPRESS SE CORNER CHANEY & WASHINGTON TWIN FALLS, ID 83301 TOWER "B" BUILT—OUT FASCIA SUB STRUCTURE ELEVATIONENGINEERING NOTE: RBI OWNER TOMMY EXPRESS G5.4 SCALE: 3/4"=1'-0" ENGINEER'S SEAL APPLIES TO DESIGN OF f111uO1MtlSCALE DATE DRAWN BY CDNTRACT ND. SHEET ND. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 G5.4 28--0" 3'-8•" 7 SPACES®4'-0" __—__—_____—_____ ••DRAWING NOTE•• D.S.=DOWNSPOUT LOCATION' S6.3 i 1 1 II II I II II II I II x II II I II II II I II II II II I II II II I II o 0 I II I II II II0 0II I II II I II CT-1-1A II II II I II II D.S. II II II II I II II � II II II II I II 1 II II II II II II I II II II II II II II I II II II II II II II I II � II II II II II II I II 1 II II II II II II I II II II II II II II I II II II � II II II I II II II I II II II I II II II I II II II I II II II � II II II I II 1 II II II II II II I II II II II II II II I II II II II II II II I II 1 II II II II II II I II 1 • II II II II II II I II II a II a � II II� a II a II � II � I II N II II II II II II I II � II II II II II II I II II II II II II II I II II II II II II II I II 1 II II II II II II I II II II II II II II I II II II II II II II I II 1 II II II II II II I II 1 II II II II II II I II II II II II II II I II II II II II II II I II II II II II II II I II II II II II II II I II II II II II II II I II II II II II II II I II II II II II II II I II II D.S11 . II II II II I II II II II CT-1-1A II II II I II II II II II II II I II 0 0 x II II I II II II II I I I II � II II II II II II II 1 II I 1 ROOF LINE&FASCIA ABOVE ------------- — D I 56.4 56.5 1 1 J 12'-6" 14'-1" G F E PAY CANOPY STRUCTURAL PLAN 56.1 SCALE:3/4"=1'—O" gym F PURLIN SCHEDULE BEAM SCHEDULE 4c. rt _ THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCNNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. I.D. DESCRIPTION LENGTH QTY. DETAIL I.D. DESCRIPTION LENGTH QTY. DETAIL 1P REVISIONS Nc. BY DoL,1. THREE LANE CANOPY PLAN P3 WSX9 PURLINS WITH(2)MOUNTING HOLES EACH END 2261/8" 9 SHEET/S6.5 CT-1—IA W14X26 BEAM CONNECTED WITH(8)1/2"0 BOLTS(4)PER COLUMN SIDE 3883/4" 2 SHEETS/S6.3, lr(E Sp11 S6.4&56.5 p 10-24-2018 TOMMY EXPRESS 3. SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 I��I OWNER TOMMY EXPREXPRE SS ENGINEERING NOTE: Br Dace ENGINEER'S SEAL APPLIES TO DESIGN OF scALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY AS NOTED 07.2718 JAH 1880049 S6.1 II +GENERAL NOTE + * II T.F.F. TOP OF FINISHEDFLOOR L B.F.F.=BELOW OF FINISHED FLOOR D.S. CP2 D II TYP. HSS 6X6X5/6 CANOPY POST SATs" CONCRETE BY OTHERS I II COORDINATE ELEVATION WITH SITE PLAN i W �U I .0 T.F.F.®B* BF.F ®C REF: I.C.S. INSTALLATION GUIDE InW o N B c PAY CANOPY POST ANCHOR SECTION ss.z ss.z SCALE: 1"=r'—O" D.S. CP CP1 2" 10" 2" 1 B PL 1X14 X 1'-2"BASE PLATE ® ® ® ® 1"0 EPDXY HILTI HIT—HY-200 WITH(4)11/4"0 HOLES SET THREADED ROD ANCHOR x 14" LONG WITH MINIMUM 10"EMBEDMENT 56.2 56.2 (4 REQUIRED).(2)HEX NUT&FLAT WASHER EACH.BY RBI STRUCTURES iN Ufv N 1� 2"0 HOLE IN BASE PLATE FOR ELECTRIC CONDUIT. 5" 5" z s' 1a-1" QPAY CANOPY POST ANCHOR SECTION 56.2 SCALE: 11/2"=1'-O" G F E A PAY CANOPY POST LOCATION PLAN 56.2 SCALE: 3/4"=1'-O" r I �DRAWING NOTE++ D.S.=DOWNSPOUT LOCATION e�510NAL F THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE CANOPY POST SCHEDULE RECTANGULAR STRUCTURAL HSS TUBING 13097 WRITTEN CONSENT of ROUGH BROTHERS,INC. 1P REVISIONS I.D. DESCRIPTION LENGTH CITY. I No. By Dale * ` CANOPY ANCHOR AND POST LOCATION IE7N11+111J11. CP1 HSS 6X6X5/16"CANOPY POST WITH WELDED PL iX14 X 1'-2"BASE PLATE 1377jg" 2 10-24-2018 °"fi. 2. TOMMY EXPRESS ' SE CORNER CHANEY & WASHINGTON CP HSS 6X6X5/16"CANOPY POST WITH WELDED PL 1X14 X 1'-2"BASE PLATE 1437/8" 2 4' TWIN FALLS, ID 83301 CRB Ch""" OWNER : TOMMY EXPRESS ENGINEERING NOTE: Br Dace ENGINEER'S SEAL APPLIES TO DESIGN OF scE ogre DRAWN BY ET CONTRACT NO. SHE NO. STRUCTURAL COMPONENTS ONLY AS AL NOTED 07.25.18 JAH 1880049 S6.2 W.GENERAL NOTE** T.F.F.=TOP OF FINISHED FLOOR 18'-101y§" 1.8 3.2 1—11J�je 15'-0" 1'-11J(g W14X26 BEAM WI4X26 BEAM 112'—B%"ELEV.J� 1 1 111'-67/8"ELEV. W6X9 PURLIN 1 I c I I I S6.s I I I I I I I I I I I I I I I I I I I 5 HSS 6X6X5A6 CANOPY POST 1 H55 6X6X/IB CANOPY POST I I I I I CP1 CP1 I I I I I I 1"0 EPDXY SET THREADED ROD PL1X14 X V-2"BASE PLATE 1"0 EPDXY SET THREADED ROD PL1X14 X V-2"BASE PLATE ANCHOR x 14"LONG WITH A MINIMUM WITH 11/4"0 HOLES ANCHOR x 14"LONG WITH A MINIMUM WITH 11/4"0 HOLES 8"EMBEDMENT WITH(2)NUTS&WASHERS 8"EMBEDMENT WITH(2)NUTS&WASHERS EACH. EACH. I COORDINATE ELEVATION WITH SITE PLAN P - a a q T.F.F. REF: I.C.S. ' INSTALLATION GUIDE B 56.2 NOTE: FOUNDATIONS BY OTHERS MUST MODATE SUFFICIENT DEPTH TO AC OMBE A PAY CANOPY POST ELEVATION AND REACTION LOADS.ANCHOR S,EMDMENTS 56.3 SCALE:3/4"=1'-0" gym F THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. 1P REVISIONS 1 TL No. By Dole 1. CANOPY POST ELEVATION Lo-za—zois 2. TOMMY EXPRESS 3. SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 EXPRESS CRB D"""" OWNER TOMMY EXPRESS ENGINEERING NOTE: Br Dace ENGINEER'S SEAL APPLIES TO DESIGN OF scALE DATE DRAWN BY CONTRACT NO. SHEET N0. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 S6.3 II ++GENERAL NOTE++ II n T.F.F.=TOP OF FINISHED FLOOR L B.F.F.=BELOW OF FINISHED FLOOR J 2" 7 SPACES®4'-0" — 28'-0" 3'-8"" G F 12'_25/t"ELEV. W14X26 BEAM I W6X9 PURLINS WITH(2)IA"O W6%9 PURLINS WITH(2)1/Z"b B A W6%9 PURLINS WITH(2)1/2"0 BOLTS EACH END WITH BOLTS EACH END WITH S6,5 BOLTS EACH END WITH (2)FLAT WASHERS EACH. (2)FLAT WASHERS EACH. 56.5 Typ, TYP. (2)FLAT WASHERS EACH. (TYP) (TYP) (TYP) I I ACCESS HOLE FOR ELECTRICIAN. ACCESS HOLE FOR ELECTRICIAN. I I I I I I I I I I I I HSS 6X6X5Af6 CANOPY POST I I I I I I ACCESS HOLE FOR ELECTRICIAN. ACCESS HOLE FOR ELECTRICIAN,--\ TO BE COVERED WITH GAUGED PLATE TO BE COVERED WITH GAUGED PLATE AFTER ERECTION. AFTER ERECTION. I I CP CP1 1"0 EPDXY SET THREADED ROD /—:CONCRETE BY OTHERS CONCRETE BY OTHERS ANCHOR x 14"LONG WITH A MINIMUM PL 1X14 X V-2"BASE PLATE 11 8"EMBEDMENT. L J 1/4. 1"0 EPDXY SET THREADED ROD WITH 1 0 HOLES L J PL 1%14 X 1'-2"BASE PLATE ANCHOR x 14"LONG WITH A MINIMUM WITH 11/4"0 HOLES B"EMBEDMENT. COORDINATE ELEVATION NTH SITE PLAN III COORDINATE ELEVATION WITH SITE PLAN T.F.F. q REF: I.C.S. B.F.F. INSTALLATION GUIDE REF: I.C.S. INSTALLATION GUIDE A PAY CANOPY ELEVATION 56.4 SCALE: 3/4 V-0" gy�L F THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS WITHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. 1P REVISIONS 1 TL m 1. CANOPY POST ELEVATION Lo—za-zois TOMMY EXPRESS SE CORNER CHANEY & WASHINGTON TWIN FALLS, ID 83301 CRB OWNER TOMMY EXPRESS ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF SCALE DATE DRAWN Br CONTRACT NO. SHEET N0. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 S6.4 W14X26 BEAM W14X26 BEAM PL 1/2X61/2 X V-6"CAP PLATE (8)1�"O%2°BOLTS,(4)PER I I SIDE WITH(2)FLAT WASHERS EACH BOLT. 2"0 HOLE FOR ELECTRICAL CONDUIT (2)1/2"O X 13/4"BOLTS STAGGERED TYP O EACH CONNECTION WITH(2)FLAT 1/4" WASHERS EACH BOLT HSS 6%6X5A CANOPY POST W6X9 PURLIN A CANOPY BEAM CONNECTION TO PURLIN B CANOPY BEAM CONNECTION TO POST 56.5 SCALE: 11/2"=1•-0• 56.5 SCALE: Ilk"=1'-0" W14X26 BEAM (2)1&'0 X 13/4"BOLTS STAGGERED O EACH CONNECTION WITH(2)FLAT W14X26 BOTTOM WASHERS EACH BOLT FLANGE rD I r 56.5 W6X9 PURLIN 0 WI PURLIN O I I I I I I HISS 5X6X5A CANOPY (2)1/2"O X 13/4"BOLTS STAGGERED POST BEYOND O EACH CONNECTION W1TH(2)FLAT WASHERS EACH BOLT I I I I I I 1 c CANOPY BEAM CONNECTION TO CANOPY PURLIN CANOPY PURLIN CONNECTION DETAIL G6.5 SCALE: 3°=1'-0" 56.5 SCALE: 3"=1'—O" gy�L F THE DRAWINGS AND DATA IN THIS DOCUMENT,AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS.INC.5513 NNE STREET,CINCINNATI,ON 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED.IN WHOLE OR IN PART,NOR DISCLOSED TO OTHERS lWTHOUT THE 13097 WRITTEN CONSENT OF ROUGH BROTHERS,INC. tp REVISIONS 44 No. By Data * ` s17 ALP CANOPY DETAILS �'�e. IE7N11+111J1 Lo-za-zois 2. TOMMY EXPRESS 3. SE CORNER CHANEY & WASHINGTON " TWIN FALLS, ID 83301 EXPRESS CRB °h""" OWNER TOMMY EXPRESS ENGINEERING NOTE: Br Dace ENGINEER'S SEAL APPLIES TO DESIGN OFSrsocrius SCALE DATE DRAWN BY CONTRACT N0. SHEET N0. STRUCTURAL COMPONENTS ONLY AS NOTED 07.25.18 JAH 1880049 56.5 J I I I PLUMBING GENERAL NOTES AC AIR COMPRESSER OHO OVERHEAD DOOR o ADA AMERICANS WITH DISABILITIES ACT ORD OVERFLOW ROOF DRAIN PLUMBING FIXTURE SCHEDULE 1. COORDINATE ROUTING OF PIPING WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AVOID CONFLICTS. FIXTUREITAG MAKE/MODEL DESCRIPTION HW CW WASTE VENT 2. COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES.. n 1. B BOILER PSI POUNDS PER SQUARE INCH 3, PROVIDE TRAP SEAL PROTECTION ON ALL FLOOR DRAINS,FLOOR SINKS AND HUB W - BV BALL VALVE PSIG POUNDS PER SQUARE INCH GAUGE DRAINS SUBJECT TO EVAPORATION.INSTALL PER MANUFACTURERS 2 WC-1A AMER CAN STANDARD BARRIER FREE ELONGATED BOWL TOILET SHALL BE MADE OF VITREOUS CHINA.TOILET SHALL BE 30.1/8"IN LENGTH,21.114"IN WIDTH,AND 31.114"IN HEIGHT. RECOMMENDATIONS. $ CB CATCH BASIN RD ROOF DRAIN,ROAD BARRIER FREE CHAMPION PRO RIGHT HEIGHT ADA SEAT HEIGHT.TOILET SHALL BE 12"ROUGH-IN.TOILET SHALL BE 2318'GLAZED TRAPWAY.TOILET SHALL HAVE PLASTIC HEAVY DUTY 1/2' 3' 1-112" 4, PROVIDE ASSE 1070 MIXING VALVE AT ALL BARRIER FREE SINKS AND ALL HAND CBS COMBINATION BALANCE 8 SHUTOFF VALVE RIO ROUGH-IN ONLY 211AA.104 CLOSED FRONT PLASTIC SEAT WITH COVER AND 3I8"BALL TYPE ANGLE SUPPLY STOP AND FLEXIBLE SUPPLY.TOILET SHALL HAVE A 1.28 GAL PER FLUSH WASHING SINKS TO PROVIDE TEMPERED WATER TO HOT WATER SIDE OF FAUCET. WITH 1,0W B MAP SCORE.TOILET SHALL INCLUDE A POLISHED CHROME TRIP LEVER ON WIDE SIDE OF SPACE. 5, PIPING INSTALLED IN THE WAY OF ACCESS OR MAINTENANCE TO EQUIPMENT CIP CAST IRON PIPE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SHALL BE RELOCATED AT THE EXPENSE OF THE INSTALLING CONTRACTOR. CO CLEANOUT RPM REVOLUTIONS PER MINUTE L.1 AMERCAN STANDARD BOWL:WALL MOUNT,21x18 SINK,VITREOUS CHINA,FRONT OVERFLOW,FAUCET LEDGE,CENTER HOLE. 6. ALL PLUMBING WORK SHALL MEET STATE PLUMBING CODE AND LOCAL CODES AS COMP COMPARTMENT RV RELIEF VENT I If? 12' 2' 1-1/2" AMINIMUM UNLESS EXCEEDED BY PROJECT CONSTRUCTION DOCUMENTS.THE �^ CS CLINICAL SINK LUCERNE FAUCET:DELTA k581LF-MPU(COMPEL SERIES),STAINLESS STEEL FINISH,LEVER HANDLE,WASHERLESS FAUCET WITH POP-UP DRAIN AND TAIL PIECE AND 0.5 G.P.M. OWNER EXPECTS THE HIGHEST LEVEL OF WORKMANSHIP AND QUALITY > a 0358.421 AERATOR, STANDARDS. Z ro CV CHECK VALVE S SINK ACCESSORIES: 318"BALL TYPE ANGLE STOPS AND FLEXIBLE RISERS,1.IIC'P'TRAP,CAST BRASS WITH C.O.,MIXING VALVE 7. PROVIDE SHUTOFF VALVES AT ALL FIXTURES AND EQUIPMENT. CW COLD WATER SAN SANITARY B. COORDINATE LOCATIONS OF FLOOR DRAINS AND FLOOR SINKS WITH LOCATIONS w SCW SOFT COLD WATER OF EQUIPMENT AND EQUIPMENT HOUSEKEEPING PADS.COORDINATE WITH I. S-1 ELKAY BOWL:DROP-IN,19x18 SINK,304 STAINLESS STEEL,FAUCET LEDGE,3-HOLE,ELKAY MODEL LK99 DRAIN. ^ z '^ D&T DRIP AND TRAP SO STORM DRAIN LRAD191855 FAUCET:ELKAY MODEL LKGT1041,PULL-OUT SPRAY HEAD,CHROME FINISH,CERAMIC-DISC VALVE,1.75 GPM,WITH AERATED SPRAY.PROVIDE WITH CHROME FINISHED ill" 112' 2' AAV SLOPING OF FLOOR SO THAT RIM OF DRAIN IS FLUSH WITH FINISH FLOOR. u , 3 y DCP DOMESTIC WATER CIRCULATING PUMP SG SPECIFIC GRAVITY ELKAY MODEL P80299X 3-HOLE ESCUTCHEON PLATE 9. COORDINATE HANGING AND SUPPORT OF PIPING WITH STRUCTURAL. w DCR DOMESTIC COLD WATER RETURN SH SHOWER ACCESSORIES: 3/8'BALL TYPE ANGLE STOPS AND FLEXIBLE RISERS,1.12"'P TRAP,CAST BRASS WITH C.O.,MIXING VALVE 10. PROVIDE PIPE SLEEVES WHERE PIPES PENETRATE WALLS. w a 11. PROVIDE PIPE SLEEVES WHERE PIPES RUN BELOW FOOTING. DN DISCHARGE NOZZLE SK SINK .N 12. INSTALL EXTERIOR CLEAN OUTS FLUSH WITH SURFACE. DSN DOWNSPOUT NOZZLE SNS SANITARY SEWER FIAT 13. INSTALL PIPING IN AN ORGANIZED MANNER.DO NOT ROUTE IN FRONT OF w M&1 ONE PIECE MOLDED STONE BASIN WITH INTEGRAL BRASS DRAIN WITH STRAINER AND CHICAGO#897 SERVICE SINK FAUCET WITH VACUUM BREAKER. 3/4" 3/4' 3" 1.112" DW DISHWASHER SPHD SPRINKLER HEAD MA3B-24TA WINDOWS. it `m DWH DOMESTIC WATER HEATER SPKR SPRINKLER PROVIDE CHECK VALVE IN WATER SUPPLIES. 14. THE INSTALLATION OF ALL PIPING SHALL BE CLOSELY COORDINATED WITH NEW SS SERVICE SINK SHEET METAL.HVAC PIPING,ELECTRICAL,AND STRUCTURAL CONDITIONS.NOT < w EWT ENTER WATER TEMPERATURE SSK SERVICE SINK ALL REQUIRED OFFSETS AND FITTINGS ARE INDICATED,BUT SHALL BE PROVIDED. w z ELKAY REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CLEARANCES.THE >_ ST STORM EYYC•1 LZS9WSLP ELECTRIC WATER COOLER WITH BOTTLE FILLER STATION,SELF CONTAINED,WALL MOUNT,REFRIGERATED,SELF-CLOSING EASY TOUCH PUSHBAR 12" 1.114' on CONTROLS,PROVIDE WITH FLEXI-GUARD SAFETY BUBBLER,IMPACT RESISTANT VINYL COATING,STAINLESS STEEL BASIN,WITH INTEGRAL DRAIN. HVAC AND LOCATION OF SANITARY,STORM AND VENT LINES SHALL TAKE PRECEDENCE OVER ELECTRICALOTECTON PIPING AND w m FC FLEXIBLE CONNECTION 115VI60/1 POWER,B GPH CHILLING CAPACITY,4.0 FLA,370 W,51 POUNDS,ADA COMPLIANT(MOUNT AT LOW ADA HEIGHT), 15. PROVIDE WATER HAMMER ARRESTORS PER PDI WH-2 TRAY.CONDUIT AND GABLE 1 AND UP REAM OF ALL c�FCO FLOOR CLEAN OUT TO TRENCH DRAIN 7 <FD FLOOR DRAIN THERM 100 CUBIC FEET OF NATURAL GAS AUTOMATIC AND FAST CLOSING VALVES INCLUDING BUT NOT LIMITED TO 0 FS FLOOR SINK TOW TOP OF WAIL - - SOLENOID VALVES cl i m FDA JR SMITH FLOOR DRAIN,MODEL 2005-CONS-B,LACQUERED CAST IRON TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE,WEEP HOLES,REVERSBILE FLASHING 16, ALL EMERGENCY EYEWASH UNITS SHALL BE PROVIDED WITH TEMPERED WATER 2005 COLLAR,SEDIMENT BUCKET AND ROUND ADJUSTABLE BRONZE STRAINER. SEE AND SHALL BE IN COMPLIANCE WITH ANSI Z358.1. G GAS UR URINAL PLANS MM FIB HOSE BIBB V VENT - _ W HO HUB OUTLET VS VENT STACK TD-1 ZURN TRENCH DRAIN,ZURN PERMA TRENCH SYSTEM,8.314'INCH WIDE HIGH DENSITY POLYETHYLENE(HDPE)PRE-SLOPED MODULAR CHANNELS,801NCH LONG HTP HEAT PUMP VTR VENT THROUGH ROOF Z886-HD-DGE WITH RADIUSED BOTTOM,POSITIVE MECHNICAL CONNECTIONS,6-3/4"WIDE DUCTILE IRON FRAME AND SLOTTED GRATE(LOAD CLASS E),INTEGRAL O HW HOT WATER REBAR CLIPS. / N HAIR HOT WATER RETURN(DOMESTIC) W WASTE - -__-.--- — PLUMBING`SYMBOLS a HYD HYDRANT WCO WALL CLEANOUT TD-2 ZURN TRENCH DRAIN,ZURN PERMA TRENCH SYSTEM,12"INCH WIDE HIGH DENSITY POLYETHYLENE(HOPE)PRE-SLOPED MODULAR CHANNELS,961NCH LONG VJH WALL HYDRANT ZB86-HDG-DGE WITH RADIUSED BOTTOM,POSITIVE MECHNICAL CONNECTIONS,12'WIDE DUCTILE IRON FRAME AND SLOTTED GRATE(LOAD CLASS E),INTEGRAL REBAR ANGLE RELIEF VALVE /� BE INVERT ELEVATION WHTR WATER HEATER CLIPS. V IVY INDIRECTWASTE WS WASTE STACK Eg ANGLED STOP CHECK VALVE �A O TURN CATCH BASIN ACCESSORY FOR TRENCH DRAIN,6-314"WIDE BY 24"LONG BY 24"DEEP HIGH DENSITY,POLYETHYLENE(HDPE)CATCH BASIN WITH DUCTILE O BALANCING VALVE V/ 0 KVAR KILOVOLT-AMPERES REACTIVE ZVB ZONE VALVE BOX C&1 Z887-12-HD-DGE IRON FRAME AND SLOTTED GRATE(LOAD CLASS E),INTEGRAL REBAR CLIPS,WITH END OUTLET ADAPTER AT 12"ABOVE CATCH BASIN BOTTOM.INSTALL W L9 PER MFG INSTRUCTIONS. Z L LAVATORY - - BUTTERFLY VALVE LAV LAVATORY CB-2 ZURN CATCH BASIN ACCESSORY FOR TRENCH DRAIN,12'WIDE BY 24"LONG BY 24"DEEP HIGH DENSITY,POLYETHYLENE(HDPE)CATCH BASIN WITH DUCTILE �I BALL VALVE W Q LWT LEAVING WATER TEMPERATURE Z887-12-HD-DGE IRON FRAME AND SLOTTED GRATE(LOAD CLASS E),INTEGRAL REBAR CLIPS,WITH END OUTLET ADAPTER AT 12"ABOVE CATCH BASIN BOTTOM.INSTALL PER MFG INSTRUCTIONS. I^ TN 0 CHECK VALVE WIARROW INDICATING FLOW MB MOP BASIN _ T j Q MCA MINIMUM CIRCUIT AMPS GATE VALVE } MH MANHOLE RD"1 JR SMITH PRIMARY ROOF DRAIN;LACQUERED CAST IRON BODY WITH SUMP,REMOVABLE CAST IRON DOME,MEMBRANE FLANGE,MEMBRANE CLAMP WITH EE S W 1010 INTEGRAL GRAVEL STOP WITH ADJUSTABLE UNDERDECK CLAMP. S yp GLOBE VALVE //�� ZZ MOP MAXIMUM OVERCURRENT PROTECTION PLANS Q cn Q o NG NATURAL G45 - LINEAR STOP CHECK VALVE Uco ILL Go SRD•1 JR SMITH SECONDARY ROOF DRAIN;SAME AS RD-I,BUT WITH 2'OVERFLOW DAM. SEE GAS VALVE al O 0 1010 PLANS 5 V U) PLUG VALVE C Z PRESSURE REDUCING VALVE c 0 LL DSN•1 JR SMITH STORM DOWNSPOUT NOZZLE;NICKEL-BRONZE ROUND OFFSET BOTTOM SECTION. SEE O O Z 1T70 NB PLANS B�SI PRESSURE RELIEF VALVE Q ` ILU N BUILDING SERVICE(REFERENCE ,—REDUCED PRESSURE PRINCIPLE -CAP LINE FOR o� SOLENOID VALVE r FLOOR PLANS FOR SIZE). 1 // BACKFLOW PREVENTOR /FUTURE TENANT yyN"1 PRIER WALL HYDRANT,HEAVY DUTY COMMERCIAL GRADE,CAST BRASS,FREEZELESS,ANTI-SIPHON,WITH BACKFLOW CHECK VALVE,SELF DRAINING 314 NOTE:RPZ BACKFLOW DEVICES WILL / I / / WATER METER C-634 py BE INSTALLED IN THE CW LINE TO THJJ BYPASS GATE PRESSURE REGULATING VALVE-TWO SYSTEM AND TO WATER SOFTENER VALVE(N.C.) WAY q®®� PRESSURE REGULATING VALVE-THREE WAY CAR WASHSY5TINS GATE VALVE 1.12' 1.12" as MOTORIZED CONTROL VALVE-2-WAY QUOTE:15334 OWH"1 RAYPAK GAS FIRED WATER HEATER TO BE USED FOR CAR WASH.UNIT IS FURNISHED AND INSTALLED BY OWNER.CONTRACTOR TO PROVIDE GAS PIPING(700 PROVIDE 1"CW WITH RPZ 8 XF-700 MBH),DOMESTIC COLD WATER SUPPLY AND HOT WATER PIPED TO ALL IN ONE PUMP SYSTEM. MOTORIZED CONTROL VALVE-3-WAY VERSION NUMBER: VALVED TAP FOR GATE VALVE 04 SITE IRRIGATION - - - ----- 0 FLOW MEASURING DEVICE REDUCER EEMAX TANKLESS ELECTRIC WATER HEATER,UNIT TO MOUNT UNDER LAVATORY.3.5 KW,121290,10 AWG,48 DEGREE TEMP RISE AT 0.5 GPM,COORDINATE 117 12' 2"CW EWH-1 EX36T WITH E.C. w HOSE BIBB g _FLANGE Q MANUALAIRVENT ,%OENsENCXL PIPE STAND td F' FINISH FLOOR METER El AO SMITH ELECTRIC WATER HEATER,19 GALLON STORAGE,11 GALLON RECOVERY,98%THERMAL EFFICIENT,12DV/1160 POWER,250D WATT ELEMENT.MOUNT UNIT 31V aw 4 PRESSURE INDICATOR QQ� �Xl P� FFp EJCS-20 ON SHELF ABOVE ABOVE MOP BAIN.COORDINATE WITH E.C. RODS,CLAMPS,BOLTS, QT TEMPERATURE INDICATOR 14774 WASHERS SHALL BE MADE OF STEEL 4 THERMOMETER q 1 HAWS HAWS AXION MSR WALL MOUNT EYE AND FACE WASH STATION WITH STAINLESS P-TRAP 34' 3/4' O�q�OF 10P QQ• ROD INCOMING WATER SERVICE(REFERENCE 72OW-7270ST �F ANCHOR S TO AIR GAP DRAIN ROUTE THRUST BLOCK CIVIL SITE PLAN FOR SIZE) qy 6 ] CAP / TO NEAREST FLOOR DRAIN CB CATCH BASIN IN.eooamam a s.elee ane.ignea in.elgdel y �1 CO END OF LINE,CLEANOUT ereieohordc romeatane is renamed from someone other than ft sealing mlesso nal identgied In -0 FLOOR,CLEANOUT the document you mum—bet the sealing CO prereasisoa1 to unRing m ealidsm aumenroity m the document The sealing professional disclaims n DOMESTIC WATER ENTRANCE WALL,CLEANOUT Ihs ealsna signamnsendshell not he nahm for L NOT TO SCALE �L env liablliry asaocimed w"' where the EXPANSION COMPENSATOR OR EXPANSION JOINT eumenticity of any aignaloreiectronlcreal or signs re has not heap valIdaled in Uia manner. �� ® FLEXIBLE PIPE CONNECTOR NOTE: ASSE1072 APPROVED RUBBER INSERT STYLE TRAP PRIMIER ISSUANCES $`-. 