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HomeMy WebLinkAbout115 W 1 St 18-3094 Plans Int. RemodelGENERAL CONDITIONS AND NOTES 1, IT 15 THE INTENT OF THE ARCHITECT THAT THIS WORK BE 1N CONFORMANCE Wit -if ALL REQUIREMENT'S OF 'fIIE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSEFE PRIOR '1'O COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN1'HE DRAWINGS AND EXIS'T'ING CONDITIONS TO THE ARCHirEC'1' PRIOR 10 COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMEN'T'S, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOr BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENTOF THE ARCHITEC'E, • 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONS "TRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERE'N'T DE'rA1L IS SHOWN. THE CON'I'RAC'I'OR SHALL CONSULT THE ARCHITECT H, FHERE IS ANY UNCERTAINTY REGARDINGTHE TN'IENI' OR APPLICATION OF A DE"PAUL OR CONSTRUCTION ISSUE. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BYTHE CONTRACTOR PRIOR TO CONSTRUCTION. 7. NOT USED 8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OFTHE BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WI'L'Y ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WCCH REGARD TO 'CHE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMI FING A PROPOSAL. 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCETO INSURE THE SAFh1`Y OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 'THIS INCLUDES, BUT 13 NU"C LIMITED TO, FILE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR 'FIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THr PROJECT. If. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICA'CIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREA'T'ER QUANTI'T'Y, SURFING Fit OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND UEBRIS REMOVED FROM srl'E, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUS'T'ED AND CLEANED, AND ALL'FOILE'F AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOF ALLOW DEBRIS '1'U ACCUMULA'CE. 14. CONTRACTOR TO OBTAIN ALL PERMIT'S, AND PAY ALL FEES AND TAXES. 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE ELSE AVAILABLE DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK, "THE CON'CRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMTfATIONS AT TILE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CON FRACTUR OR ANY SUBCONTRACTORS PRIOR TO ADEQUA'T'E VERIFICA"PION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUS'I•MEN"1. OF WORK SHALL HE THE RESPUNSIBILI'fY OF 'T'IIE CONTRACTOR. 16. SCALING DIMENSIONS FROM PLANS IS PROHIBITED. 17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY 'FILE OWNER. 18. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MA'T'ERIALS FURNISHED BY THE CONTRAC'COR, OR BY '11113 OWNER FOR fIIE CONTRACTORS USE. 19. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUF'ACTURER'S INSTALLATION SPECIFICATIONS FOR SELEC"1'ED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL CONSTRUCTION COMPONENT'S, SHOWING COMPLIANCE Wl'Cll STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE UPDA'T'ED TO 2010. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NA'CIONAL DESIGN SPECIFICATION FOR WOOD CONS'TRUC'TION", LATEST' EDI'T'ION. 2. ALL WALL STUDS, ROOF FRAMING AND MISC. WOOD FRAMING SHALL BE NO.2 SOUTHERN PINE. STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: EXTERIOR 2AWS @t,6" OC INTERIOR 2x4'S @ 16" OC 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY CONSTRUCTION SHALL BE PRESSURE TRHATEU WI'rll WATERBORNE BORATE -BASED PRESERVATIVES IN ACCORDANCE WITH AWPA C3. 