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HomeMy WebLinkAbout3854 Caboose Pl #17-3306- Interior alterationsI0 110G COUNTY OF SEMINOLE IMPACT FEE STATEMENT S'T'ATEMENT NUMBER: 18100003 DATE: April 25, 2018 �" X13 BUILDING APPLICATION #: 18-10000390 BUILDING PERMIT NUMBER: 18-10000390 UNIT ADDRESS: CABOOSE PL 3854 21-19-30-5SW-0000-0040 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BOLDER PROPERTIES ADDRESS: 1740 SE 18th ST OCALA FL 34471 LAND USE: WAREHOUSE/STORAGE/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3854 CABOOSE PL /S12250OFFGSF (2 TENANTS) WAREHUCE --------------------------------------------------------------------- --------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Office 1,545.00 ROADS -COLLECTORS N/A Office .00 FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A .745 1000gsft 1,151.02 .745 1000gsft .00 .00 .00 .00 .00 .00 .00 AMOUNT DUE 1,151.02 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF' THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT.' FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID 1F A BUILDING PERMIT IS NOT �/ 1 ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE; (t l/ 0 a N NT R OR ALTERA�TION P LAN %-Qw0i -I- E I CABOOS..E PLACE WAREHOUSE MAW SANFORD, FLORIDA 3.171 NOTES TO CONTRACTOR: 1. THIS IS A BUILDER'S SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AND CODE COMPLIANCE. THESE PLANS ARE ADEQUATE FOR CONSTRUCTION BY A LICENSED KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR FAMILIAR.WITH THIS TYPE OF CONSTRUCTION AND THE 2014 FLORIDA BUILDING CODE, 5TH EDITION. 2. THE GENERAL CONTRACTOR AND HIS SUB CONTRACTORS SHALL CAREFULLY STUDY AND COMPARE CONSTRUCTION DOCUMENTS FURNISHED BY THE ENGINEER AND THE OWNER PRIOR TO START OF CONSTRUCTION. ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED DURING PLAN REVIEW OR CONSTRUCTION SHALL BE REPORTED TO THE DESIGN PROFESSIONAL IMMEDIATELY. ANY FAILURE TO REPORT SUCH DISCOVERIES SHALL BE THE CONTRACTOR'S LIABILITY. 3. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL APPLICABLE GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. 4. IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS ITS APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM DESIGNER AND OR ENGINEER OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN ARCHITECTURAL SITE PLAN APPLICABLE CODES - 2017 6th ed. FLORIDA BUILDING CODE (BUILDING) - 2017.6th ed. FLORIDA BUILDING CODE (PLUMBING) - 2017 6th ed. FLORIDA BUILDING CODE (MECHANICAL) - 2017 6th ed. FLORIDA BUILDING CODE (ACCESSIBILITY) - 2017 6th ed. FLORIDA BUILDING CODE (ENERGY CONSERVATION) - 2017 6th ed. FLORIDA FIRE PREVENTION CODE - 2015 NFPA 101 LIFE SAFETY CODE - 2014 NATIONAL ELECTRICAL CODE - ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY INDEX OF DRAWINGS BUILDING PLANS TS 1 TITLE SHEET A-1 2 FLOOR & LIFE SAFETY PLAN MECH-1 3 ELECTRIC & PLUMBING PLAN HVAC 4 HVAC PLAN UTILITY COMPANIES SERVICE LOCATION CONTACT WATER & SEWER CITY OF SANFORD RICHARD BLAKE Z P.O. BOX 1788 (407) 688-5101 L SANFORD, FL. 32772 SOLID WASTE WASTE PRO LAURA ARDIS Z 2101 W. S.R. 434 (407) 774-0800 LONGWOOD, FL. 32779 W TELEPHONE: AT&T MARTIN NOSIE w 132 COMMERCE WAY (407) 327-0447 �� SANFORD, FL. 32771 ..� N ELECTRICAL POWER: FLORIDA POWER & LIGHT JOHNNY WILSON 1--�/ P.O. BOX 2149 (407) 328-1922 SANFORD, FL. 32772 O® GAS: FLORIDA PUBLIC UTILITIES MICHELE MEDINA 450 SO. RICHARD BEALL BLVD. (386) 668-2600 DEBARY, FL. 32713 CABLE: BRIGHTHOUSE NETWORKS MARVIN USRY 100 GORDON STREET (407) 291-2500 < SANFORD, FL. 291-2500 FIBER OPTIC: LEVEL 3 COMMUNICATIONS SONNY JAROCK 1025 ELDORADO BLVD. MAPPING COORDINATOR BROOMFIELD, CO. 80021 (877) 366-8344 OR �® LL00 (720) 888-3151 DESIGN CRITERA CONSTRUCTION TYPE: TYPE II B, UNPROTECTED, FIRE_ SPRINKLED SINGLE STORY BUILDING NON COMBUSTIBLE CONSTRUCTION BUILDING HEIGHT: 20' FRONT EAVE HEIGHT, 25' REAR EAVE HEIGHT j MIXED OCCUPANCY CLASS: BUSINESS (B) & STORAGE (S-2) SUITE "A" OCCUPANCY LOAD: (WEST BAY, ONE TENANT) BUSINESS -100 GROSS S.F./ PERSON 1,000/100 10 PEOPLE WAREHOUSE- 300 GROSS S.F./ PERSON 10,000/300 34 PEOPLE OCCUPANCY LOAD 44 PEOPLE PARCEL I.D. 2 1 - 19-30m5SW-0000-0040 2 1 m 19-30®5SW-0000-0050 DANIEL FOX BOLDER PROPERTIES, LLC 1740 SE 18TH STREET OCALA, FL. 34471 TELEPHONE (352) 620-2004 FAX (352) 620-2049 E-MAIL: danfox@dlfoxproperties.com PROJECT MANAGER: JHR CONSULTANTS, INC. 312 FOREST AVE ALTAMONTE SPRINGS, FLORIDA 32701 TELEPHONE: (407) 262-9176 FAX: (407) 262-9170 E-MAIL: jackreynolds.@embargmail.com CONTACT: JACK REYNOLDS ENGINEER: CASTILLO ENGINEERING SERVICES, LLC. 2381 CREST RIDGE COURT SANFORD, FL 32771 TELEPHONE: 407-474-9181 FAX: 407-328-5397 E-MAIL: rick@rcengineering.cc CONTACT: RICK CASTILLO CONTRACTOR: WOOD KNOT CONSTRUCTION COMPANY 1191 STANLEY STREET LONGWOOD, FL 32750 TELEPHONE (407) 830-9912 FAX (407) 831-6981 E-MAIL greg.edebohls@gmail.com CONTACT: BOB EDEBOHLS tiCity of Sanford Oil and Grease Program 'q/ 8' Initials & Date PERMIT # OFFICE t(l� G G't1 ��aeeeonaaaeac - �"t °% OAST/���®��a E N S�. ✓ted 52590cc w a f AE F rya NA\,O�`°� ERMOCRATES E. CASTILLO, P.E. FL. REG. # 52590 LIAR •Z g 1018 DATE z 0 U DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8"=1' DATE: 03/27/18 SHEET NAME: S SHEET: 1 OF 4 Q C'7 U U o Z u L w Z O U� Z —) Ld ry rr NO Q � r N 7, W r. (12)Z U ...j TF -Z o UZpd co w O ma -i 0- �� LL ..� N r �/ / 1--�/ J _j O® W _j®LL 1=- O < Q U W �® LL00 Lo zQ 07 DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8"=1' DATE: 03/27/18 SHEET NAME: S SHEET: 1 OF 4 Q C'7 U U o Z u O(0 w Z vj N o aa) Qr- Z —) Ld ry rr NO Q � r N 7, r. (12)Z U ® TF -Z o UZpd co O ma -i �� LL ..