314'NW -- -- ARE ACCEPTIBLE BY THE OWNER WHERE ALLOWED BY YOUR LOCAL FLOOR DRAINS �' 3/4"BALL VALVE AIR VENT _ 3/4'CW PLUMBING CODEINSPECTORS,AS MANUFACTURED BY SURE-SEAL. FOG FD Permit and ConsltuGion EXPANSIONTANK 1/2"S.O.V. = PIPE GUIDE 10/032018 > HEAT TRAP(TYP) '-O 10 THERM-X-TROL OM. MANHOLE sT-5 REVISIONS UNION(TYP) TEE ® MASTER GAS SHUT OFF P.C.PROVIDED 3!8" HARDWAREIANCHORS TO NO. DATE DESCRIPTION P8T VALVE ads PRESSURE REDUCING STATION — — MOUNT TO WALL;2 UNION LOCATIONS SECURE HEATER TO HOLDRITE 45°12 GAUGE TRAP PRIMER VALVE WITH GAS SERVICE�� © REDUCED PRESSURE BACKFLOW PREVENTER WALL FOR BRACING,USE GALVANIZED BRACKETS 2 BALL VALVE () SUPPLY HEADER INTEGRAL BACKFLOW 114"0 STEEL ABLE t�� Ipi STRAINER \\ SECURED TO WALL STUD IN WALL PREVENTER AND VACUUM 5 1 11C0 EYE BOLT BREAKER PORT.PRECISION —APPLIANCE GAS CONNECTION III UNION HOLDRITE 45°12 GAUGE 1 TO WATER HEATER PLUMBING PRODUCTS MODEL E GALVANIZED BRACKETS(2) 4,5• IS UNIT F7-500. INCREASERB2FDUCER TO MGR S.MARKS SUPPORT FRAMING SECURED TO WALL STUD 'R' N)FOR MULTIPLE DIRT LEG APPLIANCE GAS CONNECTION SIZE DWN BY JKR y —HOLDRITE 3f8"-16 x 30.85"L a' h TRAP CONNECTIONS. FILE NO 81310056 8'-0'MIN.A.F.F. THREADED ROD(2) SECURE PLUMBING SHEET INDEX HOLDRITE 16 GAUGE DISTRIBUTION UNIT � t� t--------- GALVANIZED C-BRACKETS TO BACKING SHEET NUMBER DESCRIPTION so (2)SECURED TO WALL BETWEEN STUDS. STUD P001 GENERAL PLUMBING INFORMATION P.C.PROVIDED 3I8" 1l2'COPPER TUBING TRAP �y HARDWARE/ANCHORS; OLDRITE MODEL 30-SWHP- SUPPLIES,ROUTE BELOW P100 PLUMBING BELOW GRADE PLAN Z�e 2 LOCATIONS WM 18 GAUGE,GALVANIZED FLOOR TO FLOOR DRAINA waFULL SIZE STEEL,WALL-MOUNTED TRAPS SEE PLAN. LL P201 ENLARGE Plot FIRST D PLUMBING GENERAL �g DISCHARGEOR PLUMBING PLAN 2"ABOV VALVE, / EQUIPMENT PLATFORM PLUMBING DISCHARGE 2"ABOVE FLOOD - WITH INTEGRAL DRAIN < PLAIN OF MOP SINK CONNECTION P301 PLUMBING SCHEMATICS AND DETAILS 5� ROUTE3r4"DRAINPIPINGTIGFn'TO j Grand total:5 @ WALL,TERMINATEAT2"BOVE WATER HEATER MOUNTING DETAIL TRAP PRIMER DETAIL GAS PIPING DIAGRAM INFORMATION S FLOOD LEVEL OF MOP SINK T 4 1 NOT TO SCALE NOT TO SCALE NOT TO SCALE Pool 1 I I I I J I I I I E� PLUMBING KEYNOTES 1. AT CONNECTION TO STRUCTUML TRENCH,FIELD CUT 6-WRS PIPING TO BE FLUSH WITH VERTICAL FACE OF PIT TYPICAL THREE LOCATIONS.REFER TO ENLARGED CONVEYOR PIT PLAN ON DRAWING S302. 2. 6'WATER RECLAIM SYSTEM SANITARY PIPING SHALL BE SCHEDULE 40 SOLID WALL PVC.PIPINGSHALL ROUTEFROM BOTTOM OF CONVEYOR PIT(INVERT OF PIPE AT BOTTOM OF PITITRENCH)TO FIRST 2 CHAMBER OF WATER RECOVERY SYSTEM.SLOPE PIPE ATA MINIMUM OF 1I0•IFT.COORDINATE WITH w P201 OTHERS RIEDPIPING,TRADES,FOOTINGS,ANDPIERSTOENSUREASTRAIGHTRUNFRMEACHWASH T S' e� • ea. 12 �� �� 9 B l V J 5 ` µ f 3 ( , 1 WATERTRENC RECOVOW ERY FIRST BASIN _ V (YI I 3. WATER RECOVERY SYSTEM BASINS.REFER TO DETAIL THIS DRAWING. 1- r 4. ROUTE 4•SCHEDULE 40 PVC DRAIN PIPE FROM UTILITY TRENCH TO WASH PIT/fRENCH.SLOPE ATA MINIMUM OF II4'AT 4'$T . A 4'W I • I , 4^S7 5. TOMMY CAR WASH WATER SOFTENER PACKAGE,PROPAK-3FC120,INDLUDING THREE SOFTENERS, a •, •sT® � MATTINIASHER 9 ❑ METERING PUMPS,ACCESSORIES,AND BRINE TANK.PLUMBER TO PIPE 2"DOMESTIC WATER TO AND �� 2 16 • FROM THE UNIT PER THE MANUFACTURER'S INSTRUCTIONS.INCLUDE ISOLATION BALL VALE AT EACH TANK CONNECT ON,CONTRACTOR TO PLUMB M GRUNDFOS ICAL PUMP Lp - - - - - - - - - - - - - - - - - - - - - - - - r �1 6 OWNER ROVIDEOUNTWATEER PROVIDE WALL BEHIND NET SYSTEM BALL VALVES 4!A.FLLON ROT � p J PIPING AND ACCESSORIE B ANK L KR MOUNTED ON MEZZA I PROVIDE E ABOVE THE R UPPLY M,RO HERS,ANK ON ME22AN NE CONTROL ETO SERE AASSOS ROTED W L L AND 3' 'OVERFL • _ - , 3 314"CW T-p SYSTEM FRESH WATER MAKE-UP.MOUNT VALVED WATER SUPPLY ON WALL FOR CONNECTION BY .S EQUIPMENT INSTALLERS - .• PROVIE WATTS MODEL 009 RPZ RS BA CKFLOW PREVENTER IN CW SUPPLY. U a 4"sT M B.3 AST B3 P BFF IPINGBETWEEN RO AND TANK BY PR INSTALLERS. 1 7. OWNER PROVIDED PURWATER WATER RECOVERY SYSTEM.SYSTEM TO INCLUDE 400 GALLON STORAGE U 24 3B PVC 1 ROUTE 1'CW 3T 1 37 3"CPV 1 3-CPVC 24 (�'�• TANK MOUNTED M MEZZANINE,PUMPS,CONTROL PANEL.AND ASSOCIATED PIPING AND ACCESSORIES 3 ❑ 8'WRS 8 MAT WASH AND DRY UNIT,RHINO MAT C w . ELAER SUS-RED PLUMBER TO ROUTE 3A'CW LINE FROM. O W Z BURIED I"CWLINE OUT TO TWO UNfTS,PROVIDE 3I4'CONNECTION TO EACH.PROVIDE ISOLATION BALL Z � VALVE AND BACKFLOW PROTECTION(WATTS 009OT)AND VALES AT POINT WHERE THEY ROUTE ABOVE y u GRADETOUNIT.BURIED PIPING TO BE TYPE K COPPER OR PEX EQUAL TO UPONOR AOUAPEX.PROVIDE Lu 3 _ 3'WASTE LINE TO BE PIPED BACK BELOW SLAB TO WASH TRENCH. (D v O B - - - - - - •7 9. MAT WASH UNIT WASTE SHALL BE PIPED FROM EACH UNIT(FIELD VERIFY WITH INSTALLED UNIT)TO d m O S❑2 BELOWGRADETHEN PIPED TO WASH TRENCH.MATWASH3'WSMLLEXITSIDEWALLOFWASHTRENCH 37 ,C "WITS q❑ 1•CW_ 1'CW 314•CW AND DISCHARGE TO SLOPED TRENCH BOTTOM.SLOPE AT A MINIMUM lirl t6WR . 1 10. NOTUSED. _ _ CONDENSATE DRAIN FROM CEILING MOUNT UNIT ABOVE CEILING THEN �. PROVIDE 4•coalNG DOa L - • 'WRS-P - - , G''� 11 DOWN INWALUCMSE TO HUB DRAIN DISCHARGE INDIRECTLY WITH AIR GAP. `J 3 ' S 2 • '� y yi �J L 12, ROUTE 7 WASTE INTO WALL CAVITY THEN UP IN CHASE.TAP OFF RISER WITH Y WASTE.TRAP LINE O MAKE THE HUB DRAIN 4'HUB DRAIN TRANSITION RAN ITION RISER T A 2- -VEE 17x12'WALL ACCESS PANEL TO /ate B 4NJ ROUTESEL _ _ _ _ '� y I MAKE THE NUBDRAIN ACCESSIBLE.TMNSRIONRISERTOA2"VENT. \r ) 4 I - - y I- 7HEI9TJP RPn-19 - - O T® ET TANK TYPE PROVIDE 3-WASTE CONNECTION ROUTE 3'WASTE IN WALL '�i _ � • 13. FLOOR MOUNT WATER GLOB PRO DE / IRE=96'-2" IE°98''3" ..- - _ __ - _ r l r 71 TMNSRIMT02"VEMUPTEL SUP LY TO TAW FLUSH VALVE CW TO STOP VALE IN WALL AT B'AFF. • - J PROVIDE 1R'STAINLESS STEEL SUPPLY TO TAN(FLUSH VALE, /A 1Cm"u - 1 MOUNT LAVATORY PROVIDE 2'WASTE UP IN WALL,AND 1.1/4-W WITH P-TRAP TO LAV DRAIN `/��\, O saallas - _ CONNECTION.CONTINUE UP IN WALL WITH 1.1/2'ENT.PROVIDE 1I7CW IN WALL TO 1'-0'AFF.117 CW u (2)3"SUCTION 31 "ST 23 4^ST • - --�- E TO HAVE STOP VALVE.ROUTE FROM VALE TO CW SIDE OF POINT OF USE MIXING VALVE.PIPE H- LINES TEMPERED WATER TO FAUCET. Z 1 c L 1 15. MOUNT ELECTRIC INSTANTANEOUS TANKLESS WATER HEATER NDER LAVATORY ROUTE 1/7CW(TEE- POD cN = 13 ERENC TO TRUCTURAL P201 OFF1G'CW FEEDING_AV FAUCET)TO INLET 510E OFHEATER.ROUTE77HV AND 117CW TO MIXING c DO VALVE EQUAL M POWERS E490.ROUTE 106 DEGREE F VALVE OUTLET TO INLET OF FAUCET L I j O O O O DRAWINGS FOR ADDITIONAL <" N \/ O ❑ INFORMATION 16 SERVICEFAUCEOPBASIN.PROVIETRAPPED7WASTETODRAIN.PROVIDEY4FI&CWTOWALLMOUNT />\ Z 3•STORM PIPE DOWN N 1 ALONG COLUMN COLLECTS Q B"W REFER TO WATER RECLAIM STORM WATER FROM 1T. 3'4'H6CW DOWN THE WALL TO WALL MOUNT EMERGENCY EYEWASH.ROUTE H6CW TO 4'-O'A VALVE. - - - - - \ BASIN DETAIL THIS DRAWING ROUTE 85 DEGREE F DISCHARGE TO INLET OF EMERGENCY EYEWASH.MOUNTUNR AT I'-0'AFF AND = W 1'-10' VRECIRCULATION/OZONE \ FOR ADDITIONAL INFORMATION _ CANOPY GUTTERS O ABOVE THE MOB BASIN. RETURN \ ---GAS SERVICE I �� -♦�- F Q V Q o ' r-1-10UNDERFLOW 2"WATER L i'OZONE 1"UNDERFLOW 11 1B EGANDGAS COC GAS FIRED UNIT EK REFER TO TER PROVIDE 14VACC DRAWINGS FOR VENTING.GAS CONNECTION PER MFG INSTRUCTIONS.PROVIDE DIRT U DO (DOj O IRE=94'-10' SERVICE IRE=853' RECIRC LINE RECLAIM LINE AT TANK: STORM LINES BELOW ❑ IE�5'-11• FROST LINE,CONNECT TO I 79. 20 GALLON ELECTRIC WATER HEATER.MOUNT NITONSHELF AT 7'-0•AFF.PROVIDE 314'CWTO FUTURE. Q O- 1181NCHIFT.FALL SITE STORM MAINS ROUTE 341 TO FIXTURES AS SHOWN.REFER TO DETAIL ON DRAWING P001 W c6 20, GAS SERVICE AND METER.CONTRACTOR TO COORDINATE INSTALLATION WITH GAS UTILITY DESIGN Z OUTLET PRESSURE SHALL BE 7'W.C.DESIGN LOAD CURRENTLY SET AT 3,100 CFH.DESIGN EOUNA O LL, - - LENGTH BASED ON 100'.GAS LINE SIZING IS BASED ON THE INTERNATIONAL FUEL GAS CODE,T LENT ABLE c 0 Z �--, 4021(21,LESS THAN 2 PSI GAS WITH 051N W C.PRESSURE DROP ALL GAS PIPING 3•AND LARGER SHALL c o BE WELDED. 0 LU _ L•J 21. TOM MY FURNISHED GAS FIRED TANKLESS WATER HEATER SYSTEM,UNIT MOUNTEDON MEZZANINE. PROVIDE 1-1/7 NATURAL GAS CONNECTION WITH DIRT LEG AND GAS COCK TOGAS MANIFOLD.PROVIDE G 2'SCW TO CW SUPPLY MANIFOLD.WATER CONNECTION M INCLUDE ISOLATION BALL VALVE,HEAT j ^ ' TRAP.PROVIDE 3"CPVC COMBUSTION VENTAND INTAKE UP TO 6-CPVC ENT ANDINTAKE HEADERS. ) INSTALL PER MFG INSTALLATION INSTURCTIONS,HEATER INSTALLATION AND PIPE CONNECTIONS ARE -N-ONE PUMP BY THE PLUMBER (2)3"SUCTION PACKAGE . BELOW GRADE PLUMBING PLAN 32 ,8 CV WA5HSY37EM5 O 22. PLUMBER TO PROVIDE RINHAIB"CPVC ENTINTAI(E AND AIR VENT INLET KITS.PIPE DIRECTLY TO THE QUOTE:15334 118'=1'-0' E%TERIOAWALL.INSTALL TERMINATIONS IN BLACK ACCENT BAND OF EXTERIOR WALL.PROVIDE CONDENSATE TRAP AT THE OUTLET OF THE HEATER.THE EXHAUST VENT SHALL SLOPE ATA MINIMUM VERSION NUMBER: L - - - - J OF 114'PER FOOT BACK TOWARD THE HEATER,COVER WITH INSECT SCREEN.INSTALL PER MFG (� INSTRUCTIONS. 23. TUNNEL/CARWASH ROOF DRAINAGE IS DIRECTED TO ARCHITECTURAL RAIN GUTTERS,THE PLUMBER SHALL PROVIDE 4'PVC DOWNSPOUTS FROM GLITTER CONNECTION DOWN ALONG THE WALL(ANGLED AONAL 3'SCH 00 PVC SUCTION LINES FOR WALL FOR EAST AND WEST ELEVATIONS)TO AN INVERT 6"ABOVE TOP OF FOOTING.PIPES'-0^FROM a E,y RECLAIM WATER PUMPING STATION.OTY ECLAIMUNERFLOW11/7 THE BUILDING TO CONNECTION POINTS WITH CIVIL STORM CONNECTIONS,DOWNSPOUTSTOROUTE p4KF'A(,EN$F%fiF� (2)INCLUDING ONE SPARE LIE.SUCTION PVC SCH.80.WIDISTRIBUTION WITHIN ARCHITECTURAL DOWNSPOUT COVERS TO BOTTOM BOOT AT GRADE.COORDINATE yQ V 9 LINES M BE EQUIPPED WI FOOT VALVES. TEE LOCATE JUST ABOVE INSTALLATION WITH G.C. WATERTIGHT JUNCTION PRE SURE TEST THE LINE FOR 24 HRS AT WATER LINE(USE SANITARY 14774 EXITEN OF BOX FOR LOW LEVEL 90'S WHENEVER POSSIBLE) _ -.. 24. OUTSIDETRENCHDRAINSAND CATCH BASINS.CONECT4'STORM PIPING TO BOTTOM OF CATCH BASIN 30 PSI BEFORE POURING CONCRETE. EXIT END OF CONVEYOR- FLOAT.(LOCATED ABOVE PROTECT LINES FROM FREEZING. NOTES; AND ROUTE TO SITE STORM MAINS.REFER TO CIVIL CONSTRUCTION DRAWINGS. WATER LINE) 1. POSITION TANKS SO THAT PLUMBING IS BELOW FROST LINES IN AREAS WHERE FREEZING MAY OCCUR. 25. AT DISCHARGE FROM CONVEYOR TRENCH,INSTALL A RUNNING TRAP WITH CLEANOUT ON UPSTREAM �•fj9�OF -�- 2. DRAWINGS ARE FOR REFERENCE ONLY.CONSULTWITH TANK MANUFACTURER TO IDENTIFY STANDARD CONFIGURATIONS FOR SIDE OF PIT OVERFLOW DRAIN. 48 pEN APPROVED APPLICATIONS. TO N/�/� 6'FLAPPER CHECKS 26. ROUTEPROVIDE DISCHARUNNINRGE TRAP OWASTE OLEANOUT ON THEOIL(TREAM SIDE OF P-TRAP FROM THE CATCH BASIN. - TO PREVENT BACK FLOW 1T 3. SEAL PENETRATIONS PREVENT LEAKAGE INTO SOIL ROUTE DISCHARGE TO WASTE LINE ROUTING TO OIL INTEREPTOR. INTO RECLAIM TANKS.USE �- 4. IT ISECONIMENED THATA BACK FLOW PREVENTER BE INSTALLED IN APPLICATIONS THAT ARE AT RISK OF RAVING SEWAGE Z7 NOT USED. ONLY THREADED TYPE FOR BACKING UP INTO THE RECLAIM SYSTEM. EASY SERVICEIREPLACEMENT___ .: .•.. 23 y.. ' S. APPROXIMATE TANK VOLUME IS 2W0 GALLONSEACH.TOTAL STORAGE SHOULD BE BIJ00 GALLONS. OWNER FURNISHED AND INSTALLEDAIRCMPRESSOR.PLUMBERTO ROUTE(AIR LINE DOWN TO P00 Il Ibis document is sealed entl signetl inadigital 8. AN ADDRIONALSANDIOIL SEPARATOR TO ERODED TO TANKING CONFIGURATION PER CITYISTATE REQUIREMENTS TENCH THEN OUT TO CHEMICAL POD.PROVIDE ISOLATION VALVES AT THE AIR COMPRESSOR AND AT relect.icformetandisre.n dfmmsamaene THE POD. other Man the seeing prafeesional identified In Me document,you trust contact Me sealing h _ 29, 2'DOMESTIC WATER SERVICE.ROl1TE INTO DRY BACKR00M TO WATER METER.METER TO BE professional in writing to validate aulhenticdy o! 8' --- -- INSTAL LED AT FLOOR PER LOCAL AUTHORITY REQUIREMENTS. REFER TO DETAIL ON DRAWING Po07. 3 O OTH install and siB eWreaenO shafllnoel th liable fors 30. ]DOMESTIC COLD WATER TO WATER SOFTENER.INSTALL 2'WATTS SERIES LF008 RPZ BACKFLOW nyllability easocielm wilhilwhere Ma ' GAP. E ER TODETAILONpI FITTING. �,E DRAIN LINE TO FD AND DISCHARGE INDIRECTLY WITH AIR aathenficityefanydgi lorelectronicseal0r u� aignaWn has not bean validi in this manner. Y "•" '• •-• ` - 31. PURWATER WATER RECOVERY SYSTEM.THE CONTRACTOR IS RESPONSIBLE TO PIPE THE FOLLOWING ` 1 FROM THE INDOOR PURCLEAN SYSTEM PANEL TO THE OUTDOOR BASINS; ISSUANCES 2$ TJ" I RECLAIM RECIRCULATIONOZOE A. V OZONE RECIRCULATION LINE.INERT AT BASIN=96.50'.RISE TO 98.00-AT FOUNDATION WALL �6-�{ WATERTIGHT JUNCTION - TYPICAL FOR ALL RETURN.l'SCH.0 THEN INTO THE BUILDING AND UPTOPNCLEAN UNIT ON MEZZANINE. PermiIBM COfMiNOBgI 6"DISCHARGE BO%FOR LOW LEVEL CROSS-OVERPIIES WIDISTRIBUTION TEE24"OFF B. P UNDERLOW LIE,SAME ROUTING AS 020E, d TO SEWER. FLOAT.(LOCATER ABOVE BOTTOM OF TANK. C. 3'SUCTION LINE.INVERT AT RASIN=96.50'.RISE TO 98.00'THR000H FOUNDATION,THEN UP TO 1010312018 MINIONS LOCATED WATER LINE) PURCLEAN UNIT ON MEZZANINE. ttABOVE WATER LINE. 0. 3"SUCTION LINE,SPAR.SAME ROUTING AS ACTIVE LINE, E. PIPES TO TERMINATE UNDERALL-IN ONE PUMP PACKAGE. REVISIONS 32. OWNER FURNISHED AND INSTALLED INDOOR PURWATER WATER RECOVERY UNIT.UNITTO BE MOUNTED APPROXIMATELY 1'FROM BACK WALL AND 6-FROM SIDE WALL. NO. DATE DESCRIPTION 33. PLUMBERM ROUTE I-112-COPPER COLDWATER LINE FROM ALL-IN-ONE PUMP PACKAGE INTO POD 10DO GAL.SANDIOIL SEPARATOR 11, S TRENCH TO MAINTAHANCE POD AND CHEMICAL POD.PROVIDE(2)34'BRANCH LINES AT CHEMICAL POD. P� PROVIDE(1)3'4'LINE AT MAINTANANCE POD,PROVIDE 314'FEMALE ISOLATION BALL VALVES AT EACH TAP INTO TE CONTOL PODS AND A 1.1/2'FEMALE BALL VALVE PRIOR TO ENTERING THE POD TRENCH. 3/. TCW PROVIDED ALL-IN-ONE PUMP PACKAGE.PROVIDE 2"SCWTO NIT.MOUNT VALVED 2'SCW fBAL CONNECTION ON WALL BEHIND UNIT. 35. 4'HUB DRAIN MOUNTED FLUSH WITH SURFACE OF MEZZANINE GRATE.ROUTE 31W UP FROM BELOW T INLET FROM EXIT SLAB WITH T P-TRAP BELOW MEZZANIE.ROUTE AQ2 CONDENSATE DRAIN AND GWH-1 DRAINS M HUB MGR S.MARKS Mpg aaLs 1'8 10DO GAL T 1000 GAL. 1D6D 84L END OF TRENCH.(TYP.OF 3) DRAIN AND DISCHARGE WITH AIR GAP.CONNECT 3'WASTE LINE INTO d-MAIN. OWN BY JKR E 36. P.C.TO PROVIDE BURIED TPVC PIPE FROM POD TRENCH IN EQUIPMENT ROOM TO THE END OF THE FILE NO 81310056 WASH TUNNEL TRENCH.STUB UP AT BOTTOM OF TRENCH.THIS WILL SERVE AS CONDUIT FOR(1)1-PEX 3"SCH BO PVC SUCTION LINES FOR RECLAIM 8•SCH 80 PVC CROSS OVER PIPES.INLET WATER LINE TO BE INSTALLED BY TCW INSTALLERS. WATER PUMPING STATION.ES F INCLUDING SIDE TO BE PROVIDED WITH A DOWNWARD > (2) FACINGS 11INDDR.PlIPEMALEVEL 37. PC.TO PROVIDE BURIED 3'PVC PIPE FROM POD TRENCH IN EQUIPMENT ROOM TO THE END OF THE ONE SPARE LINE.SUCTION LIES TO BE 1000 GAL EQUAL TO 60%OF WATER DEPTH.WRkT EQUIPPED WI FOCTVALES.PRESSURE TEST TO BE PROVIDED WITH HORIZONTAL TEE M WASH TUNNEL TRENCH.STUB DP AT BOTTOM OF TRENCH.THIS WILL SERVE AS CONDUIT FORE 7'PE% THE LINE FOR 24 HRS AT 30 PSI BEFORE PROVIDE CIRCULATION IN THE TANK. WATER LINES TO BE INSTALLED BY TCW INSTALLERS ROUTE ABOVE WASH TRENCH DRAIN LINES POURING CONCRETE.PROTECT LINES FROM FREEZING. 38 TO FIRST GCFURN(FLOOR SNED OILING AND ROUTEOVIDE TO MAIN(ELOWSSP TO 2W IAB PROVIDE AIR ADMITTANCEVAL VACK BELOW COUNTER ALVE S ADRE NESSSTEEELHOOD SESANDA IN ABLE NGLES OP SHUT-OFFFVALVES.ROUTEIYON PROVIDE 112-H&CW CHA'FR ME'WHI.IIES WITH EROUTE PLUMBING BELOW GRADE 1I2'CW UP FROM FIRST FLOOR. WATER RECLAIM BASIN DETAIL PLAN fv NOT TO SCALE P100 J I I I 6 16 �15 14 •(13 n aO Q (] PLUMBING KEYNOTES P201 1. AT CONNECTION TO STRUCTURAL TRENCH,FIELD CUT B"WRS PIPING TO BE FLUSH WITH VERTICAL FACE OF PIT.TYPICAL THREE LOCATIONS.REFER TO ENLARGED CONVEYOR PIT PLAN ON DRAWING S302. 2. IT WATER RECLAIM SYSTEM SANITARY PIPING SHALL BE SCHEDULE 40 SOLID WALL PVC.PIPING SHALL ROUTE FROM BOTTOM OF CONVEYOR PIT(INVERT OF PIPE AT BOTTOM OF PITITRENCH)TO FIRST 3?JI CHAMBER OF WATER RECOVERY SYSTEM.SLOPE PIPE AT A MINIMUM OF 1111IFT.COORDINATE WITH I I 23 4"DS 73 4"DS 23 4"DS OTHER BURIED PIPING,TRADES,FOOTINGS,AND PIERS TO ENSURE A STRAIGHT RUN FROM EACH WASH T TRENCH LOW POINT TO THE FIRST BASIN. v • 3'ST , I^ • ` r 41 3. WATER RECOVERY SYSTEM BASINS.REFER TO DETAIL THIS DRAWING. 4. ROUTE M'SCHEDULE 40 PVC GRAIN PIPE FROM UTILITY TRENCH TO WASH PRlIRENCH.SLOPE AT MINIM i MINIMUM OF 1I1'IFT • • • • • Ilj 5. TOMMY CARWASH WATER SOFTENER PACKAGE,PROPAK3FC120,INDLUDING THREE SOFTENERS, > G m O 11 METERING PUMPS,ACCESSORIES,AND BRINE TANK.PLUMBER TO PIPE 2-DOMESTIC WATER TO AND CD m FROM THE UNIT PER THE MANUFACTURER'S INSTRUCTIONS.INCLUDE ISOLATION BALL VALVE AT FACH TANK CONNECTION.CONTRACTOR TO PLUMB TO GRUNDFOS CHEMICAL PUMP. GAS PIPING EXPOSED IN /� I - - - -- -- -�--- w n TUNNEL TO BE Lip WELDED JOINTS 8. OWNER PROVIDED RO SYSTEM.PROVIDE(2)1-114'CW LINES WITH FPT BALL VALVES 4 AF F TO THE - ^ 4 a, AND PAINTED TO MATCH ROUTE CII AND PIPING AS HIGH RIGHT OF UNIT,MOUNT WATER LINES ON WALL BEHIND UNIT.SYSTEM TO INCLUDE 400 GALLON RO TAM( Lip 0 STRUCTURAL FRAMING- AS POSSIBLE ALO THE UNDERSIDE KIT MOUNTED ON MEZZANINE ABOVE THE RO SYSTEM,FILTERS,CONTROL PANEL,AND ASSOCIATED W 1"CW OF THE TUNNELR )F STRUCTURE, PIPING AND ACCESSORIES.PROVIDE VCW SUPPLY TO RO TANK ON MEZZANINE TO SERVE AS NO W m SYSTEM FRESH WATER MAKE-UP.MOUNT VALVED WATERS PP a U LV ON WALL FOR CONNECTION BY n. W s ADJACENT TO THE COORDINATE III EQUIPMENT INSTALLERS.PROVIDE WATTS MODEL 009 RP2 BACKFLOW PREVENTER IN CW SUPPLY. H 2'GAS LINES TO V BRAIDED T L SUPPORT FRAMIN COORDINATE IL I - PIPING BETWEEN RO AND TANK BY PRODUCT INSTALLERS U o HEATERS.PROVIDE 1'BRAIDED _ __ _ _ WITH OTHER T S. �.•�. w B.