4. PLACE A SINGLE 2. SOLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE 'FOP OF ALL LOAD BEARING STUD WALLS. ATTACH ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS TO SLAB WITH E" X 8" MINIMUM J -BOUTS OR h" DIAMETER x 7" MINIMUM EMBEDMENT HILTI KWIK BOLT AT 4'-0" ANCHORED WITH SIMPSON MAS MUDSILL ANCHORS EXCEPT AT WALL ENDS AND OPENINGS. ALL OTHER INTERIOR NON -LOAD BEARING WALLS MAY BE A'T'TACHED WITH HILTI DN72 POWER DRIVEN FASTENERS WITH 7/8" DIAMETER x 5/64" THICK WASHERS AT 10" ON CENTER. 5. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. 6. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ONTHE PLANS. DOUBLE WALL SCUDS (ONE SCUD BEARING, ONE SCUD FULL HEIGHT OF WALL) AT ALL HEADERS UP TO DOUBLE 2.10. AT ALL OTHER HEADERS PROVIDE MINIMUM "FRIPLE WALL STUDS (TWO STUDS BEARING, ONE STUD FULL HEIGHT OF WALL). 7. WALL SHEATHING SHALL BE: AT INTERIOR WALLS PROVIDE H" OR 5/8" GYPSUM WALLBOARD (SEE ARCHITECCUAL DRAWINGS FOR LOCA'T'IONS) EACH SIDE OF SCUDS. PROVIDE SOLID 2X BLOCKING AT ALL SHEET EDGES. BLOCKING IS NOT REQUIRED A'f Not'- LOAD BEARING FARTITIONS, , 8. ALL LUMBER SHALL. BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 9. NAILING SCHEDULE: CONNECTION COMMON NAIL _--_,_ ..-.NUMBER_OR_S PACING SOLE PLATE TO TRUSS OR BLOCKING 16d 161' OC STUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL Lod 24" OC DOUBLE TOP PLATES, FACE NAIL led 16" OC TOP PLATES LAPS AND INTERSECTIONS 10d 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILD-UP CORNER STUDS 16d 24" OC STUDS TO SOLE PLATE, END NAIL 16d 2 STUDS TO TOP PLATE, END NAIL AND TOE NAIL 16d 2 Supplemental General Notes ' I. These duculncnts are intended to provide at least the minilntun infomlation required to obtaining building pernlit> and amstruCtthe building, Contractor shall be responsible to verify and coordinate extent of work with Owner and Owner's other cuusultants in order to properl) and COMPlelely Construct this project. Should Contractor require any clarification or unodillCatian to these documents. Cunlractur shall Contact, Architect prior to start of construction when possible, or during construction before proceeding with additional construction. 2. Contractor shall provide shop eh"awings or additional construction details necessary to properly and completely cunstitm this prgjccl based on prior inspection of the existing construction and these dOelllllents. 3. Contractor shall provide all manufacturers' installation data, including rough opening dimensions, Ibr windows. doors. rooting- siding, sollit:;. and miscellaneous components requiring Florida Product Approval, and/or coordination with other trades. Doors. windows, ceiling and trim materials shall utatch existing, unless noted otherwise or selected by Owner. 4. Contractor to provide shop drawings for afterations to HVAC system components and installation, and provide Cncrg calculations ba,ed on these designed systems and other building components 5. These documents, as instruments Of service, ure the property of the Architect and play not be used or reproduced without expressed written consent of the Architect. 6. Contractor shall haul all rubbish from site on a regular basis, and shall not allow construction debris to accuumlate. 