� N mQHu- w DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8"=1' DATE: 03/27/18 SHEET NAME: S SHEET: 1 OF 4 245'-0" --- 27'-6„ 7,_ » 7, „ 6'-6°) 27f -O's 6'-6„ -27'-6)'7,T rx---'--'L-----x-- -�C- -- -�---- -�F- -- --.-�-._--�--------A------x---- -�-_ --- -�= 3- = � __ �--- -.- --� -- _ ___�-------,-- _ � �:�_-.�=--a---- :'-.-----Z ----�--_--=� �==.--K-=--_��� ����ai-�=�-gin-= =� l -F� - I II II I II • II I ell •Ile Ilo oII IIz II Io ml ! LOADING DOCK I ro ll lI NII Ix l �I � xll IIN i I I INII IF II II `-II II i II l II II I� • • e r4o • • �( l 1-ir I I Iii I l EXISTING � I TRUCK PIT AND LOADING AREA l EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM 2,800 S.F. EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM I II II 1 II Qo WAREHOUSE AREA lw I I pl I I 9,030 S.F. I I I I I f �I II II l II II � II ll II II II bl Inl m �I l I II II II , (I II II fl ll II II ( I I,� I,�I EXI S"PIN G II II 1,000 S.F. OFFICE I I I I TRUCK PIT I IS- I 9,615 S.F. WAREHOU.�E l 100 -o"141 1 IH 10,615 S.F. TOTAL �� II II I II hal II II � II II II II � I'I II II II � II II II II II ll II II � lI III -----------.-------------1I Il II II � I I II II ' I.II 111 s5' -a" I I I I 1 I I ( UTILITY SINK _ I ' I B PLUMf31NG WALL %~ A/5 CABINL�r ® I I I I I j" I II I II 0'-0"S"FORAGE CONFERENCE ROOM -/ OFFICE #5 f I 1 I I IW l II 12" i BREAK ROOM I 18, ( _ 4„Ij I ------ I _..__ 1�-r 8” —0'-40'-4MENS , 'oRAMP WOMENS BREAKRUOv '-10" 20'- 4„ -11 4 --- 111 -� IIIIIII fI(IIII IIIIII rIIIII7lII I(IIII -----_-------_-- -�---,.-. ..--- hIILU OF -.----._- -- SECRETARY HO DC R—ET--A-�FY x1 4' o7 3070 [O=FFICE 1,970 S.F. OFFICE AREA X UJI- 300 • • 1000F. OPEN 19'-sOFF CE s s 0110 n OFFICE #1 AC -1-1 OFFICE #2 OFFICE #3 OFFICE #4 II ILL DOK--IEXISTING CLOS� O11-6FENCE xMETER BANICHAINLINR MAIN DISCONNECT OFFICEOFFICE RECEPTION 7_ POCKET _ I� I� 1 T2” 40 aI I III ll ME12'-4" 12'-4" 12'-4" 1CLOSET =_ --- - --- _ _ - _- __---- --_ ----- -- -__-- _ - ���IC__._ -- ---_......-_-��-= lid_-- --� _-----._F39QF-IBE..------- I�I------� F -UNF - a` EXISTING AWNING 3 _0 I I I EXIST. FIRE RISER CLOSET %'„ I I 110'-0" l I m 13 IN WALLS ='C" CHANNEL BOTTOM PLATE ATTACH TO SLAB W/1" PINS. 32" 0/C (TYP) CONC. SLAB R-13 IN WALLS TYPICAL INTERIOR WALL SECTION NI b FLOOR AREA CALCULATIONS LEGEND 1,970 S.F. OFFICE I 9,030 S.F. WAREHOUSE ® ABC FIRE EXTINGUISHER (HANGING) 11,000 S.F. TOTAL . 