� STAINLESS STEEL FLEX GAS LINES - --- --- - - -- - -- ----- - --__. _ _ _ _ 7. OWNER PROVIDED PURWATER WATER RECOVERY SYSTEM.SYSTEM TO INCLUDE 400 GALLON STORAGE ■ ■■ U TO HEATERS TANK MOUNTED ON MEZZANINE,PUMPS,CONTROL PANEL,AND ASSOCIATED PIPING AND ACCESSORIES V_ U 950 CFM EA.COORDINATE FINAL • r_ • ¢ z CONNECTION WITH TCW • • • • • 8. MAT WASH AND DRY UNIT,RHINO MAT CELANER SUS-RED.PLUMBER TO ROUTE 31CCW LINE FROM W EQUIPMENT INSTALLERS.' • • BURIED LINE OUTTO TWO UNITS.PROVIDE 714'CONNECTION TO EACH,PROVIDE ISOLATION BALL O N r - VALVE AND BACKFLOW PROTECTION(WATTS D09QT)AND VALVES AT POINT WHERE THEY ROUTE ABOVE A g� I • f --1 • -- -- -.. __-___ _ GRADETOUNIT.BURIED PIPINGTO BE TYPE KCOPPERORPEC EQUAL TO UPONORAOUAPEX.PROVIDE `� w M ' 3'WASTE LINE TO BE PIPED BACK BELOW SLAB TO WASH 718ENCX. Q I 'O ___ • MAT O I B. BELOWWASH GRADEUNITHEN PI SHALL BE IPED WASHTREN .EACH UNIT(FIELD VERIFY WITH INSTALLED UNIT)TO a a m BELOW GRADE THEN PIPED TO WASH TRENCH.MAT WASH A MISHALL EXIT SIDE WALL OF WASH TRENCH • �I 1QUIPMEO 0 - • I I I AND DISCHARGE TO SLOPED TRENCH BOTTOM.SLOPE AT MINIMUM 118'IFT. `� - • • 10, NOT USED. I ,lb I 11, PROVIDE WAWC14ASE COIL CONDENSATEDRAIN. DISCHARGE AIN FROMGEINDI CEILING MOUNT UNIT ABOVE CEILING THEN � GOWN IN WAWCHASE TO HUBDRAIN.DISCHARGE INDIRECTLY WITH AIR GAP. 00 T04"VTR 23 /"DS ®495 l�E• }- __ -. ❑ 23 4"DS AND 12. ROUTE T WASTE INTO WALL CAVITY THEN UP IN CHASE.TAP OFF RISER WITH TWASTE.TRAP LINE O • • • _ \�J •••• I MAKE THE HUB DRAIN WITH ACHES ISLE MOUNTEDFION RISER TOA 2" VDE I2'a12'WALL ACCESS PANEL TO 7 MAKE THE HUB GRAIN ACCESSIBLE.TRANSTION RISER TOA2'VENT. ^ 4 • • 13. FLOOR MOUNT WATER CLOSET,TANK TYPE.PROVIDE Y WASTE CONNECTION.ROUTE 3'WASTE IN WALL, M•e� P201 • • 5 TRANSITION TO 2-VENT UP TO ABOVE THE CEILING.PROVIDE 1/2-CW TO STOP VALVE IN WALL AT B-AFF. PROVIDE I2"STAINLESS STEEL SUPPLY TO TANK FLUSH VALVE. • • • _- • P201 14. WALL MOUNT LAVATORY.PROVIDE 2"WASTE UP IN WALL,AND 1.116'W WITH P-TRAP TO LAV DRAIN Z CONNECTION.CONTINUE UP IN WALL WITH 1.12"VENT.PROVIDE 11TCW IN WALL TO V-0'AFF,1W CW TO HAVE STOP VALVE.ROUTE FROM VALVE TO CW SIDE OF POINT OF USE MIXING VALVE.PIPE TEMPERED WATER TO FAUCET. Uj Z /� I ---- / 15. MOUNT ELECTRIC INSTANTANEOUS TANKLESS WATER HEATER UNDER LAVATORY.ROUTE 112-CW(TEE. N _ OFF 12'CW FEEDING LAV FAUCET)TO INLET SIDE OF HEATER.ROUTE 112'HW AND 12-CW TO MIXING VALVE EQUAL TO POWERS E490.ROUTE 105 DEGREE F VALVE OUTLET TO INLET OF FAUCET. L u Q CANOPY STORM WATER IS COLLECTED IN ARCH 16, SERVICE SINKIMOP BASIN.PROVIDE TRAPPED T WASTE TO DRAIN.PROVIDE 34'NBCW TO WALL MOUNT (n X I PERIMETER GUTTER.PLUMBER SERVICE FAUCET. TO PROVIDE(2)3"PVC PIPES 1T 314'HBCW DOWN THE WALL TO WALL MOUNT EMERGENCY EYEWASH.ROUTE HBCW N Uj TO MIXING VALVE. �. FROM GUTTER TO COLUMN ROUTE 85 DEGREE F DISCHARGE TO INLET OF EMERGENCY EYEWASH.MOUNT UNIT AT4'-0'AFF AND = LLI THEN DOWN BELOW GRADE ABOVE THE MOB BASIN. Cl) Ito Z O 18. GAS FIRED UNIT HEATER.PROVIDE NATURAL GAS CONNECTION PER MFG INSTRUCTIONS,PROVIDE DIRT =�M-g GAS LEG AND COCK.REFER TO HVAC DRAWINGS FOR VENTING. V CD is I 19. 20 GALLON ELECTRIC WATER HEATER MOUNT UNIT ON SHELF AT T-0-AFF,PROVIDE 314'CW TO FIX LLTURE. Q O ROUIEyd'HWTO FIXTURES AS SHOWN.REFER TO DETAIL ON DRAWING P001 U 20. GAS SERVICE AND METER.CONTRACTOR TO COORDINATE INSTALLATION WITH GAS UTILITY.DESIGN Z OUILETPRESSURESHALLBE7'W.C.DESIGN LOAD CURRENTLY SET AT 3,100 CFH.DESIGN EQUIVALENT lL LENGTH BASED ON 10P.GAS LINE SIZING IS BASED ON THE INTERNATIONAL FUEL GAS CODE,TABLE O U? 4022(2),LESS THAN 2 PSI GAS WITH 0.5 IN W.C.PRESSURE DROP.ALL GAS PIPING V AND LARGER SHALL ---.- BE WELDED. O ULI 21. TOMMY FURNISHED GAS FIRED TANKLESS WATER HEATER SYSTEM.UNIT MOUNTED ON MEZZANINE. 9.2 1.8 PROVIDE 1-W"NATURAL GAS CONNECTION WITH DIRT LEG AND GAS COCK TO GAS MANIFOLD.PROVIDE 2'SCW TO CW SUPPLY MANIFOLD.WATER CONNECTION TO INCLUDE ISOLATION BALL VALVE,HEAT TRAP.PROVIDE 3"CPVC COMBUSTION VENT AND INTAKE UP TO V CPVC VENT AND INTAKE HEADERS. INSTALL PER MFG INSTAL ATION INSTURC IONS HEATER INSTALLATION AND PIPE CONNECTIONS ARE MEZZANINE & ROOF LEVEL PLUMBING PLAN I O BY THE PLUMBER. CAR QUOTE: 153 E4 22. PLUM BE'TAUL PROVIDE INTALLTE IB'ATIONS OPIC INILACK AND ACCENT BAND OF T KITE.ERIO PIPE DIRECTLY TO THE QUOTE:15334 EXTERIOR WALL.INSTALL TERMINATIONS IN BLACK ACCENT BAND OF EXTERIOR WALL PROVIDE CONDENSATE TRAP AT THE OUTLET OF THE HEATER.THE EXHAUST VENT SHALL SLOPE AT A MINIMUM VERSION NUMBER: OF 114"PER FOOT BACK TOWARD THE HEATER.COVER WITH INSECT SCREEN.INSTALL PER MFG O4 INSTRUCTIONS. 23. TUNNEUCARWASH ROOF DRAINAGE IS DIRECTED TO ARCHITECTURAL MIN GUTTERS.THE PLUMBER SHALL PROVIDE 4'PVC DOWNSPOUTS FROM GUTTER CONNECTION DOWN ALONG THE WALL(ANGLED �GNAL WALL FOR EAST AND WEST ELEVATIONS)TO AN INVERT B"ABOVE TOP OF FOOTING.PIPE 5'-0"FROM �S: fNCX WITHIN ARCTHE HTECTI TO UNNECTION IRAL DOOWNSPOINTS WITH CIVIL UT COVERS TO BOTTOM BOOT AT GRADE.COORDINATEORWTE QeDE L ENSFa b1,F9 /� INSTALLATION W TH G C. 2 1G� 1� 14 3 cusT oILEr 11 10 9 g 1 �g 2 ) 1477a 2d. OIRSIDE TRENCHDMINS AND CATCH BASINS CONNECT d'STORM PIPING TO BOTTOM OF CATCH MEIN P201 B • AND ROUTE TO SITE STORM MAINS.REFER TO CIVIL CONSTRUCTION DRAWINGS. 25, AT DISCHARGE FROM CONVEYOR TRENCH,INSTALL A RUNNING TRAP WITH CLEANOUT ON UPSTREAM OF'� Fe SIDE OF PIT OVERFLOW DRAIN. 20. PROVIDE RUNNING TRAP WITH OLE4ROUT ON THE UPSTREAM SIDE Of P-TRAP FROM THE CATCH BASIN. J �/Z`11 h 7 • 4'DS 23 4"DS 23 4"DS ROUTE DISCHARGE TO WASTE LINE ROUTING TO OIL INTERCEPTOR. / I , 27. NOT USED. • I 28. OWNER FURNISHED AND INSTALLED AIR COMPRESSOR.PLUMBER TO ROUTE('AIRLINE DOWN TO POD If this document i Id and'signed' Ogtel �u TRENCH THEN OUT TO CHEMICAL POD.PROVIDE ISOLATION VALVES AT THE AIR COMPRESSOR AND AT ride than the 1 p edtl 9f 0 a g fe • - kCONVEYOR HE POD 3/4-CW R - to document y I lest seeing • 29, TDOMESTIC WATER SERVICE ROUTE INTO DRY BACKROOM TO WATER METER.METER TO BE RENCH INSTALLED pmeas anal 4 91 d 1 h t M f AT FLOOR PERLOCAL AUTHOR RREQUIREMENS. REFER TO OETAILON DRAWING Po07 to dacemel.Th Ilgp fe 1 Id Icna to seal end g 1 tl h a not be I'eble far 30, 2'DOMESTIC COLDWATER TO WATER SOFTENER.INSTALL 2"WATTS SERIES LF009 RPZ BACKFLOWeery lebltyeaeodetedmt twhereto PREVENTERWITHAIRGAP FIRING.ROUTE DRAINLINETOFDAND DISCHARGE INDIRECTLY WITHAIR eptenocty of anydglal-letor-adalar WASH 37 GAP.REFER TO DETAIL ON DRAWING P301. a gneWre hee not been mannled Into manndr(BAY) - - - - - - PURWATER WATER RECOVERY SYSTEM THE CONTRACTOR IS RESPONSIBLE TO PIPE THE FOLLOWING CENTERLINE PROM THE INDOOR PURCLEAN SYSTEM PANEL TO THE OUTDOOR BASINS ISSUANCES 161 104 - -- - --- O 9. YSUCTI N NIT ONMEZZA NERING 9 50 RI M THENWALL A 1"OZONE RECIRCULATION LINE.IWERTAT BASIN=9850,RISE TO 9SDD AT FOUNDATION ERLOW LINE.SAME NE THEN INTO THE BUILDING AND W TO PURCLEAN UNIT ON MEZZANINE. Permit and COnetr0000n C. 3'SUCTANLINE INVERT AT BASIN•9850'.RISE TO g8.00'THROUGH FOUNDATION,THEN UP TO iWIgIZ018 PURCLE _ _ - D. 3-SUCTION LINE,SPARE.SAME ROUTING AS ACTIVE LINE, Ff7 � • �• COPPER POD TRENCH • • E. PIP URNI TED AND IN UNDERINDOR PURWAE PUMP PACKATEREVISIONS ® 32OWNER FURNISHED AND INSTAILED INDOOR PURWATER WATER RECOVERY NIT.NITTO BE MOUNTED n"CW APPROXIMATELY 1'FROM BACK WALL AND B"FROM SIDE WALL. N0. DATE DESCRIPTION PP ❑ C.1 CO ER -- - -T - ''- 33. PLUMBER TO ROUTE I-12"COPPER COLD WATER LINE FROM ALL-IN-ONE PUMP PACKAGE INTO POD iTl� • I!� '�" - - _ _ _ _ I I I I • TRENCH TO MAIMANANCE POD AND CHEMICAL POD PROVIDE(2)3'4'BMNCH LINES AT CHEMICAL P00. W HEQUIPMENTI / FLIGHT DECK I PROVIDE(1)3/d'LINE AT M4INTANANCE RO,PROVIDE 3/d'FEMALE ISOLATION HALL VALVES AT EACH DRY DOM 105 101 TAIR TAP INTO THE CONTOL PODS AND A 1-112-FEMALE BALL VALVE PRIOR TO ENTERING THE POD TRENCH. y I &4 314 3/4-CW , 3/. TOW PROVIDED ALL-IN-NE PUMP PACKAGE.PROVIDE 2'SCW TO UNIT.MOUNT VALVED 2'SCW • • • CONNECTION N WALL BEHIND UNIT, 5 I COPPER COPPER OPPER❑ � - I 1 35. 4'M1B DRAIN MOUNTED FLUSH WITH SURFACE OF MEZZANINE GRATE.ROUTE 3"W UP FROM BELOW _J7-#0,c --- ---- - P20, SLAB WITH T P-TRAP BELOW MEZZANINE.ROUTE AG2 CONDENSATE DRAIN AND GWN-1 DRAINS TO NUB MGR S.MARKS _ _ 1 U-I DRAIN AND DISCHARGE WITH AIR GAP.CONNECT T WASTE LINE INTO d'MAIN. DWN BY JKR D5 • 01 6 I M • 23 4"DS 36, P.C.TO PROVIDE BURIED 3"PVC PIPE FROM POD TRENCH IN EQUIPMENT ROOM TO THE END OF THE FILE NO 81310056 yZ • 23 41DS FRI I E '- P --__ - _._. WASH TUNNEL TRENCH.STUB UP AT BOTTOM OF TRENCH.THIS WILL SERVE AS CONDUIT FOR(1)ITEX 2 P201 • n _ I WATER LINE TO BE INSTALLED BY TCW INSTALLERS. m •• • 37. P.C.TO PROVIDE BURIED TPVC PIPE FROM POD TRENCH N EQUIPMENT ROOM TO THE END OF THE SFl • • • 20 GAS METER • WASH TUNNEL TRENCH.STUB UP AT BOTTOM OF TRENCH,THIS WILL SERVE AS CONDUCT FOR(2)1-PEX a WATER LINES TO BE INSTALLED BY TCW INSTALLERS.ROUTE ABOVE WASH TRENCH DRAIN LINES ei . a . ;Q 78, GC FURNISHED DROP-IN SINK;S•i.PROVIDE 1./2"P-TRAP TO STACK BELOW COUNTER.DROP WASTE $ TO FIRSTFLOOR CEILING AND ROUTE TO MAIN BELOW SLAB.PROVIDE AIR ADMITTANCE VALVE ABOVE FIXTURE FLOOD PLANE IN ACCESIBLE LOCATION.PROVIDE 12'HBCW SUPPLIES WITH BRAIDED pF 9.2 1.8 STAINLESS STEEL HOSES AND ANGLE STOP SHUT-OFF VALVES,ROUTE 12'HW FROM Ei ROUTE FIRST FLOOR PLUMBING PLAN S� 12'CW UP FROM FIRST FLOOR_ FIRST FLOOR PLUMBING PLAN P101 J I I I I 0 PLUMBING KEYNOTES 1. AT CONNECTION TO STRUCTURAL TRENCH,FIELD CUT 6'WRS PIPING TO BE FLUSH WITH VERTICAL FACE OF PR.TYPICAL THREE LOCATIONS.REFER TO ENLARGEDCONVEYOR PR PLAN ON 1RAWINGS302, 1S 1S 14 13 2. 8'WATER RECLAIM SYSTEM SANITARY PIPING SHALL BE SCHEDULE 40 SOLID WALL PVC.PIPING SHALL ROUTE FROM BOTTOM OF CONVEYOR PIT(INVERT OF PIPE AT BOTTOM OF PTTRRENCH)TO FIRSTCHAMBER OF WATER RECOVERY SYSTEM SLOPE PIPE AT A MINIMUM OF l/rIFT.COORDINATE WITH ED W yMIA OTHER BURIED PIPING,TRADES,FOOTINGS,AND PIERS TO ENSURE A STRAIGHT RUN FROM EACH WASH m TRENCH LOW POINT TO THE FIRST BASIN. _ V 3. WATER RECOVERY SYSTEM BASINS,REFER TO DETAIL THIS DRAWING. A ROUTE 4"SCHEDULE 40 PVC DRAINPIPE FROM UTILITY TRENCH TO WASH PR/fRENCH.SLOPEATA 1/11 m Q CONNECT 3"ST EQUIPMENT PLATFORM 3"OD-1 1B UH-2 - - MINIMUMEv4YFT. �++ v 205 ROUTE 3"OD TO DSN-1 400 MEN TO MAIN 4" 0 _ 13 3�18F 5. TOMMY CAR WASH WATER SOFTENER PACKAGE,PROPAK-3fC120,INDLUDING THREE SOFTENERS, > d � ABOVE ARCHEDROOF. $POUT 3'ST ® 1l2"CW METERING PUMPS,A CCESSORIESCTURERINE TANK SINSTRUCTION.R TO INCLUDE PE IC BALL ATER VALVE AT EACH 9 COORDINATE WITH GC. 4"W \ CUSTOMER TOILET FROM THE UNIT PERTHE MANUFACTURERS INSTRUCTIONS.INCLUDE ISOLATION BALL VALVE AT E4CN �> Z TANK CONNECTION.CONTRACTOR TO PLUMB TO GRUNDFOS CHEMICAL PUMP. _ ^ K u w � -2N DOWN '•'� 6. OWNER PROVIDED RO SYSTEM.PROVIDE(2)1-7/4'CW LINES WITH FPT BALL VALVES 4'A.F.F.TO THE z on 3"RD•I STORAGE _ �A. RIGHT OF UNIT.MOUNT WATER LINES ON WALL BEHIND UNIT.SYSTEM TO INCLUDE 4DO GALLON RO TAN( Z ®4'ST 108 14 PITNGUND ACCESSD ON ORIES. PROVIDE ABOVE THE ROSVST TO FILTERS,ONMZZANIROL NENE T SERVEND SPC W 3'CD -6I// 11YCG - I SYSTEMFRESH ATERIMAKE-UUNTVALVED WATER TANKON ON IFOR CONMEAS RO W 2 ' 4"VFR 2N � � _T� �� SYSTEM FRESHWATER MAKE-UP.MOUNT VALVED WATER SUPPLY ON WALL FOR CONNECTION BY K v EQUIPMENT INSTALLERS.PROVIDE WARS MODEL DOB RPZ BACKfLOW PREVENTER IN CW SUPPLY. F 7� --a'b- - L 1 &C PIPING BETWEEN RO AND TANK BY PRODUCT INSTALLERS, IL U B I �_'_ _ _ '1 � w a B 7. OWNER PROVIDED PURWATER WATER RECOVERY SYSTEM.SYSTEM TO INCLUDE 400 GALLON STORAGE = P 1"CW FROM ABOVE 2N UP TANK MOUNTED ON MEZZANINE,PUMPS,CONTROL PANEL,AID ASSOCIATED PIPING AND ACCESSORIEScp DSN-11 1 1 17 E1 8. MAT WASH AND DRY UNIT,RHINO MAT CELANER SUS-RED,PLUMBERTO ROUTE 3/4"CW LINE FROM W Z 3/4"HW DN TO MB-1 SERVICE FAUCET, 314"H&CW BURIEDV WLINEOUTTOTWOUNITS.PROVIDE 314.CONNECTION TO EACH.PROVIDE ISOLATION BALL O Z VALVE AND RACKFLOW PROTECTION(WATTS D09CT)AND VALVES AT POINT WHERE THEY ROUTE ABOVE PCW TO R E UP ALON TUNNEL 18 3"WMIA CONT DOWN WITH 1Y1"HW TO LAV GRADE TO UNIT.BURIED PIPING TO BE TYPE K COPPER OR PEX EQUAL TO UPONOR AOUAPEX.PROVIDE 3l4"H W STRUCTURAL SUPPORTS, EEPING 3'WASIE LINE TO BE PIPED BACK BELOW SLAB TO WASH TRENCH. AS HIGH AS POSSIBLE &CW- 3/4 & C CW ig 9. MATWASH UNIT WASTE SHALL BE PIPED FROM EACH UNIT VERIFY WITH INSTALLED UNIT)TO Ky BELOW GRADE THEN PIPED TO WASH TRENCH.MAT WASH TW SHALL EXIT SIDE WALL OF WASH TRENCH d AND DISCHARGE TO SLOPED TRENCH BOTTOM.SLOPE AT A MINIMUM 118'/FT. 10. NOT USED. M ENLARGED TOWER I MEZZANINE PLUMBING PLAN NLARGED TOWER B PLUMBING PLAN 1. PROVIOE3r4"COOLING COIL CONDENSATE DRAIN FROM CEILING MOUNT UNIT ABOVE CEILIN WGTHEN U P101 114"=1'-0' DOWN INWALLACHASETO HUB DRAIN.DISCHARGE INDIRECTLY WITH AIR GAP. 12. ROUTE 2"WASTE INTO WALL CAVITY THEN R IN CHASE.TAP OFF RISER WITH 2-WASTE.TRAP LINE O AND TERMINATE WITH 4'HUB DRAIN MOUNTED AT 24-AFF.PROVIDE I2'02'WALL ACCESS PANEL TO MAKE THE HUB DRAIN ACCESSIBLE.TRANSITION RISER TOA 2-VENT"CW . g REJE T A 13. FLOOR MOUNT WATER CLOSET,TANK TYPE,PROVIDE W WASTE CONNECTION,ROUTE 3"WASTE IN WALL, 1ee� REJECT WATER TRANSITION TO TVENT UP TOABOVE THE CEILING.PROVIDE 1/YCW TO STOP VALVE IN WALL AT 6-AFF. TANK PROVIDE 7IY STAINLESS STEEL SUPPLY TO TANK FLUSH VALVE. cn S 14 13 2 BUREID 1"CW TO B (2)1-114"CW TO 34 ALL IN ONE 14. WALL MOUNT LAVATORY.PROVIDE 2"WASTE UP IN WALL,AND 1.114-W WITH P-TRAP TO LAV DRAIN TOWER RO SYSTEM PUMPPACKAGE CONNECTION.CONTINUE UP IN WALL WITH I-1/2'VENT.PROVIDE I/2'CW IN WALL T01'-0'AFF.Ire CW ��//�� Z g NO REJECT 400 1 S 14 13 12 c / ❑2g AIR TO HAVE STOP VALVE.ROUTE FROM VALVE TO CW SIDE OF POINT OF USE MIXING VALVE.PIPE GALLON TANK ,�I I WATER RELCLAIM T WATER RECLAI 2"SOW ■. ■ O COMPRESSOR 3" ' 7 TEMPERED WATER TO FgUCET. W 1"CW GAIYON RECLAIM TANK "YJ UNIT : Z 15. MWM ELECTRIC FEED1INSTANTANEOUS TANLESS SIDE OF HEATER ROUERUHIN AND.ROUTEOMIXI(TEE- OI3 - CO Li- _ OFF E-CWEQUAL FEEDING LAV FAUCET)TO INLET SIDE OF HEATER.OUTLET TO IN AND 1/2 ALI TO MIXING 00 O r VALVE EIXIAL TO POWERS E490.ROUTE 1050EGREE FVALVE CURET TO INLET OF FAUCET. W >Q 1 1l2'CW 16. SERVICE SIW/MOP BASIN.PROVIDE TRAPPED 3-WASTE TO DRAIN.PROVIDE 3V'H&CW TO WALL MOUNT ~ > SERVICE FAUCET. � � Z • / `.•/ __ 35 � _ - 17, 3'4'H&CW DOWN THE WALL TO WALL MOUNT EMERGENCY EYEWASH.ROUTE H&CW TO MIXING VALVE. r 3'W 'W ROUTE 85 DEGREE FDISCRARGE TO INLET OF EMERGENCY EYEWASH.MOUNT UNIT AT P-0•AFF AND I DRY BACKROOM ABOVE THE MOB BASIN. (n Z 3 R011FE FLUE - g�QUA 10 I 30 10g 18. GAS FIRED UNIT HEATER.PROVIDE NATURAL GAS CONNECTION PER MFG INSTRUCTIONS.PROVIDE DIRT a S ONDENSATE - 1 I BRINE POD LEGANDGASCOCK.REFER TO HVAC DRAWINGS FOR VENTING. U EQUIPMENT PLATFORM1 I eFP g UH 1 WATTS MODEL 909 co 204_ J�C DRAIN TO 4'1�1 /00 MBH i '� TANK TRENCH 19. 20 GALLON ELECTRIC WATER HEATER.MOUNT UNIT ON SHELF AT 7'-0'AFF.PROVIDE 3/4'CW M FIXTURE. a 0 ROUTE 3'4"HW TO FIXTURES AS SHOWN.REFER TO DETAIL ON DRAWING P001 9M �' 4'W __. V �� i CC I I \ G wJ '- jw� 20. GAS SERVICE AND METER.CONTMCTOR TO COORDINATE INSTALLATION WRH GASUTILITYDESIGNQ LMEZZ OUILETPRESSURESHALLBE7'W.C.DESIGN LOAD CURRENTLY SET AT 3,100 CFH.DESIGN EOUNALENT Q LL-._t r .. - 1 112'G I r I LEVEL LENGTH BASED ON 700'.G43 LINE SIZING IS BASED ON THE INTERNATIONAL FUEL GAS CODE,iP1iLE c 0 Z - __-_ -- -- 2V _ I L; /� -- 4022(2),LESS THAN 2 PSI GAS WITH05 IN WC PRESSURE DROP,ALL GAS PIPING 3-AND LARGER SHALL c U- D.S - - - - -T -_ BE WELDED O 1111 3"VS UP 391 -�-- ®3"W �l 2'4`CW TO 21. TOMMY FURNISHED GAS FIRED TANKLESS WATER HEATER SYSTEM.UNIT MOUNTED ON MEZZANINE O OU TO 4"VR E PROVIDE 1-72"NATURAL GAS CONNECTION WITH DIRT LEG AND GAS COCK TOGAS MANIFOLD.PROVIDE " 3"G DN. - - _. _ 2p GAS METER 2'SCW TO CW SUPPLY MANIFOLD.WATER CONNECTION TO INCLUDE ISOLATION BALL VALVE,HEAT 3l4"COND.DRAIN FROM AC UNIT, 2'$OFT CW TO CW 4"W TO �� g WATER SO ER 31 'I' 3,100 MBH TRAP.PROVIDE 3'CPVC COMBUSTION VENT AND INTAKE UP TO B'CPVC VENT AND INTAKE HEADERS. SLOPE AT 1l4"/FT,DISCHARGE SUPPLY MANIFOLD 01-1- 29 PACKAGE ,L INSTALLPERMFG.INSTALLATION INSTURCTIONS.HEATER INSTALLATION AND PIPE CONNECTIONS ARE TOMMY INTO 4"HU WITH AIR G!{ I 1 I r� RECLAIM PIPES,RIqE I BY THE PLUMBER. 21 GWH-1 1"CW DOWN TO IS 2'CW IN ABOVE FOOTING,THEN CAR WASHSY57EMS 79g MBH \�1,7(3 WITH DIRT LEG 25CW O� UNDER FLOOR TO 22. PLUMBER TO PROVIDE RINN418'CPVC VENT INTAKE AND AIR VENT INLET KRS.PIPE DIRECTLY TO THE QUOTE:15334 22 I. UP AND AND GAS COCK TO GWH-1 BELOW SLAB,ROUTE PURWATER UNIT EXTERIOR WALL.INSTALL TERMINATIONS IN BLACK ACCENT BAND OF EXTERIOR WALL.PROVIDE OVER TO TO. GAS MANIFOLD TO TOWERA CONDENSATE TRAP AT THE OUTLET OF THE HEATER.THE EXHAUST VENT SHALL SLOPE AT A MINIMUM VERSION NUMBER: `*CW UP TO OF 114'PER FOOT BACK TOWARD THE HEATER.COVER WITH INSECT SCREEN.INSTALL PER MFG TOWER B INSTRUCTiONS. 04 / \ ENLARGED EQUIPMENT PLATFORM PLUMBING PLAN 23 TUNNEUCARWASH ROOF DRAINAGE IS DIRECTED TO ARCHITECTURAL RAIN GUTTERS.THE PLUMBER ^{ ENLARGED DRY BACKROOM PLUMBING PLAN SHALL PROVIDE I'PVC DOWNSPOUTS FROM GUTTER CONNECTION DOWN ALONG THE WALL(ANGLED P701 1/4"=1'-0' V WALL FOR EAST AND WEST ELEVATIONS)TO AN INVERT B'ABOVE TOP OF FOOTING.PIPE S'-0'FROM _\GNAL(.- P100 1/4" THE BUILDING TO CONNECTION POINTS WITH CIVIL STORM CONNECTIONS.DOWNSPOUTS TO ROUTE 4c&'S ENS NC�y WITHINARCHITEGTURAL DOWNSPOUT COVERS TO BOTTOM BOOT AT GRADE.COORDINATE INSTALLATION WITH G.C. Q 9 24. OUT IDE TRENCH DRAINS AND CATCH BASIN$.CONNECT 4'STORM PIPING TO 801TOM OF CATCH BASIN 14774 AND ROUTE TO SITE STORM MAINS.REFER TO CIVIL CONSTRUCTION DRAWINGS. A. a 25. AT DISCHARGE FROM CONVEYOR TRENCH,INSTALL A RUNNING TRAP WITH CLEANOUT ON UPSTREAM ,4 OFAOP'�Q` O O 2 /\ SLOE ID RUNNINIT G FLOW DRAIN. .adi N (Y1 28. PROVIDE RUNNINGTRAP WITH C1FAN0UT ON THE UPSTREAM SIDE OF P-TRAP FROM THE CATCH BASIN.2 112"CW UP TO \\\ ROUTE DISCHARGE TO WASTE LINE ROUTING TO OIL INTERCEPTOR. POINT OF USE i 27 NOT USED WATER HEATER 28, OWNER FURNISHED AND INSTALLED AIR COMPRESSOR.PLUMBERTO ROUTE I"AIR LINE DOWN TO POD If this d­ 314"CWt THE POCHDTHEN OUT TO CHEMICAL POD.PROVIDE ISOLATION VALVES AT THE AIR COMPRESSOR AND AT menH or ebctroncbrlmetena eene�gnd'rin.dlal offi.than he sollmo,professional darAffieds,' 29. 2-DOMESTIC WATER SERVICE.ROUTE INTO DRY RACKROOM TO WATER METER.METERTOBE Ble document you most contact the I'g INSTALLED AT FLOOR PER LOCAL AUTHORITY REQUIREMENTS. REFER TO DETAIL ON DRAWING Pool. profess,n,l,,witng Wo aldaW th 1 b f B, 2N$,TRANSITION II II II the document.The eesi ng proleei anal tl acla ma 15 ABH E UIPMENT FLIGHT DECK 2"W DOWN FROM . TO 3"VTR II II II II II the tool antl a gneture and shell not be liable for ROUTE ABOVE CEILING 30. YDOMESTIC COLD WATER TO WATER SOFTENER.INSTALL 2'WATfS SERIES LF009 RP2 BACKFLOW I 105 101 II II PREVENTERWITH AIR GAP FITTING.ROUTE DRAIN LINE TO FD AND DISCHARGE INDIRECTLY WITH AIR any liabiliy assoclebd xilh it xfiere the OPEN AREA GAP.REFER TO DETAIL ON DRAWING P301. authenticity ofanydigiMloreleclronicsealor 202 signature has not been velitlatetl in Nit manner. II 1/2'H&CW ®-3"FD-1 STAIR 31. PRWATER WATER RECOVERY SYSTEM.THE CONTRACTOR IS RESPONSIBLE TO PIPE THE FOLLOWING FROM THE INDOOR PURCLEAN SYSTEM PANEL TO THE OUTDOOR BASINS; 3'B�1 �o II AAV 2'WS 103 A. V OZONE RECIRCULATION LINE.INVERTATRASIN=96.50'.RISE TO9B.00'AT FOUNDATION WALL ISSUANCES a I 2 1-1I2'VS 3"W g=yy I I I I THENINT0 THE BUILDING AND UP TO PURCLEAN UNIT R MEZZANINE. 