7. Contractor shall coordinate all work with Owner and shall assure that ull business operations will be uninterrupted. 8. Contractors to Obtain all permits, pay all fees and tries. 9. Contractor shall coordinate with Owner placement of furnishing, equiputent and cabinetwork required by Owner, and shall make adjuslmente to plumbing, electric, phole, television and computer services as required by Owner. 10. Architect has not been authorized to provide construction administration Services. Ifsuch services are required or requcstctl. the} will be at M' additional cost at hourly rates, authorized in writing by the Owner. 'this includes, but is not limited to: Review and approval of shop drawings, construction inspections to verity construction progress or progress payments: selection of uldtcrial,: leview of Owner/ConnacRa Agreements; or other services accessary, after the permit is gr mcd by the municipal authority. IL is agreed that the Owua will defend. indenulify, and hold harmless the Architect froul.any claim or Suit whatsoever, including all attoruc} Ices and costs. of dcfcnse or other cora+ involve, arising front or alleged to have arisen from the Contractor's pert-onnanee Or the failure of the Contractor's'.,ioik to confoinl to the docuurents. design intend and the contract g I I. Contractor shall verify location and capacity of existing utilititrue mn. Notify Architect/lin ' cu. i f there are ' require modification Of the constuction plans. e 12. Verity electrical service capacity for new construction. SANFORD FIRE DEPARTMENT F� �7 ���M Sia �( ��. � l THESE PLANS ARE REVIEWED AND L I 4 / (ate ,1 fro �ti/J-•cl CONDITIONALLY ACCEPTED FOR 5 Idj Jed[ /I 1C/ s� �1 q•2. PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEEDI>atif��J,� WITH WORK AND NOT AS AUTHOR I A TO VIOLATE, CANCEL, ALTER OR SE' 2 <nn�Y� ��Mf ASIDE ANY OF THESE PROVISIONS "Y THE TECHNICAL CODES, NOR SH L /� C/N C ISSUANCE OF A PERMIT PREVENT TF E �o� a(aYM cehFCOmy �� FIRE PREVENTION DIVISION FIR THEREAFTER REQUIRING A CORRECTION OF ERRORS ON T E / � � �� < I ''..ANS, CONSTRUCTION OR OTH R 3 J�na/ t�S✓KtRCL o�'C• a. wi��rto�oCJ� �° b SOLATIONS OF THE CODE. �+ REVIEWED BY: doh;u t :; �VCo2°{ MUTT MINNETf P ; sola SANFORD FIRa pT<PT. �?`.� � I � F�;3ekpit, VAR T1,1 . -. _TIF_11 h r-1- G ' 3 #I`JFQ-, l) GUflJQ N�Ca DIVIS10i�1 Jr_._ = FF. N111 IS'>UED SHALL BE CONSTRUED TO BEA Cerl6ii TO PROCEED WITI I THE N/ORK AND NOT AS Ti-;oNTY TO VIOLATE, CANCEL, ALTER OR SET L ` I P AN (,F I I iE PROLVISIONS OF THE TEC N T ERM II PRE VE I AP ' OF 1X ti ILLIN( OF' rICIAI- FROM ERROTHERRS PA e ry! F RE TIOi1 OF ERRGRS IN PIANS. n ViOl�Tlr)NS Or' THIS COOS 4121 _ kl-6C r(; -etc, I I(� 1 I' EF Gkl K t rL o CODE NOTES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2017 6"' EDITION FLORIDA BUILDING CODE, EXISTING - 2017 6`h EDITION FIRE: PLUMBING: MECHANICAL: FLORIDA FIRE PREVENTION CODE - 2017 6°i EDITION FLORIDA BUILDING CODE, PLUMBING - 2017 6d' EDITION FLORIDA BUILDING CODE, MECHANICAL - 2017 6`u EDITION ELECTRICAL: NEC -'2011 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2017 6°i EDITION ENERGY: FLORIDA BUILDING CODE, ENERGY CONSERVATION - 2017 6°i EDITION C Vel CzD�Yaat�11.. Tal `� �L'.� "t:�l"Z,°•M` �F'r•C=%I�,lp o..-j--Fr�.. - _-__."'_�� �iY.lGlt':G•(,GOUG,,.'�.'1.POR� l' Ll lv�.•N"C1G-[ F'?F'' LG>li �i GJ'l�V �..�!.