4211 EMERGENCY LIGHT W/ BATTERY BACKUP WALLe LEGEND _ EXIT EXIT & EMERGENCY LIGHT W/ BATTERY BACKUP INTERIOR MTL. FRAMED WALL 54" MIN. EXIT EXIT ATTERY BADIRECTIONAL KUP TIONALARROW NON BEARING S6 MIN. 12" 42" MIN. -o 10, TRAVEL DISTANCE & DIRECTION ® ■ CMU EXTERIOR WALLS r— 71IJ2" MIN MIN GRAB BAR - ALL NEW WALLS ARE MEASURED FROM CENTERLINE TO CENTERLINE U.N.O. MEASUREMENTS BEGIN AT EXISTING CMU WALLS DOOR AND HARDWARE SCHEDULE SYMBOL QTY -1 12 METAL ROOF DECK W/PURLINS SIZE — ^1/2—r 0 6 SOLID RA WOOD W/ ME 3'xT THUMB OR KEYS I LR -30 INSULATION AGAINST I 2 STEEL DOOR W/ STEEL FRAME 3'x7' METAL ROOF PANELS I G 70-aocN Z) c Q U N -------- �a) O ' I ATTACH "C -'CHANNEL TOP - � .E x o PLATE TO PURLINS W/ _E #8 SELF TAPPING SCREWS N ! I 0' WIRES ATTACHED TO ROOF PURLINS 6"max 0 HEIGHT AND I TO SUPPORT TILE CEILING GRID KNEE < HC DRINKING FOUNTAIN 1/2" DRYWALL— _ i 1 TO ROOF DECK F i I THIS SIDE ONLY z I 1 R-10 INSULATION AGAINST 1 R-131 INSULATION CDMETAL WALL PANELS 1 0 i o = ' NACOUSTICAL TILr CEILING ON GRID w w a PROP. NON BEARING PROP. 3-5/8", 20 GA. - 3 -5/8" 25g4. MTL MTL. STUDS. 16" 0/C, STUD WALL 16" 0/C 20 GA. W/ 1/2 DRYWALL W/ 1/2- DRYWALL m 13 IN WALLS ='C" CHANNEL BOTTOM PLATE ATTACH TO SLAB W/1" PINS. 32" 0/C (TYP) CONC. SLAB R-13 IN WALLS TYPICAL INTERIOR WALL SECTION NI b FLOOR AREA CALCULATIONS LEGEND 1,970 S.F. OFFICE I 9,030 S.F. WAREHOUSE ® ABC FIRE EXTINGUISHER (HANGING) 11,000 S.F. TOTAL . 4211 EMERGENCY LIGHT W/ BATTERY BACKUP WALLe LEGEND _ EXIT EXIT & EMERGENCY LIGHT W/ BATTERY BACKUP INTERIOR MTL. FRAMED WALL 54" MIN. EXIT EXIT ATTERY BADIRECTIONAL KUP TIONALARROW NON BEARING S6 MIN. 12" 42" MIN. -o 10, TRAVEL DISTANCE & DIRECTION ® ■ CMU EXTERIOR WALLS r— 71IJ2" MIN MIN GRAB BAR - ALL NEW WALLS ARE MEASURED FROM CENTERLINE TO CENTERLINE U.N.O. MEASUREMENTS BEGIN AT EXISTING CMU WALLS DOOR AND HARDWARE SCHEDULE SYMBOL QTY -1 DOOR TYPE SIZE HARDWARE 0 6 SOLID RA WOOD W/ ME 3'xT THUMB OR KEYS �B 2 STEEL DOOR W/ STEEL FRAME 3'x7' LEVER/ LOCKSET GRAB BAR AT BACK WALL PAPER TOWEL DISPENSOR MIRROR- INSULATI N ' o ► I , .N .G 6„ 0) _MIN..,MAA. 17” M I N LAVATORY CLEARANCE TOILET PAPER--L_Ia TED 7„-9„I --AT o - rn 1 I I � N — GRAB BAR AT SIDE WALL ENLARGED HANDICAP BATHROOM 1. INSTALL EMERGENCY LIGHTING TO PROVIDE A MINIMUM ONE FOOT CANDLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILTIY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE OR ANY MANUAL ACT, INCLUDING ACCIDENT. A FIRE INSPECTION SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL 2. LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FROM INSIDE THE BUILDING. 3. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2AIOBC FOR EVERY 3,000 S.F. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHERS SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 4. ALL REQUIRED EXITS AND WAY OF TRAVEL TO THE EXITS, LEADING TO THE OUTSIDE OF BUILDING, SHALL BE CONTINUOUSLY MAINTAINED AND FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. LIFE SAFETY EXIT & TRAVEL DISTANCE # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 # OF EXITS REQUIRED (WAREHOUSE) ) TOTAL # OF EXITS PROVIDED 2 M7 X-0FFrC_TRAVEM1S T 300' ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 90' MAX. WAREHOUSE (S-2 & F-1) TRAVEL DISTANCE TO EXIT 0 ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 135' MINIMUM CORRIDOR WIDTH 44" (36" UNDER 50 PEOPLE) Qaa�aaa�aaeee IN .� N 5 590 r 0., S ATE O 1 v y MAR Eftii Cif tfi E. CASTILLO, P.E. FL. REG. # 52590 "f-% 1 L_ ti u 0 0 z W ~ 0 O Uco 0 << U- Q.. w LLl Lt 0 Q z � 0 Q 0 L- �. 0 Q ❑ w w -t0 < z ooZ U) -- m Q V J w _LL __.I 17” C'7 Q MIN. Z Q. 19" F-- E MAX. Zr r � 'O G 70-aocN Z) c Q U N �a) O WZ0 � .E x o IYLLw.. _E cQ Q F- l.L_ W N 0' 8"min 6"max SPOUT HEIGHT AND KNEE CLEARANCE HC DRINKING FOUNTAIN 1. INSTALL EMERGENCY LIGHTING TO PROVIDE A MINIMUM ONE FOOT CANDLE FLOOR ILLUMINATION. EMERGENCY LIGHTING SYSTEM SHALL BE SO ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILTIY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE OR ANY MANUAL ACT, INCLUDING ACCIDENT. A FIRE INSPECTION SHALL WITNESS AN OPERATIONAL TEST ON THE EMERGENCY LIGHTING PRIOR TO FINAL BUILDING APPROVAL 2. LOCKING DEVICES ON REQUIRED EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY FROM INSIDE THE BUILDING. 3. PROVIDE FIRE EXTINGUISHERS HAVING A MINIMUM RATING OF 2AIOBC FOR EVERY 3,000 S.F. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHERS SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4" FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 4. ALL REQUIRED EXITS AND WAY OF TRAVEL TO THE EXITS, LEADING TO THE OUTSIDE OF BUILDING, SHALL BE CONTINUOUSLY MAINTAINED AND FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. LIFE SAFETY EXIT & TRAVEL DISTANCE # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 # OF EXITS REQUIRED (WAREHOUSE) ) TOTAL # OF EXITS PROVIDED 2 M7 X-0FFrC_TRAVEM1S T 300' ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 90' MAX. WAREHOUSE (S-2 & F-1) TRAVEL DISTANCE TO EXIT 0 ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 135' MINIMUM CORRIDOR WIDTH 44" (36" UNDER 50 PEOPLE) Qaa�aaa�aaeee IN .� N 5 590 r 0., S ATE O 1 v y MAR Eftii Cif tfi E. CASTILLO, P.E. FL. REG. # 52590 "f-% 1 L_ ti u 0 0 z W ~ 0 O Uco 0 << U- Q.. w LLl Lt 0 Q z � 0 Q 0 L- �. 0 Q ❑ w w -t0 < z ooZ U) -- m Q V J w _LL __.I DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.4 DATE: 03/27/18 SHEET NAME: A-1 E N C'7 Q Z Q. O coo F-- E � °' Zr r � 'O J 70-aocN Z) c Q U N �a) O WZ0 U O_ IYLLw.. cQ Q F- l.L_ W DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.4 DATE: 03/27/18 SHEET NAME: A-1 I �f�►J I X11 II to o SII 11 I I_ Oil IN N /LOADING DOCK I I l II. iIi 11 ® ®• ---- II II Jill FII \ 1IH II II II I I•I I I I I gz Il II