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DRAWINGSLOCATION MAP HO ?AE SC IA J JAC N DATE: 1 ISA TA 0p, CITY ON eIN aT G SO I 2 NASSAU ILTON PLAN LWDD MODIFICATION COMMENTS J ))) c 3 ISDN PER CITY - BaY ALt10lJ LEON �AKULLA JE ON .' SUWANNEE BAKER 1 :( LIB Ril' rTA R LUMBIA UNION Ulf FRAN . N -'ter AYETfE � BRADF RD6 v� o 1 ST JOHN yPU 03 ILCHRI AIACHUS U DIXIE FlAGLER MAR10 VO! -U" CITRU E `� SEt�q .SUMTE o� e a HE"RNANDO , ARAN E .. PASCO' d I BROUGH' $LEOLA 4 Fm e BR L PLKa fQi f c N R MP,�AT� •71AF:� E I p } KEEC OGEE T. LL CICS SARASO A y E SOT \ TIN CHARLOTTE LEE NDRYz _- V COLO �R B ;1 t� I N E Y DAD SITE 0 -7777777, PROJECT DIRECTORY OWNER: STORAGE QUEST APOLLO BEACH, LP 132 WEST PLANT STREET WINTER GARDEN, FL 34787 (407) 586-0954 CONTACT: CHRIS MILLER DEVELOPER: PB BROWN, LLC 132 WEST PLANT STREET WINTER GARDEN, FL 34787 (407) 586-0954 CONTACT: JANO MONTOYA AGENT: MILLER LAND PLANNING, INC. 508 EAST BOYNTON BEACH BOULEVARD BOYNTON BEACH, FL 33435 (561) 736-8838 CONTACT: BRADLEY MILLER CIVIL ENGINEER: FORESITE GROUP, INC. 10150 HIGHLAND MANOR DRIVE SUITE 210 TAMPA, FL 33610 (813) 549-3250 CONTACT: JOHN J. MUELLER, PE ARCHITECT: THE RABCO CORPORATION 1041 CROWN PARK CIRCLE WINTER GARDEN, FL 34787 (800) 989-0220 CONTACT: BUSTER OWENS LANDSCAPE ARCHITECT: FORESITE GROUP, INC. 10150 HIGHLAND MANOR DRIVE SUITE 210 TAMPA, FL 33610 (813) 549-3250 CONTACT: JONATHAN BULLARD GEOTECHNICAL/ENVIRONMENTAL CONSULTANT: DUNKLEBERGER ENGINEERING AND TESTING, INC. 1225 OMAR ROAD WEST PALM BEACH, FLORIDA 33405 (561) 689-4299 CONTACT: KEVIN E. AUBRY, PE SURVEYOR: DAVRIS, INC. 5830 NEBRASKA AVENUE NEW PORT RICHEY, FL 34652 (727) 232-3804 CONTACT: CHRIS CHITTUM, PSM PALM BEACH COUNTY HEALTH DEPARTMENT 800 NORTH CLEMATIS STREET WEST PLAM BEACH., 'FL`33401 (561) 840-4540 CONTACT: ALINA ALONSO LOCAL JURISDICTION: CITY OF BOYNTON BEACH PLANNING AND ZONING 100 EAST BOYNTON BEACH BOULEVARD BOYNTON BEACH, FL 33425 (561) 742-6260 CONTACT: ED BREESE WATER MANAGEMENT DISTRICT: SOUTH FLORIDA WATER MANAGEMENT DISTRICT 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 (561) 686-8800 CONTACT: JEFFERY H. GREENFIELD, PHD, PE LAKE WORTH DRAINAGE DISTRICT 13081 S. MILITARY TRAIL DELRAY BEACH, FL 33484 (561) 498-5363 CONTACT: MICHAEL BRADY UTILITY PROVIDERS WATER 81 WASTEWATER: CITY OF BOYNTON BEACH UTILITIES 100 EAST BOYNTON BEACH BOULEVARD BOYNTON BEACH, FL 33425 (561) 742-6413 CONTACT: CHRISTOPHER ROSCHEK POWER: FLORIDA POWER AND LIGHT 4200 WEST FLAGLER STREET MIAMI, FL 33134 (305) 329-5152 CONTACT: TRACY STERN TELECOMMUNICATIONS: AT&T 8601 WEST SUNRISE BOULEVARD IST FLOOR PLANTATION, FL 33322 (954) 723-2540 CONTACT: OTIS KEEVE SIT��E P�ANS DEVELOPMENA .; iSTORAGE - BOYNTON BEACH EXPANSION 2951 SOUTHWEST 14TH PLACE N.E.Q. OF S. CONGRESS AVE AND S.W. 30TH AVE BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA 33426 PARCEL ID #08-43-46-05-00-000-3110 SECTION 05, TOWNSHIP 43 S, RANGE 46 E DEVELOPER: pe • BROWN, LLC W -f PREPARED BY: FL CA 2611 Foresite Group, Inc. 10150 Highland Manor Dr. o 813.549.3250 Suite 210 f 813.621.3580 Tampa, FL 33610 w I www.fg-inc.net VICINITY MAP SHEET INDEX C-1.0 COVER SHEET -&-2.1 /"7! r �rnn1 AIVV 1 I/�T �ES� �• T 3 n ITC ACDIAI 121 4@40 RAPH ('-5.0 SITE PLAN n Ino 42CP P9 c =AW 1. 7 Fl i AAIi1�(`ADC nCTA11 C_ as GAPE Dt_—r-ra� T S'.uG!:Fr31 c ; ical N 1 I I IRRIGATION _Rl nnl 'P' I +� 4 2-G IRRIGATION ncTn 11 c v� -i OF 5 BOUND Ape AE:FmAesm EANE) TITLE SURVEY oraster 2 n 3 b/ YNDAC]Y AND AI TA /AGSM LAND TITI C Ci RVEY � r4 1-41 9 lice Opoiher LHI V Pt'rJCaSS;?C1 1,y All 3 V O k invoiced on this fmitcT3ltI City of Boynton E ah B.,ldmgrrV 1 ELEVATION EI F=Y 2.1-' CI 1_" ATI 11N1 O,v 5 r- , SITE 1 i/'1 iT1A1/` PE nil EV I S I ONS NO. DESCRIPTION: DATE: 1 PER CITY COMMENTS 02/19/15 2 SITE PER PLAN LWDD MODIFICATION COMMENTS 08/04/15 08/18/15 3 4 PER CITY COMMENTS 09/08/15 13 * C TATE OF s t �ONAk- TITLE: COVER SHEET SHEET NUMBER: C - I . 0 PROJECT NUMBER: 652.003 h all N SITE DATA EXISTING CONCRETE PARCEL AREA 9.985 AC (434,959 SF) EXISTING IMPERVIOUS AREA 232,118 SF (53.4%) EXISTING PERVIOUS AREA 202,841 SF (46.6%) PROPOSED IMPERVIOUS AREA 320,897 SF (73.8%) PROPOSED PERVIOUS AREA 114,062 SF (26.2%) SEE DETAIL No. 1 ON SHEET C-8.0 PROJECT AREA (LIMITS OF CONSTRUCTION) 4.004 AC (174,408 SF) PRE -DEVELOPMENT CURVE NO. (CN) 92 POST -DEVELOPMENT CURVE NO. (CN) 85 ZONING DESIGNATION M1 (LIGHT INDUSTRIAL) FUTURE LAND USE DESIGNATION INDUSTRIAL PARCEL IDENTIFICATION NUMBER 08-43-46-05-00-000-3110 F.E.M.A. FLOOD ZONE DESIGNATION" ZONE B LANDSCAPE BUFFERS: NORTH 20 FT SOUTH 5 FT EAST 5 FT WEST 5 FT BUILDING SETBACKS: NORTH 20 FT SOUTH 15 FT EAST 15 FT WEST 15 FT EXISTING / PROPOSED USE MINI -STORAGE EXISTING BUILDING AREA (1 -STORY) 109,644 SF BUILDING CONSTRUCTION TYPE 1I-13 BUILDING OCCUPANCY TYPE S-1 PROPOSED BUILDING AREA (1 -STORY) 39,300 SF TOTAL BUILDING AREA (1 -STORY) 148,944 SF BUILDING COVERAGE 34.2% BUILDING HEIGHT (45' MAX.) 16-6" VEHICULAR PARKING: TOTAL SPACES REQUIRED** 11 TOTAL SPACES PROVIDED 23 ACCESSIBLE PARKING SPACES REQ'D/PROVIDED*** 1/1 900 STD. PARKING STALL DIMENSIONS (WxL) 9.5 FT x 18.5 FT 900 ACCESSIBLE PARKING STALL DIMENSIONS (WxL) 12 FT x 18.5 FT * PER FEMA FLOOD INSURANCE RATE MAP #120196005C (DATED SEPTEMBER 30,1982), THE SITE RESIDES IN FLOOD ZONE B. ** 1 SPACE PER 75 STORAGE UNITS (814 TOTAL STORAGE UNITS) *** TOTAL ACCESSIBLE SPACES PROVIDED BASED UPON CUMULATIVE PARKING (1 PER <25). AINAGE APPROXiiv1ATE WATERS EDGE LAKE WORTH DRAINAGE DISTRICT - -- -- -- -- -- -- -- -- -- -- -- -- -- -- — _ CANAL L-28 _ _ (80' RIGHT-OF-WAY) 8" STOP 10" STOP 12" STOP 6" STOP 8 STOP 7" STOP 5/8" F. C. i. R. ELECTRIC ��, WELL 14" STOP 8" STOP 7" STOP (NO LD. PANEL --1 FLOOD ONE "A9" 6 STOP — — _ 700 F 999.73 - - - -BASIS OF BEARINGS - - - -- -- - - - - 9' STOP .� 6' STOP © (LB 7706WELL HOUSE 0 0 0„ »(WOOD) 0.7' VdIDE MASQNRY �NALL 12" STOP FLOOD ZONE B 15" STOP - -.e — - — - — - — - — - — - — - — - — - — — — NOTES 1. REFER TO BOUNDARY AND TOPOGRAPHIC SURVEYS FOR ADDITIONAL INFORMATION AND EXISTING' SYMBOL LEGEND, PREPARED BY DAVRiS, INC., SIGNED 12/3012014. 2. IN GENERAL, ITEMS SHOWN AS BOLD LINEWORK REPRESENT PROPOSED FEATURES TO BE CONSTRUCTED AS PART OF THIS PROJECT, UNLESS NOTED OTHERWISE. SIMILARLY, SHADED LINEWORK REPRESENTS EXISTING FEATURES OR ITEMS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 3. UNLESS NOTED OTHERWISE, ON-SITE PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. PROPOSED DIMENSIONS USED TO SHOW THE LOCATION OF THE PROPOSED BUILDING ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ON-SITE CURB RADII ARE GIVEN AT THE FACE OF CURB. DIMENSIONS FOR ITEMS WITHIN THE RIGHT-OF-WAY ARE GIVEN AT THE EDGE OF PAVEMENT. 4. PAINTED PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE LATEST MUTCD MANUAL AND PALM BEACH COUNTY TRAFFIC ENGINEERING DESIGN STANDARDS. PAINTED PAVEMENT MARKINGS SHALL HAVE TWO (2) COATS OF PAINT. 5. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTING IMPROVEMENTS. 6. REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILL FROM THE SITE IN THE EVENT THE CONSTRUCTION SITE IS ABANDONED PRIOR TO PROJECT COMPLETION. 8. CONTRACTOR SHALL REFER TO THE LATEST FDOT DESIGN STANDARDS OR OTHER APPLICABLE MANUALS FOR CONSTRUCTION DETAILS REFERENCED WITHIN THE PLANS. 9. SAFE VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. 10. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND THE APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. 