8 B. 1'UNDERLOW LINE,SAME ROUTING AS OZONE. PBrmil and Construction 112'C C. 3-SUCTION LINE.IN/ERT AT BASIN=96.50'.RISE TO 98.00'THROUGH FOUNDATION,THEN UP TO w ST I CONNECT 3"ST TO 3NJ D. PURCLEAN UNIT LIN N NE ROARING AS ACTIVE LINE.MEZZANINE 10103I2016 4"DOWNSPOUT - : EMPLOYEE T01 r11� E 102 E. PIPES TO TERMINATE UNDER ALL-IN ONE PUMP PACKAGE. CLOSET 1--_L - ------ _ - \ WC-16E 13 32, OWNER FURNISHED AND INSTALLED INDOOR PURWATER WATER RECOVERY UNIT.UNIT TO BE MOUNTED REVISIONS 3^W APPROXIMATELY I'FROM BACK WALL AND B'FROM SIDE WALL. NO. DATE DESCRIPTION 9I - ❑ 314'C 111 I `1I2"CW 34•C 0 33 PLUMBERTO ROUTE ANC COPPER CCHE WATER LINE FROM ALL)314'BRANCH PACKAGE INTO POD � 1•il4'W TRENCH TO M4 LINE ATE POD AND CHEMICAL POD VIDE W4VIDE(2)FEMALE ISBRANCH BALLLINESV LVES A EACH. &4"C 11 I 4"W 1 -- - PROVIE(I)E C LINE AT DS ANDA 1-1 POD.PROVIDE Y4' RIISOLATION BALL VALVES AT EACH 9rr��a IY^ TAP INTO THECOMOL PODSANDAI-V2"EPRO BOLL VALVE PRIOR TO ENTERING THE POD TRENCH. - - -Y- - - - - E - - _ 34. CONNETCW TIM ON WALL BEHIND PDMP PACKAGE.PROVIDE 2'SCWTO UNR.MOUMVALVED 2'SCW GS O --••• -----�- --","- 1.- - --I -- - - CONNECTION ON WALL BEHIND UNIT. �S \J 36. CHUB DRAIN MOUNTED FLUSH WITH SURFACE OF MEZZANINE GRATE.ROUTE 3-W UP FROM BELOW 3I4"C y SLAB WITH 3-P-TRAP BELOW MEZZANINE.ROUTE AC.2 CONDENSATE DRAIN AND GWIH DRAINS TO HUB MGR S.MARKS T�DOWN 2y 15 MY&A DRAIN AND DISCHARGE WITH AIR GAP.CONNECT 3'WASTE LINE IWO4•MAIN. DWNBY JKR I , P.C.TO PROVIDE BURIED 3-PVC PIPE FROM POD TRENCH IN EQUIPMENT ROOM TO THE END OF THE FILE NO 81310056 12 TO 4" 36 H.HD 14 WASH TUNNEL TRENCH.STUB UPATBOTTOMOFTRIENCH.THIS WILL SERVE AS CONDUIT FOR(I)I'PEX S @ 1-1/4"lN WATER LINE TO BE INSTALLED BY TCW INSTALLERS. I Ty3 I 3/4"C DN 1/YH&CW 37. P.C.TO PROVIDE BURIED 3RVC PIPE FROM POD TRENCH IN EQUIPMENT ROOM TO THE END OF THE y - 2'WS WASHTUNNELTRENCH.STUB UP AT BOTTOM OF TRENCH.THIS WILL SERVE AS CONDUIT FOR(2)1'PEX kLyT� DROP 314"C DOWN IN CHASE, 1-1/2"VS WATER LINES TO BE INSTALLED BY TCW INSTALLERS.ROUTE ABOVE WASH TRENCH DRAIN LINES. S^ �32 1.8 COMBINE WITH FIRST FLOOR ,gp 3 CONDENSATE LINE AND 3�27 18 38. GCFRNISHED DROP-IN SINK;S_7.PROVIDE I.1/2'P-TRAP TO 2-W STACK BELOW COUNTER DROP WASTE o TERMINATE AT HUB DRAIN TO FIRST FLOOR CEILING AND ROUTE TO MAIN BELOW SLAB.PROVIDE AIR ADMITTANCE VALVE ABOVE FIXTURE FLOOD PLANE IN ACCESIBE LOCATION,PROVIDE If2'H&CW SUPPLIES WITH BRAIDED STAINLESS STEEL HOSES ANDANGLE STOP SHUT-OFF VALVES.ROUTE 112'HW FROM Ell ROUTE 2 [ ENLARGED TOW ERAMEZZANINEPLUMBINGPLAN ��NLARGEDTOWERAPLUMBINGPLAN 2'CWUP FROM FIRST FLOOR. ENLARGED J P10T 1/4°=1'-0" P100 PLUMBING PLANS P201 J I I I I I CL E CONT STAINLESS STEEL ENTRANCE DOOR 3 L2112x21/20/4 W/3r8x3"HEADED STUDS CONVEYOR PIT CONVEYOR FRAME 16"OC(TYP)SLOPE TOP OF 4, 3' EXIT DOOR 4, 3, INSTALLED BY TOMMY - ANGLE TO MATCH ADJACENT FLOOR SLOPE T SLOPES TO PIT I SLOPES TO PIT - V SEE FLOOR SLAB PLAN F— SEE FLOOR SLAB PLAN ffEE VARIES SERE pLAN Q n a CONCRETE GROUT INFILL > Va _ TO ACHIEVE HP&LP SLOPES ci R4 L-BAR @ 18"OC HIGH POINT d CENTERED H LOW POINT - Lp w H 12 U . ? c7 a_ fi 12 4'PVC DRAIN w ILu1I;"VTR ti FROM POD TRENCHis a O� R4 CONT SEE PLUMBING DWGS F a \�� U o �O\ (2)P4 CONT _ \�Q & - _ ¢ w C HOOK@18"OC Z q4 VERT WI I OII 6"PVC DRAIN m m II 04 @ 18'OC EW,CENTERED TO SEDIMENT BASIN tw ^W II S" 11 (3194 CON7 SEE PLUMBING DWGS v IN IS I if4 Z-BAR @ 18'OC — O CONNECTED II -q4 @ 18"OC 4 1'-1r 1'•B' a TO SITE II BEE 815303IV STORM I 14 FOR CONCRETE I p POUR SEQUENCING 311 zv 4W 4 co 3/4^C ' Sr&1�v 4^Fo-1 II 2"V t_ n 4 Ij CONVEYOR-DUAL BELT PIT DETAIL! I I NOT TO SCALE 3N�11 2'V I I I _ �/� II V/ Z II II SOLID TRENCH COVER � O Il\314 CONTINUOUS.By TOMMY W 0 CONDUIT RACK BY TOMMY z CONT STAINLESS STEEL VI = 'WRS �! L1112x111DS WI � a Q 3NV q-S^ 318x3"STUDS @ 18"OC � 41 SLOPE DOWN POD TRENCH WIDTH SLOPE DOWN N \/ 4 "W 1-1/2N TOWARD PIT—� AWAY FROM PIT—9 u U J Z W = W LU PIPE TO DW141 RO E UP UNDER P. � 1"C AC GE,NEXT ro Q NIT "to " LOW x to LLI O U -ROUTE BOTTOM OD TRENCH TWASTE RENCH � POINT a, V C w .W\ FROM BOTTOM OF POD TRENCH AND " �- c Z DISCHARGE INTO THE CONVEYOR - 0 LL TRENCH " O U Z S"PVC DRAIN TO CONVEYOR TRENCH \ COORDINATE WI PLUMBING DWGS \ Y MMY --SLOPE @ 118-IFT(3)6"WATER C4Rw4SHSMM RECLAIM WASTE PIPES FROM POD TRENCH PIT DETAIL-LOW POINT QUOTE:15334 BOTTOM(LOW POINTS)OF CONVEYOR TRENCH OUT TO 2 1 1/2"=V-o" VERSION NUMBER: RECLAIM INTERCEPTORS.INSTALL 04 CONTINUOUS PIPE,NO FITTINGS `O \ �--4'WFtS ��SyY01U1s�o��y`0F 4 9 14774 O may. �O t4 9 OF 10P�Q. ro 4IZDIR \ M 4"VTR MAT WASHER,ROUTE 3" I I WASTE BURIED IN SLAB TO WASH TRENCH.DISCHARGE .0 AT TRENCH WALL V ABOVE ffthis •,� AC 1A �� TRENCH FLOOR. —1m,trcum.mast.od ia,.i,.eemadigirel T o ,than anic format end is racamad tram sad a, the d Nan Ne eaaengat,ortsional idul,ng In "AAV the dacumanl,You mus 9 1-1Q"GAS i 1 U2N IIP gmrasamnel in wining m valid to of .nal disci m \ �I qqV me Beal end aignamra and ahall nm be liable for IG 1- II / any uamiity aawc aced Bath it Asia Na aiacleima 4 2•Hc'�1 � "� II // authenticity o(any digital or electronic seal or •I I // signature has not been validated in this manner. n (51cw ISSUANCES EXPANSION TANK < fSr4'C' F 1112V // FURNISHED BY� T �,V`•• II 10103101 Construction IIl // 1N0312018 a VENDOR-- 6 GAS SERVICE REVISIONS BALL VALVE, 3.Vy BASIN NO. DATE DESCRIPTION y II M�yV 1.12"W C D �^p� DIRT LEG � 1f11/2N II -1� SITE ? UNION II STORM 11/4^N 2"W -4"W 3 rV s MGR S MARKS OWN BY JKR q 39'1�<�/ FILE NO 81310056 4 CONNECT TO RAINNAI TANKLESS RACK SYSTEM(TRS)MANIFOLDS d (1-1/2"G,2"CW,2"HW) � �� r� SANITARY SCHEMATIC WATER HEATER PIPING DETAILW/CONCENTRIC VENT J NOT ToscALE PLUMBING SCHEMATICS NOT TO SCALE 4 AND DETAILS P301 I I I I I ABBREVIATIONS-HVAC RECTANGULAR MECHANICAL SYMBOLS MECHANICAL GENERAL NOTES MAIN DUCT Ip FLAT OVAL DUCT P PUMP T 1. COMPLY WITH ALL APPLICABLE LOCAL,STATE ANDIOR REGULATORY AGENCIES, FC FLEXIBLE CONNECTION PC PUMPED CONDENSATE FLOW �� ,_®SD# SUPPLY DIFFUSER SD#,###CFM CODES AND REGULATIONS FOR NEW WORK. FCU FAN COIL UNIT ### ARROWS INDICATE DIRECTION OF THROW 2. DO NOT INSTALL EQUIPMENT,PIPING OR DUCTWORK OVER ANY ELECTRICAL m AC AIR COMPRESSER PCR PUMPED CONDENSATE RETURN a EQUIPMENT OR COMMUNICATION ROOMS. FD FIRE DAMPER z SD# ACL ACOUSTICALLY LINED PD PRESSURE DROP PIPE ® SUPPLY DIFFUSER(4-WAY) 3. DO NOT RUN ANY PIPING OR DUCTWORK INTO THE ELECTRICAL ROOM UNLESS d FDS FUSED DISCONNECT SWITCH ### ACU AIR CONDITIONING UNIT PH PHASE INSTALDEDICA MECHAED TO NICALERVE EQUIPMENHAT T CID $ FM FORCEMAIN 4. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND AD ACCESS DOOR PRV PRESSURE REDUCING VALVE RECTANGULAR TO RG# RETURN OR EXHAUST REGISTER FPM FEET PER MINUTE INSULATION REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS.AS MUCH AS ADA AMERICANS WITH DISABILITIES ACT FT FIN TUBE PRV POWER ROOF VENTILATOR ROUND TRANSITION ### TYPE'RG#'###CFM PRACTICAL,CONNECT EQUIPMENT FOR EASE OF DISCONNECTING,WITH TAKE-OFF MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. A _AFS AIR FLOW SWITCH PSIG POUNDS PER SQUARE INCH GAUGE FIRE STOP CAULK AIRFOIL SHAPED EXHAUST REGISTER W ro AHU AIR HANDLING UNIT G GAS BALANCING DAMPER wl TURNING VANES ® TYPE'EG#'ipAU CFM 5. LOCATE THERMOSTATITEMPERATURE SENSORS 48"ABOVE FINISHED FLOOR OR a AP ACCESS PANEL R RISER LOCKING QUADRANT AS NOTED ON THE PLANS. GEN GENERATOR 6. WORK IDENTIFIED WITH MECHANICAL AND ELECTRICAL NOTES AND KEY NOTES a APO MR PRESSURE DROP RA RETURN AIR 1� SLEEVE #a# SIDEWALL SUPPLY,RETURN,OR EXHAUST REGISTER GPM GALLONS PER HOUR SHALL BE PERFORMED BY QUALIFIED MECHANICAL AND ELECTRICAL L) APPROX APPROXIMATE RAF RETURN AIR FAN TAKE-OFF-RECTANGULAR MAIN MITERED ELBOW-RECTANGULAR ### TYPE###,###CFM �� Z GPM GALLONS PER MINUTE CONTRACTORS RESPECTIVELY WITH OWNERS REPRESENTATIVE T THE CONSTRUCTION AQSTAT AQUA STAT RC RE-HEAT COIL ROUND BRANCH MANAGER.COORDINATE WITH OWNER'S REPRESENTATIVE OR CONSTRUCTION w GV GATE VALVE RCP RADIANT CEILING PANEL SUPPLY DUCT UP z MANAGER. B BOILER RG RETURN AIR GRILLE FLOOR -� SUPPLY DUCT DOWN 7. INSTALL SMOKE DETECTOR IN DUCTWORK AS SHOWN ON THE DRAWINGS AND IN n Z HC HEATING COIL V BDD BACIOJRAFT DAMPER RP RADIANT PANEL w HG REFRIGERATION HOT GASACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. BHP BREAK HORSEPOWER RPBP REDUCED PRESSURE BACKFLOW8. VERIFY ALL CONDITIONS IN FIELD BEFORE START OF CONSTRUCTION.NOTIFY ,e R=1.5`W R-1.5tW RETURN DUCT UP w HP HORSEPOWER ARCHITECT/ENGINER OF DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL 9 SMS BUILDING MANAGEMENT SYSTEM PR EVENTER FIRE STOPPING FIELD CONDITIONS. '^ KS HOUSEKEEPING PAD RPM REVOLUTIONS PER MINUTE RETURN DUCT DOWN O BP BACKFLOW PREVENTER 9. COORDINATE WORK WITH OTHER TRADES AND WITH THE CONSTRUCTION HUG HEATING RR RETURN AIR REGISTER MANAGER. C CONVECTOR HTP HEAT PUMP RTU ROOFTOP UNIT BALANCING DAMPER 7-0"MIN W � EXHAUST DUCT UP 10. COORDINATE ANY REQUIRED SHUTDOWN OF SERVICES OR EQUIPMENT WITH U 0 CAB CABINET Hn2 HEATER RV RELIEF VENT AS SHOWN ON PLANS. IF SINGLE BLADE � EXHAUST DUCT DOWN OWNER'S REPRESENTATIVE OR CONSTRUCTION MANAGER,MINIMIZE HUM HUMIDIFIER DAMPER INTERRUPTION OF EXISTING SERVICES. z CAP CAPACITY HW HOT WATER S REFRIGERATION SUCTION TEES RECTANGULAR 3 11. PROVIDE ALL MISCELLANEOUS STEEL AND ITEMS REQUIRED FOR THE PROPER O 2 a CC COOLING COIL �DIUSEO ELBOWS-RECTANGULAR-RECTANGULAR oP SUPPLY AIR BRANCH CONNECTION INSTALLATION OF ALL PIPE,SHEET METAL AND EQUIPMENT. w HX HEAT EXCHANGER SA SUPPLYAIR I aN WITH VOLUME DAMPER CD CONDENSATE DRAIN 12. COORDINATE FLOOR,WALL 8 ROOF PENETRATIONS ETC.WITH ARCHITECTURAL HZ HERB CF CEILING FAN SAP SUPPLY AIR FAN TYPICAL PIPE FLOOR PENTRATION DETAIL LOW PRESSURE RETANGULAR DUCT FITTINGS ` TRADES. a CF CUBIC FOOT SO SUPPLYAIR DIFFUSER 13. FIRESTOP SHALL BE PROVIDED IN HOLES AND PENETRATIONS IN RATED INS INSULATE,INSULATION NOT TO SCALE NOT TO SCALE ; CFH CUBIC FEET PER HOUR IR INFRARED SG SUPPLYAIRGRILLE oI �-TITf-� RETURN AIREXHAUST AIR BRANCH CONNECTION ASSEMBLIES. a m CFM CUBIC FEET PER MINUTE SG SPECIFIC GRAVITY WITH VOLUME DAMPER CH CABINET HEATER KyAR KILOVOLT-AMPERES REACTIVE SK SINK < LT1 SHEETMETAL NOTES CLR CLEAR,CLEARANCE SR SUPPLY AIR REGISTER HORIZONTAL FIRE DAMPER 1100 COMP COMPARTMENT STL STEEL COND CONDENSATE L REFRIGERATION LIQUID STOR STORAGE ,_y., 1. THE INSTALLATION OF ALL DUCTWORK SHALL BE CLOSELY COORDINATED WITH NEW t COORD COORDINATE LAT LEAVING AIR TEMPERATURE L/ VERTICAL FIRE DAMPER PLUMBING,ELECTRICAL,AND STRUCTURAL CONDITIONS.NOT ALL REQUIRED O LVR LOUVER - < 1 OFFSETS AND FITTINGS ARE INDICATED ON DRAWINGS,BUT SHALL BE PROVIDED. ^. CP CIRCULATING PUMP TERM TERMINAL LOUT LEAVING WATER TEMPERATURE TF TRANSFER FAN FS REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CLEARANCES.ALTERNATE CU COPPER COMBINATION FIRE/SMOKE HORIZONTAL FIRE DAMPER DUCT ROUTING SHALL BE APPROVED BY ARCHITECTIENGINEERBETORE GV CONTROL VALVE MA MIXED AIR TG TRANSFER AIR GRILLE FIRE STOP CAULK- FS PROCEEDING IN ORDER TO ENSURE THAT THE AVAILABLE STATIC PRESSURE THERM 1D0 CUBIC FEET OF NATURAL GAS COMBINATION FIREISMOKE VERTICAL FIRE DAMPER REMAINS ADEQUATE.DUCTWORK LOCATION SHALL TAKE PRECEDENCE OVER HVAC AND FIRE PROTECTION PIPING AND ELECTRICAL CONDUIT AND CABLE TRAY. DB DRY BULB MAV MANUAL AIR VENT TOC TOP OF CURB INSULATION MAX MAXIMUM TSE TOP OF STEEL ELEVATION 2. REFER TO DUCT TAKEOFF DETAILS.SPIN-IN TYPE WITH SCOOPS SHALL NOT BE DDC DIRECT DIGITAL CONTROLS 90T 1ST Y-FITTING /A O MB MOP BASIN TU TERMINAL UNIT PIPE �� ACCEPTED.A MINIMUM OF 2 FEET SHALL BE PROVIDED BETWEEN RUNOUT V OIFF DIFFUSER MBH THOUSAND BRITISH THERMAL UNIT I"�I 1 SOUND ATTENUATOR TAKEOFFS FROM TRUNK DUCTS. F_ DISC DISCONNECT 3, THERMOSTAT AND SENSORS LOCATIONS WITHIN DUCTWORK SHALL BE VERIFIED UU DPR DAMPER MCA MINIMUM CIRCUIT AMPS UH UNIT HEATER A WITH ARCHITECT/ENGINEER BEFORE ROUGH-IN. z MD MOTORIZED DAMPER,MOTION - - 4. RUNOUT BALANCING DAMPERS SHALL BE MOUNTED AS CLOSE TO MAIN DUCT AS U _ EA EXHAUST AIR DETECTOR 1-®-i PUMP(SCHEMATIC) POSSIBLE. 2 A Q MOP MAXIMUM OVERCURRENT PROTECTION V VOLTS 5. DUCTWORK LAYOUT HAS BEEN DESIGNED TO ABSORB NOISE.ALL FITTINGS SHALL LU �..L� E3.1 08 ENTERING DRY BULB VAV VARIABLE AIR VOLUME BE PROVIDED AS INDICATED. EF EXHAUST FAN VCD VOLUME CONTROL DAMPER MECHANICAL EQUIPMENT(EXAMPLE ACV-##) 6. TERMINAL UNITS SHALL BE MOUNTED TO NOT IMPAIR ACCESS TO FILTERS,COILS N NC NORMALLY CLOSED #pp,p Q EG EXHAUST AIR GRILLE VFD VARIABLE FREQUENCY DRIVE -� � SEE SCHEDULE FOR ADDITIONAL AND CONTROLS. NF NONFUSED SLEEVE- Fs EHC ELECTRIC HEATING COIL NFDS NONFUSED DISCONNECT SWITCH VOL VOLUME 7. WATERTIGHT CONCRETE CURBS SHALL BE PROVIDED AROUND ELEVATED FLOOR >_ EIH ELECTRIC INFARED HEATER SLAB PENETRATIONS. = W NG NATURAL GAS WB WET BULB FIRE STOPPING I FT-ff# FINNED TUBE RADIATION B. DUCTWORK AND ASSOCIATED COMPONENTS SHALL CLEAR DOORS AND WINDOWS. NCn EM EMERGENCY NO NORMALLY OPEN j D NOTES, (SEE DETAIL AND SCHEDULE) 9. UNLESS OTHERWISE NOTED,ALL DUCTWORK ABOVE CEILING OR EXPOSED IS a cv�j ENT ENTERING WFITR WATER HEATER 1. REFER TO SPECIFICATIONS FOR T� c� RC ENERGY RECOVERY COIL LINING REQUIREMENTS. OVERHEAD AND AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE STRUCTURE, OA OUTSIDE AIR -0❑ ESP EXTERNAL STATIC PRESSURE CIHD OVERHEAD DOOR XFER TRANSFER WALL 4NB0T 2. REFER TO SPECIFICATIONS FOR CUH41 WITHSPACEFORCALEQUI INSULATION WHERE ET EXPANSION TANK 10. LOCATE MECHANICAL EQUIPMENT SUCH THAT THERE IS UNOBSTRUCTED ACCESS V - DOUBLE WALL CONSTRUCTION CABINET UNIT HEATER NPE'CUH-#' TO UNIT ACCESS PANELS,CONTROLS AND VALVING. Q W OPG OPENING 11. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS CONNECTED TO W J EWB ENTERINGWETBULB ORD OVERFLOW ROOF DRAIN Z MECHANICAL EQUIPMENT THAT REQUIRE VIBRATION ISOLATION.FLEXIBLE EWT ENTERING WATER TEMPERATURE OV OUTLET VELOCIN CCat CONVECTOR,NPE'C-#' CONNECTIONS SHALL BE PROVIDED AT THE POINT OF CONNECTION T(THE x LL TYPICAL PIPE WALL PENTRATION DETAIL SPIRAL DUCT FITTINGS O O EXH EXHAUST EQUIPMENT UNLESS OTHERWISE NOTED. U Z NOT TO SCALE NOT TO SCALE 12. DUCTWORK SIZES ARE INSIDE CLEAR DIMENSIONS. 0 ■ 13. ALL ELBOWS IN DUCTWORK SHALL BE RADIUS ELBOWS UNLESS OTHERWISE NOTED. r RADIUS ELBOWS SHALL HAVE CENTERLINE RADIUS OF CURVATURE 1.5 TIMES THE SHEETMETAL SYMBOLOGY DUCT DIAMETER OR WIDTH IN THE PLANE OF TURN.WHERE SQUARE ELBOWS ARE �� SHOWN,INSTALL TURNING VANES. u v ® SUPPLY AIR 14. DUCTS UNLESS NOTEDCTED TO OTHERWISE.IPMENT SHALL EQUAL EQUIPMENT CONNECTION SIZE Ivim' SUPPORT FROM HDS HOT DECK SUPPLY AIR 15. MAXIMUM LENGTH ON FLEXIBLE DUCT SHALL BE 5'-0",UNLESS OTHERWISE NOTED CARH015HSY57EMS FLEX ALL THREAD STRUCTURE ABOVE ® ON DETAILS OR SPECIFICATION. QUOTE:15334 EXHAUST FAN WITH BIRO CONNECTION ROD,TYP. 16. REFERTO ARCH REFLECTED CEILING PLANS FOR EXACT DIFFUSER LOCATIONS IN CDS COLD DECK SUPPLY AIR AREAS WITHACEILING. VERSION NUMBER: SCREEN SUPPLIED AND WITH COPPER INSTALLED BY JUMPER BACKDRAFT DAMPER ® RETURN AIR04 MECHANICAL '� CONTRACTOR FLEX CONNECTOR THREADED HANGER FAN 41 MAXIMUM ID y� EA EXHAUST AIR - `� ON OUTLET RODS EX g AIRFLOW / �� �HOUSING _ BETWEEN STRAPS y, LHEA LAB HOOD EXHAUST AIR 4SFS5\ONAL ENSfar'yy BY FAN FT / DAMPER PROVIDED t o / II E III II y� GL{EA GENERAL LAB HOOD EXHAUST AIR MANUFACTURER ���1 I 114774 TRANSITION \ E3 �� ® OUTSIDE AIR �0 A T -- CURB(SEE ARCH.) TO REL RELIEF AIR 04�OFQ �P } DUCTWORK- CEILING BACKDRAFT DAMPER / MIXED AIR f(f m ROOF RUBBER-INSHEAR L ISOLATOR(TYP.OF 4) RUBBER-IN- STRAPHANGER TRAPEZE HANGER ROOF DECK NOTES, SHEAR ISOLATOR 1.PROVIDE LOCAL POWER DISCONNECT PERFORATED METAL (TYP.OF 4) 2.PROVIDE THIN LINE LOUVER WITH GRILLE WITH f mis dccumant is sealed eM signed in a digital FLANGE FRAME BETWEEN CABINET FAN EXTRUDEDALUMINUM _I chronic former and,,received frommmaone 3"z3"z1le ANGLES ALL AND GRILLE AS REQUIRED. FRAME NOTE: omer man th saeling prolown al identir d in z SIDES BY MECH POP RIVETS ARE NOT ALLOWED,USE SELF-TAPPING the document,you must contact the sealing 5: CONTR.SPAN BETWEEN SHEETMETAL SCREWS ONLY(TYP) p,N,slanal in writing to seiidete auth,,Udty of JOISTS the document.me sealing professional disclaims CEILING MOUNTED EXHAUST FAN DETAIL me eaal and slgnamm and,hall not be liable for $ EXHAUST FAN DETAIL DUCTWORK SUPPORT DETAIL any ie ty-la NOT TO SCALE NOT TO SCALE NOT TO SCALE ,gla roi tad wlm Uwhem me eNn,ture"of any tlien orelectronice muar 1 has not been velidemtl in this manner. c� TAKE-OFF Permit BALANCING DAMPER PHASING Permit and Consthucgon (SEE PLANS AND 10/03/2018 a SPECIFICATION FOR w 5 ZDRAWBMDS , ATION) EXISTING-TO REMAIN REVISIONS yk _ 4 J 0--------o EXISTING-FOR DEMOLITION DRIP EDGE AND ,- BIRD SCREEN LL 3 c� R NO. DATE DESCRIPTION g o r m J F_ 3 USER(TYPICAL) a--- o EXTENT OF DEMOLITION w � IL POINT OF CONNECTION BETWEEN PROPOSED AND EXISTING COUNTER FLASHING JLau; ID ELBOWAIRFLOW MAXIMUM TE ROOF CURB MGR S.MARKS GTH=5'-0" FIFILE NO 8131056 MECHANICAL SHEET INDEX NUMBER DESCRIPTION GID ELBOW MENEM M001 GENERAL MECHANICAL INFORMATION MH101 OVERALL FIRST FLOOR HVAC PLAN MISC.STEELANGLE m smemo FUSER MH2O1 ENLARGED HVACPLANS SUPPORT BY MECHANICAL FIN FLOOR b 4 PIC4L) MH801 MECHANICAL SCHEDULES GENERAL CONTRACTOR Grand total:4 m� - CEILING MECHANICAL 2�n c TYPICAL GOOSENECK INTAKE DETAIL TYPICAL MOUNTING HEIGHT MECHANICAL EQUIPMENT TYPICAL DUCT TAKE-OFF DETAIL INFORMATION $ NOT TO SCALE NOT TO SCALE NOT TO SCALE M001 1 I I J s I I I I MECHANICAL KEYNOTES �4 �3 12 1 (10 ) 1 0 1. FABRIC DUCT BASED ON DUCTSOX SEDONA-XM WITH SUPPLY ORIFICES ANGLED _� ---- - TO WASH WINDOW AND WASH BAY.ALIGN CENTER OF DUCTWORK WITH TOP m n --- _ • WINDOW MULLION(APPROXIMATELY 12'-0'AFF.COLOR TO BE WHITE UNLESS ^ _ T W q l »e DIRECTED OTHERWISE. FABRIC AIR IS APPROVED EQUAL. \_ I - EDUII NTPLATFORM I �I 2. NOT USED. T 0205 . _ V 3. SPLIT SYSTEM CEILING MOUNT AIR CONDITIONING UNIT SERVING LOWER LEVEL OF LINESETS TO CCU-1 ON ROOF.ROUTE LINESETS THROUGH A. W PROVED SEAL SH APOCK-OU ROOF CURB MOUNT UNIT. TIGHT AIR INTAKE TO ROUTE DUCT TO KNOCK-0UT OF CEILING MOUNT UNIT FRESH AIR INTAKE TO ROUTE UP THRU THE e LJ ROOF TO RAIN CAP INLET MOUNTED 24"ABOVE THE ROOF.PROVIDE SHORT CONE r FLASHING PROVIDE 4"FRESH AIR DUCT TO KNOCK OUT OF CEILING MOUNT UNIT. a FRESH AIR INTAKE TO ROUTE UP THRU THE ROOF AND TERMINATE WITH GOOSE c7 I NECK 30"ABOVE ROOF.REFER TO DETAIL ON SHEE MDOI. z _ ^ a 1.7 _ w ,n 4. NOT USED. w `" Z N C) v 5. EXHAUST AIR GRILLE MOUNTED IN TOILET ROOM CEILING.ROUTE 6"z67EA DUCT UP w TO EF-1 VIA PROVIDED CHASE. w FABRId DUCT TO BE PROVIDED ,v_ WITH TWO THROW PATTERNS. 