`(. b'�'�Fr`� BUILDING AND CONSTRUCTION _DATA LEVEL 2 ALTERATION LIP TENANT OCCUPANCY CLASSIFICATION GROUP A -ASSEMBLY A-1 THEATER (EXISTING AND REVISED) / a) EXISTING TENANT TYPE CONSTRUCTION TYPE VB, NON -SPRINKLED �r EXISTING TWO-HOUR MASONRY TENANT SEPARATION EXISTING TENANT OCCUPANCY GROUP A -ASSEMBLY A-1 THEATER MAXIMUM BUILDING HEIGHT 1 -STORY, 1 -STORY EXISTING MAX MUM AREA PERMITTED 5,500 SF EXISTING TENANT AREA = 4,795 SF AREA OF PROPOSED INTERIOR IMPROVEMENT: o TOTAL AREA PROVIDED = 4,795 SF CEILING HEIGHT (exposed underside of roof): 15'-10" (EXISTING) ° NEW INTERIOR FINISHES PER TABLE, FBC 803.9 = 20 I A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 JUL 16 2018 s 0 B-FLAMESPREAD 26-75, SMOKE DEV, 0-450 = 209 a C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 "TRAVEL DISTANCE (NON-SPRINKLERED) • 0 'r7 _ -- 0.2" = 180p/3'w door MEANS OF EGRESS MINIMUM CORRIDOR WIDTH 2 FBC 1003 - 1005 MINIMUM NUMBER OF EXITS 2 REQUIRED, PROVIDED = 5 TOTAL OCCUPANT LOAD, FBC TABLE 1004.1.2 PLUMBING MINIMUM FACILITIES (EXISTING) ¢ TOTAL OCCUPANCY = 1209 P = 105 MEN AND 105 WOMEN FBC, PLUMBING, TABLE 403.1 OCCUPANCY -A ASSEMBLY (A-1) / G too 9 P - WATER CLOSETS 1 PER 125 (2WC, 1U provided) 1 PER 65 (3 WC provided) LAVATORIES 1 PER 200 (3 provided) `� �L'.� "t:�l"Z,°•M` �F'r•C=%I�,lp o..-j--Fr�.. - _-__."'_�� �iY.lGlt':G•(,GOUG,,.'�.'1.POR� l' Ll lv�.•N"C1G-[ F'?F'' LG>li �i GJ'l�V �..�!.`(. b'�'�Fr`� BUILDING AND CONSTRUCTION _DATA LEVEL 2 ALTERATION LIP TENANT OCCUPANCY CLASSIFICATION GROUP A -ASSEMBLY A-1 THEATER (EXISTING AND REVISED) / a) EXISTING TENANT TYPE CONSTRUCTION TYPE VB, NON -SPRINKLED �r EXISTING TWO-HOUR MASONRY TENANT SEPARATION EXISTING TENANT OCCUPANCY GROUP A -ASSEMBLY A-1 THEATER MAXIMUM BUILDING HEIGHT 1 -STORY, 1 -STORY EXISTING MAX MUM AREA PERMITTED 5,500 SF EXISTING TENANT AREA = 4,795 SF AREA OF PROPOSED INTERIOR IMPROVEMENT: o TOTAL AREA PROVIDED = 4,795 SF CEILING HEIGHT (exposed underside of roof): 15'-10" (EXISTING) ° NEW INTERIOR FINISHES PER TABLE, FBC 803.9 = 20 a A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 JUL 16 2018 s 0 B-FLAMESPREAD 26-75, SMOKE DEV, 0-450 = 209 a C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 "TRAVEL DISTANCE (NON-SPRINKLERED) y -- 0.2" = 180p/3'w door MEANS OF EGRESS MINIMUM CORRIDOR WIDTH 2 FBC 1003 - 1005 MINIMUM NUMBER OF EXITS 2 REQUIRED, PROVIDED = 5 TOTAL OCCUPANT LOAD, FBC TABLE 1004.1.2 PLUMBING MINIMUM FACILITIES (EXISTING) ¢ ASSEMBLY - FIXED SEATING SEATING SHOWN -THEATER 1 FIXED SEATS = 147 PROPOSED EMPLOYEES (PERFORMERS/STAFF) = (10/THEATER) = 20 LOBBY (TABLES, CHAIRS) 15SF/P = 4803F = 32 PROPOSED MAX OCCUPANT = 209 NOTE: CONTRACTOR TO PROVIDE PLAQUE IN LOBBY AREA STATING:OCCUPANCY 209 MAXIMUM "TRAVEL DISTANCE (NON-SPRINKLERED) 200 FT. (TABLE 1016.2) EGRESS WIDTH/PERSON SERVED 0.2" = 180p/3'w door MINIMUM CORRIDOR WIDTH 44" (minimum 44" provided) MINIMUM NUMBER OF EXITS 2 REQUIRED, PROVIDED = 5 TOTAL PLUMBING MINIMUM FACILITIES (EXISTING) TOTAL OCCUPANCY = 1209 P = 105 MEN AND 105 WOMEN FBC, PLUMBING, TABLE 403.1 OCCUPANCY -A ASSEMBLY (A-1) MEN WATER CLOSETS 1 PER 125 (2WC, 1U provided) 1 PER 65 (3 WC provided) LAVATORIES 1 PER 200 (3 provided) 1 PER 200 (3 provided) SERVICE SINKS 1 REQUIRED (1 provided) WATER COOLERS 1 HI/LO REQUIRED (1 provided) . � a W CSS 404 0 0 W 0 n W 0�,���,. •� � Qd fti ti rT o +' a�c0 a W CO 0 0 W , fas: , yL j f T ■ DRAW! CHECKED DATE t'e,tl lc� J05 No. U PERMITS _ SIF- ,3d S V v u SHEET -,Ptwv� _.. 