11. THE USE OF STORAGE BAYS SHALL BE LIMITED TO DEAD STORAGE OF HOUSEHOLD GOODS, PERSONAL PROPERTY, OR RECORDS FOR COMMERCIAL BUSINESSES. STORAGE BAYS SHALL NOT BE USED TO MANUFACTURE, FABRICATE, OR PROCESS GOODS; SERVICE OR REPAIR VEHICLES, BOATS, SMALL ENGINES OR ELECTRICAL EQUIPMENT, OR TO CONDUCT SIMILAR REPAIR ACTIVITIES; CONDUCT GARAGE SALES OR RETAIL SALES OF ANY KIND; OR CONDUCT ANY OTHER COMMERCIAL OR INDUSTRIAL ACTIVITY. INDIVIDUAL STORAGE BAYS OR PRIVATE POSTAL BOXES WITHIN A SELF-SERVICE STORAGE' FACILITY SHALL NOT BE CONSIDERED A PREMISES FOR THE PURPOSE OF ASSIGNING A LEGAL ADDRESS IN ORDER TO OBTAIN APPROVAL OR OTHER GOVERNMENTAL PERMIT OR LICENSE TO CONDUCT BUSINESS. OTHER PROHIBITED USES INCLUDE STORAGE, SALE, SALVAGE, TRANSFER, OR DISPOSAL OF JUNK, SCRAP, GARBAGE, OFFAL, REFUSE, OR OTHER WASTE MATERIALS. 12. NO EXTERIOR LOUDSPEAKERS OR PAGING EQUIPMENT SHALL BE PERMITTED ON SITE. 13. ALL ABOVE GROUND MECHANICAL EQUIPMENT SUCH AS, BUT NOT LIMITED TO, EXTERIOR UTILITY BOXES, METERS, AND TRANSFORMERS SHALL BE DEPICTED ON ALL PLANS AND SHALL BE VISUALLY SCREENED. LEGEND EXISTING CONCRETE PROPERTY LINE — — — TOP OF BANK NEW ASPHALT PAVEMENT (REFER TO FLEXIBLE PAVEMENT DETAIL PROJECT AREA (LIMITS OF tOC CONSTRUCTION) POLE -MOUNTED SIGN AND UTILITY POLE G7.0 SEE DETAIL No. 1 ON SHEET C-8.0 EXISTING TREE AND ROOT ZONE DRIPLINE EXISTING ASPHALT (TYP.) 60-0'x 310-0' 18,600 SQ.FT. EGRESS DOOR EGRESS DOOR - PAINTED "FIRE LANE" BOLLARD WITH 24" STENCIL (TYP.) I 1 � CP M NOTE: ALL TRAFFIC FLOW ARROWS TO 1 0 BE REFLECTIVE WHITE PAINT. 1 PAVEMENT ARROW C-5.0NOT TO SCALE WAREHOUSE ZONING: M1 (LIGHT INDUSTRIAL) FLU: I (INDUSTRIAL) SITE BENCHMARK # FOUND NAIL (NO ID)) ELEVATION = 14.58' CONCRETE SIDEWALK STRUCTURE A (SELF-SERVICE STORAGE -100 UNITS) EXISTING 6' --TALL CHAINLINK PERIMETER FENCE 40-0'x 375-0' 15,000 SQ.FT. EXISTING FIRE HYDRANT 15' BUILDING SETBACK SWALE - i�;WV _ 5' LANDSCAPE BUFFER/' ----6' C.L.F. _ _ 1C�hn-- X-- X— — x– -- x -- x— X--- x— x x-- x— X--1 �— INSTALL THREE (3) ' RED STREET TERMINATION SIGNS PER FDOT INDEX 17349 CONCRETE SIDEWALK ONE STORY BUILDING WAREHOUSE ZONING: M1 (LIGHT INDUSTRIAL) FLU: I (INDUSTRIAL) I J 1 + U)g I1 I + I + X + I 1 + ++ 16.7 ' + + X ++ 1 + + x 1 + + i 1 ''— X x--19" PINE x 1i ++ f 15'1 26" UNK J I 1 I 4»X „ (PRI,#24 74` I z� m Know what's below Call before you dig www.calisunshine.com F NT USER IS RESPONSIBLE FOR VERIFICATION OF D SCALE FROM REPRODUCTION PROCESSES. PROJECT: BOYNTON BEACH EXPANSION LOCATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 DEVELOPER: P.B. BROWN, LLC WINT-ER GA, *`i FLORMI-DA 344-787 ENGINEER: .-ORESITE FL CA 26215 Foresite Group, Inc. 10150 Highland Manor Dr. o 1813.549.3250 Suite 210 f 1813.621.3580 Tampa, FL 33610 w I www.fg-inc.net REVISIONS DATE 1 PER CITY COMMENTS 02/19/15 2 SITE PLAN MODIFICATION 08/04/15 3 LWDD COMMENTS 08/18/15 4 PER CITY COMMENTS 09/08/15 PROJECT MANAGER: JJM DRAWING BY- JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: SITE PLAN SHEET NUMBER: C-5.0 SCALE: 1 = 30 30 15 0 30 60 SCALE IN FEET JOB/FILE NUMBER: 652.003 EXISTING CONCRETE NEW CONCRETE NEW ASPHALT PAVEMENT (REFER TO FLEXIBLE PAVEMENT DETAIL ON GENERAL DETAILS SHEET) POLE -MOUNTED SIGN AND ORIENTATION (TYP.) 60-0'x 310-0' 18,600 SQ.FT. EGRESS DOOR EGRESS DOOR - PAINTED "FIRE LANE" BOLLARD WITH 24" STENCIL (TYP.) I 1 � CP M NOTE: ALL TRAFFIC FLOW ARROWS TO 1 0 BE REFLECTIVE WHITE PAINT. 1 PAVEMENT ARROW C-5.0NOT TO SCALE WAREHOUSE ZONING: M1 (LIGHT INDUSTRIAL) FLU: I (INDUSTRIAL) SITE BENCHMARK # FOUND NAIL (NO ID)) ELEVATION = 14.58' CONCRETE SIDEWALK STRUCTURE A (SELF-SERVICE STORAGE -100 UNITS) EXISTING 6' --TALL CHAINLINK PERIMETER FENCE 40-0'x 375-0' 15,000 SQ.FT. EXISTING FIRE HYDRANT 15' BUILDING SETBACK SWALE - i�;WV _ 5' LANDSCAPE BUFFER/' ----6' C.L.F. _ _ 1C�hn-- X-- X— — x– -- x -- x— X--- x— x x-- x— X--1 �— INSTALL THREE (3) ' RED STREET TERMINATION SIGNS PER FDOT INDEX 17349 CONCRETE SIDEWALK ONE STORY BUILDING WAREHOUSE ZONING: M1 (LIGHT INDUSTRIAL) FLU: I (INDUSTRIAL) I J 1 + U)g I1 I + I + X + I 1 + ++ 16.7 ' + + X ++ 1 + + x 1 + + i 1 ''— X x--19" PINE x 1i ++ f 15'1 26" UNK J I 1 I 4»X „ (PRI,#24 74` I z� m Know what's below Call before you dig www.calisunshine.com F NT USER IS RESPONSIBLE FOR VERIFICATION OF D SCALE FROM REPRODUCTION PROCESSES. PROJECT: BOYNTON BEACH EXPANSION LOCATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 DEVELOPER: P.B. BROWN, LLC WINT-ER GA, *`i FLORMI-DA 344-787 ENGINEER: .-ORESITE FL CA 26215 Foresite Group, Inc. 10150 Highland Manor Dr. o 1813.549.3250 Suite 210 f 1813.621.3580 Tampa, FL 33610 w I www.fg-inc.net REVISIONS DATE 1 PER CITY COMMENTS 02/19/15 2 SITE PLAN MODIFICATION 08/04/15 3 LWDD COMMENTS 08/18/15 4 PER CITY COMMENTS 09/08/15 PROJECT MANAGER: JJM DRAWING BY- JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: SITE PLAN SHEET NUMBER: C-5.0 SCALE: 1 = 30 30 15 0 30 60 SCALE IN FEET JOB/FILE NUMBER: 652.003 INDEX �DATION NOTES JCTURE C FOUNDATION PLAN JCTURE C FOUNDATION PLAN vDATION DETAILS ISTORAGE FACII-jITY BOYNTON 1 STRUCTURE C FOUNDATION PERMIT ONLY STRUCTURE C 18,600 SQTT. BUILDING IS SPRINKLER EQUIPPED `4�`lgltfiYtFt{l�tl �. No. 5 Mi V .0'. ATE oto �s FINISH SCHEDULE Roll -up Doors Roof (storage) Roof (office / apartment) Perimeter Panel Trim Downspouts Piers & Headers * Color Selections must be on File prior to Releasing for Fabrication ' MARKUPS 0 91 1 BY:DJM DATE:03-23-15 MARKUPS REVISIONS BY:JSV I DATE:08-11-2015 PER COMMENTS COVER SHEET 55' N UM 60' STRUCTURE C FOUNDATION PERMIT ONLY STRUCTURE C 18,600 SQTT. BUILDING IS SPRINKLER EQUIPPED `4�`lgltfiYtFt{l�tl �. No. 5 Mi V .0'. ATE oto �s FINISH SCHEDULE Roll -up Doors Roof (storage) Roof (office / apartment) Perimeter Panel Trim Downspouts Piers & Headers * Color Selections must be on File prior to Releasing for Fabrication ' MARKUPS 0 91 1 BY:DJM DATE:03-23-15 MARKUPS REVISIONS BY:JSV I DATE:08-11-2015 PER COMMENTS COVER SHEET M r` 00 0 d- «3 w M 00 d' 0 U U 0 N N O i 00 O O 00 DRAWN BY DATE DJM 03-15-15 CHECKED BY DATE JSV 03-24-15 SCALE N.T.S. JOB NUMBER 1719 FILE NAME 1719-STR.dwg SHEET C-2 w� UM a�H H �aU w wUd Boz N O M r` 00 0 d- «3 w M 00 d' 0 U U 0 N N O i 00 O O 00 DRAWN BY DATE DJM 03-15-15 CHECKED BY DATE JSV 03-24-15 SCALE N.T.S. JOB NUMBER 1719 FILE NAME 1719-STR.dwg SHEET C-2 FOUNDATION NOTES GENERAL 1, THESE PLANS AND THE INF❑RMATI❑N CONTAINED HEREIN ARE THE PROPERTY OF METAL BUILDING COMPANY, UNAUTHORIZED COPYING, DISCLOSURE OR OTHER UNAUTHORIZED USES ARE PROHIBITED. 2. OWNER / CONTRACTOR IS RESPONSIBLE TO PROVIDE METAL BUILDING COMPANY WITH APPROVED PLANS PRI❑R TO FABRICATION. 