6. SPLIT SYSTEM CEILING MOUNT AIR CONDITIONING UNIT SERVING UPPER LEVEL OF U BOTH AT 15'BELOW HORIZONTAL TOWER A.ROUTE LINESETS TO CU-1 ON ROOF(TWO CIRCUIT CONDENSER).ROUTE IL w a PLANE,'ONE DIRECTED INTO WASH LINESETS THROUGH APPROVED ROOF CURB,SEAL WATERTIGHT.PROVIDE 4^ F' m B,] - - - ----- --• �'.--- - ---- - - - - -- -- - BAY AND ONE TOWARD WNDOWS - - - - • - • FRESH AIR DUCT TO KNOCK-OUT OF CEILING MOUNT UNIT.FRESH AIR INTAKE TO ���\• c7 ROUTE UP THRU THE ROOF AND TERMINATE WITH GOOSE NECK 30"ABOVE ROOF. �+ 4 z REFER TO DETAIL ON SHEE M001. O _ • r . FABRIC DUCT ROUTED • • 7. MULTI-ZONE CONDENSING UNIT MOUNTED ON TOWER-A ROOF. I.. L C''1 - 8. ROOF MOUNTED EXHAUST FAN TO SERVE TOWER-A TOILET ROOM.PROVIDE WITH A ONG'OUTSIDE WALL � � I I L ALIGNED WITH WALL I 13.5"CURB.REFER TO DETAIL ON SHEET M001. EQUIPMENT PLATFORM 18•e� LOUVERS TO ELIMINATE OPEN a m ® VISIBILITY FROM EXTERIOR 20 9. UNIT HEATER TO SERVE WASH BAY.UNIT TO MOUNT OFF WALL STRUCTURE. MH=12't6"AFF I ® I MOUNT HEATER SO UNIT DISCHARGE IS LEVEL WITH CENTERLINE OF FABRIC I DUCTWORK.PROVIDE GAS LINE WITH GAS COCK AND DIRT LEG.PROVIDE 6" - - - 4 CONTROL B-G ERMMSUSTITAT TO BE MOUNTED TO NEARTHEODOOR ACCESS SINT UNIT 00 _ _ - I MH2O1 MOUNTOTHERM STAT IN PROTECTIVE COVER AT 48"AFF.RACCESS INTO TOWER A. 10. UNIT HEATER TO SERVE WASH BAY.ROUTE VENT AND INTAKE TO ROOF AND O s is TERM INTE WITH COMBINATION VENTANITAKE KIT.BOTTOM OF UNIT HEATER SHALL N BE MOUNTED V-10^A.F.F • • - . . . - L, I ! I 11. TOILET ROOM CEILING EXHAUST FAN MOUNTED IN THE CEILING OF THE CUSTOMER • • TO LET ROOM.FAN FURNISHED WITH BACKDRAFT DAMPER AND WHITE PLASTIC V 5 - . • . . GRILLE.THE FAN SHALL BE CONNECTED TO LIGHTING OCCUPANCY SENSOR, O DESIGNED TO RUN WHILE THE ROOM IS OCCUPIED.FURNISH FAN WITH FAN SPEED CONTROLLER.ROUTE 6^EA DUCT TO ROOF.CAP WITH RAIN HOOD.COORDINATE MH2O1 INSTALLATION WITH EC AND GC. W (7 (\ Z F _ 12. SPLIT SYSTEM AIR HEAT PUMP SYSTEM TO PROVIDE AIR CONDITIONING AND N 2 -- HEATING FOR DRY BACK ROOM.MOUNT INDOOR AIR HANDLING UNIT ON WALL AT 2 Q MEZZANINE LEEL.MOUNT OUTDOOR CONDENSING UNIT ON CONCRETE PADLu WHERE SHOW.ROUTE LINE SETS INTO BACK DRY ROOM AND UP TO INDOOR UNIT. COORDINATE INSTALLATION WITH E.C. 0 13. INLINE,CEILING-HUNG EXHAUST FAN SHALL BE INSTALLED WITH COOK RC-75 N RUBBER-IN-SHEAR ISOLATORS.PROVIDE WITH NEMA i STD.DISCONNECT.PROVIDE = W WITH GREENHECKMODEL GRSRCURB CAP AND CURB.PROVIDE WITH GRAVITYN Qo BACKDRAFT DAMPER,DAMPER TRAY IN CURB,AND BIRD SCREEN AT INLET.FAN Q SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. U 4 5 LL 0 14. ELECTRIC RADIANT CEILING PANEL.UNIT SHALL BE BERKO MODEL F2424 SURFACE Q ` O MOON"RADIANT HEATING PANEL.PROVIDE WITH BERKO MODEL SF2424 SURFACE MOUNTING FRAME AND WALL MOUNT THERMOSTAT. } C Z J 20 x;L O UZ H w 3.2 1.8 OHVAC MEZZANINE PLAN �� ve^=r-o^ QUOTE: VERSION NUMBER: 04 -�Sg\ONAL fpGX Q�pF y`;ENS FQ yFF9 3 MHzot It 15 14 1 11( 1 J ° ° J Q5 ° O ° �NT 14774�o oyq�co p NON E TbIL I ital I. . . Il-lethis document sing professional signed!in ed in w O •.-- _ th,"do eonict,yo,and once ft / aNar than the sealing profess IBenefi d Nec-onant you must wnUdN kg h UNIT HEATER UH-2 pmteasa wnhngt aiat N eMf the sal an 1.Th r profs al ducla ms THERMOSTAT ' & ° - MOUNT ON INSULATED p -_ :n aeala d g a in shall not beliable for BLOCK 48'AFF 11 -__ -_..._. anylablty 'tad Niwfiere the - apNea h t yaleNI aledinnthaealor I WASH I DRYING AREA I srenawre has not been validated in the manner. e (BAY) -I7_1071- - - - -- - - - - - - - - - - - - - ---- _ .. ISSUANCES w k CENTERLINE - UNIT HEATER UH•1 Permit and Constmction WASH BAY THERMOSTAT *0312018 B.7 A1 1134 - - - - - - - - L REVISIONS 1 N0. DATE DESCRIPTION I ca -- • I I I ws i I w� DRY BACKROOM • WA SHE UIPMENT' I FLIGHT DECK is I 106 I 105 101 8 AIR I____ __- I 03 CU•2 � � • I • MGR S.MARKS 3 JKR - - - - . DFILE NO 81310056 R > MH2O1 6 — _ . _ . _ . _ . _ . _ . J EMPlO E TOILET` � 3.2 1.8 1 2 OVERALL FIRST FLOOR HVAC w FIRST FLOOR HVAC PLAN PLAN a 0 I 118"=1'-0" M H 101 I I I 14 I MECHANICAL KEYNOTES 16 15 13 1� 1s 1a 13 0 Q 11 6"0 EA UP 6'DIA.INLET AND OUTLET 1. FABRIC DUCT BASED ON DUCTSOX SEDONA-XM WITH SUPPLY ORIFICES ANGLED THROUGH ROOF VENTS,ROUTE UNDER STAIRS 610 EA U TO WASH WINDOW AND WASH BAY.ALIGN CENTER OF DUCTWORK WITH TOP E4:Z AND TO ROOF.TERMINATE 24" Fff EM WINDOW MULLION(APPROXIMATELY 12'-0"AFF.COLOR TO BE WHITE UNLESS ^ _ T00 CFM ABOVE ROOF DECK WITH INSTALL ISrl IN CUSTOMER DIRECTED OTHERWISE. FABRIC AIR IS APPROVED EQUAL. W y 22'x10' COMBINATION VENT-INTAKE KIT. TOILET ROOM WALL. 2. NOT USED. T fr 4� "oEA BOTTOM OF GRILLE SHALL V BE A 1'-0"A.F.F.MINIMUM.- - -- - - - A --- - - — -- 3. SPLIT SYSTEM CEILING MOUNT AIR CONDITIONING UNIT SERVING LOWER LEVEL OF EO IPMENTPLATFORM O STORAGE TOWER A.ROUTE LINESETS TO CU-1 ON ROOF.ROUTE LINESETS THROUGH 205 I R APPROVED ROOF CURB,SEAL WATER TIGHT.PROVIDE 4'FRESH AIR DUCT TO I144 KNOCK-OUT OF CEILING MOUNT UNIT.FRESH AIR INTAKE TO ROUTE UP THRU THE ROOF TO RAIN CAP INLET MOUNTED 24"ABOVE THE ROOF.PROVIDE SHORT CONE T T DUCT SLEEVE Il1�S ip FLASHING.PROVIDE 4"FRESH AIR DUCT TO KNOCK-OUT OF CEILING MOUNT UNIT. > a TO TERMINATE 24' FRESH AIR INTAKE TO ROUTE UP THRU THE ROOF AND TERMINATE WITH GOOSE Ci e BELOW ROOF DECK TRANSITION FROM U •� z • 13 NECK 30"ABOVE ROOF.REFER TO DETAIL ON SHEE M001. - CONNECTION TO 3606 SA DUCT - z CUST MO NOT USED. ER TOIL 4. 012'k1 ® J 109 5. EXHAUST AIR GRILLE MOUNTED IN TOILET ROOM CEILING.ROUTE B'z6"EA DUCT UP z TO EF-1 VIA PROVIDED CHASE. /1 --- . a bass T 6. SPLIT SYSTEM CEILING MOUNT AIR CONDITIONING UNIT SERVING UPPER LEVEL OF INTAKE HOOD WITH GRAVITY DUCT MOUNTED MOUNT PROGRAMMABLE TOWER A.ROUTE LINESETS TO CU-1 ON ROOF(TWO CIRCUIT CONDENSER).ROUTE WW BACKDRAFT DAMPER TO TEMPERATURE SENS T-STAT AT 48"AFF ECH-1 LINESETS THROUGH APPROVED ROOF CURB,SEAL WATER TIGHT.PROVIDE 4' t 2 MINIMUM. FRESH AIR DUCT TO KNOCK-OUT OF CEILING MOUNT UNIT.FRESH AIR INTAKE TO U � PROVIDE FRESH AIR WHEN EF-2 IN RETURN AIR PLEN \\\ U IS ENERGIZED,MOUNT ON 13.5 SG-1,SUPPLY GRILLE ROUTE UP THRU THE ROOF AND TERMINATE WITH GOOSE NECK 30"ABOVE ROOF. < W TALL ROOF CURB RETURN GRILL IS MOUNT TOP V-0"AFF DRYIN AREA REFER TO DETAIL ON SHEE M001. O m NOT DUCTED,OPEN -RG-1,RETURN GRILLE 7. MULTI TO STORAGE- -ZONE CONDENSING UNIT MOUNTED ON TOWER-A ROOF. 1 rn a FROM DRYING AREA (MOUNT BOTTOM 12"ABOVE FLOOR -- 8. ROOF MOUNTED EXHAUST FAN TO SERVE TOWER-A TOILET ROOM.PROVIDE WITH o 13.5,CURB.REFER TO DETAIL ON SHEET M001. K m a C ENLARGED TOWER B MEZZANINE HVAC PLAN 9. UNIT HEATER TO SERVE WASH BAY.UNIT TO MOUNT OFF WALL STRUCTURE. V MH101 114"=1'-0" ENLARGED TOWER B HVAC FLOOR PLAN MOUNT HEATER SO UNIT DISCHARGE IS LEVEL WITH CENTERLINE OF FABRIC MH101 V4"=1'-0" DUCTWORK.PROVIDE GAS LINE WITH GAS COCK AND DIRT LEG.PROVIDE 6" DIAMETER B-VENT COMBUSTION VENT ROUTED TO THE OUTSIDE WALL.UNIT CONTROLLING THERMOSTAT TO BE MOUNTED NEAR DOOR ACCESS INTO TOWER A. co MOUNT THERMOSTAT IN PROTECTIVE COVER AT 48"AFF. 10. UNIT HEATER TO SERVE WASH BAY.ROUTE VENT AND INTAKE TO ROOF AND TERMINTE WITH COMBINATION VENT-INTAKE KIT.BOTTOM OF UNIT HEATER SHALL BE MOUNTED 6'-10"A.F.F 101- 15 (14"' 13 12 15 14 C3� 12 11. TOILET ROOM CEILING EXHAUST FAN MOUNTED IN THE CEILING OF THE CUSTOMER TOILET ROOM.FAN FURNISHED WITH BACKDRAFT DAMPER AND WHITE PLASTIC GRILLE.THE FAN SHALL BE CONNECTED TO LIGHTING OCCUPANCY SENSOR,r r DESIGNED TO RUN WHILE THE ROOM IS OCCUPIED.FURNISH FAN WITH FAN SPEED v'^ / ZO CCCONTROLLER.ROUTE 6"EA DUCT TO ROOF.CAP WITH RAIN HOOD.COORDINATE INSTALLATION WITH EC AND GC. Z PROVIDE SHEET METAL 12. SPLIT SYSTEM AIR HEAT PUMP SYSTEM TO PROVIDE AIR CONDITIONING AND N 2 TRANSITION FROM UH HEATING FOR DRY BACK ROOM.MOUNT INDOOR AIR HANDLING UNIT ON WALL AT 1 1 TO ROUND DUCT ! MEZZANINE LEVEL.MOUNT OUTDOOR CONDENSING UNIT ON CONCRETE PAD UV Q 12 CU-2 WHERE SHOW.ROUTE LINE SETS INTO BACK DRY ROOM AND UP TO INDOOR UNIT. ! COORDINATE INSTALLATION WITH E.C. N O 13, INLINE,CEILING HUNG EXHAUST FAN SHALL BE INSTALLED WITH COOK RC 75 N U.1 } III III RUBBER-IN-SHEAR ISOLATORS.PROVIDE WITH NEMA 1 SM.DISCONNECT.PROVIDE _ W WITH GREENHECK MODEL GRSR CURB CAP AND CURB.PROVIDE WITH GRAVITY N Q Q 1 - 18"mSA DRY BACKROOM BACKDRAFT DAMPER,DAMPER TRAY IN CURB,AND BIRD SCREEN AT INLET.FAN Q =m ipg SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. U CD 14. ELECTRIC RADIANT CEILING PANEL UNIT SHALL BE BERKO MODEL CP501F 50OW Q ` O 24"x24"RA Q DIANT HEATING PANEL PROVIDE WITH BERKO MODEL QSF2424 SURFACE V G 'J MOUNTING FRAME AND WALL MOUNT THERMOSTAT. W c D. �L `O` L) UU 6"0 8-VENT,ROUTE UP TO ZI TRANSITION TO 0 14'-6"AFF THEN TO SIDEWALL. FABIRC DU C /�TERMINATENSECT ITH REAIIN CAPN. 12 O LABEF ROUTED ANDCAR WASHSYSiEMS QUOTE:15334 VERSION NUMBER: ENLARGED EQUIPMENT PLATFORM 204 MEZZANINE 04 5 HVAC PLAN ENLARGED MECHANICAL ROOM HVAC PLAN MH101 114"=1'4P MH101CNAL fN 1ki74 4 CJJ 2 Q C3� z 1 �e i aEN�`Q�I L - r�/NI jAIC If his d.cu—t is sualed n e tel lectronic rormel e ce nd Is reived o tmm,mne ao other than the sealing professional identiflad n or e the document,you must cooled @,,,,,ling 7�7II II �I II II II II 1 professional in oa ing to velldato authenticity of 8 the document.The sealing professional disclaims �1❑ N R I 1 II 11 II II ON ROOF ON ROOF II II II II me creel ena,lgnm,n,en,e not,lu r II any nobody aeanyd v1or IIwherethe g� I eamanucllr,l any dgltel or eleco-onlc seal or H LINES OR AC-1 B I I I I I I I I I I AIR signewre has not heen validated in mis menn«. w g ©AC•18 e l 10I'L3 IS ROUTE REFRIG ISSUANCES en+ 0 EROFFI \\\\\\ - PIPING AND 4p 201 FLIGHT DECK --'-'- � Permit and Construction ' ELECTRICAL 1 101 CONDUIT IN PIPE �\ 1010312018 OD CLOSET CURB(PATE l U }- -- �A❑ [EMPLOYEE TOILET h MODEL PCC) REFRIG 102 AC-IC LINESET \ ❑5 REVISIONS 8 4'mOA — ABOVE CL 911 NO. DATE DESCRIPTION 80 S O - OPEN AREA - 202 5 �8 EA DUCT DOWN Tp 1ST FLR MGR S.MARKS 3 ROUTE FRESH AIR 14 3 8'0 CA UP TO z INTAKE DUCT UP THRU ROOF DWN BY JKR ELECTRIC CEILING FROM T )LET R M M DO ROOF,TERMINATE MOUNTED RADIANT FROM TOILET ROOM DOOR. I FILE NO 81310056 z_ 8 ROUTE FRESH AIR 6 ROUTE FRESH AIR I 24"ABOVE ROOF INTAKE DUCT UP INTAKE DUCT A THR HEATING PANELO BOTTOM OF GRILLE SHALL BE THRU ROOF, ROOF,TERMINATE WI OF LINESET IN 32 1'-0'A.F.F.MINIMUM. m TERMINATE WITH GOOSE NECK 30"ABO BE TO AC-1A GOOSE NECK 30' ROOF 3.2 ABOVE ROOF 16 2 ENLARGED TOWER A MEZZANINE HVAC PLAN ENLARGED TOWER A HVAC FLOOR PLAN ENLARGED HVAC as N MH101 114"=1'-0" MH101 PLANS I I I I MH2O1 J I I I I I UNIT HEATER SCHEDULE (TOMMY PROVIDED) SUPPLY AIR BLOWER HEATING MODULE COMBUSTION MARK MANUFACTURER MODEL LOCATION SERVICE ELECTRICAL CFM T ESP(IN.WC) MOTOR His OUTPUT MBH I INPUT MBH TEMP RISE VENT OULET INLET REMARKS UH-1 REZNOR UDBP400 DRY BACKROOM WASH BAY 208I1160 4100 DS 0.50 1 328 400 60°F 6"DIA 1 114 A UH-2 REZNOR UDAS400 STORAGE 107 WASH BAY 20&1180 5123 D5 0.60 1 332 1 400 60°F 6'DI4. 1 S'DIA. 13,5 W O1 a 1. OWNER FURNISHED(TOMMYS).BASED ON REZNOR. O 2. FURNISHED WITH SINGLE STAGE NATURAL GAS VALVE. a 3. FURNISHED WITHTITANIUM STABILIZED ALUMINIZED STEEL HEAT EXCHANGER. W 0 16 4. CONTRACTOR TO PROVIDE EXHAUST VENT TO TERMINATE THROUGH WALL. 5. CONTRACTOR TO PROVIDE EXHAUST VENT AND COMBUSTION INLE.PROVIDE VERTICAL COMBUSTOIN AIRNENT KIT INCLUDING CONCENTRIC ADAPTER. LP w -- ^ c9 rn W V _ w � n U QJ EXHAUST FAN SCHEDULE Q1 0 ELECTRICAL 2 W i MARK SERVICE BASED ON TYPE MODEL_ CFM ESP BONES RPM HP V PH HZ REMARKS O EF-1 TOWER-A TOILET ROOM COOK DOWN BLAST 70CiSDH 0 0.25 hF 3.1 1346 0.28 115 1 60 1,2,4 y an EF-2 STORAGE107 COOK INLINE D68 700 0.25111 6.4 712 1A IL ¢ EF3 TOWER-B TOILET ROOM COOK INLINE G0146 80 0.2 nI 3.0 0.18 115 1 1 60 1,2,3,5 UO 1. FANS BASED ON COOK.GREENHECK,ACME,PENN ARE APPROVED EQUALS.PANASONIC,GROAN AND NUTONE ARE APPROVED EQUALS FOR CEILING UNITS. a 2. ROOF FANS SHALL MOUNT ON 13.5"TALL ROOF CURBS. 3. PROVIDE CEILING FANS WITH PLUG DISCONNECTS AND BACK DRAFT DAMPERS. 4. PROVIDE ROOF FANS WITH PRE-WIRED DISCONNECTS AND FAN SPEED CONTROLLERS. �y� 5. CEILING FAN TO ENERGIZE OFF WALL LIGHT SWITCH.COORDINATE WITH E.C. co r� 0 N N (n z 0 DIFFUSER,REGISTER,&GRILLE SCHEDULE W z NECK SIZE FACE SIZE CIO _ MARK MANUFACTURER MODEL H" W" V W" MOUNTING PATTERN _MATERIAL DAMPER COLOR REMARKS M ^ Q SC-1 TITUS 122RS "' a3r SIDEWALL ALUMINUM Na WHITE 12 ED LimE61 TITUS SOF 6" 8' LAY-IN ALUMINUM Yes WHITE 12 XEG-2 TITUS 350RL 12" 22' SIDEWALL __RG-1 TITUS 121RL 36" 3& SIDEWALL ALUMINUM Na WHITE 1,2 LU TG-1 TITUS 350RL 6" 8' SIDEWALL ALUMINUM W WHITE 1. PRICE,KRUGER,TUTTLE&BAILEY,HART&COOLEY ARE APPROVED EQUALS. Q `� Qo 2. ALL GIDIR'S ARE TO HAVE WHITE FINISH UNLESS NOTED OTHERWISE, U LL Q Qo U Z J BALANCE REPORT:DUEFINAL. 0 0 W 0INTAKE HOOD SCHEDULE �ICE MFO. MODEL TYPE CFM ESP REMARKS BATH FANS TO B E I NNECTED 2COOKGI t2"xt2"GI 700 0.051n 1,2,31. BASED ON COOK.GREENHECK,ACME,PENN ARE APPROVED EQUALS. W I T H L I G H T S SO THE TE WHEN2. MOUNT ON 13.5"TALL ROOF CURBS. It3. PROVIDE WITH GRAVITY BACK DRAFT DAMPER. THE ROOIVI IS D. QUOTE:15334 VERSION NUMBE 04 e�510NAt f QD``y\GE 4 AIR COOLED CONDENSING UNIT SCHEDULE 14774 CU CAPACITY CU MARK MODEL MA LOCATION SERVICE (TONS) REFRIGERANT POWER CU MCA CU SEER REMARKS 0,y OF%O�? CU-1 AOU24RLXFZH_ _ FUJITSU TOWER-A ROOF AC-1A,A01B,A61C 2.0 R410-a 20&1160 12.1 20 1,2,3A,6 _ 9S AWN CU-2 AOU30RLXEH FUJITSU EXTERIOR-NORTH END AC-2 2.5 R410-a 20&1160 1 26,8 1 18.7 1,2,3,5,7 - 1. BASED ON FIJITSU GENERAL.MITSUBISHI ISAPPROVED EQUAL. - I 2. UNIT MUST HAVE ABILITY TO PROVIDE UP TO 70%OF FULL HEAT AT ZERO OUTDOOR AIR TEMP. 3. MOUNT UNIT ON CONCRETE PAD ON GRADE. 4. MOUNT UNIT ON ROOF 4'ROOF PAD OR EQUIPMENT RAILS. If this document is sealee an n 5. UNIT IS SINGLTHREE CIRCUIT. OSA Calculation oreleclmnitheseat enp,fi a UNIT IS THREE CIRCUIT. mnar than the sealing pmfeuionel i e red i e 7. COORINATE INSTALLATION WITH LIGHTING AND ELECTRICAL CONTRACTOR. the tlxument you must seali professional in wdtingt of E a Outdoor Outdoor Breathing Zone Air Dist. the daument The se pre tlisdalms Area[ft) NofPeople Total Scheduled the seal and innawre shad liableror ZoneN Zone Name Zone ClassificationAirflow/Person Airflow/SgFt Zone OSA Effectiveness any liebilityassociated awn me c [A3•• (P,)' Required OSA OSA [Rp]. [ga]° ,gr] [E.1•• e ity sig'A has an y dgi smanner gnaW nol been vale in s- INDOOR AIR CONDITIONING UNIT SCHEDULE 1 FLGHT DECK 11011 Offices:Office space 274 1.37 5 006 23.29 0.8 29 30 LL 2 OWNER OFFICE[2011 Offices:Offices ace SD9 1 5 0,06 9 0.8 12 20 ISSUANCE$ COOLING CAPACIT]!t! 3 OPEN AREA 202 Offices:Offices ace 176 1 5 0.06 15 OS 19 20 MARK MODEL MANUFACTURER LOCATION STUH) CFM OCFM POWER FLA WEIGHT REMARKS Penit and Const.clon a ACAA AUU9RLF FUJITSU TOWERA UPPER_ 9000 31&28&259 30 2DIII 0.19 33 ALL Total OSA for Pro act: 59 70 AC-1B AUU7RLF FUJITSU TOWERAUPPER _ 7000 _ 31&2Ba= 20 20811/60 0.19 33 1,2,3AS 10/03r2018 a AC-1C AUU7RLF FUJITSU TOWER A UPPER _7000 31&28&259 20 20&1/60 0.19 33 1,2,3,4,5 'Data from 2012 1MC Table 403.3 Occupant Density or frc `+ AC-2 ASU30RLE FUJITSU DRY BACKROOM 30000 812J685I536 0 206I1160 0.44 42 1,2,3,4,5 "Data from Project REVISIONS ii`� '•`Data from 20121MC Table 403.3.1.2 NO, DATE DESCRIPTION 1. BASED ON F AVE GENERAL.PROVIDE SHI IS APPROVED EQUAL. 3 i 2. UNIT MUST HAVE ABILITY TO PROVIDE UP TO 70%OF FULL HEAT AT ZERO OUTDOOR AIR TEMP. 1 1109f2019 3. ROUTE DRAIN LINES TO NEAREST APPROVED RECEPTICAL. 4. COORINATE INSTALLATION WITH LIGHTING AND ELECTRICAL CONTRACTOR. Zones EXIUded From OSA Calculation 5. PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT. Zone Name Area III[A,I•• Reason for Exclusion from OSA Calculation C) h 6. PROVIDE WITH FUJITSU MODEL UTZ-VXAA FRESH AIR KIT AND INLINE DUCT BOOSTER FAN,FAN SHALL RUN WHEN 5 UNIT FAN IS ENERGIZED. EMPLOYEE TOILET RM[1021 52 OSA PROVIDED THROUGH TRANSFER GRILLE H WASH SAY 2364 WASH EQUIPMENT 679 NATURAL VENTILATION THROUGH BAY DOORS,ROOF VENTS AND EAVE VENTS. MGR S MARKS DRYING AREA 684 OWN BY JKR 'a DRY BACKROOM[1061 360 NATURAL VENTILATION-FREE AIR EXCHANGE WITH CENTRAL WASH AREA FILE NO F ELECTRIC CABINET HEATER SCHEDULE EQUIPMENT PLATFORM[2041 239 INTERIOR WALLS STOP SHORT OF ROOF. 3 ELECTRICAL STORAGE 108 164 NATURAL VENTILATION ne TAG MFG. MODEL LOCATION MOUNTING WATTS VOLTAGE PHASE DISC BY REMARKS EQUIPMENT PLATFORM[2051 .1 FREE AIR EXCHANGE WITH CENTRAL WASH AREA THROUGH TRANSFER GRILLE ' 4�+ ECH-1 BERKO MCSSARWH7802 EMPLOYEE TOILET WALURECESSEO 900 120 1 E.C. CUSTOMER TOILET RM(109] 1 55 OSA PROVIDED THROUGH TRANSFER GRILLE t !QMECHANIC SCHEDULES MH601 J I I I I I ELECTRICAL ABBREVIATIONS ELECTRICAL ABBREVIATIONS GENERAL ELECTRICAL NOTES SECURITY SYMBOL LEGEND POWER SYMBOL LEGEND 1. UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE SHALL BE PVC. E-ELECTRICAL CONTRACTOR E-ELECTRICAL CONTRACTOR " INCHES HD HEAVY DUTY 2. ALL LOW VOLTAGE CABLES OR CONDUCTORS OPERATING AT LESS THAN SO VOLTS y m M-MECHANICAL CONTRACTOR y 'm M-MECHANICAL CONTRACTOR # NUMBER HP HORSEPOWER SHALL BE IN METAL RACEWAY WHERE INSTALLED WITHIN WALLS OR INACCESSIBLE x i m %-OTHERS HEIGHT TO m m m m %-OTHERS HEIGHT TO A FEET HSKP HOUSEKEEPING PAD SPACES.LOW VOLTAGE CABLES MAY BE RUN IN CABLE TRAY WHERE NOTED.LOW m o MIDDLE OF ¢ —I MIDDLE OF W (4 AT Hi HEIGHT VOLTAGE CABLES MAY BE RUN IN CABLE SUPPORT HOOKS ABOVE ACCESSIBLE T y DEVICE > a Ja DEVICE A AMPERES HV HIGH VOLTAGE CEILINGS WHERE NOTED. 0 3 SYMBOL DESCRIPTION .. 