0 o �h •N R� d C O U 3 4 O d L C .3 o v L O w O }� C W11000 i- ill a c E CHE�ISED. r— 1.5 TON DUCTLESSj A/C DISCONNECT DUCTLESS SYSTEM off=+ #3 AHU#1-96 cfrn OA w/ 4" duct vented to wall with automatic damper and screen. OUTSIDE AIR CALCULATION 5°fes MIN. RE Vf COND. NN!:EVAP- #1 z -m a 1 gx 38 c 4'flex EF -I I 70ctm 8x4 4'fl 39 cfm Secure condensing unit to AHU TONS TOT.MBH 14'flex DB •F WB •F C.F.M. SEER MANUFACTURER MODEL NO. L//� 14'fle 40. x 4 80 67 1333 © .75 SHR NORMAL SPEED i 4 CH14NBO42 FB4CNP042L / Mini Split 1.5 12. 10,3 80 67 383 ® 73 SHR NORMAL SPEED 30.50 CARRIER 40GRQB12 38GRQB12 / WAREHOUSE ONLY PVC COND. Sql crm 1308 20 12 12 12 JIx�II/�1 6 2xcLINE 10'flex1/2" W/PUMPn 1.5 FF H IDE RECEPTICALS 1 /2"MC 12 12 12 20 2 3 20 12 12 cdq24 x 24 LEFT SIDE OFFICE ( ) 24 308 x Z OFFICE (RIGHT SIDE) 1 /2"MC 24 x 24 24 z 24 12 20 4 chn 38 cfin W CONN. LOAD 320cfm 320 cfm DEMAND RECEPTICALS LIGHTING 9.0 KVA TOTAL 125% 5 20 12 MIN. R-6, 1 1/2" F71 - S DUCT OR FLEX IN ATTIC D. C SUPPLY DUCT SUPPORTS PER,REDUCING FITTING FBCM 603.10 i SUPPLY DUCT FLEXIBLE FITTING WITH DAMPER "-AIR GUIDE 24"X24" LAY -IN DIFFUSER (TYPICAL) EXTERIOR LINER SEAL AND FASTEN TO DUCT TRUNK AS PER 2014 FBCM SECTION 603 TYPICAL DUCTWORK BRANCH CONNECTION DUCT INSULATION -PER-\�/ FBCM SECTION 604 V DUCT SUPPORTS PER FBCM 603.10 HANGER CHANNEL 1.5" WIDE (min.) \y '-3" MAX. EXTENSION EA. SIDE TYPICAL DUCTWORK SUPPORT DETAIL HVAC PLAN ) Q (OVA/C COMPRESSOR #1 DISCONNECT --(2) METER BANK EQUIPMENT SCHEDULE OUTSIDE AIR CALCULATION AHU MIN. RE Vf COND. NN!:EVAP- #1 1167 5.0 X 10 + .06 X 1167 96 Secure condensing unit to AHU TONS TOT.MBH HSPF DB •F WB •F C.F.M. SEER MANUFACTURER MODEL NO. #1 3.5 40. 8.2 80 67 1333 © .75 SHR NORMAL SPEED 14.0 CARRIER CH14NBO42 FB4CNP042L / Mini Split 1.5 12. 10,3 80 67 383 ® 73 SHR NORMAL SPEED 30.50 CARRIER 40GRQB12 38GRQB12 / GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN. OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2 8 C 017 F.B.C.M. SEC. 603.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND T NOT LESS THAN 1 INCH AND LABELED L IN ACCORDANCE WITH THE UL -181A PART 1 FOR DUCT BOARD OR UL 181 8 ,PART 1 FOR FLEX. ALL CLOSURES lOUI AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M, CHPT. 6 SEC. 603 ALL THR -W U ALL FLOOR &CEILING PENETRATIONS INTO E SECTION T TH DUCT SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL B PROVIDED E RO IDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERSOVER 20 ( 00 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY: F.B.C.M. 2017 CHAPTER b, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT" OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2017 SEC. 606.2.3 AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.B.C.M. 2017, SEC. 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 9. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2017 CHAPTER 6, SEC. 601.4 10. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR STOPPAGE. AUXILLARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5" AND BE A MIN. 3" LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE. AN AUX. PAN W/O SEPARATE DRAIN LINES SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND 3' HORIZONTAL 11. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R.2017 CHAPTER 3, SEC. 307 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. 13. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, ITS CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE FIVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. OUTSIDE AIR CALCULATION AHU SQ. FT. AREA CFM/PRSN + CFM/FT2 MN OIA. CFM #1 1167 5.0 X 10 + .06 X 1167 96 Secure condensing unit to straps secured to Building wall concrete pad with I" wide Mini Split 180 5.0 X 1 + .06 X 180 16 Prolective metal jacket - strops min. 22 gauge, !10 point to match Arch. screws 3/4" long with guskeled washers/ Tu[cprn EXHAUST FAN SCHEDULE 14"x11 2° LOAD FAN# MFG. I TYPE ICFM IVOLTS DUCT DIA. 4" concreteP ad 2 E EQUIV QUIV ORALENT CEILING EXHAUST FAN 50 120 4 INCHES WALL SWITCH (1 -WAY) GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN. OF 4 INCHES ON EACH SIDE IS SUFFICIENT. 2 8 C 017 F.B.C.M. SEC. 603.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND T NOT LESS THAN 1 INCH AND LABELED L IN ACCORDANCE WITH THE UL -181A PART 1 FOR DUCT BOARD OR UL 181 8 ,PART 1 FOR FLEX. ALL CLOSURES lOUI AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M, CHPT. 6 SEC. 603 ALL THR -W U ALL FLOOR &CEILING PENETRATIONS INTO E SECTION T TH DUCT SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED. 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL B PROVIDED E RO IDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERSOVER 20 ( 00 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY: F.B.C.M. 2017 CHAPTER b, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT" OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2017 SEC. 606.2.3 AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.B.C.M. 2017, SEC. 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 9. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2017 CHAPTER 6, SEC. 601.4 10. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR STOPPAGE. AUXILLARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5" AND BE A MIN. 3" LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE. AN AUX. PAN W/O SEPARATE DRAIN LINES SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW. ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND 3' HORIZONTAL 11. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R.2017 CHAPTER 3, SEC. 307 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. 13. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, ITS CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE FIVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. AIR BALANCE SCHEDULE Provide 4" pvc sleeve at- +123 pennetralion and seal ends +1716 watertight Install as per '1017 FBCM Refrigerant lines metal Secure condensing unit to straps secured to Building wall concrete pad with I" wide 1 galvanized sheelmelal Prolective metal jacket - strops min. 22 gauge, !10 point to match Arch. screws 3/4" long with guskeled washers/ Tu[cprn Condensing unit 14"x11 2° LOAD For units between 24" and PLUMBING FIXTURE CALCS 36", three screws shall be NEUT usedP er side. =_ 4" concreteP ad - AIR BALANCE SCHEDULE AHU1 OUTSIDE AIR INTAKE CFM +123 SUPPLY AIR CFM +1716 RETURN AIR CFM 1593 EXHAUST CFM -100 TOTAL BUILDING PRESSURE "0" CFM Neoprene vibration isolators - optional- L-,. Condensing Unit Mounting Detail JIM CEILING EXHAUST FAN DETAIL ROOF CURB FLAT ROOF CAP CEILING ROOF ROASHING 1 MIN. CEILING/ 4" EXH. DUCT FRAMING EXHAUST FAN 4" EXHAUST DUCT c°y CEILING CEILING �rP� GRILLE DUCT PLACEMENT DETAIL INLINE SUPPLY BRANCH ( > \ SUPPLY BRANCHES F -NR FLOW PERPENDICULAR SUPPLY TRUNK NOTE: ALL SUPPLY DUCTS MUST HAVE A MIN. OF 2' DISTANCE BETWEEN EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. 