3. OWNER / CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ECT, 4. THE OWNER AND/OR CONTRACTOR SHALL REVIEW AND DETERMINE THAT ALL DIMENSIONS ARE COORDINATED AS REQUIRED WITH ALL OTHER DESIGN PROFESSIONALS DRAWINGS AND SHOP DRAWINGS FOR PROJECT PRIOR TO FABRICATION OF MATERIALS OR THE START OF CONSTRUCTI❑N, ANY DISCREPANCIES SHALL BE REPORTED TO THE METAL BUILDING COMPANY AND ENGINEER OF RECORD, 5. SHOP DRAWING ARE CRITICAL TO ENSURE THE DIMENSIONS AND DESIGN OUTLINED IN THESE PLANS MEET THE MINIMUM REQUIREMENTS REQUIRED BY THESE SCOPES OF WORK IF UNDER CONTRACT BY OTHERS, IN THE EVENT THE CONTRACTOR'S OR OWNER'S FAILING TO PROVIDE, HE SHALL BE RESPONSIBLE FOR THE RESULTS OR ANY SUCH ERRORS OR ❑MISSIONS AND THE COST OF RECTIFYING THE SAME (EXAMPLES: ELEVATOR, STAIRWELL, DOORS, ETC?.), 6, IF ANY ERRORS OR ❑MISSIONS APPEAR IN THE DRAWINGS, SPECIFICATI❑NS OR OTHER DOCUMENT, THE OWNER / CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND METAL BUILDING COMPANY IN WRITING OF SUCH ❑MMISSI❑NS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE COORDINATION BETWEEN THESE DRAWINGS AND THE STRUCTURAL PLANS, IN THE EVENT THE CONTRACTOR'S OR OWNER'S FAILING TO GIVE SUCH NOTICE, THEY SHALL BE RESPONSIBLE FOR THE RESULTS OR ANY SUCH ERRORS OR ❑MISSIONS AND THE COST OF RECTIFYING THE SAME, 7. ANY ❑MISSIONS AND/OR CONFLICITS WITH PLANS SHALL BE REPORTED TO METAL BUILDING COMPANY SO THAT THEY CAN BE RESOLVED PRIOR TO PROCEEDING WITH WORK, 8. D❑ NOT SCALE DRAWINGS - IF A REQUIRED DIMENSION IS MISSING PLEASE CONTACT THE METAL BUILDING COMPANY AND / OR ENGINEER OF RECORD. 9. NO MODIFICATIONS TO PLANS SHALL BE MADE WITHOUT THE PERMISSI❑N OF METAL BUILDING COMPANY AND ENGINEER OF RECORD, MODIFIACATIONS REQUIRED DUE TO FIELD CONDITONS OR OTHER CONTRACTORS OR ITEMS THAT WHICH MAY ADVERSELY AFFECT THE STRUCTURE REQUIRES WRITTEN PERMISSION (N❑ MODIFICATIONS TO STRUCTURAL MEMBERS IS ALLOWED), 10, ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TO BE TYPICAL OR SIMILAR UNLESS ANOTHER SECTI❑N OR DETAIL IS REFERENCED ON THE PLANS, 11. SCOPE OF WORK OF METAL BUILDING COMPANY IS INDICATED IN THE CONTRACT, THE DRAWINGS REFLECT SCOPES OF WORK AS REQUIRED FOR PERMITTING OR AT THE DIRECTION OF OWNER / CONTRACTOR, 12, SUBMITTALS TO THE ENGINEER OF RECORD FOR REVIEW MUST CONTAIN THE CONTRACTOR'S OR OWNER'S STAMP SIGNIFYING THEIR REVIEW / ACCEPTANCE. SUBMITTALS SENT WITHOUT WILL BE RETURNED AT THEIR EXPENSE WITHOUT REVIEW. A MAX, OF THREE SETS ADDITIONAL SETS WILL BE DISCARDED. 13. THE CONTRACTOR OR OWNER SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE STRUCTURE, THE WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. SLAB ON GRADE UNLESS SPECIFICALLY STATED OTHERWISE IN THE GEOTECHNICAL SOILS REPORT, THE FOLLOWING MINIMUM CRITERIA SHALL BE ADHERED TO. a.) INTERIOR FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY TEST (ASTM D1557). b.) COMPACTION OF THE SOIL IN THE FIELD SHALL BE MONITORED/CONTROLLED BY A REPRESENTATIVE OF A QUALIFIED LABORATORY. c•) EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF THE NEXT LAYER. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE AS SHOWN IN THE TABLE BELOW. PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG SIDE TO SHORT SIDE NOT TO EXCEED 1.5 TO 1.0. SLAB THICKNESS(IN)*21131 4 5 6 7 8 9 10 SPACING (FT) > 4 3/4" 6 151 181 201 231 25 MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4" ARE NOT ACCEPTABLE CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN THE SAME DAY AS THE CONC. WAS PLACED) CARE SHALL BE TAKEN BY THE GENERAL CONTRACTOR WHEN DETERMINING THE LOCATION OF SJ'S AND CSS TO ENSURE SLAB JOINTS DOES NOT READ THROUGH THE ARCHITECTURAL FINISHES. WAREHOUSE SLABS SHALL BE POWER -TROWELLED TO A HARD, SMOOTH BURNISHED FINISH. THE FINAL TROWEL PASS SHALL BE DONE BY MACHINE - NOT BY HAND. WITHIN 30 MINUTES OF THE FINAL TROWEL PASS, THE FLOOR SHALL BE CURED WITH EUCLID'S SUPER REZ-SEAL OR APPROVED EQUAL, WHICH MAY BE WAIVED AT THE OWNER'S OPTION. SLAB THICKNESS SHALL BE INCREASED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT FOR CRANE LOADS WITHOUT CRACKING SLAB. ALL CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF 4" THICK AND BE REINFORCED WITH 6 X6 W1.4 X W1.4 EXCEPT WERE SPECIFICALLY NOTED ON PLANS. FIBERMESH CONCRETE INSTEAD OF WIRE MESH IS AN ACCEPTABLE ALTERNATE ON SINGLE STORY BUILDING AND MULTISTORY BUILDING WITHOUT LOAD BEARING FLOOR PADS. FIBERMESH SHALL BE IN COMPLIANCE WITH ASTM C-1116 TYPE III AND ASTM C116 LEVEL 1 AND SHALL BE PLANT BATCH MIX WITH PROPORTIONS OF 1.5 POUNDS OF FIBERMESH PER CUBIC YARD OF CONCRETE. PLACE A MINIMUM 6 MIL POLUETHYLENE VAPOR BARRIER OVER COMPACTED SOIL BETWEEN FOUNDATION AND SLAB UNLESS NOTED OTHERWISE IN GEOTHECHNICAL ENGINEERS REPORT FOR THE PROJECT. DESIGN CRITERIA C❑NSTRUCTI❑N DOCUMENTS WERE DESIGNED AND MEET THE REQUIREMENTS OF THE OF THE LOCAL BUILDING CODE DESIGNATED UNDER STRUCTURAL DESIGN CRITERIA. (SEE STRUCTURAL PLANS FOR DESIGN LOADS), F❑UNDATI❑NS 1. CONFORMANCE WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL S❑ILS REPORT SHALL BE DETERMINED BY PERFORMING INDUSTRY STANDARD SOIL DENSITY TESTS BY A CERTIFIED TESTING AGENCY, 2. IF SUBSURFACE INVESTIGATION FOR FOUNDATI❑NS HAS NOT BEEN PERFORMED AND GEOTECHNICAL ENGINEERING REPORT WAS NOT AVAILABLE FOR FOUNDATION DESIGN. PRIOR TO CONSTRUCTION, THE OWNER SHALL RETAIN THE SERVICES OF A QUAIFIED GEOTECHNICAL ENGINEER TO PERFORM SOILS BORINGS, PROVIDE RECOMMENDATIONS FOR FOUNDATION DESIGN (INCLUDING NET ALLOWABLE SOIL BEARING PRESSURE) PROVIDE EARTHWORK C❑NSTRUCTI❑N CRITERIA AND PERFORM SOIL TESTING DURING CONSTRUCTI❑N. THE OWNER / CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL EARTHWORK OPERATIONS IN STRICT ACCORDANCE WITH THIS REPORT, IF THE F❑UNDATI❑N RECOMMENDATIONS AND NET ALLOWABLE SOIL BEARING CAPACITY OR ANY OTHER ASSUMPTIONS (SEE BELOW) DIFFER FROM THE ASSUMED VALUE, THEN MODIFICATIONS TO THE STRUCTURAL DRAWINGS SHALL BE REQUIRED. SHOULD THIS OCCUR, THE OWNER / CONTRACTOR SHALL STOP CONSTRUCTION AND NOTIFY METAL BUILDING COMPANY AND THE ENGINEER OF RECORD IMMEDIATELY. 3. FOUNDATION PLANS HAVE BEEN DESIGNED WITH THE F❑LL❑WING ASSUMPTIONS IN THE ABSENSE OF A SUBSURFACE INVESTIGATION BY A GEOTECHNICAL ENGINEER. NET ALL❑W, S❑IL BEARING PRESSURE OF 2,000 PSF. 4. CONDITIONS DISCOVERED BY THE CONTRACTOR AND/OR GEOTECHNICAL FIELD REPRESENTATIVE DURING EXCAVATION WHICH MAY PREVENT THE ATTAINEMENT OF THE ALLOWABLE BEARING PRESSURE STATED IN THE GE❑TECHNICAL SOILS REPORT, SHALL BE REPORTED TO THE ENGINEER. 5, THE SHEETLEDGES, RAINLIPS AND MASONRY LEDGES ARE VITAL TO THE PROPER FIT OF THE STEEL CONSTRUCTION, OWNER / CONTRACTOR SHALL FIELD VERIFY ALL TO BE AS SHOWN ON PLANS. IF THEY ARE NOT TO THE DRAWINGS CONTACT METAL BUILDING COMPANY PRIOR TO FABRICATION OR BEFORE STEEL ERECTI❑N STARTS, 6. ALL ISOLATED PAD FOOTING ARE TO BEAR A MINIMUM OF 18" BELOW THE TOP OF CONCRETE SLAB / PAVEMENT OR A MINIMUM OF 12" BELOW FINISHED GRADE U.N.O. ON PLANS, 7. THE MINIMUM BEARING WIDTH OF CONTINUOUS FOOTINGS SHALL NOT BE LESS THAN 12" UNLESS SPECIFICALLY NOTED IN GEOTECHNICAL ENGINEERING REPORT, 8, PLANS AND DETAILS REFLECT A DESIGN TO ACCOMODATE A MAXIMUM FROST PROTECTION OF 12" UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. IF THE REQUIRED FROST DEPTH EXCEEDS 12" THAN ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO EXCAVATION OR FOUNDATIONS, ALL `REINFORCING SHALL BE DOMESTICALLY PRODUCED WITH REBAR CONFORMING TO ASTM -615 FOR GRADE 60 STEEL, AND WELDED WIRE FABRIC (WWF) TO ASTM A-185. SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: WELDED WIRE FABRIC 12" MIN. HOOKS 48 X BAR DIA (18" MIN) POURED CONCRETE 36 X BAR DIA (12" MIN) CORNERS 48 X BAR DIA (18" MIN) GROUTED CELLS 48 X BAR DIA REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED AS SPECIFIED ABOVE, UNLESS NOTED OTHERWISE. p\Q ��• HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE REINF DEVELOPMENT DTL BLW). ALL REINFORCING d ACCESSORIES SHALL BE STAINLESS OR PLASTIC TIPPED m 00 CD 48 BAR DIA. OR 1'-6" MIN. 48 BAR DIA. OR 1'-6" MIN. L DOWELS FOR COLUMNS, BEAMS AND WALLS ARE TO BE SECURED IN POSITION PRIOR TO POURING MIX. DRILLING OR PUSHING THE DOWELS INTO POSITION IN WET CPERMIT /PERETE RMITTED. NOT INTERSECTION --CORNER REINF DEVELOPMENT DETAIL COVER FOR REINFORCING SHALL BE AS FOLLOWS: 1. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" b. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THRU #18 BARS 2" #5 BAR, W31 OR D31 WIRE AND SMALLER 1 1/2" c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #14 AND #18 BARS 1 1/2" #11 BAR AND SMALLER 3/4" THE VALUES IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK PRODUCT MANUAL AND REPRESENTS THE RECCOMMENDED WELDED WIRE FABRIC. DECK TYPE TOTAL SLAB DEPTH RECOMMENDED WELDED WIRE FABRIC 1.5VL,VLIorR <= 4 3/4" 6 X 6- W1.4 X W1.4 1.5VL,VLIorR > 4 3/4" 6 X 6- W2.1 X W2.1 2VLI <= 5 1/4" 6 X 6- W1.4 X W1.4 2VLI > 5 1/4" 6 X 6- W2.1 X W2.1 3VLI <=61/4" 6X6-W1.4XW1.4 EQUIPMENT SUPPORTS 4,000 psi 4" ± 1" 1" SCHEDMD�lREINFMATC 3VLI > 6 1/4" 6 X 6- W2.1 X W2.1 CONCRETE: ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES: LOCATION 28 DAY MAX SLUMP STRENGTH AGGR. FOUNDATION3,000 psi 4" -41" 1 1/2" SLAB -ON -GRADE UP TO 4" THICK 3,000 psi 4" ± 1" 1 1/2" $'., SLAB -ON -GRADE OVER 4" THICK 4,000 psi 4" ± 1" 1 1/2" 0 •'*\G�•i1I,SF TIE BEAMS 4,000 psi 4" ± 1" 3/4" TIE COLUMNS 3,000 psi 4" ± 1" 3/4" No. 55 CAST -IN-PLACE BEAMS 4,000 psi 4" ± 1" 1" BACKER ROD AND FILLED CELL EA SIDE OF'~ * CAST -IN-PLACE COLUMNS 4,000 psi 4" ± 1"1" RESILIENT CAULKING MCJ W/ TYP WALL REINF.: ' AT OF EQUIPMENT SUPPORTS 4,000 psi 4" ± 1" 1" SCHEDMD�lREINFMATC �'.. TILT -UP PANELS 4,000 psi 4" ± 1" 1 1/2" GROUT UNDER TILT -UP PANELS 5,000 psi 8" ± 11" 3/8" ELEVATED SLABS FORMED AND POURED 4,000 psi 4" ± 1" 1" : OR BEAM UNLESS NOTED - ELEVATED SLABS FORMED W MTL DECK 3,500 psi 4 ± 1 1 T/ FTG EL SEE FDN GROUT FOR FILLED CELLS 2,500 psi 8" ± 11" 3/8" PLAN NOTES: 1• SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4". 2. SEE MASONRY GENERAL NOTES FOR GROUT TESTING REQUIREMENTS. 3. COLD JOINTS ARE NOT RECOMMENDED - ALTHOUGHT IF REQUIRED THEY SHOULD BE PLACED A MINIMUM OF 2'-0" OFF CENTERLINE OF COLUMNS.. CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING PROCEDURES BY A CERTIFIED TESTING AGENCY. MIN. TEST REQUIRED SHALL INCLUDE SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE SUBMITTED TO THE ARCH./ENG. FOR REVIEW. CONCRETE WORK SHALL CONFORM TO LATEST EDITIONS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. CONCRETE MIX DESIGN SHALL MEET THE FOLLOWING CRITERIA: 1. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD 1 OR 2. METHOD 2. 3. ENTRAPPED AIR CONTENT SHALL NOT EXCEED 3%. 4. ADMIXTURES USED TO ENTRAIN AIR ARE NOT ACCEPTABLE. ALL CONCRETE TO BE NORMAL NIGHT WITH A DESIGN STRENGTH AT 28 DAYS. SITE ADDED WATER IS NOT ACCEPTABLE. ADDING WATER TO THE MIX WILL RESULT IN REJECTION OF THE RESULTS BY THE ENGINEER OF RECORD. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN LIFTS NOT EXCEEDING 7 1/2 FEET IN HEIGHT. CONCRETE SHALL BE PLACED THROUGH "ELEPHANT TRUNK TUBULAR SHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE MIX DOES NOT EXCEED 6 FEET. ALTERNATE PLACEMENT METHOD OF CONCRETE WITH OR WITHOUT ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY ENGINEER OF RECORD. MONOLITHIC SLAB FINISHES THE FOLLOWING REQUIREMENTS ARE BASED ON THE LATEST FLOOR FLATNESS (FF) / FLOOR LEVELNESS (FL) VALUES/METHODS. BIDS FOR THIS WORK SHALL REFLECT THESE REQUIREMENTS AND ENFORCEMENT HEREOF CAN BE EXPECTED. NON-CRITICAL FLOOR TOLERANCE 1. FLOAT FINISH (FLT -FN) 2. SPECIFIED OVERALL VALUE: FF25/FL20 3. MINIMUM LOCAL VALUE: FF20/FL17 4. APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MUD SET TILE AND OTHER THICK FINISHES, AND TO SLAB SURFACES WHICH ARE TO BE COVERED WITH WATERPROOFING MEMBRANE. TYPICAL CLASSROOM, CORRIDOR, NORMAL SIZED ROOMS (100 TO 600 SF): TROWEL FINISH 1 (TR-FN1) 1 • SPECIFIED OVERALL VALUE: FF30/FL23 2• MINIMUM LOCAL VALUE: FF25/FL20 3. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE 4. WOOD FLOORING, CARPET, PAINT, OR OTHER THIN FILM FINISH COATING SYSTEM. LARGE ROOMS (601 SF AND OVER) AND PUBLIC AREAS: TROWEL FINISH 2 (TR-FN2) 1 SPECIFIED OVERALL VALUE: FF36/FL25 2 MINIMUM LOCAL VALUE: FF30/FL22 APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE 3' RESILIENT FLOORING, CARPET, PAINT, OR OTHER THIN FILM FINISH COATING 4' SYSTEM. ELEVATED SLABS SHALL HAVE A SPECIFIED OVERALL VALUE OF FF22 TO FF27 AND A MINIMUM LOCAL OF FF20 WITH NO FL NUMBER DEFINED. FLOOR TOLERANCE MEASUREMENTS: FLOOR FLATNESS AND LEVELNESS TESTS ON FLOOR SLABS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN ASTM E1155-87, WITH THE EXCEPTION OF SUBPARAGRAPHS 7.2.3 AND 7.3.2 WHICH MAY BE WAIVED AT THE OWNER'S OPTION, ALSO Zi CALCULATION TO BE USED SHALL BE N MIN = A/10. FLOOR TOLERANCE MEASUREMENTS SHALL BE MADE BY THE INDEPENDENT TESTING LABORATORY WITHIN 24 HOURS AFTER COMPLETION OF THE FINAL TROWELING OPERATION, AND BEFORE FORMS AND SHORES HAVE BEEN REMOVED. MEASUREMENT SHALL BE TAKEN USING A DIPSTICK AUTO -READ FLOOR PROFILER AS MANUFACTURED BY THE EDWARD W. FACE COMPANY, INC. OF NORFOLK, VA. RESULTS OF FLOOR TOLERANCE TESTS, INCLUDING A FORMAL NOTICE OF ACCEPTANCE OR REJECTION OF THE WORK, SHALL BE PROVIDED TO THE CONTRACTOR AND THE ARCHITECT WITHIN 24 HOURS AFTER DATA COLLECTION. OUT -OF -TOLERANCE WORK SHALL BE REPAIRED OR REPLACED AT THE ARCHITECT'S DISCRETION AT NO COST TO THE OWNER. SPECIALTY ENGINEERING REQUIREMENTS STEEL PAN STAIRS SHALL BE DESIGNED BY A SPECIALTY ENGINEER, HIRED BY THE STEEL FABRICATOR, AND SHALL INCLUDE STRINGERS, TREADS, HAND RAILINGS, PLATFORMS AS REQUIRED, PAN INSERTS, MISC SUPPORTS AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. MINIMUM DESIGN LIVE LOAD SHALL BE 100 PSF. HANDRAILS, POSTS AND SUPPORT CONNECTIONS SHALL BE DESIGNED BY A SPECIALTY ENGINEER, HIRED BY THE STEEL FABRICATOR. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED & SEALED BY A ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO AT LEAST THE MINIMUM REQUIREMENTS OF THE APPLICABLE BUILDING CODE. (SEE DESIGN CRITERIA). MASONRY MASONRY CONSTRUCTION, MATERIALS, AND INSPECTION SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE LATEST ADOPTED EDITIONS ACI 530 & 530.1, ASCE 5 & 6, TMS 402 & 602, ASTM C476 & C1019, AND NCMA TEK 107, UNLESS SPECIFIED IN THESE CONTRACT DOCUMENTS. CONCRETE BLOCKS SHALL CONFORM TO THE MINIMUM REQ. OF ASTM C-90 WITH f'm=1,500psi (1,900psi ON THE NET AREA) MORTAR SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF ASTM C270 FOR TYPE M OR S W/ (COMPRESSIVE STRENGTH=2500psi AND 1800psi RESPECTIVELY. SITE TESTED MORTAR CUBES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN COMPRESSIVE STRENGTH) BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. ALL CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. GROUT FOR FILLED CELLS SHALL BE PLACED AS INDICATED BELOW: NOTES: 1. DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. 2. WAIT A MINIMUM OF (1) HOUR BEFORE PLACING NEW GROUT ON A PREVIOUS LIFT. 3. THE MINIMUM CONTINUOUS UNOBSTRUCTED CLEAR AREA IN CELL TO RECEIVE GROUT MUST BE NOT LESS THAN 3"0". 4. MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. 5. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 6. MAXIMUM WALL HEIGHT FROM TOP OF FOOTING OR PREVIOUS GROUT POURS LAID UP AT ONE TIME SHALL BE 12'-0". GROUTING DETAIL SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF GROUTING IS STOPPED FOR MORE THAN ONE HOUR. MAX HEIGHT OF LIFT = 5'-0". WAIT 3 TO S MINUTES AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR. RECONSOLIDATE AFTER AN ADDITIONAL 30 MINUTES BEFORE PLASTICITY IS LOST. SEE CONCRETE GENERAL NOTES FOR GROUT PROPERTIES IF WALL IS LAID UP NO GREATER THAN 5'-0" IN HEIGHT ABOVE THE FOOTING OR PREVIOUS GROUT LIFT(S), A CLEAN-OUT HOLE SHALL NOT BE REQUIRED. OTHERWISE, PROVIDE CLEAN- OUT HOLE WITH MINIMUM SIZE OF 3"0". OVERHANGING MORTAR AND DEBRIS SHALL BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING BUT AFTER INSPECTION. GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED (1 1/2-) BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS. MAXIMUM CONTROL JOINT SPACING FOR CONCRETE MASONRY UNITS SHALL BE THREE (3) X WALL HEIGHT BUT NO FURTHER THAN 50FT. REFERENCE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. PROVIDE GROUT FILLED PRECAST "U -LINTELS" WITH ONE (1) #5 CONTINUOUS AT ALL OPENINGS WHERE THE CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY EQUAL FOUR HUNDRED (400) POUNDS / FOOT FOR SPAN INDICATED. HORIZONTAL REINFORCE WALL WITH LADDER TYPE (ASTM A82, #9 GAGE WIRE) DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT SIXTEEN (16) INCHES O.C. UNLESS OTHERWISE NOTED ON PLANS MEASURED VERTICALLY. EXTEND ALL VERTICAL WALL REINFORCING TO WITHIN TWO (2) INCHES OF TOP OF WALL OR BEAM UNLESS OTHERWISE NOTED ON PLANS. TERMINATE REINFORCING WITH STANDARD ACI 90 DEGRESS HOOK IF ROOF JOIST AND / OR TRUSSES BEAR ON THE TOP OF WALL. IF A PARAPET EXIST, HOOK IS NOT REQUIRED. SEE FOUNDATION PLAN FOR ALL VERTICAL REINFORCING REQUIRED TYPICAL VERTICAL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. CONTINUOUS 8" NOMINAL WIDTH BY 16" DEEP BOND BEAMS REINFORCED WITH TWO (2) #5 CONTINUOUS BARS IN EACH COARSE ARE REQUIRED FOR MASONRY STEEL LINTELS AND EXPANSION ANGLE REFERENCE STRUCTURAL PLANS. CONTINUOUS 8" NOMINAL WIDTH BY 16" DEEP BOND BEAMS REINFORCED AT P TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE OWNER / CONTRACTOR. SEE SCHED FOR STIRRUP SPCG x ZZ ` O 3/8"xl" VERT (DUMMY) JOINT EACH SIDE OF TIE BEAM t].VJ V J 1 0111 -1 - LOCATION 111 1 1LOCATION SLIGHTLY TO CLEAR THE JOINT BY 2" (MIN) MCJ @ TIE BEAM REINF CONT @ CONTROL JOINT IN CONC TIE BEAM JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO ASTM C1019. SEE TEST MOLD DETAIL BELOW. SEE SCHEDULE UNDER CONCRETE NOTES FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS. GROUT TEST PRISM NOTE: (4)8x8x16 CMU BLOCKS REQUIRED COVER UNITS USING ABSORPTI PAPER TOWELLING W/ TAPE 1. P] FRONT BLOCK REMOVED FOR CLARITY 3 W DETAIL MASONRY GROUT TEST MOLD (ASTM C-1019 MASONRY CONT TYPICAL MECHANICAL OPENING DETAIL: NOTE: GC TO CONTACT ENGINEER IF OPENING EXCEEDS SIZE AND AND SPACING SHOWN. CONCRETE FILLED ADD TYP WALL PC "U" LINTEL W/ ADD TYP WALL P PTNM TRIP, (2) 45 & 8" BRG (a-).REINF THIS RE- LOCATION EACH END /` LOCATION ALL VERT REINF. REQ. TYP VERTICAL REINFORCING SIZE & $'., SPACING SHALL BE ABOVE AND 0 •'*\G�•i1I,SF � BELOW ALL WALL OPENINGS. � No. 55 BACKER ROD AND FILLED CELL EA SIDE OF'~ * =EXTEND ALL VERTICAL RESILIENT CAULKING MCJ W/ TYP WALL REINF.: ' AT OF WALL REINFORCEMENT TO SCHEDMD�lREINFMATC �'.. ' 44 WITHIN 2" OF TOP OF WALL REINFo : OR BEAM UNLESS NOTED - T/ FTG EL SEE FDN PLAN OTHERWISE. TERMINATE MIN 3'-4" x h MIN 3'-4" MAX 3'4" 0 r -I WZrlli VI1V%J0 111:,1 vv Li 1 -.1- TYP M E C H O P N G TH R U FTG TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE GROUT FILLED PRECAST U -LINTELS WITH (1) #5 CONT AT ALL OPENINGS WHERE CONCRETE BEAMS ARE NOT SHOWN OR NOTED. MINIMUM UNFILLED LINTEL CAPACITY = 400 Ib/LF FOR SPAN INDICATED. HORIZONTALLY REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE) DEFORMED REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16" OC UNO, MEASURED VERTICALLY. PLACE PER MFR INSTRUCTIONS. LAP ALL HORIZONTAL JOINT REINFORCING 8" MIN. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAR DIAMETER. SEE FILLED CELL DETAIL BELOW FOR ADDITIONAL INFORMATION. WITH TWO (2) 175 CONTINUOUS BARS ARE REQUIRED ARAPETS. SEE FOUNDATION PLANS FOR ALL VERT REINF. REQ. TYP VERTICAL REINFORCING SIZE & $'., SPACING SHALL BE ABOVE AND 0 •'*\G�•i1I,SF � BELOW ALL WALL OPENINGS. � No. 55 BACKER ROD AND FILLED CELL EA SIDE OF'~ * =EXTEND ALL VERTICAL RESILIENT CAULKING MCJ W/ TYP WALL REINF.: ' AT OF WALL REINFORCEMENT TO �'.. ' 44 WITHIN 2" OF TOP OF WALL .'A14 {w : OR BEAM UNLESS NOTED OTHERWISE. TERMINATE 0 REINFORCING WITH �4 STANDARD ACI 90 DEGREE NEOPRENE PRE- FORMED i 1/2" THRU-WALL VERTIC`� HOOK IF ROOF JOISTS AND/OR GASKET CONTROL JOINT TRUSSES BEAR ON TOP OF NOTES: WALL AND THERE IS 1. THRU-WALL JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM FOUNDATION TO PARAPET TOP OF WALL. EXISTS,HOOK IT 2• TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING AT JOINT. REQUIRED. 3. MASONRY CONTROL JT (MCJ MAXIMUM SPACING OF CONTROL JOINTS SHALL BE (3 x WALL HEIGHT) OR 50'-0", WHICHEVER IS FILLED CELL LESS. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 BAR DIAMETER OR 10 FT WHICHEVER IS LESS WHENEVER A CLEANOUT `IS' REQUIRED. SEE GROUTING DETAIL NOTE FOR CLEANOUT REQUIREMENTS. REINFORCE MASONRY OPENINGS GREATER THAN V-0" WIDE WITH HORIZ JT STOP VERTS 2" FROM TOP OF W & PROVIDE s' STANDARD ACI HOOK (TYP) Q 00 D ETAII VERT BAR CENTERE IN FILLED CELL DOWELS SAME AS VERT BARS HORIZ JOINT REINF @ 16" OC VERT SPACING STANDARD HOOK (ALTERNATE SIDES) FILL CORE SOLID W/ RESIL CAULKING MORTAR FOR FULL HT --\15# BUILDING FELT BOND BREAKER *--CONTROL JOINT THE CONTRACTOR MAY USE CONTROL TYPE BLOCK W/ ARCH APPROVAL MASONRY CONTROL JT MCJ) ALTERNATE REINF PLACED IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL. EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL REQUIREMENTS. - 310' OVERALL - 90' TO MATCH LINE 60' TO MATCH LINE - 4" CONCRETE SLAB W/ W1.4xl.4-6x6 WWF OVER COMPACTED FILL AND 6 MIL. VAPOR BARRIER 60' TO MATCH LINE 90' TO MATCH LINE - 310' OVERALL - 10'-2" 10'-2" STRUCTURE C FOUNDATION PLAN 19'-10" 60'-2" 19'-10" PREPARE FOUNDATION AND GRADE PER GEOTECHNICAL/SOILS REPORT RECOMMENDATIONS M. No.5 tom{ STAT OF ��'•r N A L '�- v00' 1 r�11Ttrltll����i SCOPE OF WORK OF SELLER/SUBCONTRACTOR IS INDICATED IN THE CONTRACT. THE DRAWINGS REFLECT SCOPES OF WORK AS REQUIRED FOR PERMITTING OR AT THE DIRECTION OF OWNER / CONTRACTOR. IN THE EVENT OF A DISCREPANCY BETWEEN THE CONTRACT AND DRAWINGS, THE TERMS OF THE CONTRACT WILL GOVERN. MARKUPS #1 BY: DATE: REVISIONS BY: DATE: FOUNDATION PLAN w r w 1 U M a�H c 00U t TUU o x ri a oZ� r�^, �O E -'a V1 V1 N 0 W00 ~l M W H w zcn� Qw Lnav N ❑ t` kf) M O z � w 00 0 as � H w ® cn 00 � O w � O � U U = O a N O W 01 00 U � O O o 00 N s o _ W �A tmyW Nq N mE2 Qti O LLi h4 1 OQ Q W w"� X v o V o£ a mo- Ilk h DRAWN BY DATE DJM 03-15-15 CHECKED BY DATE JSV SCALE 1/8" =1' JOB NUMBER 1719 FILE NAME 1719-STR.dwg SHEET F-2.1 6 MIL VAPOR BARRIER COMPACTED GRADE W 1.4x 1.4-6x6 WWF 11 1/411 4" 11/211 X X . . . x �— \\/\\/\\/\\/\\/\\, x \/ 16" 2- # 5's 12" ON CHAIRS TYPICAL FOUNDATION DETAIL AT RAINLIP SCALE: NTS 59-599 4991 4'— 1 3/499 1 1/4 19 POUR THIS AREA FLAT POUR THIS AREA FLAT FOR WALL FRAMING FOR RAINLIP W1.4x1.4-6x6 WWF F. F. 3/4„� SLOPE 3/4” � 1 /2 F. F. 499 6 MIL VAPOR BARRIER COMPACTED GRADE--/ 2 # 5's - ON CHAIRS 12" 3 FOUNDATION DETAIL AT RECESSED ENTRY FOR 4" FRAMING FD -1 ) RUNNING W/ RAINLIP 6 MIL VAPOR BARRIER COMPACTED GRADE W 1.4x 1.4-6x6 WWF 21/21, 7 4', 2 FD -1 .. ............. K// 16 2- # 5's ------ 12" ON CHAIRS TYPICAL FOUNDATION DETAIL AT SHEETLEDGE SCALE: NTS CASE #1 (A-- 5'-4" COL. SPACING) OF COLUMN 2'-011 40 MIN CONTROL JOINT CASE #2 (± 2'-6" COL. SPACING) U O E -a N CONTROL JOINT � O H F' O 2-01, v o MIN CL OF COLUMN CRACK CONTROL JOINT: 1/8" SAW CUT TO BE MADE WITH IN 24 HR's OF SLAB POUR -f- ( 2 hr's) (TYP. UON.) T /A D WWF AT MID -DEPTH OF SLAB D:DEPTH OR THICKNESS OF SLAB (SEE PLANS) TYPICAL SLAB CONTROL JOINT No. 55 TAT F R10- �s IMPORTANT: RAIN LIP AND SHEET LEDGE ARE VITAL TO THE PROPER FIT OF THE STEEL CONSTRUCTION. CONTRACTOR TO FIELD VERIFY THE SHEET LEDGES AND RAIN LIPS AND IF THEY ARE NOT TO THE DRAWING, CONTACT METAL BUILDING COMPANY BEFORE STEEL CONSTRUCTION BEGINS. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE AS SHOWN IN THE TABLE BELOW. PATTERNS SHALL BE APPROXIMATELY SQUARE W/ RATIO OF LONG SIDE TO SHORT SIDE NOT TO EXCEED 1.5 TO 1.0. SLABnUCKNESs(IN) - 4 5 6 '8 9 10 CONTROL JOINT CUT PLACEMENT SPACING (FT) 12 13 15 18 20 23 25 ELECTRICAL SPECIFICATIONS GENERAL ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE (FBC), NFPA-72, ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. ALL BUILDING WIRE SHALL BE COPPER TYPE "THHN/THWN" FOR ALL SIZES. MINIMUM WIRE SIZE SHALL BE #12 AWG. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SEPARATE NEUTRAL CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYPE E.M.T. WITH SET SCREW STEEL CONNECTORS AND COUPLINGS. ALL EMT SHALL BE A MINIMUM 1/2". ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 P.V.C. ALL CONDUIT SHALL BE INSTALLED CONCEALED AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE USE OF METAL CLAD CABLE (MC) SHALL BE PERMITTED ON THIS PROJECT. CONTRACTOR SHALL COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT OF THE WORK AND COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSIONS IS REQUIRED AS PART OF THIS WORK. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY THE ACTUAL ROUTING OF CONDUITS PRIOR TO BIDDING. PROVIDE ALL 125VAC 20 AMP SPECIFICATION GRADE RATED WIRING DEVICES UNLESS OTHERWISE NOTED. PROVIDE MATCHING COVER PLATES, JUNCTION BOXES AND PLASTER RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH MOUNTED WIRING DEVICES AS NOTED AND AS THE PROJECT CONDITIONS WARRANT. ELECTRICAL SYMBOLS LEGEND POWER 209 DUPLEX RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. WP=WEATHERPROOF. NUMBER INDICATES BRANCH CIRCUIT. SEE PANEL BOARD SCHEDULE. (p GA RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. WP DENOTES WEATHERPROOF COVER. NO FEED THRU TYPE DEVICES TO BE USED. OC JUNCTION BOX WITH IDENTIFIED BLANK COVER C = CEILING MOUNTED 0� CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR * INDICATES FIXTURES IN SENSOR'S ZONE OF CONTROL. Sap 2 -POLE 30AMP MOTOR RATED SWITCH WITH INTEGRAL OVERLOADS. 030 208v 30AMP 2 POLE POWER OUTLET. TWIST LOCK TYPE. LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) ® 1' X 4' LED LIGHTING FIXTURE. NUMBER INDICATES BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. LOWER CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. (NL = NIGHT LIGHT). IQ WALL MOUNTED EXTERIOR LED FIXTURE Q WALL PACK EXTERIOR LED FIXTURE. q�P COMBINATION EMERGENCY LED EXIT SIGN SINGLE OR tb� DOUBLE FACE AS INDICATED WITH INTEGRAL 90 MINUTE EMERGENCY BATTERY POWER SUPPLY, AND. DUAL HEAD LED EMERGENCY LIGHT WHERE INDICATED. NWALL PACK EMERGENCY LIGHTING WITH 90 MINUTE BATTERY PACK. SERVICE AND _ DISTRIBUTION BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED 230, FUSED DISCONNECT SWITCH.2-POLE, 30AMP ASTERISK * INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 3R RATED OUTDOORS. 230., NON-FUSED DISCONNECT SWITCH.2-POLE, 30AMP. NEMA 1 NF RATED INDOORS, NEMA 3R RATED OUTDOORS. AS -BUILT DRAWINGS 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY. SHALL BE PROPERLY 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SEALED. TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA. STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, SET OF CONSTRUCTION "AS-BUILTS" BLUELINE PRINTS WHICH SHALL BE OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD SAW OR ROTARY. CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHANGE ORDERS IN ACCORDANCE VERIFY THE EXACT FINAL LOCATIONAND EQUIPMENT POWER CHARACTERISTICS WITH THE THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS '" . OWNERS AUTHORIZED REPRESENTATIVE AND OTHER TRADESPRIOR TO CONSTRUCTION. PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. `. THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRICAL CODE. H WALL RM - ROOM TO PREVENT DUST FROM SPREADING TOADJACENTAREAS. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO SPEC - SPECIFICATION 12. EACH BIDDER SHALL INSPECT THE SITE AS REQUIRED FOR KNOWLEDGE OF EXISTING SS - STAINLESS STEEL MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. w TVSS - TRANSIENT VOLTAGE SURGE CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING CIRCUITRY CONDUIT AND WIRING, PROTECTION VOLTAGE DROP ULBIDDER`OF THE RESPONSIBILITY TO COORDINATE EXISTING RELIEVE THE SUCCESSFUL BREAKS ELECTRICAL CIRCUITRY OR CONTROL UON - UNLESS OTHERWISE NOTED SENSOR CONDITIONS IN PERFORMING THE WORK UNDERTHIS CONTRACT. THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE OJECT IS IN COMPLIANCE WITH 13. WHERE NEW WORK CANNOT BE .INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES TEMPORARY COMPLETION SHALL AND AS APPROVED BY THE ARCHITECT/ENGINEER.RK MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON COMPLETION OF THE WO AND AT TIMES DURING PROGRESS OF THE WORK WHEN 1 2014 FB -ENERGY CONSERVATION (AS REQUIRED) OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL 0405.7.3 AND NEC 210.19 WITH OCCUPANCY SENSORS: INSTALLATION,' THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS COMPLETION WORK IS FINISHED. SURPLUS RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, G S TO VOLTAGE DROP FOR BOTH POWER PACK: REQUIRED TO INS TALL NEW WORK.: ADDITIONS TO THE CONTRACT COST WILL NOT BE DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT 4, BEFORE ANY CUTTING PATCHING, OR FINISHING WORK IS STARTED,. DUST AND .MATERIALS, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, DISTRIBUTION PANELS (2%) AND ALLOWED THE SITE OF THE WORK. MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND ` AS INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ENGINEER. DOWNSTREAM BRANCH CIRCUITS (3%). N (WHITE) SPECIFIED IN THESE SPECIFICATIONS. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE 14. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. 15. THE WORK SHALL INCLUDE REVISIONS, MODIFICATIONS, AND REWORK OF THE EXISTING AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO N AL SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FACILITY ELECTRIC FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. BEPERFORMEDIN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, CIRCUITS FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE. IF THE PAINTING DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; LL] CIRCUITS A BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF RE ' EXISTING BUILDING CONSTRUCTION, THE EXISTING CONDUIT AND WIRING SHALL BE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN REROUTED AND RECONNECTED WHERE NECESSARY. THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. LO CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS 16. PROVIDE PANELBOARD MATCHING CIRCUIT BREAKERS IN ORDER TO CONNECT NEW PREVIOUS. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL BRANCH CIRCUITS: UPDATE ALL PANELBOARD DIRECTORIES T4 REFLECT THE ACTUAL CONDITIONS. ALL UPDATES SHALL BE TYPEWRITTEN. ALL NEW ELECTRICAL DEVICES MUST ACCEPTANCE TESTING CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL EXISTING ROADWAYS (PAVED OR IMPROVED), V_ BE LABELED AT THE DEVICE WITH CIRCUIT AND PANELBOARD NUMBER. 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND ALSO INCLUDE THE PATCHING OF PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK 17. PROVIDE A COMPLETE FIRE ALARM SYSTEM PER THE REQUIREMENTS OF NFPA-72 AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH DRAWINGS. IT BE THE RESPONSIBILITY OF PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FBC-61G15. INTENT OF SPECIFICATIONS AND SHALL Z THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN FINISHES. CUTTING AND PATCHING - ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE 0 Z SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ENGINEER. zw W 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, JmQ LLI THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE ETC., TO PERMIT INSPECTION AS REQUIRED. C)(D w z_ CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ®F_'" 'oma W a, Q ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY m m o ¢ ( Q LL CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. Q z . U) W W W N z zQ LL u ABBREVIATIONS LIGHTING FIXTURE SCHEDULE KAIC - (THOUSAND) AMPERE O TYPE m MANUFACTURER & CATALOG NO. DESCRIPTION LAMPS VOLTS OR APPROVED EQUALS BY U zQ� Wo INTERRUPTING CAPACITY Q Woo U KCMIL - THOUSANDS OF CIRCULAR A �- COOPER METALUX 1'X4' ACRYLIC LENSED LED STRIP FIXTURE WITH INTEGRAL 47W LED 120 AS APPROVED BY OWNER W �° m MILLS 0 0 40SLSHP384OND-120V TUBE AND WIRE GUARD M 0 LO KVA - KILOVOLT -AMPERES � COOPER SMALL EXTERIOR WALL MOUNTED LED PACK INTEGRAL 120 AS APPROVED BY OWNER w KW - KILOWATT z B It XTOR1A-N-PC1 MOUNTED ® 7'-O"AFF 7W LED a F_ � a LED - LIGHT EMITTING DIODE Q o a COOPER EXTERIOR WALL MOUNTED `LED `PACK MOUNTED INTEGRAL 120 AS APPROVED BY OWNER LTG - LIGHTING c XTOR5ARL-N-PC1 BETWEEN EXTERIOR DOORS ® 8'-0"AFF 50W LED MCP - MOTOR CIRCUIT PROTECTION COOPER RED LED EDGE LIT EXIT SIGN WITH INTEGRAL 90 MINUTE INTEGRAL 120 AS APPROVED BY OWNER MCU - MASTER CONTROL UNIT E APX6-R EMERGENCY BATTERY PACK - UNIVERSAL MOUNT LED MH - METAL HALIDE N - NEUTRALCOOPER WALL MOUNTED DUAL HEAD EMERGENCY LIGHTING FIXTURE INTEGRAL 120 AS APPROVED BY OWNER EM LEMSD WITH INTEGRAL 90 MINUTE EMERGENCY BATTERY PACK LED NA - NOT APPLICABLE NEC - NATIONAL ELECTRICAL CODE NEMA - NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION NFPA - NATIONAL FIRE PROTECTION LIGHTING NOTES: ASSOCIATION 1. PROVIDE ALL DEVICES, MOUNTING EQUIPMENT, CHAIN, STRAIN RELIEFS, CLIPS, ESCUTCHEONS, PLATES AND NF - NON-FUSED STRUCTURAL SUPPORTS FOR THE INSTALLATION AND CONNECTION OF ALL LIGHTING FIXTURES. NIC - NOT IN CONTRACT 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FINAL LOCATION OF LIGHTING FIXTURES. NL - NIGHT LIGHT O.C. - ON CENTER 3. COORDINATE THE ACTUAL TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. P - POLE PNL - PANELBOARD PVC - POLYVINYL CHLORIDE RGS - RIGID GALVANIZED STEEL --- H WALL RM - ROOM POWER 1ST SPEC - SPECIFICATION SS - STAINLESS STEEL SWITCH(S) w TVSS - TRANSIENT VOLTAGE SURGE PACK OCCUPANCY OCCUPANCY SUPPRESSION TYP - TYPICAL UON - UNLESS OTHERWISE NOTED SENSOR SENSOR V - VOLTS W - WIRE WP - WEATHERPROOF H WALL j POWER 1ST 2ND SWITCH(S) w PACK OCCUPANCY OCCUPANCY ®O� ODP7-070 SENSOR SENSOR w (AS REQUIRED) OCCUPANCY SENSORS: LEVITON OSC10-MO H (BLACK) RED POWER PACK: LEVITON ODP7-070 BLACK ADD -A -RELAY: LEVITON ODAOO-000 TO LUMINAIRES N (WHITE) N (WHITE) CEILING OCCUPANCY SENSOR DETAIL WALL SWITCH / SENSOR LEVITON ODSOD-IDA (RED H (BLACK TO MORE LUMINAIRES (IF NEEDED) (RED (BLUE) TO LUMINAIRES N (WHITE) WALL SENSOR DETAIL a��� 730 A ` WALL SWITCH >z TEST SWITCH STA F TEST SWITCH % ®' ® 'i �✓ F H AC H .� AC %moi Y �N BALLAST BALLAST ��✓� ®NAL PE No. 73015 EMERGENCY EMERGENCY BALLAST BALLAST N N cn d- Q -0M O O 00 co M m 00 M M I� L O O d- cn O d- d- cn (U W j Z w ®O� w O > c) W N LL] F_ LO QM\ V_ OQ Z 0 Z 0 zw W Jw00 �. z Q JmQ LLI - -F-: o zw0 <w o w C)(D w z_ > ®F_'" 'oma W a, Q ct Q m m o ¢ ( Q LL Q z . U) W W W N z zQ LL u . �5 Lm� O m m W V MN � U zQ� Wo Q Woo U 0 0w �- M � V =z� UJI 0 zCL W �° m 0 0 M 0 LO � o N o w w z p It W o Q a F_ � a o Q o a N R RED INDICATORR RED INDICATOR LIGHT LIGHT` N UNSWITCHED FIXTURE SWITCHED FIXTURE EMERGENCY BALLAST DETAILS N. (� m co z_:� _ 0 JGEA� OTES -0 9POWER AND LIGHTING IN BUILDING "A". SHALL BE N p O d7p) Q m 1 CONNECTED TO 120/208V, 30, 4W PANEL "A" UNLESS NOTED 0 Co c 45FP C-24:26 OTHERWISE. m 1 G � d- _ O _ .. _. ~ cin O 1 60 2 0 C C _ w�� 1 - _� N __ __ 2. CONTRACTOR SHALL VERIFY NAMEPLATE INFORMATION OF ALL 2 C C 10 — NT PRIOR TO INSTALLATION AND ADJUST CIRCUIT M —10 s z UIPME __ ___. � _____ ___ � HVAC EQ �� , _ a PER ��k -�r s C—� ►� �„ � EMREAKER, DISCONNECT, AND CONDUCTOR SIZE IF REQUIRED. C c) 0 C-0 c0 M M e dam' Off' 3 �° t E. at t It II I 3. CONNECT ALL EXIT AND EMERGENCY LIGHTING AHEAD OF ALL t C-1 a E£ I a z - r' 1 SWITCHING, PROVIDE HOT UNSWITCHED CONDUCTOR. �AfI Ia "a CONTROL SYSTEMS SHALL BE TESTED BY a) E a a10 ° I �C-EN _ �� a,. r I a a a 4. AUTOMATIC LIGHTING CON �® �;' �� I51 lo A THIRD PARTY CONTRACTED BY THE OWNER IN ACCORDANCE 101 x 15, 11,C_ u i a Ix�H WITH FBC ENERGY CONSERVATION C408.3.1 TESTING SHALL It a z$ I _ , . E S _2 ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE F,a , m�a CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER I 2 _ Ob 13 I WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION w CW ` a -N: a A DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. C-12 a9 I �g li ._._ �8 I U�� a I ..,. .,� 0 C-12 METER ME. s 0 .2 v DI III fl l Nl (-_ "r» uvaLvii vv �.. SCALE: 1/8"=l'—O" R1111 TNG 9'C„ SCALE: 1 UU-1 c •28:30 C 0 AREA A ELECTRICAL PLAN 48) 0 C"C-10 AREA B - _ELECTRICAL PLAN 0 z Wiz.. x sus .... REFERENCE NOTES: Oj CONTROL EXTERIOR LIGHTING FIXTURES/BRANCH CIRCUIT VIA INTEGRAL PHOTOCELL WITHIN FIXTURE. 2 CONTROL CORRIDOR LIGHTING FROM CEILING MOUNT CORRIDOR O TYPE OCCUPANCY SENSORS. PROVIDE HOT UNSWITCHED CONDUCTOR TO ALL NIGHT LIGHTS (NL). O3 LOCATE OUTLET ADJACENT TO MECHANICAL EQUIPMENT. IFFY PLAN SCALE: N.T.S. Joy\S�ph�. : ait �`NI�,PE .73015 X STA E r pt i6?LI'$ 5 SHEET �i I� E103 NTE: ELECTRICAL RISER DIAGRAM IS TYPICAL FOR PANEL "B" ELECTRICAL RISER NOTES: Q [ '� 0 UTILITYCOMPANY PAD MOUNTED UTILITY TRANSFORMER. SYMBOL PROVIDE CONCRETE HOUSEKEEPING PAD PER UTILITY COMPANY LUG LOCATION: BOTTOM MOUNTING: SURFACE AIC: 22KAIC TYPE: SQUARED REQUIREMENTS. SECONDARY VOLTAGE = 120/208V 30, 4W. NQ OR EQUAL PANEL PROVIDE NEMA 3R LOCKABLE COORDINATE EXACT TRANSFORMER' LOCATION PRIOR TO CONSTRUCTION. PANEL PROVIDE NEMA 3R LOCKABLE Q "A" ENCLOSURE BRANCH CIRCUIT 0 NEU GND' � 300 AMP ENCLOSURE 200 AMP M..B. 0 120/208V 30, 4W, WP METER MOUNTED ON BUILDING. M..B. O 3 1200, 1 120%�208V O CKT. BKR. POLE TR 4W 3 , 4W 30 4W 1 RECEPTACLES R BOND 1 20 BOND tj 10 10 0 Y -Y -Y-, 2 1 (1) #4/0 AWG CU" GROUND ROD IN 1-1/4" CONDUIT TO 5/8"00' CU CLAD GROUND THREE POINT GROUND FIELD, CONCRETE /PRIMARY CONDUITS AND 2 ENCASED ELECTRODE AND BLDG STEEL. CONDUCTORS PROVIDED BY BUILDING UTILITY CO. STEEL 2 ,2 CONCRETE ENCASED METALLIC ELECTRODE WATER PIPE _ 99 99 99 ELECTRICAL RISER DIAGRAM -PANELS A99 B NTS PANEL. j Q [ '� RATING: 200 AMP M.C.B. SERVICE: 1201208V, 30, 4 WIRE SYMBOL co co 06 06 co co LUG LOCATION: BOTTOM MOUNTING: SURFACE AIC: 22KAIC TYPE: SQUARED NQ OR EQUAL NQ OR EQUAL CKT EQUIPMENT NO. SERVED -LD TYP KVA CKT, BKR. POLEI TR BRANCH CIRCUIT 0 NEU GND' COND 0 CKT EQUIPMENT NO. SERVED -LD TYP KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COMP -Q 1 RECEPTACLES R 0.72 1 20 10 10 10 3/4" A 2 LIGHTING L 0.50 1 20 12. , ;12 112"'' 3 RECEPTACLES R 0.36 1 20 12 : 12 12 1/2" B 4 CORRIDOR LIGHTING L 1.20, , �1-� '" 20 12 12 12 112" 5 RECEPTACLES R 0.36 1 20 1 12 12 12 1 112" C 6 CORRIDOR LIGHTING' L 1.05 1 20 12 12 12 314° 7 EWC R 1.20' 1 20 12' 12 12 1 /2" 1/2"L A 8 SPARE 11 SPACE 0.90 1 20 12 12 9 SPACE 12 EXTERIOR LIGHTING L 0.30 1 20 10 10 10 314" �_B 1 10 SPARE 12 12 1 1/2" 1 20 SPARE 1 20 11 FCU -1 A 3.71 2 60 6 -- 6 1" C 12 EXTERIOR LIGHTING L 0.85 1 20 10 10 10 3/4" 13 --- A 3.71 -- -- 6 18 ISPACE A 14 SPARE 19 SPACE L 1 20 20 10 15 FCU -2 A 6.35 2 100 2 -- 6 1 112" B 16 HP -1 * A 0.20 2 60 8 -- I1 1" 17 -- A 6.35 - 2 15 FCU -5 * A' C 18 24 A ' 0.20 -- --8 25 SPACE 16 19 FCU -3 A 3.71 2 60 6 -- 6 1" A 20 HP -2 * A 0.20 2 60 6 WZ Q 21 -- A 3.71 SPACE 6 mOO w U - 29 SPACE B 22 --- A 0.20 -- -- 6 80 23 FCU -4 A 6.35 2 100 2 -- 6 1112" C -24 1 HP -3* A 0.20 2 60 8 A 25 --- A 6.35 -- 2 34 SPACE A 26 — A 0.20 -- -- 8 O 27 EWH-1 M' 2.25 2 30 16 10 3/4" B 28 HP -4 * A 0.20 2 60 6 -- 8 1" 29 --- M' 2.25 -- 10' A ' 675- C 30 --- A 0.20 -- -- 6 --- 31 SPACE 0.20 -- - C f 42 ISPACE A 32 SPACE EQUIPMENT SERVED 45 6 CONN. LOAD LF DF 1" 33 SPACE REMARKS 42 CIRCUITS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 12 AMPS LIGHTING 1.10 1.25 1.38 MISC. EQUIPMENT 0.00 1.00 0.00 RECEPTACLES (1 ST 10KVA) 2.88 1.00 2,88 REMAINING RECEPTACLES 0.00 0.50 0.00 B 34 SPACE 29 --- A 3.71 -- -- 6 35 SPACE C 30 --- A C 1 36 SPACE 6 31 FCU -9 * .A 6.75 37 SPACE 80 2 2 4 1 112" A A' 38 SPACE 0.20 2 60 8 -- 8 1" 39 ISPACE A 6.75 -- 2 B 40 SPACE 34 --- A 0.20 -- -- 41 ISPACE I 35 FCU -10 * A 6.75 2 C 42 ISPACE 4 1 1/2" C 36 HP -9* A EQUIPMENT SERVED 2 60 CONN. LOAD LF DF 37 --- DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 142 CIRCUITS 148 AMPS LIGHTING 3.60 1.25 4.50 MISC. EQUIPMENT 4.50 1.00 4.50 RECEPTACLES (1ST 10KVA) 2.64 1.00 2.64 REMAINING RECEPTACLES 0.00 0.50 0.00 HVAC EQUIPMENT 41.84 1.00 41.84 KITCHEN 0.00 1.00 0.00 *= FCU AND HP LOADS ARE TOTAL 53.48 NON -COINCIDENTAL © [�) PANEL j V RATING: 200 AMP M.C.B. SERVICE: 1201208V, 30, 4' HIRE SYMBOL co co 06 06 co co LUG LOCATION: BOTTOM MOUNTING: SURFACE NEMA 3R AIC: 22KAIC TYPE: SQUARE D NQ OR EQUAL NQ OR EQUAL CKT EQUIPMENT NO. SERVED -LD TYP KVA CKT. BKR. POLEI TR BRANCH CIRCUIT 0 NEUT GND COND O CKT EQUIPMENT NO. SERVED -LD KVA CKT_ BKR. TYP POLE TR BRANCH CIRCUIT 0 NEU GND COND 1 RECEPTACLES R 0.90 1 1 20 12 12 12 112" A 2 LIGHTING L 0.40 1 .20 12 12 12 112" 3 RECEPTACLES R 1.08 1 1 20 12 12 12, 112" B 4 LIGHTING L 0.40 1 20 12 12 12 1/2" 5 RECEPTACLES R 0.90 1 20 12 12 12 112" G 6 ISPARE 1 20 1.05 1 7 jSPACE 10 10 10 314" 5 IRECEPTACLES R A 8 SPARE 1 20 12 12 1 9 SPACE C 6 LIGHTING L 0.70 B 10 SPARE 1 20 1/2" 7 RECEPTACLES 11 SPACE 0.90 1 20 12 12 C 12 EXTERIOR LIGHTING L 0.30 1 20 10 10 10 314" 13 SPACE 1 20 12 12 12 1 1/2" A 14 ` SPARE 1 20 20 12 15 SPACE 12 112" B 10 EXTERIOR LIGHTING B 16 SPACE 20 10 10 10 17 SPACE 11 RECEPTACLES R 0.90- 1 20 C 18 ISPACE 3/4" C 12 19 SPACE L 0.65 1 20 10 A 20 SPACE R 1.08_ 1 21 SPACE 10 10 10 314" A B 22 SPACE �'� ® 1 20 23 SPACE fY IL n< 15 FCU -5 * A' 3.71 C 24 SPACE -- 6 1" 25 SPACE 16 SPARE 1 A 26 SPACE ry 17 ' --- A 27 SPACE -- -- 6 WZ Q B 28 SPACE SPACE w mOO w U - 29 SPACE 20 ® m 19 FCU -6 * C 30 SPACE 80 4 Uo 31 SPACE 1 1/2" B 20 HP -5 * A A 32 SPACE 8 -- 8 1" 33 SPACE A 625 -- 4 B 34 SPACE C 22 -- 35 SPACE 0.20 -- -- 8 O C 36 SPACE 6.75 2 80 37 SPACE -- 6 11/2" A 24 A 38 SPACE 2 60 6 39 SPACE 1" 25 --- A ' 675- -- B 40 SPACE B 41 SPACE --- A 0.20 -- - C f 42 ISPACE 27 FCU -8 * A 3.71 EQUIPMENT SERVED 45 6 CONN. LOAD LF DF 1" DESIGN LOAD (KVA) REMARKS 42 CIRCUITS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 12 AMPS LIGHTING 1.10 1.25 1.38 MISC. EQUIPMENT 0.00 1.00 0.00 RECEPTACLES (1 ST 10KVA) 2.88 1.00 2,88 REMAINING RECEPTACLES 0.00 0.50 0.00 HVAC EQUIPMENT 0.00 1.00 0.00 KITCHEN 0.00 1.00 0.00 TOTAL 4.26 WIRE AND CONDUIT SCHEDULE j COPPER CONDUCTORS (UON) RATING: SERVICE: SYMBOL co co 06 06 co co ccnn O LUG LOCATION: B07TOM MOUNTING: SURFACE 1NEMA 3R AIC: 22KAIC TYPE: SQUARED NQ OR EQUAL PER/PHASE NEUTRAL COPPER GROUND CONDUIT O#3/0 AWG CU #3/0 AWG CU --- 2" O--- CKT. BKR. JPOLEJ TR --- #4/0 AWG CU 1-1/4" O #600 Kcmil AWG CU #600 Kcmi1 AWG CU --- 4" EJECT NTS LPRIMARY CONDUITS AND CONDUCTORS PROVIDED BY UTILITY CO. RICAL RI STEEL CONCRETE ENCASED ELECTRODE SER DIAGRAM PANEL j N N llzr -� M RATING: SERVICE: 300 AMP M.C.B. 120/208V, 30, 4 WIRE co co 06 06 co co ccnn O LUG LOCATION: B07TOM MOUNTING: SURFACE 1NEMA 3R AIC: 22KAIC TYPE: SQUARED NQ OR EQUAL CKT EQUIPMENT NCS. SERVED -LD KVA TYP CKT. POLE TR BRANCH CIRCUIT O NEUT GND COND 0 CKT EQUIPMENT NO. SERVED -LD TYP KVA CKT. BKR. JPOLEJ TR BRANCH CIRCUIT O NEUT GND COND 1 RECEPTACLES R 0.72 1 20 12 12 12 112" A 2 LIGHTING L 1.20 1 20 12 12 12 1/2, 3 RECEPTACLES R 0.72 1 20 12 12 12 1/2" B 4 LIGHTING L 1.05 1 20 10 10 10 314" 5 IRECEPTACLES R 0.90 1 1 20 1 12 12 12 1 112" C 6 LIGHTING L 0.70 1 20 12 12 12 1/2" 7 RECEPTACLES R 0.90 1 20 12 12 12 112" A 8 LIGHTING L 0.70 1 20 12 12 12 1 1/2" 9 RECEPTACLES R 0.90 1 20 12 12 12 112" B 10 EXTERIOR LIGHTING L 0.65 1 20 10 10 10 314„ 11 RECEPTACLES R 0.90- 1 20 10 10 10 3/4" C 12 EXTERIOR LIGHTING L 0.65 1 20 10 10 10 314" 13 RECEPTACLES R 1.08_ 1 20 10 10 10 314" A 14 SPARE z �'� ® 1 20 �Q fY IL n< 15 FCU -5 * A' 3.71 2 45 6 -- 6 1" C 16 SPARE 1 20 ry 17 ' --- A 3.71 -- -- 6 WZ Q ct A 18 SPACE w mOO w U - 1 20 ® m 19 FCU -6 * A 6,35 2 80 4 Uo 6 1 1/2" B 20 HP -5 * A 0.20 2 35 8 -- 8 1" 21 --- A 625 -- 4 C 22 -- A 0.20 -- -- 8 O Q 23 FCU -7* A' 6.75 2 80 4 -- 6 11/2" A 24 HP -6" A 0.20 2 60 6 -- 10 1" 25 --- A ' 675- -- 4 B 26 --- A 0.20 -- - 6 27 FCU -8 * A 3.71 - 2 45 6 -- 6 1" B 28 HP -7* - A 0.20 2 60 6 - 6 1" 29 --- A 3.71 -- -- 6 C 30 --- A 0.20 -- -- 6 31 FCU -9 * .A 6.75 2 80 2 2 4 1 112" A 32 HP -8 * A 0.20 2 60 8 -- 8 1" 33 1 --- A 6.75 -- 2 B 34 --- A 0.20 -- -- 8 35 FCU -10 * A 6.75 2 80 2 -- 4 1 1/2" C 36 HP -9* A 0.20 2 60 4 -- 6 1" 37 --- A 6.75 -- 2 A 38 --- A 0.20 -- -- 4 39 RECEPTACLES A 0.72 1 20 12 12 112" B 40 HP -10 * A 0.20 2 60 4 -- 6 1" 41 SPACE I I C 42 --- A 0.20 -- -- 4 EQUIPMENT SERVED e CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS 42 CIRCUITS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 232 AMPS LIGHTING 4.95 1.25 1 6.19 MISC. EQUIPMENT 0.00 1.00 0.00 RECEPTACLES ('IST 10KVA) 6.12 1.00 6.12 REMAINING RECEPTACLES 0.00 0.50 0.00 HVAC EQUIPMENT 71.16 1.00 71.16 KITCHEN 0.00 1.00 0.00 *= FCU AND HP LOADS ARE TOTAL 83:47 NON -COINCIDENTAL ENTIRE SHEET IS NEW (1) #4/0 AWG CU GROUND ROD IN 1-1/4- CONDUIT -1/4"CONDUIT TO 5/8"x30' CU CLAD GROUND THREE POINT GROUND FIELD, CONCRETE ENCASED ELECTRODE AND BLDG STEEL. METALLIC WATER PIPE P ANEW "C"I U) j N N llzr -� M CL O CD 0 Uf-' CT O0-) a) m c co co 06 06 co co ccnn O ti r_�- dam -11:3- Z w ® 40 U) j Z w ® W W 0 w r N w LO Q \ M 0 00 Oa Z w C) U� W 00 U' W = U M W 0 �W ZW0 pct w ° ww z_ z �'� ® �E O �.. �Q fY IL n< ma¢ Qw OQ z Z . c~A m W w N zQ Q N z ❑M ry V o Q N w "T D M WZ Q ct Q Z) w mOO w U - U)) w=U ® m O m 4-a ~OQ U Dia w Uo J ■� m w 0 0 co M O `n `- o N_ o �n w w z 0 i - O Q 0- tw- a o Q o a Jo 1,,T1 Harrill, PE �11 ' N0. % O 731% 15 SHEET