0 3 SYM OL DESCRIPTION S g 3. WHERE POSSIBLE,ALL CONDUIT AND CABLE SHALL BE RUN UNDER THE TOP CHORD A/C AIR CONDITIONING WAC HEATING I VENTILATION I AIR CONDITIONING OF THE JOISTS.UNDER NO CIRCUMSTANCE SHALL CONDUIT BE RUN WITHIN 142'OF E E E E [Do DOOR CONTACT 84' E E E E Q SINGLE RECEPT("EM"=EMERGENCY,"HG"=HOSPITAL GRADE,"U'=CONNECTED TO UPS) 18• AN AUDIOVISUAL IBC INTERNATIONAL BUILDING CODE THE ROOF DECK. AC ARCHITECTURAL CONTRACTOR IG ISOLATED GROUND 4. COORDINATE LOCATIONS OF DEVICES WITH ARCHITECTURAL ELEVATIONS AND E E E E ICR CARD READER 44" E E E E GFCI RATED SINGLE RECEPT 18' n. ADA AMERICANS WITH DISABILITIES ACT INCAND INCANDESCENT DETAILS.ARCHITECTURAL ELEVATIONS AND DETAILS TAKE PRECEDENCE OVER E E E E jKP KEYPAD 44" E E E E ISOLATED GROUND SINGLE RECEPT 18" W ADD ADDENDUM IR INFRARED LOCATIONS SHOWN ON ELECTRICAL DRAWINGS.SEE ARCHITECTURAL ELEVATIONS ` AFF ABOVE FINISHED FLOOR )BOX JUNCTION BOX FOR LOCATIONS OF ELECTRICAL DEVICES AT PATIENT BED HEADWALLS. 5. AL ELEVATION HEIGHTS SHOWN ARE MEASURED TO THE MIDDLE OF THE DEVICE E E E E IESJ ELECTRIC STRIKE 44' E E E E ? SWITCHED SINGLE RECEPT 18' AFC, ABOVE FINISH GRADE KV KILOVOLT U A NLESS NOTED OTHERWISE. AR ARC FAULT CIRCUIT INTERRUPTER KVA KILOVOLT-AMPERES 6. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLLED WITH E E E E IFQ ELECTRIC LATCH 44" E E E E p DUPLEX RECEPT('EM'=EMERGENCY,"HG"=HOSPITAL GRADE,"U"=CONNECTED TO UPS)18" Lp AFL) AUTHORITY HAVING JURISDICTION KVAR KILOVOLT-AMPERES REACTIVE S LONG FLEXIBLE METAL CONDUIT. AL ALUMINUM KW KILOWATTS 7. WHERE CONNECTED TO A 20A BRANCH CIRCUIT SUPPLYING AN INDIVIDUAL E E E E FD] ELECTRIC TRANSFER 44" E E E E GFCI RATED DUPLEX RECEPT 18" •V� R W ALT ALTERNATE KWH KILOWATT-HOURS RECEPTACLE(SIMPLEX OR DUPLEX),THE RECEPTACLE SHALL BE RATED AT 20A. w N ANNUN ANNUNCIATOR LP LIGHT POLE 8. CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN E E E E '.IMLI MAGNETIC LOCK 84' E E E E R ISOLATED GROUND DUPLEX 18' A_ z ON THE DRAWINGS. m A. w APPROX APPROXIMATE LT LITE,LIGHT 9. TV OUTLETS,VOLUME CONTROLS,TELEPHONE OUTLETS,DATA OUTLETS,AND FIRE E E E E ��RE REQUEST TO EXIT 84" E E E E x SWITCHED DUPLEX RECEPT(SPLIT-WIRE) 18' ARCH ARCHITECT,ARCHITECTURAL LTG LIGHTING ALARM DEVICES SHALL CONSIST OF A BACK BOX WITH CONDUIT STUBBED ABOVE - I ATS AUTOMATIC TRANSFER SWITCH LTNG LIGHTNING THE ACCESSIBLE CEILING.VERIFY SIZE OF BACK BOX REQUIRED WITH DEVICE TO E E E E MS MOTION SENSOR 84" E E E E USBIDUPLEX RECEPT 18" CT w AUTO AUTOMATIC LV LOW VOLTAGE BE INSTALLED.LOCATE BACK BOXES 6"FROM ADJACENT POWER RECEPTACLE N INTENDED FOR COMPUTER USE. E E E E 'GB' GLASS BREAK E E E E rr�� ABOVE COUNTERTOP DUPLEX RECEPT,MOUNT 4'ABOVE BACKSPLASH OR 44' O co AUX AU%ILARY MAX MAXIMUM TT ¢ AWG AMERICAN WIRE GAUGE MC MECHANICAL CONTRACTOR 10.ALL ELECTRICAL WORK BE PERFORMED FI A REGISTERED ELECTRICAL CONTRACTOR WITH THE CITY OF SPRINGFIELD AND OBTAIN AN ELECTRICAL PERMIT. E E E E b, _H WALL CCTV CAMERA 90" E E E E FOURPLEX RECEPT("EM"=EMERGENCY,'HG"=HOSPITAL GRADE,"U"=CONNECTED TO UPI BATT BATTERY MCA MINIMUM CIRCUIT AMPS 11.ALL FIXTURES TO BE RATED FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED. BF BARRIER FREE MCB MAIN CIRCUIT BREAKER 12.ALL RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS TO BE LISTED WEATHER E E E E HTR', WALL CCTV CAMERA-DOME,HEATER,PAN-TILT-ZOOM 90" E E E E GFCI RATED FOURPLEX RECEPT 18" BFG BELOW FINISHED GRADE MCC MOTOR CONTROL CENTER RESISTANT(WR). '�PTZ g o BLDG BUILDING MDC MAIN DISTRIBUTION CENTER 13,FURNISH AND INSTALL CONDUIT FROM BACK BOXES FOR THE FOLLOWING DEVICES \ E E E E U ISOLATED GROUND FOURPLEX 18' a u m BMS BUILDING MANAGEMENT SYSTEM MDP MAIN DISTRIBUTION PANEL INTO THE ACCESSIBLE CEILING SPACE IN THE CORRIDOR,UNLESS NOTED OTHERWISE E E E E CEILING CCTV CAMERA E E E E SWITCHED FOURPLEX RECEPT(SPLIT-WIRE) 18" SOD BOTTOM OF DEVICE MECH MECHANICAL BULL BULLETIN MFDS MAIN FUSED DISCONNECT SWITCH 12"C N OUTLETS E E E E HTR'� CEILING CCTV CAMERA-DOME,HEATER,PAN-TILT-ZOOM E E E E ABOVE COUNTERTOP FOURPLEX RECEPT,MOUNT 4'ABOVE BACKSPLASH OR 44" C CONDUIT MFR MANUFACTURER 314"C TELUMECON UTLS -PTZ co 3I4"C TELEPHONE OUTLETS CAN COMMUNITY ANTENNA TELEVISION MIN MINIMUM 314"C INFORMATION OUTLETS E E E E � SPECIAL RECEPT OR CONNECTION,PROVIDE DIRECT POWER CONNECTION 18" � CB CIRCUIT BREAKER MISC MISCELLANEOUS 3/4"C FIRE ALARM DEVICES OR MATCHING RECEPTACLE AS REQUIRED,COORDINATE W/EQUIPMENT O CCTV CLOSED-CIRCUIT TELEVISION MLO MAIN LUGS ONLY MANUFACTURER CIF CEILING FAN MOP MAXIMUM OVERCURRENT PROTECTION DATA SYMBOL LEGEND E E E E MULTIOLI ET WIREMOLD ASSEMBLY,MOUNT 4'ABOVE BACKSPLASH OR 44" CFL COMPACT FLUORESCENT MSBD MAIN SWITCH BOARD PROVIDE POWER RECEPTS AS SHOWN ON DRAWING CKT CIRCUIT MSP MOTOR STARTER PANELBOARD E-ELECTRICAL CONTRACTOR - CLG CEILING MT MOUNT y M.MECHANICAL CONTRACTOR E E E E ❑® FLOOR RECEPT(DUPLEX SHOWN) /A COL COLUMN MTR MOTOR,MOTORIZED y m B m X-OTHERS HEIGHT TO V/ CONN CONNECT,CONNECTED,CONNECTION NEC NATIONAL ELECTRIC CODE a MIDDLE OF E E E E Q CEILING RECEPT(DUPLEX SHOWN) COM CONTINUOUS;CONTINUATION NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION �+ ©O JUNCTION BOX(FLOOR,WALL,CEILING SHOWN) AS NOTED W DEVICE co CR CARD READER NF NONFUSED ga a N SYMBOL DESCRIPTION E X X X CU COPPER NFPA NATIONALFIRE PROTECTION ASSOCIATION E E E E V DATAPHONE OUTLET,3/4"TO ACCESSIBLE CEILING OR CABLETRAY 18' E E E E �• 48" N ZO PUSH BUTTON STATION DEG DEGREES NIC NOT IN CONTRACT E E E E ABOVE COUNTERTOP DATAPHONE OUTLET,MOUNT 4"ABOVE BACKSPLASH OR 44" M DA DIAMETER NL NIGHT-LIGHT E E E E $ MOTOR HORSEPOWER RATED SWITCH 48" Z E E E E MULTIOU7LET WIREMOLD ASSEMBLY,MOUNT 4"ABOVE BACKSPLASH OR 44" DIM DIMENSION TUTS NOT HEAD DO '`� PROVIDE DATA OUTLETS AS SHOWN ON DRAWING E E E E \/ DISC DISCONNECT OHD OVERHEAD DOOR $ FUSED SWITCH 48° } /\ DIST DISTANCE P PUMP E E E E FLOOR DATNPHONE OUTLET E E E E LO SAFETY DISCONNECT SWITCH(FUSED) 72" N W O DN DOWN PA PUBLIC ADDRESS �=� 2 DW DISHWASHER PF POWER FACTOR E E E E C✓J CEILING DATNPHONE OUTLET E E E E N COMBO MOTOR STARTERIDISCONNECT SWITCH(FUSED) 72" Q N DWG DRAWING PH PHASE E E E E Wgpl CEILING WIRELESS ACCESS POINT EA EACH PNL PANEL E E E E .'VFQI VARIABLE FREQUENCY DRIVE CLG EC ELECTRICAL CONTRACTOR PRI PRIMARY N E E E E � SINGLE PHASE MOTOR BEE SCHEDULE E X X X TELEVISION OUTLET 18' '�J ( ) EF EXHAUST FAN PVC POLYVINYL CHLORIDE �, V LLO ELEC ELECTRIC,ELECTRICAL FAIR POWER E E E E THREE PHASE MOTOR(SEE SCHEDULE) C w u ELEV ELEVATOR QTY QUANTITY E E E E CLOCK 84' c EMS ENERGYEM NCY MANAGEMENT SYSTEM REQT RECEPTACLE REQUIRED,REQUIREMENT E X X X E E E E CIRCUIT BREAKER PANEL 72" UZ lO INTERCOM OUTLET LOCATION qg^ O O LL ED EQUAL REV REVISE,REVISION c E X X X AV E E E E ® POWER OR DISTRIBUTION PANEL 72" 0 N 22 q8' H INTERCOM-AUDIONISUAL F — EQUIP EQUIPMENT RMC RIGID METAL CONDUIT E E E E o SPECIAL CABINET(TYPE DENOTED) 72" ETR EXISTING TO REMAIN RT RAINTIGHT E E E E OS SPEAKER(WALL OR CEILING MT.) 84^ EWC ELECTRIC WATER COOLER RTU ROOFTOP UNIT E E E E O TRANSFORMER(TYPE DENOTED) EWH ELECTRIC WATER HEATER SEC SECONDARY E E E E OE SOUND MASKING EMITTER(WALL OR CEILING MT.) 84^ EX EXISTING SIM SIMILAR E X X X $V VOLUME CONTROL 48' E E E E (T�zs KVA GENERATOR(KVA DENOTED) TMAff EXP EXPLOSION PROOF SPD SURGE PROTECTIVE DEVICE CA WgSH�s EXT EXTERIOR SPEC SPECIFICATION E X X X Q MICROPHONE OUTLET IF QUOTE:15334 F FAHRENHEIT SR SURFACE RACEWAY E X X X OI PROJECTOR CONTROL OUTLET 18" LIGHTING SYMBOL LEGEND VERSION NUMBER:04 FA FIRE ALARM SS STAINLESS STEEL FAC FIRE ALARM CONTRACTOR SW SWITCH E M M E OH HUMIDISTAT 48" E-ELECTRICAL CONTRACTOR ym M-MECHANICAL CONTRACTOR _ FACP FIRE ALARM CONTROL PANEL SWBD SWITCHBOARD E M M E OT THERMOSTAT 48' Ky m w m %-OTHERS HEIGHT TO _ FED FURNISHED BY OTHERS SWGR SWITCHGEAR ¢ FDS FUSED DISCONNECT SWITCH SYM SYMMETRY,SYMMETRICAL E X X X OUTLET IN FLOOR(MICROPHONE SHOWN) gi 2 . MIDDLE F rs\11NAL FNG' FIXT FIXTURE TBO TO BE DETERMINED �� c _ s SYMBOL DESCRIPTION FL Q�ryt"titGENS�c��yt.� FLUORESCENT TEL TELEPHONE SINGLE POLE SWITCH 44'E E E E FLA FULL LOAD AMPS TL TWIST LOCK WIRING SYMBOL LEGEND ; FLEX FLEXIBLE TR TAMPER RESISTANT E E E E $ 3-WAY SWITCH 44" 0s FLR FLOOR,FLOORING N TELEVISION E-ELECTRICAL CONTRACTOR 4 FT FOOT,FEET TYP TYPICAL 'm M-MECHANICAL CONTRACTOR mm OTHERS HEIGHT E E E E $ AWAY SWITCH 44" 'Y �:'1F,�q <e FURN FURNISH,FURNISHED V VOLTS x�< m w X' TO O � I1I� FV FIELD VERIFY VA VOLT-AMPERES r"s o MIDDLE E E E E $ DIMMER SWITCH 1. GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE � w s OF DEVICE OS GC GENERAL CONTRACTOR,GENERAL CONTRACT W WATTS c — SYMBOL DESCRIPTION E E E E $ OCCUPANCY SENSOR SWITCH 44" GEN GENERATOR WG WIRE GUARD E E E E ,-- CONDUIT CONCEALED IN WALL OR OVERHEAD Mc E E E E $ MOMENTARY CONTACT SWITCH 44" 6 this document is mated and signed In a digital PROTECTOR GFP GROUND FAULT CIRCUIT PROTECTTOROR XFMR TRANSFORMER y GFI GROUND FAULT CIRCUIT XFER TRANSFER E E E E CONDUIT CONCEALED BELOW FLOOR T mdeco-onicbmaitandis loadlromsonsion, E E E E $ TIMER SWITCH 44" sdwr than Na maling pmkasluml danlgnd in GND GROUND 0 PHASE the dowmenl,you must mntect the using E E E E CONDUIT EXPOSED ' GYP GYPSUM E E E E GTD GENERATOR TRANSFER DEVICE P...Gio Inllnv�I tanpprateautheldBclel E E E E — o CONDUIT TRANSITION UP the seal and slgnalure and shall nth be Will,mr Z5 - E E E E ® CEILING OCCUPANCYSENSOR-DUAL TECHNOLOGY TYPE any llabdilyessoclatac Wthdwherethe MECHANICAL EQUIPMENT CONNECTION SCHEDULE E E E E --_ CONDUIT TRANSITION DOWN authsnllalty Manyd'gilelwelWmniamalor E E E E O CEILING LIGHT LEVEL SENSOR signature has Trot born validated in this manner. TAG DESCRIPTION POWER VOLTAGE PHASE FEEDER DISCONNECTING MEANS DISC FURNISWINSTALL NOTES __ E E E E - -- CONDUIT STUBBED OUT AC-1A AIR CONDITIONER(SPLIT SYSTEM INDOOR UNIT) 100 VA 208V 1 2#12+G E E E E PHOTOCELL3r4"C CU-1 DIV.26l DIV.Z6 POWERED BY CU-1 � ISSUANCES AC-iB AIR CONDITIONER(SPLIT SYSTEM INDOOR UNIT) 100VA 208V 1 2#12+G3r4"C CU-1 DIV.26l DIV.26 POWERED BY CU-1 E E E E LJ� UNDERFLOOR RACEWAY SYSTEM E E E E ►fl POLE MOUNTED LIGHT(TYPE DENOTED) PER SCHED Sim AC-2 AIR CONDITIONER(SPLITSYSTEM INDOOR UNIT) 120 VA 208V 1 2#12+G_&4"C CU-2 DIV.26l DIV.26 POWERED BY CU-2 Permits and CO 1-11on a CU-1 CONDENSING UNIT 6901 VA 208 V 1 2#8+G-314'C 2P60140 FUSED DISCONNECT DIV.26/DIV.26 E E E E ® CABLE TRAY(TYPE DENOTED) E E E E SURFACE INCANDESCENT LIGHT(TYPE DENOTED) AS NOTED 10I312018 CU-2 CONDENSING UNIT 2750 VA 208V 1 2#10+11314"C 2P30I30 FUSED DISCONNECT DIV.261 DIV.28 F� � EC&1 ELECTRICAL CABINET HEATER 500 VA 120V 1 2#12+G3r4"C PAOLOCKABLE CIRCUIT DIV.Z6l DIV.26 E E E E CONDUIT SLEEVE(SIZE DENOTED)_ E E E E � C� SURFACE H.I.D.LIGHT(TYPE DENOTED) AS NOTED BREAKER IN PANEL REVISIONS E E E E �+ BRANCH CIRCUIT HOME RUN }v $� EF-1 EXHAUST FAN 528 VA 120 V 1 2#12+G314"C MANUAL MOTOR STARTER DIV,26l DIV.Zfi E E E E y WALL MOUNTED FLOODLIGHT(TYPE DENOTED) AS NOTED NO. DATE DESCRIPTION ^g EF-2 EXHAUST FAN 120 VA 120 V 1 2#12+G i 314"C MANUAL MOTOR STARTER DIV.26I DIV.26 E E E E LV_ LOW VOLTAGE POWER WIRING EF-3 EXHAUST FAN 528 VA 120 V 1 2#12+G314"C MANUAL MOTOR STARTER DIV.26/DIV,26 E E E E R RECESSED LIGHT(TYPE DENOTED) 5 EWHA WATER HEATER 3500 VA 120V 1 2#B+G314"C PADLOCKABLE CIRCUIT DIV.26/DIV.26 E E E E —UE— UNDERGROUND ELECTRICAL _ S BREAKER IN PANEL E E E E F__o D SURFACE FLUORESCENT LIGHT(TYPE DENOTED) EWH-2 WATER HEATER 2500 VA 120V i 2#10+G-3r4"C PADLOCKABLE CIRCUIT DIV.26/DIV.26 E E E E —OHE— OVERHEAD ELECTRIC y- BREAKER IN PANEL E E E E P1( )D SUSPENDED OR PENDANT LIGHT(TYPE DENOTED) FILE NUMBER 81310056 3 E % X E UTILITY SERVICE POWER POLE SITE UH-1 UNIT HEATER 2746 VA 208 V 1 Z#12+Gy4"C 2P30 NON-FUSED DISCONNECT DIV.26/DIV.26 rig, (SITE) E E E E H RECESSED FLUORESCENT LIGHT(TYPE DENOTED) PROJECT MANAGER S.MARKS UH-2 UNIT HEATER 1123 VA 208V I 2#12+G3I4"C 2P30 NON-FUSED DISCONNECT DIV.26I DIV.28 E E E E --G— GROUND CONDUCTOR PROFESSIONAL SDT 2 WBEF-1 EXHAUST FAN 2750 VA 208 V 1 2#12+G3r4"C 2P20/20 FUSED DISCONNECT DIV.26l DIV.26 E E E E al FLUORESCENT STRIP LIGHT(TYPE DENOTED) DRAWN BY REK WBSF-1 SUPPLY FAN 2912 VA 208V 1 2#12+G314"C 2P20I20 FUSED DISCONNECT DIV.Z6/DIV.28 E E E E C_) LIGHTNING PROTECTION AIR TERMINAL E E E E T1 TRACK AND TRACK LIGHT(TYPES DENOTED) AS NOTED CHECKED BY SDT ra � STARTER TYPES: COMBINATION DISCONNECT TYPES: CONTROL DEVICES: ABBREVIATIONS: E E E E LIGHTNING PROTECTION CONDUCTOR SPLICE E E E E 1' ''EM EMERGENCY BATTERY LIGHT(TYPE DENOTED) 1.^� FVNR FULL VOLTAGEN ON-REVERSING FS FUSED SWITCH HOA HAND-OFF-AUTO SWITCH EC ELECTRICAL CONTRACTOR E E E E m GROUND ROD(PLAN VIEW) .€ y FVR FULL VOLTAGE REVERSING NFS NON-FUSED SWITCH RP RED(RUN)PILOT LIGHT MC MECHANICAL CONTRACTOR E E E E H ZE EXIT SIGN(TYPE DENOTED) 12" k1 S' 2-SPD TWO SPEED MCP MOTOR CIRCUIT PROTECTOR GP GREEN(POWER)PILOT LIGHT GC GENERAL CONTRACTOR E E E E GROUND CONNECTION TO STEEL OR STRUCTURE r S^ VFD VARIABLE FREQUENCY DRIVE CB CIRCUIT BREAKER 0/0 ON-OFF SELECTOR SWITCH TC TEMPERATURE CONTROL E E E E 7 L—Od LIGHT FIXTURE ON(EM)LIFE SAFETY BRANCH AS NOTED !A w RVNOSES.REDUCED VOLTAGE SIB STOP-START PUSHBUTTONS OWN OWNER E E E E • GROUND CONNECTION-EXOTHERMICWELD ELECTRICAL $ i 1. INPUT AND OUTPUT CONDUCTORS TO AND FROM VFUS SHALL BE INSTALLED IN SEPARATE RACEWAYS,INDEPENDENT FROM ANY OTHER CONDUCTORS,AND SHALL NOT PASS THRU ANY COMMON NOTES AND g WIREWAY OR RACEWAY. III ABBREVIATIONS I I I I I E001 J 1 I I I I W VACUUM VACUUM VACUUM VACUUM 2 (TYP) VACUUM VACUUM VACUUM VACUUM r VACUUM sa -LTG -LTG -LTG ; -LTG -LTG -LTG -LTG + -LTG -LTG O6 VACUUM- VACUUM 6 Lp / IIF t ,u w w i •8 -- O POWER tLAN KEYIibTES on on 1. 314"CONDUIT WITH 2612,#12 G FROM VACUUM PEDESTALS TO PANEL BP1, a 'm 2. (1)1"CONDUIT WITH PULL STRING FROM VACUUM PEDESTAL TO VACUUM PEDESTAL. 3. 1WA8i IN-GRADE PULL BOX FOR VACUUM SPEAKER CABLES. 4, 314"CONDUIT WITH SPEAKER CABLE FROM PULL BOX TO SPEAKER ON VACUUM PEDESTALS WITH SPEAKER. M 5. 1-114'CONDUIT WITH(7)SPEAKER CABLES FROM PULL BOX TO IT CABINET. 00 6. VACUUM FED FROM WASH CONTROLLER. 7, MAT WASHER ELECTRICAL CONNECTION TO MATCH 30 AMP 120V CONNECTION NEEDED FOR EACH RHINO-MAT WASHER. O 8. (1)3r4"CONOUIT WITH POWER FOR SIGN,COORDINATE REQUIREMENTS WITH OWNER. A■ (1)3I4'CONDUIT WITH PULL STRING FROM IT CABINET TO SIGN LOCATION. `�_ COORDINATE EXACT LOCATION OF SIGN WITH CIVIL DRAWINGS. 9. 18"x18"IN-GRADE PULL BOX FOR CREDIT CARD READER CABLES. 10,314"CONDUIT WITH PULL STRING FROM PULL BOX TO EACH PEDESTAL, '^ 11.1"CONDUIT WITH PULL STRING FROM PULL BOX TO IT CABINET FOR VENDING v+ MACHINE CREDIT CARD READER DATA. — cn W N N V W 16 15 SIGNAGE 14 11 -13 12 11 1 2 ryP _. 7 6 5 1 Q a g —. CONTR BP1.23--� CUSTOMER TOI ET -_._ \\, i-LTO \\ �V NACUUM ACUUM .:__—. ACUUM. _. .-. ACWM ._ _—. ACUUM _..- ,,, R�...!!1 nl 'l. V L ai OL WITH 109 LTG LTG I'LTO LTG LTG TG -LTO 4.T0 Z WASH CONTROLLE ACWM - NACUUM VACUUM ACUUM / LL ____V\ - -.BP3J l _ --- --- i1 - --- 1- -t- - --- `�' --- - -t- �. / --- - --- --- - --- --- - --- --- - --- - `.\ O O 0 z BP3-3 _ "� \ O -.O SIG NA0 ~ BP33 BP&5 8 S S -- S l�® �� BP& ' BP3 GE EWH BP119 EF2 I 8 VACUUM .._-_ .__._ _._ ._ ..__.- _.._._..-_.. BPI.23 MAT�WASHER NACUUM f ...._. _..-__- ._-- _ _: _ _ —..- - .._ CONTROL WITH :O 12 0141 I,� O �1 '161 SIGNAGE 0.3 BPI-2022 BP3.6CH I,.-... _.BPi _ B _BP3-1 _ _ - _--. -- - - _ ASH CONTROLLE DOOR BELL r-- \J \ --- J R2 BP3-10 gpI-23 (BY OTHERS) (xs) t GAR WASHS15TEMS DJPIUOOR CONTROLLER DRYING AREA CONTROL WITH 7 7 BP2-29 \ QUOTE:15334 1G WASH CONTROLLER WAP DOOR CONTROLLER 0 VERSION NUMBER:04 LrFC3.o' _ "AIRLIFT _ - 1 d III WASH AIR OR WASH I.t _ �. WASH DOOR SIGNAGE CONTROL WITH �grONAL E,v BP2.30,32 SIGNAGE MBSF-I ._ _ WBEF-1 -23 CONTROLLER Q0 V FOxe9 CONTROBWITH BP3-2,4 J L-J5I1 1'N41 _-_ • _,- _ BP1.18 1!482 4W B I WASH CON7BOOWER I 4 A. _- )_.-_ L__ ''� o BP1.1 e i DIScoNNECT FLI HT D C1 �q OF /� __ BP2.13 10 FRIDGE _ VID 10111119 PANEL _.- -. ._ ._ C AND METER SFOR4 WASH CONTROLLER ._ .._ -- a� BP2.24 .:P2.21i I'UTILITY TRANSFORMER UH-1 I I p9BPI R WATER BP1.7,9 -\ BP1-6 BP1-17� BP1-3_� / FROM CU-1 oFr Necwnc rormel and brece�rvee from dsarprea�ne m ON ROO�F\.J BP2-28 other Men Me aeelinp prolenbnal Idantif ed In ,� SOFTENER, - _ 1 E502 3 BP2.5 S _ the document you must mnmcl Me sealing CU-2 78 8" -_-. -.__ -_. _ _ _-_____- -�. 6 AC-1 A 4O protein onal to Th.se ling preteaulhendc4yor BP1-5 � BP1 —� SIGNAGE ELI - the document.These rofeaewnel dleGeYna D.5 MOP 78 --- - - -- _. - --_- - — -- B 14G.`' eP 3 6 f BP2-48P2-6 EMPLOYEE TOILET the eastand agnawrea�eahao hot be liable mr t' TO AHU-2 38 2 102 enylMblllty associated veM d where the $ ON MEZZ. -- BP1-1fi BP2 BP2-19 �,y auM of enydNllel or elecnonnsaela _-- - --- ..._-- _ -- pp .. - ��� e,go naNre nae hot been valaareeMMa manner. ' SIGNAGE DRY BACKROOM CONTROL WITH S B" CONTROL - BP1 12 BPt 11 LIGHTING10f WASH CONTROLLER __ GATE 1 ISSUANCES $ CONTROL WITH _ to PANEL BPi-14 ---_ ---._-_ __._._ __ -___--__.___ p WASH CONTROLLER ---- --- -_---__----- - _-�- —_-- _ SIGNAGE �_ SIGNAGE 1 / Permits and Construction �32CONTROLLER P,-18 BP2.2 BP2-17 0ONTROL WITH BP2-21 101312018 ASH BP2.16 BP2.23 1 B TO SIGNAGE SWITCH REVISIONS 8 IN FLIGHT DECK BP2-20 NO DATE DESCRIPTION I SENTRY GATE 2 F 11 - /BP2-18 / 3: SIGNAGE 0�—/ SIGNAGE WITCH IN(LIGHT DESK // FILE NUMBER 81310056 3 IN BP2 22 BP2 25 // PROJECT MANAGER S.MARKS PROFESSIONAL SOT y DRAWN V SENTRY -- CHEECKCK D REK O CHECKED 8Y SOT a € SIGNAGE O REFER TO POINT OF SALE MANUAL PROVIDED BY OWNER S I 8 I I FIRST FLOOR FIRST FLO R POWER PLAN POWER PLAN I I I I 1 60 EP101 J I I I I 15 EQUIPMENT 12 11 10 9 8 7 6 5 4 3 2 1 KA ORM BP3-B EF-3 — all a � (S16 1— 1 TO WASH CONTROLLER— ROOF VENT_ TO WASH I'j AIR 1 OWNER OFFICE OPEN A , CONTROLLER BP2.16 COMPRESSOR 201 202 - I I FR OGE� I I I I I I I i I CCC-111ggg-47 � rl - EQUIPMENT I FROM ll Qp AC-2 PLATFORM gpp.1�3 PLATFORM �� 15 cU-1 B12-z -® _ — WP I� r eP1-16 - _ TO AC-1A #021$Sf CLOSET 0.5 TBCU-Y &1 TOA2-13 (ON BP28 EF-1 p3 N CU-1 8P2.12 8 _ O (ON ROOF) 3.2 cn SECOND FLOOR POWER PLAN 2 ve^=r a L!J z ~ X x rn LLI 3 2 � a N a 09 U og Z O 0z U O TOMMY CARWASH5*7EM5 QUOTE:15334 VERSION NUMBER:04 „ONALpy NS QQp�F'ysOEF 14825 y TF OF\OP Q OAVID TNO�101,11% It this document Is seated and"red in a digital ..I.bonso formal end te nsdaw mom eomsore 5: other then the sealing profaeaonel idantilted In the document,you moat mnlact the sealing y pmfeesional in writing w,ehoste aumenddty of Ue document.The sealing pmfeseional dledalms the seal end t gnaWre and shell not be liable for any liabsityas dadwithdwherethe authenliclty of any digital or dectrenic seal or agnature has not been validated in this=one,. ISSUANCES Permits and Construction 1013f2018 g REVISIONS NO. DATE DESCRIPTION 3 FILE NUMBER 81310056 PROJECT MANAGER S,MARKS PROFESSIONAL SOT DRAWN REK a CHECKED BY SOT d o'. SECOND FLOOR POWER PLAN EP102 J I I I I LIGHTING KEYNOTES EQUIPM16 15 14 13 12 11 10 n 8 7 8 5 4 3 2 1. INTERCONNECT OCCUPANCY SENSORS WITHIN SPACE AND WIRE TO LINE SIDE OF EN Y Q Q Q PLATFORM SWITCHES. PLATFORM A 2. LIGHTING LAYOUT SHOWN IS REPRESENTATIONAL OF FIXTURE QUANTITY ONLY. W O_ COORDINATE EXACT LAYOUT WITH EQUIPMENT PACKAGE.LIGHT FIXTURE IN LIGHT BAY SHALL BE 105 WATTS OR LESS AND FIXTURES IN STORAGE ROOM SHALL BE 90 81 T 81 .Bi O 3. CANOPY LRIGHT NG PROVIDED BY OTHERS. _V 4. CONDUIT FOR LIGHTING TO RUN IN STRUCTURAL CAVITY ALONG SIDE OF BUILDING. CONDUIT SHALL RUN THE LENGTH OF THE WASH BAY.ROUTE(3)SPARE V CONDUITS LT IN ADDITION TO WHAT IS REQUIRED FOR LIGHTING AND POWER.SEE DETAIL NA303 8' 2 (OPPOSITE EAVE). C1 LIGHTING FIXTURES TO BE SUSPENDED FROM STRUCTURE ON EXIT SIDE OF O - - CURVED BEAMS.SEE DETAIL ON SHEET E502. BELOW 8. 