2„ VTR VTR I I T GG ism%G I 3/4"MC ACU #1 (L • 6 .-1 -yL r 1 BKR S 'C' p G� NEUT G COND DESCRIPTION SP� LOAD PLUMBING RISER PLUMBING FIXTURE CALCS BUSINESS (1) PERSON PER 100 S.F. 1220/ 100 = 12 PEOPLE STORAGE (5-2) WAREHOUSE 5,410 S.F./500 = 1 1 PEOPLE OCCUPANCY LOAD = 23 PEOPLE PER TABLE 2902.1 (MIN) OCCUPANY B (1) HC WATER CLOSET, LAVATORY & DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. WAREHOUSE - UTILITY SINK SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. DUCTLESS SYSTEM GENERAL ELECTRIC NOTES 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS 3. LABOR FOR THE INSULATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRIC CONTRACTOR'S SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANIS OF THE PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE INCOMPLIANCE WITH THE SPECIFIC CONTRACT DRAWINGS 4. ALL DESCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING CODES AND STANDARDS: 2014 FLORIDA BUILDING CODE, 5TH ED., NATIONAL FIRE ASSOCIATION, NATIONAL ELECTRIC CODE, 2011, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, AMERICAN NATIONAL STANDARDS INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED INSPECTIONS 7. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS OF CIRCUITS AND OUTLETS, SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN OF ELECTRICAL COMPONENTS 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE SECURE SUPPORT, PER N,E.C. FOR ALL ELECTRICAL COMPONENTS 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATIO 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION WITH THE WORK OF OTHER TRADES AND SPACES PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES. SIMPLIFY INSTALLATION WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. THE DRAWINGS ARE NOT INTENDED TO BE SCALED REFER TO WRITTEN DIMENSIONS. 12. WHERE DISCREPANCIES OCCUR, THE DEIGNER/ENGINEER SHALL BE NOTIFIED PRIOR TO DOING THE WORK. 13. SEAL ALL PENETRATIONS OF FIRE RATED WALLS WITH U.L. APPROVED FIRESTOPPING MATERIAL TO PROVIDE AN EQUAL RATING. 14. PROVIDE ALL LABOR, MATERIALS,EQUIPMENT, AND TOOLS TO PREFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS 15. PANEL SCHEDULES AND RISERS ARE GENERIC. ELECTRICIAN TO ENSURE PANELS AND RISERS MEET CURRENT CODES AND COMPLY WITH 2014 NEC. 1.5" ELEC. CONDUIT ((h' A/C COMPRESSOR #1 � -A/C DISCONNECT --(2) METER BANK PANEL A" SCHEDULE (OFFICE & WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP 'EQ" 30 10 SIEMANS TYPE 10 3/4"MC ACU #1 BRANCH CIRCUIT 10,000 A.I.C. INTEGRATED BRANCH CIRCUIT AHU til CIR.# BKR FI NEUT GND• COND DESCRIPTION LOAD LOAD DESCRIPTION COND CND. NEUT H BKR CIR.# 1Rc 120 VOLTS WALL SWITCH (2 -WAY) WIRE 3 POLE WALL SWITCH (1 -WAY) KVA KVA SINGLE POLE 4' LONG 6 BULB LEDFEE WIRE WAREHOUSE ONLY 33 OWNER TO LOCATE 1 20 12 12 12 1 /2"MC O LEFT SIDE RECEPTICALS 1.5 1.5 FF H IDE RECEPTICALS 1 /2"MC 12 12 12 20 2 3 20 12 12 12 1 /'L"MC LEFT SIDE OFFICE ( ) 1.5 1.5 OFFICE (RIGHT SIDE) 1 /2"MC 12 12 12 20 4 38 EQUIPMENT SERVED W CONN. LOAD RECEPTICALS DF DEMAND RECEPTICALS LIGHTING 9.0 KVA TOTAL 125% 5 20 12 12 12 1 /2"MC OFFICE (BACK) 1 5 1 5 WAREHOUSE (RIGHT SIDE) 1/2"MC 12 12 12 20 6 12.5 KVA OO TOTAL EQUIPMENT SERVED Pa RECEPTICALS U) 25 KVA RECEPTICALS 40.25 KVA(1000)/ 1.73 x 208v = 1 1 1.8 AMPS TOTAL CONNECTED LOAD W 7 20 12 12 12 1 /7'MC OFFICE (BACK)1 5 1 5 WAREHOUSE (RIGHT SIDE) 1 /2"MC 12 12 12 20 8 12 W Cl LIGHTING JQ < RECEPTICALS p0 M T 2 9 20 12 12 12 1 /2"MC WAREHOUSE (LEFT SIDE) 15 1.5 WAREHOUSE (RIGHT SIDE) 1/2"MC 12 12 12 20 10 0 Ij RECEPTICALS IT LIGHTING 11 20 12 12 12 1 /2"MC WAREHOUSE (LEFF SIDE) 15 15 WAREHOUSE (RIGHT SIDE) I/2"MC 12 12 12 20 12 RECEPTICALS LIGHTING 13 20 12 12 12 1/2"MC WAREHOUSE (LEFT SIDE) LIGHTING 1.5 1.5 IRRIGATION PUMP 1/2"MC 12 12 12 20 14 15 20 12 12 1'L I/2"MC OUSE WAREHOUSELEFT SIDE ) NG 1.5 1.5 1/2"MC 12 12 12 20 16 PUMPRECEPTCALLSD 17 20 12 12 12 1 0"MC WALL PACKS 1.5 BLANK 18 27 30 10 0 10 3/4"MC ACU #1 2.5 5.0 I AHU til 3/4"MC 10 0 10 40 32 29 30 10 0 10 3/4"MC 3/4"MC 10 0 10 40 34 31 GH OUTLETS 1Rc 120 VOLTS WALL SWITCH (2 -WAY) BLANK 3 POLE WALL SWITCH (1 -WAY) BLANKE34 SINGLE POLE 4' LONG 6 BULB LEDFEE WAREHOUSE ONLY 33 OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS BLANK BLANK N Z 35 40 10 0 10 3/4"MC ACU #3 5.0 1 W BLANK 36 37 40 10 U 10 3/4"MC1 1 BLANK Ja 38 EQUIPMENT SERVED W CONN. LOAD DF DEMAND LIGHTING 9.0 KVA TOTAL 125% 11.25 KVA W WW RECEPTACLES - OTHER 16.5 KVA DEMAND 100% 16.5 KVA ; AIR CONDITIONING ACU & AHU 12.5 KVA AMPS 1007o 12.5 KVA OO TOTAL EQUIPMENT SERVED Pa U) 25 KVA TOTAL DEMAND LOAD 40.25 KVA(1000)/ 1.73 x 208v = 1 1 1.8 AMPS TOTAL CONNECTED LOAD W ELECTRICAL SCHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT (4)FLUORESCENT 40w EA. LED CAN LIGHT I 75 WATT WALL PACK W/ LIGHT SHEILD EMERGENCY LIGHTS BATTERY BACK UP EMERGENCY LIGHTS BATTERY BACK UP EXHAUST FAN® TO EXT. BLDG. 50 CFM DUPLEX OUTLET 1P120 VOLTS GH OUTLETS 1Rc 120 VOLTS WALL SWITCH (2 -WAY) 3 3 POLE WALL SWITCH (1 -WAY) SINGLE POLE 4' LONG 6 BULB LEDFEE WAREHOUSE ONLY CAT 5 OUTLET OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS 18x18 WIRE WAY TROUGH N3R O U -L-L --c-L FROM TO BAY FUTURE TRANSFORMER O 2.5'CONDUIT W/(4)250ALUM. © METER BASE, 200 AMP, 3 PH © 200 A 3 PH. FUSIBLE DISCONNECT 2.5" CONDUIT W/(4) 250 ALUM. W/164 Cu GROUND Q (2) 3.5" CONDUITS W/(4) 250 MCM ALUM. PER CONDUIT W TH N H /SC INSULATION O 2/0 Cu TO NEUTRAL AND GROUND. BLOCK IN WIRE WAY G (2) 5/8" x 10' GROUND RODS C APART F1 FRAME STEO ND WIRE TO METAL BLDG. MAIN 1 EL ELECTRIC RISER REVIEWED BY: MATT MINNETTO SANFORD FIRE DEPT. DATE: _p PERMIT T' ax z• }' fk�,s tTr," °elI; 4; 'd e' C NS lCO F : ' /V JUL 2 5 2010 . d� .,OR��P �. ERMOCRAY64$ 1E''6ASTILLO, P.E. DATE FL. REG. # 52590 Hata IM 1 -1 Z Q J _0 Z Q w 2 W U) 0 W LU C( 7 m Q c 0U) Z Z W 0 0 I j ,_-• 4_1 J C) LL_ U)m0C) Z 00 0 o LL. (0 o IT <1U d E o a 0 E J(0 cu U LL 02 E Z (9cNo CU F_ Z N U) O Z W 0_ r N O I- Q W lq' N J U) F- W O U z � Z2O 0 O O Q 0- X Q N J W Q = c� Q I- L_ W DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5 4 LU W , Q :D I 0T J. O Y)•I w I- W ZZ W w 0a �Z N Z l_ Q ) W OZ 0 O W W r Ja I W Z F- W WW Z I- U) ; E � _j li OO OU !� U) W U) W < Of O O 12 W Cl Q JQ < p0 M T 2 r1l Q o 0 o 0 Ij IT Hata IM 1 -1 Z Q J _0 Z Q w 2 W U) 0 W LU C( 7 m Q c 0U) Z Z W 0 0 I j ,_-• 4_1 J C) LL_ U)m0C) Z 00 0 o LL. (0 o IT <1U d E o a 0 E J(0 cu U LL 02 E Z (9cNo CU F_ Z N U) O Z W 0_ r N O I- Q W lq' N J U) F- W O U z � Z2O 0 O O Q 0- X Q N J W Q = c� Q I- L_ W DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: MECH SHEET: 5 OF 5