0.10 V WALL BOX DIMMER WITH OWOFF SWITCH. 7. AREA COMPRISING OF WASHRAY104 AND DRYING AREA 107 IS A SINGLE SKYLIT DAYLITZ NE n 8. L GHTING CONTROL SYSTEM LIGHT LEVEL SENSOR FOR CONTROL OF LIGHTS IN - ^ SKYLIT DAYLIT ZONE. 9. G1 LIGHT FIXTURE MOUNTED ON TOP OF CANOPY POINTING UPWARD TOWARDS w r" TOWERA. 10.EC TO PROVIDE 180-W POWER INVERTER TO POWER EMERGENCY EGRESS LIGHTS AT \i/ EXTERIOR SIDE OF EGRESS DOORS IN EVENT OF POWER LOSS TO THE BUILDING. MOUNT INVERTER ON WALL NEXT TO PANEL Sol AND SUPPLY FEEDS TO FIXTURES SHOWN. P. �6 z OWNER OFFICE 6 1 0 N AREA O z 202 a _ A1E J CIA CIA TO FIXTURES ° BP2.10 Al_. U�PM N TO it Al - GO r j' - --� Ai Al BP2.10 aP2-,o�, I 0 -- - Al cm - - 101- 7 LED ACCENT LIGHT,COORDINATE EXACT LOCATION OF Imo_.. 'w ,POWER CONNECTION AND TRANSFORMER WITH v INSTALLERS.CONTROLLED VIA WASH CONTROLLER. 3.2 BPI.21 1.8 O SECOND FLOOR LIGHTING PLAN co OC o W � z 01 G1 y W Z� MDM W, co RELAY 15 14 13 12 T 100 T Bo T Y CUSTOMER T01 ET QIII g Z A TO FVXTURES 0 2� ._ BP3 2 O O 0 F- _ A1E g ST,RA E 1 Ti Ti T1T1 7®OBI BPI-10 0 � B - — _ 4 E502 r CAR QUOTE: 15334 SY57FM$ D° - -0 - - C7°I - a° - - - C1 10 - - -- Dt°I 01 o - _ VERSION NUMBER:04 I DRYING AREA OQ W �BAYO I l g\ONAL EH QQp4c `OENa I Cl � Cl � ct 14825 0 C - 1T, - RELAYI - Oi - - °t - - O7° - - Ci° - LV T10 TO FIXTURES MDP-3 81 �� Bi ABOVE BP_0 (n'P) 6 1 �- CONTROL O WASH CONTROLSEF� RELAY WASH CONTROLLER C1 Cl C1 4 C1 Alt - $Tj{IR BPt DRYBACKR00 ° E ° ° E502 o Al CI t03 umaeoaarreme seated and 59neamaavml or &on c former and is recaMee from somanns - 137 _ 1 BP210 11 A1E a mthe aocamemyuomgsre�mmprnrhe seaing ntffd,n 1 Xt Al Alpro ,onal n wddn9 m.almam amnemmlty of MDP - - - _ _ — he document Theseel pprossano altleuems 02 G2 G2 G2 G2 G2 G2 Ti gP2 O me seal and eipn,sr-ne mall not be lmble for n laebill a aurh diclry of any dlgltel or electronic seal o LIGHTING - � - - E r ry s«ma wnn n,anere me CONTROL r nos mar beam�alieama m mm manner. PANEL MDP4 �� EMPLOYEE TOILET sears RElAY4 MDP-3 .- -_---� 102 � REurz ISSUANCES G o Fl OG1 0 FI OWn118 d ConsWcSm LIGHTING FIXTURE SCHEDULE -_ F O REVISIONS �0 TYPE DESCRIPTION MOUNTING LAMP I BALLAST VOLT WATT MANUFACTURER CATALOG NUMBER FURNISHED BY NOTE ' N0. DATE DESCRIPTION Al 2104 LED TROFFER RECESSED LED LED DRIVER 120 V 36W CREE ZR2440L-40K-10V TOMMY A1E 214 LED TROFFER-EMERGENCY RECESSED LED LED DR VIER 120V 36W CREE ZR24.40L40K-1OV-EB14 TOMMY 1 B1 8'LED STRIP SUSPENDED LED LED DRIVER 120V 58W G&G LED WPX8-SO.50K-DIM-UVO TOMMY o F, o Fi B2 RILED STRIP SUSPENDED LED LED DRIVER 120V 29 W GSO LED WPX4�S0.50K-DIM-WO CONTRACTOR O 3 C1 LED HIGH BAY PENDANT LED LED DRIVER 277V 136 W CREE PKG304-5M-PD-06-E-UL-WH-70D-DIM TOMMY 5 CIA LED HIGH BAY PENDANT LED LED DRIVER 12DV 136 W CREE PKG-304.5M-PD-O6-E-UL-WH-7*DIM TOMMY FILE NUMBER 81310056PROJECT MANAGER S.MARKS E EMERGENCY-NEMI WALL ZT7V 36W LITHONIA INDX1236-W-LPOSVS CONTRACTOR Fl LED CANOPY LIGHT SURFACE LED LED DRIVER 277 V 114 W CREE CRUS SM SC LED SS CW UE WHIT TOMMYSOT TOMMY _ _ _ _ _ G1 IN-GRADE WALL WASH IN GRADE LED LED DRIVER 277 V 114 W CREE SFLL WF LED PL150 UE BRZ TOMMY -- -� DRAWN BY REK G2 IN-GRADE WALL WASH IN GRADE LED LED DRIVER 277 V 11 W LITHONIA OLBF-8.50K-DDB CONTRACTOR CHECKED BY SOT d T1 LED WALL PACK WALL LED LED DRIVER 277 V 48 W CREE SEC•EDG4M-WM-04E-UL-BZ-350 TOMMY o F1 o Fi X1 LED EXIT-GREEN LETTERS UNIVERSAL LED LFD DRIVER 120V 2W LITHONIA LE-S-W-I-G-WR CONTRACTOR I 12 WATERPROOF LED EXI IT-GREEN LETTERS UNIVERSAL LED LED DRIVER 120 V 2 W LITHONIA LV-S-W-1-12D1277-UM-CW CONTRACTOR gg GENERAL NOTES: Sy A. ALL LIGHTING FIXTURES ARE TO BE INSTALLED BY CONTRACTOR. O- _ 1'-0" LIGHTING PLANS' SUS I PLY WITH 10D LUMEN BATTERY PACK.SCHEDULE FIRST FLOOR LIGHTING32 1. SUP O = 2. SUPPLY WITH SENSOR KIT(OCCUPANCY B DAYLIGHT)OS1360WLK. 1I8' EL101 J 1 I I I 1 Distribution Panelboard: MDP Location:DRY BACKROOM 106 Volts:480Y/277 AI.C.Rating:42,000 AMPS SYMMETRICAL /1 Supply From: Phases:3 Mains Type:MCB W Mounting:SURFACE NEMA1 Wires:4 Mains Rating:600 A Enclosure:Type 1 MCB Rating:800 A Nobs: UTILITY OWNED TRANSFORMER W CONCRETE PAD AND PAD GROUNDING BY E.C. CT AND METER SOCKET CKT Circuit Description _ #MPolp Trip Rating Load Remarks �� v 1 WASH CONTROLLER 3 800 A 452771 VA i 2 T1-BPI,BP2,BP3 3 110 A 53013 VA /� 3 EXTERIOR LIGHTING(CONTROL THRU WASH CONTROLLER) 1 20A 1563 VA U s 9 G 4 WASH BAY LIGHTING(CONTROL THRU WASH CONTROLLER) 1 20 A 2320 VA ��(2 SETS)4#600KCMIL,111/0 G,4"C i 5 DEDICATED SITE LIGHTING(CONTROL THRU WASH CONTROLLER) 1 20 A 0 VA w 8 Spare 3 150 A 0 VA r — — — — _. — _. _. — — — — — — — — . MAIN DISTRIBUTION PANEL'MDP' 111weeseas s 7 SQUARED 3PH, BOOM Crg 8 SOUAREDI-LINE )3P800A C La 9 i 10 O 11 a i gg ` ? m ae( 12 13 O o 14 m m 15 L _ — — — _ _ — — SPARE 16 17 18 00 19 20 3#1,#6 G,I.ITC—— (2 SETS)4#MKCMIL,#110 G,4"C t 509867 VA 813 A CN Legend: 71' 75 KVA XFMR #2 480V-2V-208I720V _ Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 5748 VA 100.D0% 5748 VA ■s ■ Motor 27578 VA 100.00% 2757E VA Total Conn.Load:509667 VA ■a ■ Other 468721 VA 100.00% 468721 VA Total Est.Demand:509667 VA 4"0,#2 G,2-1/2"C Z Receptacle 7620 VA 100.00% 7620 VA Total Conn.:613 A (10 MAX) R Total Est.Demand:613 A I­ aes z 3P225A } Notes: I NLUo 1.AIC RATING IS BASED ON ASSUMED 300-KVA UTILITY TRANSFORMER WITH 1.4%%Z IMPEDANCE.VERIFY ACTUAL CONDITIONS WITH LOCAL UTILITY COMPANY AND PROVIDE PANEL 3P10DA 31P150A = Z WITH AIC RATING GREATER THAN AVAILABLE FAULT CORRECT. 4#2,#8 G,1-114"C 4102M,#6 G,2"C Q C PANEL'BP1' Ca.) O C 225A MCB } 5 w w 208YI120V,3PH,4W ` z � Os V Z 3P150LLI A O �MSHMI QUOTE:15334 PANEL'BP3' PANEL'BP2 VERSION NUMBER:04 1DOA MLO 150A MCB 208YI120V,3PH,4W 20SY1120V,3PH,4W ONE-LINE DIAGRAM NOT TO SCALE QQ�F4��OENSF G7�GF�9 L 1482 PANELBOARD:BPI PANELBOARD:BP2 PANELBOARD:BP3 ,oF1oP�Qy LOCATION:DRYBACKROCM106 PANEL TYPE LOCATION:FLIGHT DECK PANEL TYPE: LOCATION:STORAGE PANEL TYPE: O"'L'ID�Opit41 MOUNTING:SURFACE NEMAI VOLTAGE:20BY112OVI 3 a 14W MOUNTING:RECESSED NEMA1 VOLTAGE:208YI120V/3 ol4W MOUNTING:SURFACE NEMAI VOLTAGE:208Y/12DV/3oI4W FED FROM:Ti BUS AMPS:225 AMPS FED FROM:BPI BUS AMPS:200 AMPS FED FROM:BPI BUS AMPS:100 AMPS FEEDER:SEE ONE-LINE DIAGRAM MAIN DEVICE:225A MAIN CB FEEDER:SEE ONE-LINE DIAGRAM AWN DEVICE:150 A MAIN CB FEEDER:SEE ONE-LINE DIAGRAM MAIN DEVICE:100 A MLO e A.I.C.RATING:10,000 AMPS SYMMETRICAL A.I.C.RATING:10,000 AMPS SYMMETRICAL A.I.C.RATING:10,000 AMPS SYMMETRICAL If this dacam,t Is sealed and signed in a digital SPECIAL: SPECIAL: SPECIAL: or Nectranic fmmet end is re,emed Gam someone. other Then IN sealing pmtaesio,al identified in IN document,you must contact the sealing plot e..I...I In snidtg b validate euthanticity,of BI(R BKR 9qt 12D3 LTS RCPTS MMS OTHER BKR OTHER MTRS RCPTS LTS LTS RCPTS MI OTHER OTHER MTRSRCPTS LTS LTS RCPTS NfTRS OTHER BIOtOTHER MTRS RCPTS LTS Ina seala,dsynetureandsnailnotneHanlefor LOAD DESCRIPTION P AMP CIRCUIT AMP P LOAD DESCRIPTION LOAD DESCRIPTION P AMP CIRCUIT AMP P LOAD DESCRIPTION LOAD DESCRIPTION PCIRCUIT AMP P LOAD DESCRIPTION any lielandbility sgnatumandsoclated with h,llmtb,il the Receptacle-Entry Module 180 1 20A 1 ... 2 20A 2 1435 AC-21CU-2 AC-1A,AC-18,CU-1 3501 2 40A 1 ... 2 20A 1 180 Receptacle-Flight Deck 101 Receptacle 180 1 ... 2 20A 2 10.56 WBSF-1 andennciry of any eiis oreeclmnmeeal or Receptacle-POD 180 1 20 A 3 ... 4 - - 1435 - - 3601 - - 3 ... 4 20A 1 540 Receptacle-Flight Dck 101 Receptacle 540 1 ... 4 - - 1456 - elgnate,has not nee,vamamdi,his mannerReceptacle-Dry Backrcan 106 720 1 20A 5 ... 6 20A 1 180 P-Wtde-POD Eii 3500 1 40A 5 ... 6 20A 1 180 Receptacle-Toilet 102 Receptacle 360 1 ... 6 30A 1 25DO EIVH-2UH-1 1373 2 20A 7 ... 8 20A 1 560 Lighting ROLL-UP DOOR 1000 3 20A 7 ... 8 20A 1 528 EF-2 ROLL-UP DOOR 1000 3 ... 8 20A 1 528 EF-2,EF-3 ISSUANCES 1373 - - 9 ... 10 20A 1 290 Lighting-Dry Backrcom IWO - - 9 ... 1012DA 1 389 Lighting-Flight... - 1000 - ... 10 20A 1 Soo ECH-1 Receptacle-Dry Backroan 108 180 1 20 A 11 ... 12 20 A 1 180 Receptacle-Dry Bell rn 106 - 1000 - - 11 ... 12 1 360 Remptade-Lobby 201 - 1000 - ... 12 30A 1 2400 Mat WasherPemYta end CoretrucBon 174 1 20 A 13 ... 14 20 A 1 180 Receptacle-Dry Backroom 106 Receptacle-Flight Deck 101 1080 1 20A 13 ... 14 1 ISO EWC-Flight Deck 101 Spare 1 ... 14 30 A 1 2400 Mat Washer 101312018 Boiler SDO 1 20A 15 ... 16 20A 1 9B0 Signal Receptacle-Oft 203 540 1 20A 15 ... 16 1 120 Signal Spare 1 20A 15 ... 16 20A 1 Spare § Receptacle-POD 180 1 20A 17 �.. 18 20A 1 300 Street Signage Receptacle-Flight Deck 101 180 1 20A 17 ... 161 300 Signal Spare 1 20A 17 .., 18 20A 1 Spare REVISIONS EF-3 120 1 20 A 19 ... 20 20 A 2 562 UH-2 Receptacle-Flight Deck 101 380 1 20 A 19 ... 201 200 Auto Entry Spare 1 20 A 19 ... 20 20A 1 Spare NO, DATE DESCRIPTION o LighBng-Exteda Anent 180 1 20A 21 ... 22 - - 582 - Gate#1 150 1 20A 21 ... 22 1 200 Auto Entry Spare 1 20A 21 ... 22 20A 1 Spare Sign 1500 1 20 A 23 ... 24 20 A 1 272 Ughting-Vacuum Gets#2 150 1 20A 23 ... 24 1 180 Server-Flight Deck 101 Spare 1 20 A 23 ... 24 20 A 1 Spare Spare 1 20 A 25 .,, 28 20 A 1 Spare Gate#3 150 1 20 A 25 ... 26 1 600 Fri -Right Deck 101 Spare 1 20 A 25 ... 26 20 A 1 Spare Spare 1 20 A 27 ... 28 20 A 1 Spare Fridge Open Area 201 180 1 20A 27 ... 28 20 A 1 S00 ECH-1 Spare 1 20 A 27 ... 28 20 A 1 Spare Spare 1 20A Z9 ... 30 20A 1 Spare Door Bell 500 1 20A 29 ... 30 20A 2 1375 Al Spare 1 20A 29 ... 30 20A 1 Spare 3 Spare 1 20A 31 ... 32 20A 1 Spare Spare 1 20A 31 ... 32 -- - 1375 -- Spare 1 20A 31 ... 32 20A 1 Spare FILE NUMBER 8131OD56 Z Spare 1 20A 33 ... 34 20A 1 Spare Spare 1 20A 33 ... 34 20A 1 Spare Spare 1 20A 33 ... 34 20A 1 Spare PROJECT MANAGER S,MARKS ttiigtt Spare 1 20A 3 ... 36 20A 1 Spare Spare 1 20A 35 ... 36 20A t Spare Spare 1 20A 35 ... 36 20A 1 Spare PROFESSIONAL SDT BP2 0 2400 8404 350 3 150 A 37 ... 38 100 A 3 2100 2984 180 BP3 Spare 1 20 A 37 ... 38 20 A 1 Spare Spare 1 20 A 37 ... 38 20A 1 Spare DRAWN BY REK - 389 1260 5001 470 - - ... 40 - - 0 2958 540 - Spare 1 20A 39 ... 40 20A 1 Spare Spare 1 20A 39 ... 40 20A 1 Spare CHECKED BY SDT 0 900 2375 4450 - - 41 ... 42 - - 4900 1000 380 - Spare 1 20A 41 ... 42 20A 1 Spare Spare 1 20A 41 ... 42 1 20A 1 Spare d �R BB LOAD CLASSIFICATION CONNECTED DEMAND FACTOR CALCULATED PANEL TOTALS LOAD CLASSIFICATION CONNECTED DEMAND FACTOR CALCULATED PANEL TOTALS LOAD CLASSIFICATION CONNECTED DEMAND FACTOR CALCULATED PANEL TOTALS € g2 rp 1865 VA 100,00% 1865 VA Lighting 389 VA WOW% 389 VA Motor 8940 VA 100.00% 6940 VA ELECTRICAL Ly Ada 27578 VA 100,00% 27578 VA CONNECTED LOAD:53013 VA Moto 13779 VA 100.00% 13T19 VA CONNECTED LOAD:23998 VA Other 7300 VA 100.00% 7300 VA CONNECTED LOAD:1532D VA sW� Other 15950 VA 100.00% 15950 VA EST.DEMAND L. 53013 VA Other 5270 VA 100.00% 5270 VA EST.DEMAND LOAD:2399E VA a 1080VA 100.00% 1080 VA EST.DEMAND LOAD:1S=VA ONE-LINE g Receptacle 7620 VA 100A0% 7620 VA Receptacle 4560VA 100.00% 4580VA DIAGRAMS& CONNECTED CURRENT:147 A CONNECTED CURRENT:17 A CONNECTED CURRENT:43 A EST.DEMAND CURRENT:147A EST.DFAIIWD CURRENT:Sir EST.DEMAND CURRENT:/3A PANEL NOTES: NOTES` N0'�` SCHEDULES N I E501 I I 1 I J I 1 I LIGHTING CONTROL SYSTEM INFORMATION RELAY/DIMMING PANEL SCHEDULE Q 3 E PANEL TIME CLOCK OCCUPANCY SENSOR INDOOR PHOTOSENSOR OUTDOOR PNOTOSENSOR /1 ZONE# ZONE DESCRIPTION CIRCUIT DIMMING TYPE CONTROL? CONTROL? CONTROL? DAYLIGHT HARVESTING? CONTROL? l W 1 WASH BAY LIGHTING 0-lov Y N Y Y N 2 PAY CANOPY LIGHTING STEP Y ON FIXTURE N N Y ,1 V, E 17 3 EXTERIOR WALL PACKS — STEP - Y ON FIXTURE 5 PARKING LOT LIGHTING STEP V ON FIXTURE N N V / 4 FACADE FLOOD LIGHTING — Y N N N Y / /,� j I I N N Y / E- 8 SIGN - V N IN N Y l $ -7 VACUUM LIGHTING STEP Y N N N V D `J \ 8 SPARE 3-#12 THHN SWITCH STATION SCHEDULE \ 1 Ohp Dryer Motor#�� D F1a ,4) A 11 Dryer Motor#2 3-#12 THHN SWITCH w STATION __ BUTTON DESCRIPTION BUTTON# FUNCTION ZONES CONIrtouED w N 1 Ohp Dryer Motor#3 3'#12 THHN SS1 WASH BAY LIGHTING RAISE _ 1 _ RAISE 1 w WASH BAY LIGHTING LOWER 2 LOWER 1 q FLIGHT DECK ELEVATION 1 r� FLIGHT DECK ELEVATION 2 FLIGHT DECK ELEVATION 3 w J L w 10hp Dryer Motor#4 3-#12 THHN _ WASH BAY LIGHTING OWOFF _ 3 _ TOGGLE 1 EP101 il4'=1'-0' EP101 1/4"=1'-0" EP101 1/4'=1'-0' -'- SS2 PAY CANOPY LIGHTING ON/OFF 1 TOGGLE _ 2ar- r g�@ 10hp Dryer Motor#5 3-#12 THHN EXTERIOR WALL PACKS OWOFF _ 2 TOGGLE 3 O C� _ FACADE FLOOD LIGHTS OWOFF 3 TOGGLE 4 a i _10hp Dryer Motor#6 3-#12 THHN P rY PARKING LOT LIGHTING ON/OFF 4 SCENE SELECTION 5 3-#12 THHN SIGNS ON/OFF 5 SCENE SELECTION 6 #12/3 SO CARD& 10hp Dryer #7 NOTES: CL WATER TIGHT 3-#12 THHN 1.LIGHTING CONTROL SYSTEM TO BE CRESTRON#GLPAC-DIMFLV8. FITTINGS n m 10hp Dryer Mofor� STAINLESS STEEL — 2.PROVIDE ONE INTERIOR PHOTOSENSOR TO BE LOCATED ABOVE PRIMARY DAVLIT AREA FOR DAYLIGHT HARVESTING CONTROL. HOOK FITTING10hp Dryer MOtOr#B 3-#12 THHN 3.PROVIDE ONE EXTERIOR PHOTOSENSOR TO BE LOCATED OUTSIDE FACING NORTH FOR EXTERIOR LIGHTING CONTROL. 4.SWITCH STATIONS TO BE DECORA TYPE. 1YY STAINLESS STEEL 00 iOhp Dryer Motor 3-#12 THHN 5.COORDINATE ALL TIME SCHEDULES WITH OWNER.SCHEDULES TO MEET REQUIREMENTS OF FLORIDA ENERGRY CODE. CONDUIT STEM-16'LONG - S.PROVIDE FACTORY PROGRAMMING AND START-UP SERVICES. r 10hp Dryer Motor#11 3-#12 THHN O FIXTURE TYPE C1 1 Ohp Dryer Motor#12 10hp Dryer Motor#13 #12 N _. 10hp Dryer Motor 3"#12THHN • ■ O I. ,I„„ �- 1-„m;;- -I�„,„,,,-I EdgeX Router @__LC1 SLIGHTING FIXTURE MOUN 41NGDETAIL`PO S Cab'IneQ ■. ■ 10hp Dryer Motor#15 3-#12 THHN • . ■W Z. 3-#12 THHN /� 10hp Dryer Motor#16 � � � � � � � Cal W � 2 3-#12 THHN �f 3-#18 THHN _f Ent Door Photo Eye,Receiver I-- \/ _ 10hp Dryer Motor#17 _] "" >_ /\ ���/�/�/ �f 3-#18 THHN Exit Door Photo Eye,Receiver N UU 3 1 Ohp Dryer Motor#18 3•#12 THHN /f//�/IA I - -- = a CAR WASH M� O • • • • 3.#18 THHN Gate Photo Eye,Receiver -- Q /A } 2hp Heated Dryer Motor#1 Tunnel Disconnect Panel W720v Control Circulb ?� IL 3-#12 THHN 2-#18 THHN Gate Photo Eye,Emitter - r 2Des,3-#12 THHN // ♦� ;g�S 3-#12 THHN J MCF-720v Controller g-#12 THHN V dd 2hp Heated Dryer Motor#2 _2ea,3-#12 THHN w/gnd A-120v Output 3-#18 THHN Truck Photo Eye,Receiver Q G lea,3-#8 THHN w/gnd •vinM� () o- ?.Shp Dryer Hugger Motor#1 - 3-1112 THHN wlgnd B 120v Output 5 _ - 3-#12 THHN wlgnd C 120v Output CAR wASHSSlEMS 2-#18 THHN Truck Photo Eye,Emitter ` 1.5hp Dryer Hugger Motor#2 - -- _ _ O O LL 20hp Conveyor Drive Motor 3-#8 THHN w/gnd -` --- " - 1 Tire Sensor P.Eye,Receiver U Z 8-1F'18 THHN Control Wires C10hp Hydraulic Pump Motor#i 1i/3•#12 THHN 3-#18 THHN — 0 U —-- � I Tire Sensor P.Eye,Emitter _� /� 3-#12 THHN Pulse Prox Switch .� r�/�■/■/� 1Ohp Hydraulic Pump Motor#2 -- ��_-. 3-#18 THHN ,v/Il/Il 3-#12 THHN _ 3-#18 THHN Vehicle Detector Sensor Shp Reclalm Circulation Pump ��- -- -- - ----- - -� CARWg5H5Y17EM5 Shp Reclaim Delivery Pump -1A 3--#12 THHN _ _ _ QUOTE:15334 2hp Tire Gloss Pump 3-#12 THHN 2- 1 Anti Collision Sensor Emitter VERSION NUMBER:04 2•#18 THHN 3-#18 THHN -L Anti Collision Sensor,Receiver �yd Pump#1 Low Oil Switch �— - �. - CHyd Pump 42 Low Oil Switch 2-#18 THHN [Reject Tank Low Water Switch 2-#18 THHN _ -- Manual Pushbutton Stations g E C 2-#18THHN - 17-#18 THHN POS Interface •'"" ""^^`�•�°'""` _ pF�S`OENS N6� [RO Tank Low Water Switch All In One Pressure Pump Station - - - 6-#18 THHN 15h High Pressure PUMP#1 3-#10 THHN w/gnd - -HH-N - ■. P 9 P 3-�� #12 THHN "' ■ ■ ■ ■ '� 1482 - 5hp Reclaim Circ Pump - En LED [HP Pressure Transducer 2-#18 THHN L3hp Reclaim Deliv Pump i/3-#12 THHN -_._____ (03 Cebtinet) • ■ O U 1� Q� Shp RO System Pump 3-#12 THHN _ --------- 10�I�IQ 3-#10 THHN wlgnd 3-#12 THHN ` LED Display Power-120 vac CShp High-pressure,Pump#2 2hp RO Repress Pump � - rHP Pressure Transducer#2 2-#18 THHN I Spot Free Rinse System 3-#12 THHN _ LEDPCPower-er-vac umia man sealed end sgnee nadglgl -" - 3-#12 THHN VC Speaker Power•120 vac _ Reclaim System P� 3-#12 THHN y _ or electron c banal and.s rane vas tram somm L7.5hp High Pressure BW Pump - ---- ether man the seelinggrofessbnal iaeMinedinM z -- 15-#18 THHN the dim-let,you meat intact the ssarng [BW Pump Pressure SW 2-#18 THHN Start/Stop StetbM processional in writing to.alidate authenticity of Mein Power Supply 15-#18 THHN the aonamam.The sealing pmhssional a'edalms 480 VAC 3ph 60hz 15-#18 THHN + the seal and signature and shall not be liable for Chp HP Booster Pump; 3-#12 THHN _ 3 wire w/GND s $ Provide 800 Amp Circuit with Fuse or 8-#18 THHN sq liability ass ociatedof aouNe aith nwhare the Chp HP Booster PumplK2 3-#12 THHN Breaker Protection 6-#18THHN emnenlicihe.hot een,oraled 1.ths-no 1 h tbean velidemd in this manner. C5hp HP Grundfos Pump 3-#12 THHN Roof Ve 1.nt 3-#12 THHN ISSUANCES Permits and Construction [Grundfos Run Signal#1 2-#18 THHN 2-#14 THHN 1013I2018 I 2-#14THHN Chemical POD REVISIONS Supplied Cable 4-#18 Shielded Eurofast Cable Set 1 - PlEntrance Module Speaker N0. DATE DESCRIPTION Eurofast Cable Sat 2 Supplied Cable presoak Arch LED-24vDC 2-#14 THHN Reclaim System Signal-120vac �2-#14THHN _ --_��- -- - Supplied Cable - - 2-#14 THHN Eurofast Cable Set 3 Flre LavaBr LED-24vDC Spot Free Rinse Signal-120vac �Supplied Cable 2-#14 THHN FILE NUMBER 81310056 Eurofast Cable Set 4- Rainbow Arch LED-24v DC RELAX/GO Exit Light-24vdc 2-#14 THHN _ PROJECT MANAGER S.MARKS Supplied Cable Eurofast Cable Set 5 Hot Wax Arch LED-24v DC EMrence Bey Door Control 4-#'18 THHN PROFESSIONAL SLIT Supplied Cable 2-#14 THHN Dry Switch 2-#14 THHN REK DRAWN Eurofast Cable Se[6 [-Hot Wax Bar LED-24v DC Interior Lights-120 vac CHECKEDD BY SLIT a _ 2-#14 THHN D Switch 2-#14 THHN d 2-#14 THHN Dry - Exterior Lights-120 vac m Turde Wax ICE Arch LED-24v DC EXK B Door Control 4-#18 THHN �- - \ Outdoor Slgnage-120 vac y h 3 Free Rne Arch LED-24v DC p z a ENTRANCE EXIT 8 CONTROL CONTROL Main Dlet Panel 2-#14 THHN TOMMY CONTROLLER 1 SCHEMATIC 3-#18THHN 2-#14THHN NOT TO SCALE DETAILS � 3-#18 THHN E502 1 I I I I I J I I 1 I CONDUIT GENERAL NOTES A, ELECTRICAL CONDUIT SHALL NOT BE RUN WITHIN POD TRENCH.ONLY EXCEPTION BEING CONDUIT STUBS AND CONNECTIONS TO EQUIPMENT COMING THROUGH SIDE w WALL OF POD TRENCH. TW V $ W $ u - � iR Q) E V w O o ¢ i m \i a .- W r O N a. N W z � aW Z X y W (4)1-C.TO VACUUMS FROM Z VACUUM CONTROLLER Q //1 v, W 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1O CIVIL ORLOCATIONS) O ATURES(SE Q 5 C)C)— Q U G O z� UJ BP3O C.FROM ENTRANCE 1 Of DOOR CONTROLLER TO DOO OU Z WASH CONTROLLER — (1)1'C.TO DOOR CONTROLLER I O � w FROM BP3 L /� _ _ (1)2'C.FROM WASH CONTROLLER FOR CONVEYOR PANEL b, (1)2'C.FROM WASH CONTROLLER FOR CONTROLS M (1)1"C.FROM DOOR TO 1)V C.TO ENTRANCE DOOR I a (1),1"C.FROM WASH CONTROLLER FOR SPARE (1)1-C.FROM DRIVERS SIDE ENTRANCE MODULE TO H - -DOOR CONTROLLER DOOR CONTROLLER C U WA:15334 EMS �Y PASSENGERS SIDE ENTRANCE MODULE.(ROUTE_ \ _-_-,_ O"C.FROM CONTROLLER TO QUOTE:15334 (B.3CONTROLLER FROM WASH_ — _ --. ______. __._ __ — _ — — — _ \CONTROLLER r _..-.. AROUND PIT-CONDUIT MUST LAND IN EXACT LOCATION VERSION NUMBER:04 (1)1-C.TO DOOR CONTROLLER AND MUST BE STUBBED UP BEHIND ENTRANCE WALL.)— FROM DOOR r; - N (1)V C FROM WASH CONTROLLER TO (1)1-C.PVC FROM WASH CONTROLLER TO (1)1-C.FROM DOOR TO - CHEMICAL POD PROVIDE TAT ENTRANCE MODULE DOOR CONTROLLER �Sg10NAL E} / ya MAINTENANCE POD(ROUTE IN TRENCH) (1)1.V C FROM WASH CONTROLLER TO B.7 — i — — 1)2'C.FROM WASH CONTROLLER TO — ENTRANCE MODULE-._- I _ _ _ CHEMICAL POD(ROUTE IN TRENCH) (2)2-C.FROM POD CHASEWAY (i)4 C FROM TOMMY WASH EQUIPMENT TO CONVEYOR PIT SIDE WALL L I 14825 FOR TIRE SHINE HOSES-- — , (111'G TOM POSO R PATH CONTROLLER= — F — CA �AV p 1'C1 �p/I IIB (1)1"0.T0'RELAX/GO LIGHT MAINTENANCE POD I CHEMICAL POD CABINET TO ENTRANCE I I I I S7U&UP CLEARANCE.FROM WASH CONTROLLER(SEE POD TRENCH MODULE OPENING 12'WIDE CENTERED ON COLUMN E - CIVIL FOR LOCATION) 8�'4. BY 30"LONG FROM EDGE OF COLUMN 3 \ ' III hm decumenl is sealed an 1'•0' �D.5 �P 8-p 10-8 (1)X'C.FROM IT CABINET i ASH CONTROLLER BPI - ]MI .. - _____� TO d gad' dgml in I — ----- ---- ---- _ _-- --- - ._ I.. oreleoo format d eeh 31"C FROM WASH (ROUTE IN TRENCH) CONTROLLER other mio Ma I'gp ros a gfi0(1)1"C.FROM BP1 TO MAINTENANCE POD — _ _ - -- _ IN deco I y t tactlhe ling promsso I' l gro Id l th (dy f (41 V C.AND(1)1 5"C.FROM WASH (1)1-C.FROM WASH CONTROLLER TO I� _ _ _O the docu L Th I'g v fens onal dsscla ms a O (1)1-C.FOR LAST CHAMBER OF THE FINAL TANK FOR THE FLOAT. R TO POS CABINET PCs FLIGHT DECK _�— E the sealant g m d hallnot be fable for CONTROLLER TO BPI TERMINATE IN TANK WITH NEMA 4X BOX.(4)#16 AWG WIRES TO MANUAL) f a B any lulblhtyassociatedwhait,ld—the RETURN. POS CABINET euthengcity of any diglml or electronic seal m 62 (1)1-PVC UNDER FLOW LINE.RETURN TO CATCH BASIN OR TO FIRST (2)1-C.(POWER)FROM WASH CONTROLLER FOR signature has not been eelidemd in mis mann.r. INCOMING RECLAIM TANK. HYDRAULICS(ROUTE BELOW SLAB) (1)SENS C.ING NG LOOP GATE (1)V PVC RECIRCULATION LINE.RETURN TO SECOND CHAMBER OF (1)1-C.(CONTROL)FROM WASH CONTROLLER I TO SENSING LOOP ISSUANCES FIRST INCOMING RECLAIM TANK. FOR HYDRAULICS(ROUTE BELOW SLAB) (1) FROM FROM IT (1)1'C.FROM(LIGHT Permit and Calstructlpn (2)3'SUCTION LINES.(11-1/4'OFF OF WALL WILL ALIGN PLUMBING UP CABINET TO CAMERAS TOWARD PUMP WITH FRAME PLACED 1"OFF OF WALL.) DECK TO GATE 10=18 1/2'C.FROM GATE — �0 L� _ _ To sENSING Loop- F REVISIONS I q (1)1.5'C. NO. DATE DESCRIPTION go FROM POS I (1)1'C.FROM S CABINETT� POS 701SLAND (1)1'C.FROM GATE ARM SIGNAGE (FUTURE) TO APPROVED/GO LIGHT u5 O 1 (1)1-C.FROM FLIGHT y j (1)1'C.FROM DECK TO GATE 1 (1)1/2'C.FROM GATE FILE NUMBER 81310056 E C 5 POS TO FROM J (FUTURE) TO SENSING LOOP I PROJECT MANAGER S.MARKS 1 PROFESSIONAL SOT j DRAWN BY REK (1)1'C.FROM FROM IT (1)1.S C.FROM (1)V C.FROM GATE ARM CHECKED BY SOT CABINET TO CAMERAS POS CABINET TO ay TO APPROVED/GO LIGHT >r to SIGNAGE A REFER701 FOR DIMENSIONS f � L— --———————— — —� FIRST FLOOR UNDERGROUND CONDUIT PLAN UNDERGROUND CONDUIT PLAN I I I I EQ101 J 1 1 I 1 I 15 14 1 - ---- ®.2 lm I M ® - 71Z�61: ® ® V (3 Lp QO J' w COORDINATE EXACT LOCATION OF w STREET SIGN WITH CIVIL DRAWINGS O SECOND FLOOR EQUIPMENT CONNECTION PLAN C E O � z ¢ w o—i m � f CLa m ® ,T COORDINATE SITE LIGHTING WITH CIVIL DRAWINGS 00 O_ N Q O - w - � - - w z GD GD vX 62 62 N _. (ID 62 62 _. -- __-.-.. W O '.i 60 _ AI ® , 1 -- 136 136 � TT - — 7 V ` LL C3 p— 1 - Z� O 0 tL �TYP-THROUGH -- � - pZ OUT WASH BAY _ .. — ._ — d _ _ _ 4 1 --'TRACK BED SEN30R _—__ 111 ATE SENSOR TIRE SENSOR nwwv 20up UZI Mir TRUCK BED SENSOR(PART — - ! F ELECTRIC CONTROL KIT) CARW4SFISl'S7M QUOTE:15334 O F - I,-- — _ T-- ® PULSE SENSOR(P — STARTISTOP 3TATION VERSION NUMBER:04 L _ _ ART OF OO 13 (3D Q I -- ELECTRIC CONTROL KIT) GATE SENSOR(PART OF i - M148 l _T - P _ STARTISTOP ELECTRIC CONTROL 4 3 2 1 © r -� — — — — — _—— T- - -- _ — --- START/STO — TIRE RECEIVER(PART OF IIII _ _ OF��GENSF r'�?F. 1 25 -j. •,!. "'""t ELECTRICCONTROLKIT) 1 _ - — — — — - ,r CA 4Q O F O L :i�_ START I STOP 11 ® O W T LOON BELOW 1482$ CM 14 ® --i ® A F`OO VID-1 � �LLir I = E it Nis—maul's sealed andsigned in,digital ar elaro-°mr tarmac ana is received from soma°.. th,,than ..ami ideal in y n°teseiame InsTh.selling llaete.e 1di at ®� Theo.nali yoamesl c°ndarl Neseeling ® ® 3.2 1.8 Nraa.emanr masaalmg r,mreeeinnalail L5 —J Na seal and sgme ana shall rat he liable for airy lubllity ass°ciefod with it whom the o SECOND F OOR EQUIPMENT CONNECTION °ghendri he. t been °'° In this siothmn has not baen val'dated In Nis manner. 1 ISSUANCES j Permits and Canst-lion ®I ® ® REFER TO POINT OF SALE 1013r2018 u4J MANUAL PROVIDED BY OWNER I I y p REVISIONS 8 N0. DATE DESCRIPTION 3" I y ® I I I & ® ® � � I I FILE NUMBER 81310058 PROJECT MANAGER S.MARKS PROFESSIONAL SOT ❑ 3.2 1.8 DRAWN BY REK CHECKED BY SDT i �a O FIRST FLOOR EQUIPMENT CONNECTION PLAN EQUIPMENT CONNECTION PLAN EQ102 J I 1 I I I TAG ITEM# ITEM NAME LOCATION INSTALLED... � WIRED BY HP PH VOLTA...AMPS EC NOTES OTHER NOTES TAG ITEM# ITEM NAME LOCATION INSTALLED... CTY WIRED BY HP PH VOLTA...AMPS EC NOTES OTHER NOTES ELECTRICAL EQUIPMENT SCHEDULE Verify HP/Amps depends on length. Channel letter sign"Car Wash Signage Dual Transporter 30"belt(Base Wire electric drive motor in When using 208V motor will be 114 TT-CL-CWE Entrance"14" Pay Station Installers 1 EC 1 120 2 Mount and Wire 1 E-C-DB-201 Price) Wash Bay Installers 1 EC 10/15/20 3 230/480 21 pit 230V. Signage Q) entrance module drivers side Wash Bay 2 power cirucits,push button 115 TT-CL-C-TX Channel letter sign"Cashier"10" Wash Eave Installer 1 EC 1 120 Mount and Wire V 3 E-EM-101-K tower assembly Entrance Installers 1 EC 1 120 6 station Channel letter Sign"APP"10"w/ Signage ^_ 4 P-LED-3001 Flex Light Plus 8'Red Light Strip Was Bay Installers 4 EC 1 24 0.25 Wire transformer to light Wired overhead thru ladder rack. 116 TT-CL-TXAPP Tommy Express icon Wash Eave Installer 2 EC 1 120 Mount and Wire W 5 E-F-ICETD Tommy Guard Teardrop Arch Wash Bay Installers 1 EC 1 24 0.25 Wired overhead thru ladder... 24V transformer in backroom. 7 P-LED-3000 Flex Light Plus 8'Yellow Light... Wash Bay Installers 2 EC 1 24 0.5 Wire transformer to light Wired overhead thru ladder rack. Channel letter sign"Car Wash" Signage 117 TT-CL-CW-24 24" Wash Eave Installer 2 EC 1 120 LED,wire through gutter boxLP �— Blower Producer 10 h.p.Red Wire blower motors to Wash Use Disconnect Cabinet and refer to 8 E-B-BP-10-Red plastic housing Wash Bay Installers 18 EC 10 3 208/480 14 Controller site excellence checklist. Black Oval Sign"Tommy's Local Sign 118 TX-S-OUT-LO-8CW Express"8'w/Car Wash End Wall Installer 2 JEC 1 120 Mount and Wire A z W w Control Wire to Black Oval Sign"Tommy's Local Sign Controller/Wire motor/Wire 119 TX-S-OUT-LO-9 Express"9'Wide Tower Installer 3 EC 1 120 Mount and Wire w g Solaronics heated Blower 2 hp thermostat/Wire Air flow Cr SA E-B-HB-950-2-480 480v Wash Bay Installers 2 EC 2 3 480 4 sensors Street Sign-Tommy's Express Local Sign < w 220 TX-S-OUT-SS w/o Readerboard Street Installer 1 EC 1 120 Mount and Wire O 121 E-LED-SIGN-44 LED Readerboard sign 10mm... Street Sign Installer 2 EC 1 120 Mount and Wire �... o9 E-5E-1005-2 "Relax/Go LED Light Stand Outside Exit Installers 1 EC 1 120 19 Wire LED lights Green-7.2A,Yellow-11.3A 122 GGLED-GG-ARCH-6-RED G&G LED 6'Red Light Bar Was Bay Installers 12 IEC 1 120 277 Wire a m Single hydraulic power unit for Hot Wax and Shine Kit w/Rain Bar Wire led lights and 123 P-SE-2117-K tire gloss 2ph Backroom Installers 1 �EC 2 3 208/480 3.4 Wire to motor starter 13 E-HW-204 app. Wash Bay Installers 1 EC 1 24 2 transformer Wire overhead thru ladder rack 124 CCS-GCS-618617605 Guardian Wash Control System 1 All wiring see ccs packet 125 CCS-MCC-209 MCCI 1 All wiring see ccs packet r 120V receptacle,start-stop, 126 46033 Was Controller 1 All wiring see ccs packet O 14 E-SE-POD-20-K POD system 9'20 function Wash Bay Installers 1 EC 1 120 and Turck wires onboard to... 127 CCS-MCC-309 MCC2 1 AI wiring see ccs packet N 16 E-P-RHL 'FIRE"Red Hot Lava Applicator... Wash Bay Installers 1 EC 1 24 1 Wire LED light bars Wired overhead thru ladder rack. 20HP 480 Belt Conveyor Backup Drying reverse hugger kit-cloth Blower Wire both drive motors from 128 CCS-20-480-BU-A Starter MCC Pre-Installed 1 EC 20 480 '^ 20 E-B2009-NC-K sold seperately Room Installers 1 EC 1.5 3 208/480 3 MCC,use ladder rack. 129 CCS-MCC-409 MCC3 1 v'^/ Atlas Copco Rotary Screw Air All wiring don eby electrician/ W 21 E-SE-AIR-75-K Compressor 7.5 HP w/53 gal.Kit Backroom Installers 2 EC 7.5 3 208/480 it Cable size 10awg All pneumatic plumbing by installers Tommy Reverse Osmosis RO all incoming water to the unit C w/ Z 130 E-SE-RO-2003 24,000 GPD Backroom Installer 1 EC by plumber. Shp and 1.5hp... M LL of All-in-one high pressure pump 3,5,7.5, Wire all motors and solenoid H z 25 IE-SE-HP-480 station-480V Backroom Installers 1 EC 115,15 3 1480 valves Rinnai On Demand Water heater Plumb copper line from hot water } X 131 E-SE-HW-796 System Backroom Plumber 1 EC Cn See cut sheet heater to the all in one pup station U) LU3 400 gallon upright rectangle RO Wire high and low level 132 E-SE-2027-K Reclaim System Circulation... Backroom Installer 1 EC 5 3 208/480 5.8 Wire from MCC = o 28 RO-40OWST-A water tank assembly Mezzanine Installers 1 EC 24 sensors U) (�] Mount/wire and plumb unit. `T' 400 gallon upright rectangle Low leverl float switch- Water Softener 156 Gallon Per Only place to use soft water is 133 PROPAK-WS3FC200-NXT Minute-triple Backroom Plumber 1 EC 1 120 the all in one pump 29 RO-40ORST-A reject water tank assembly Mezzanine Installers 1 EC 24 terminate in Wash Controller Q LL 42 E-SE-POD-MAINT Maintenance&Cleaning POD Wash Bay Installers 1 EC 1 120 120v GFI outlet wired on pod V CC 0 9 Blast Gate Air Control Panel w/5 Pull included cable to > G z J Backroom/ Wir electric motor to MCC, 134 P-SE-2035 functions Backroom Installers 1 EC 1 120 controller and terminate O o � �Z 52 �E-SE-2003 4 Bank Hydraulic Unit Wash Bay Installers 2 �EC �10 3 208/480 14 lowe level switch to controller 0 L Polk Audio Waterproof speaker Vacuum Electrician or GC to pull Semi-Central Vacuum Producer Wire from motor starter or 135 P-VAC-240 for vacuum Stanchions Stantion Installers 18 EC speaker wire and wire to IT... Installers only mount them. // 60 E-VAC-SC-101-K Kit w/piping kit Vacuums Installers 4 EC 15 3 208/480 VFD to pump HP depends on if VFD ramp up Single drop vendor w/credit card Vacuum Electrician to wire these and romw "Push to start"vacuum push Wire to timer start inside 136 E-VAC-399X only vending machine Area Installers 18 EC provide transformer CARl4f4WSI`5f�1A5 QUOTE:15334 61 E-VAC-209 button kit Vacuums Installers 18 EC dome Rhino Mat Wash and Dry w/Push VERSION NUMBER:04 137 E-DET-205-RHM-SS-R Button Start-Red Outside GC 2 EC 1 120 Electrician to do all the wiring.Plumber to plumb the drain 12"LED round indicator light 138 P-SE-C2025-K Push Button Station-Gate... Pay Window EC 1 EC Wire 21 buttons Refer to CCS packet 62 P-LED-RND-R-110 (bulb)-red 120V Vacuums Installers 36 JEC 1 120 6.2 Wire lights on top of vacuums GC to mount gates and TONAL E Flashing Slim LED Arrow/X Pay Station X-Arrow over each lane,toggle Electrician wire gates/ oF� ENSFO�y'°F 78 TSS-TR120XS Traffic fixture Canopy EC 3 EC 1 120 Mount and Wire switches inside 139 46037 Point of Sales System Assembly 1 hercules sensor and approv... 4Q y 9 CCS-PR-26-50 EMX Lite Preformed Loop-50 ft POS Area GC 3 EC 14825 Cashiewr Provide 8 outlets on side of m v Airlift XRS Roll Up Door 13'S"x 140 POS-CL-K Cashier Lane Point of Sale kit Window Electrician 11 EC 1 1 120 4 1 POS cabinet 4 iPads,drawer,receit printer OF LOP�Qy 100 AIRLIFT-XRS-I3.SX30-R 10'-Red End Walls Contractor 2 EC 3 208/480 141 POS-WC-2017 Tommy Point of Sale Gate... POS Area GC EC 3 EC I Mount and wire gates,loops OAVID�O 1013�18 Building Wire motor to controller Mount/wire cameras,Gate 101 TT-ROOFVENT Automatic roof vent system Wash Bay Installers 1 EC 1 1 120 2 output 142 POS-WC-3LANE-K 3 Lane LPR Kit POS Installers 1 EC 1 120 Controller dighal 102 P-LED-4000 Interior LED bay light-Cree... Wish Bay EC 20 EC 1 120-277 Mount and wire bay lights Installed and wired by EC groedoo"memtaaandI,radelgneameoneo 143 E-VAC-221-K 5 Stainless Bollardsw UHMW... 1 or electronic rormatene ie recanad from someone the,the,tpe sealing proresnionai A.nueed in the document,you must contea the sealing Direct mount canopy fixture, Pay Station Reznor Unit heater UDAS Storage Wire 120 from BP and wire professional in wilingto,ardeteauthemicityof discishme 103 P-LED-1023-K 122w,flat lens white Canopy EC 6 EC 1 120 Wire light madocumd grau,rTh—andshril not roneiiablefor (white) PY canopy S 144 REZNOR-UDAS 400 4000,000 BTU Tower HVAC 1 EC 1/2 1 120 it thermostat me eelandes.ciIWthit ll..the liable for $� 145 REZNOR-UDBP-400 ReznorUDBP400,000-208V1ph Dry... HVAC 1 EC 5 3 480 13 Power to Unit Heater eumanfid di tal-souroieeaalar G&G WPX series wet location Moreton has not een validated in Ihie manner. 104 GGLED-WPXS tube light-8' Backroom EC 8 EC 1 1120 transformer included Blower Room Service Indicator Blower Wir epower to TV and CATS 105 GGLED-JMP-2 WPX jumper cable 2' Backroom EC 8 EC 120-277 jumper wires for EC to use 146 E-SE-1010-K TV Kit Room Installers 1 EC 1 120 2 on blower arch ISSUANCES Permits and Construction ®a G&G LED WPX transformer 600 Blower Mount above stainless steel 103n018 3& 106 GGLED-WPX-600 watt waterproof Backroom EC 2 EC 1 120 Mount and wire 147 P-LED-1025 24'Length Light Strip(RED) Room EC 1 EC 24 mirror h REVISIONS Wire for electrican to wire NO DATE DESCRIPTION a 107 GGLED-LDR-8 8'WPX leader cable Backroom EC 2 EC 1 1120-277 lights to transformer 2'x4'LED troffer Cree brand- h 108 P-LED-ZR24-EB with emerg.Backup Office Area EC 4 IEC 1 120-2771 Mount and Wire 5 FILE NUMBER 8131OD56 PROJECT MANAGER S.MARKS 2'x4'LED troffer Cree brand PROFESSIONAL sDT 109 P P-LED-ZR24-SF standard fixture Office Area EC 7 EC 1 120-277 Mount and Wire DRAWNBY REK ;0 CHECKED BY SOT A LED parking lot light-Triple head it 110 E-LED-203-K w/pole Parking Lot EC 10 EC 1 Mount and Wire € ill P-LED-4008 Uplight LED edge flood,w adj.... Parking Lot EC 3 EC 1 120-277 525... Mount and Wire 112 P-LED-4005 Wall pack LED light Man Doors EC 5 EC 1 120-277 700... Mount and Wire Backroom s2 113 P-LED-4013 Red LED Light Band Ext.32' lExterior GC 1 EC Mount and Wire EQUIPMENT SCHEDULE I I I I I EQ103 J I I 1 I I _ TW V I-- I II II II II II I '. II II II II II II II I I I I II II II II II I I �� m _. L 6 REAKER POS CABINET IT CABINET 1 PANEL 0 w 2-9'� II ily-5" 10'-911 O N 4 DRIVER SIDE CAMERA I I 00 F t GATE ARM O � I I GATE SENSING LOOP tS � N '^ I HERCULES SENSOR (CANOPY MOUNTED) f A DUAL DRIVER l PASSENGER 1'-P T-6' ro W `SIDE CAMERA - ---- (n z O �-j o- Lu CD — — — — — — — — — — — -I -- -. M N — X v=i in w z I F APPROVED GO LIGHT I 2 Z GATE ARM I Illv' > I I I wZ t C o I I I -GATE SENSING LOOP Uc H 1 1 w0� HERCULES SENSOR (CANOPY MOUNTED) ` w Z� ~ O OZ_ 1'-0" 7'6" to 3'-2" 1 1'-11112"2'-4112" DUAL DRIVER!PASSENGER SIDE CAMERA r Ill Ll -- - T��WASH��% I i I _ caR I � APPROVED GO LIGHT I '�, QUOTE:15334 GATE ARM VERSION NUMBER:04 I I 1 1 1? I GATE SENSING LOOP _ N I locate 6'beyond gale and b °p I center2iithinthe I corresponding lane.The lead a SSwNAL mu F st run to the gate that the HERCULES SENSOR p�-�pENSF loop is wntrdling. @ b On I (CANOPY MOUNTED) 1 I 0'-6" 2'-0" m 14825 PASSENGER SIDE CAMERA � L ——— AVID SNO{e�t�l8 2'-1011Y 19'-711Y 15'-01 - ' XXX If this document Is sealed end slgnee in z dyllal 47-0" or electronic format and is.—.d from someone m other than the sealing pmfasabnal idantiIi d in he m� Iha eooumen[Tha aaz"n profs pal disclaims pmfesaional m wring to validate authenticity of 1 TOMMY POS DETAIL dpm the seal one signanra one shall hat be liable far eny Ilabllly associated with It where the 1l4"•1'd aatheaualry of any drelnl or eleoeon'a;seal or signature has not been vallealad In this manner. ISSUANCES Permits and Construction 1013/2016 h REVISIONS N0. DATE DESCRIPTION wg 3 FILE NUMBER /1310066 5 PROFESSIONAL SDT PROJECT NIANAGER S MARKS DRAWN BY REK y CHECKED BY SOT TOMMY POS DETAILS EQ104