II I 11 II II I II i TRUCK PIT AND EXISTING LOADING AREA I I II II 61 Irl 2,800 S.F. I ' �I I ---------------------I1 1111 Jill 11 WAREHOUSE AREA I I I1 II 'I „ 9,030 S.F. ; TRUCK PIT FI 1 1 Ib I DISCONNECT�I(� Jill ill i /; �- - - - - CD UTILITY SINK II j I ASC A©� K El STORAGE OFFICE #5 Fj I I IH CONFERENCE ROOM BREAK ROOMFII ll II 1 1 I I I RAMP I HI II II Ii,l III PII II s II II I) II Illl OPENI I III li it OFFICE I I III fill Jill III OFFICE #1 OFFICE #2 OFFICE #3 OFFICE #4 - _ I L Lj_I 1�1 -----` I I CHAINLINK-+II II II 2868 POCKET l l ll DOOR FENCE Ixl it III I I l l j j jlj _- -- _ _ _ - ----- EXISTING AWNING WAREHOUSE ELECTRIC PLAN I I I 1 II N as Il 11 � PANEL SCHEDULE (SURFACE MOUNT 208/120V, 3 PH/4W/200 AMP) j j SIEMANS TYPE "EQ" REMARKS FLOURESCENT LIGHT BLANK BRANCH CIRCUIT 10,000 A.I.C. JINTEGRATED BRANCH CIRCUIT BLANK CIR.# BKR H NEUT �RD- COND DESCRIPTION LOA LOA DESCRIPTION COND GN NEUT H BKR CIR.# BLANK GFI OUTLETS tic 120 VOLTS WALL SWITCH (2 -WAY) 3 36 37 30 10 0 10 /4"MC CAT 5 OUTLET BLANK OWNER TO LOCATE 1 20 12 12 12 1 /2"MC MECH. ROOM 1.5 1.5 WAREHOUSE 1 /2"MC 12 12 12 20 2 I 3/4"MC 10 0 10 30 40 RECEPTICAL 40 10 RECEPTICALS 10 /4"MC 3/4"MC 10 0 10 3 20 12 12 12 1 /2"MC OFFICE RECEPTICALS 1.5 1.5 WAREHOUSE RECEPTICALS 1 /2"MC 12 12 12 20 4 5 20 12 12 12 1 /'L"MC KITCHEN 5 1 5 WAREHOUSE 1 /2"MC 12 12 12 20 6 27.50 KVA TOTAL DEMAND LOAD RECEP TICAL RECEPTICALS 7 20 12 12 12 1 /2"MC OFFICE1 5 1 5 WAREHOUSE 1 /2"MC 12 12 12 20 8 RECEPTICALS LIGHTS 9 20 12 12 12 1 /2"MC WATER COOLER 1.5 1.5 WAREHOUSE LIGHTS 1 /2"MC 12 12 12 20 10 11 20 12 12 12 1 /2"MC OFFICE 1.5 1.5 WAREHOUSE I /2"MC 12 12 12 20 12 RECEPTICALS LIGHTS 13 20 12 12 12 1 /2"MC WAREHOUSE 15 BLANK 14 RECEPTICALS 15 20 12 12 12 1 /TMC OFFICE LIGHTS 1.5 BLANK 16 33 j j ITEM REMARKS FLOURESCENT LIGHT BLANK TO BAY EXISTING TRANSFORMER (4)FLUORESCENT 40w EA. BLANK #3854 �AY# 866 75 WATT WALL PACK (D2.5" W/ LIGHT SHETLD 34 35 30 10 0 10 /4"MC ACU 2.5 DUPLEX OUTLET qT BLANK GFI OUTLETS tic 120 VOLTS WALL SWITCH (2 -WAY) 3 36 37 30 10 0 10 /4"MC CAT 5 OUTLET BLANK OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS 0 38 39 40 10 1 0 1 10 /4"MC AHU 2.5 2.5 EWN I 3/4"MC 10 0 10 30 40 41 40 10 0 10 /4"MC 3/4"MC 10 0 10 30 42 EQUIPMENT SERVED CONN. LOAD DF DEMAND LIGHTING 6.0 KVA TOTAL 1251 7.5 KVA RECEPTACLES - GENERAL 15.0 KVA DEMAND 100% 15.0 KVA A/C, CONDENSING 5.0 KVA AMPS 100% 5.0 KVA TOTAL EQUIPMENT SERVED 26.0 KVA 200 27.50 KVA TOTAL DEMAND LOAD 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 TFIE 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 7HE 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 OU[LEIS, SWITHCH LOCATIONS, PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. ELECTRICAL SCHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT ZE ^ TO BAY EXISTING TRANSFORMER (4)FLUORESCENT 40w EA. LED CAN LIGHT #3854 �AY# 866 75 WATT WALL PACK (D2.5" W/ LIGHT SHETLD EMERGENCY LIGHTS G O BATTERY BACK UP EMERGENCY LIGHTS f BATTERY BACK UP EXHAUST FAN® 200 A 3 PH. FUSI�LE DISCONNI�CT TO EXT. BLDG. 50 CFM DUPLEX OUTLET qT 120 VOLTS GFI OUTLETS tic 120 VOLTS WALL SWITCH (2 -WAY) 3 3 POLE WALL SWITCH (1 -WAY) CONDUIT W/ T}1HN 75C INSULATION, SINGLE POLE 4' LONG 6 BULB LED (D WAREHOUSE ONLY CAT 5 OUTLET o OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS 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 OPERATION 1]. 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 IFIE 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 IHE 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. II II II11 Ii i1 Jill ' II �I17 18x18 WIRE WAY TROUGH N3R I @I' V @T L r,�I _._ I . _ _ _. I� -- - - - - - - - - - - - - -- : ---- ----- I ____ --------- - ---:-t ---- ----- / C.0.9 VTR _.�. BREAKROOM SINK & UTILITY SINK 1 W/STUDER VE\ l I __ LAV. Il - I ' W.0 If D.F. EXISTING SANITARY ^ LATERAL TO SANITARY PLUMBING RISER REFLECTIVE CEILING PLAN OFFICE ELECTRIC PLAN PLUMBING FIXTURE CALCULATIONS OCCUPANCY LOAD FOR EAST SIDE OF BLDG. SINGLE TENANT BUSINESS: 1,970 SF/100 = 20 PEOPLE WAREHOUSE: 300 GROSS S.F. 9,030/300 = 30 PEOPLE OCCUPANCY LOAD = 50 PEOPLE PER TABLE 2902.1 OCCUPANY B (1) WATER CLOSET & LAVATORY PER SEX PER FIRST 25 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN OCCUPANY S-2 (1) WATER CLOSET & LAVATORY PER 100 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN PER 1000 PEOPLE PROVIDED PLUMBING FIXTURES (1) WATER CLOSET AND (1) LAVATORY PER SEX (1) SERVICE SINK AND (1) DRINKING FOUNTAIN (TOTAL OCCUPANTS) CA S T/4 ��4 G .•�� �o.iT••., �O ISO o 5 '590 Yt �O•.• ST E OF NA1-�o ERMOCRATES E. CASTILLO, P.E. FL. REG. # 52590 MAR 2 9_2018 DATE Z Lu iE 0 U o E _j_L_ /,L -L_ FROM ■ ZE ^ TO BAY EXISTING TRANSFORMER L oLL � Q #3854 �AY# 866 z N Q (D2.5" CONDUIT WITH 2f0 ALUM. W/#6 GROUND"' G O ® METER BASE, 200 APP, 3 PH Z 6' © 200 A 3 PH. FUSI�LE DISCONNI�CT ® min a 3" CONDUIT CH�SE TO EACH BAl( LLaw Q (2) 3.5" CONDUITS W/(4) 500 MCM 4LUM. PER '7 - - CONDUIT W/ T}1HN 75C INSULATION, �- H (D TO TRAL AND GROUND. BLOCK N o 0 WIRE WAY n 0 0 0 (2) 5/8" x 10 GROUND RODS 6' APART\ 6`L 0 0� HH 1 /0 Cu WI E TO TIE INTO FOOTER STEEL s ? Q #6 Cu GROUND WIRE TO BLDG. STEEL ELECTRIC RISER L r,�I _._ I . _ _ _. I� -- - - - - - - - - - - - - -- : ---- ----- I ____ --------- - ---:-t ---- ----- / C.0.9 VTR _.�. BREAKROOM SINK & UTILITY SINK 1 W/STUDER VE\ l I __ LAV. Il - I ' W.0 If D.F. EXISTING SANITARY ^ LATERAL TO SANITARY PLUMBING RISER REFLECTIVE CEILING PLAN OFFICE ELECTRIC PLAN PLUMBING FIXTURE CALCULATIONS OCCUPANCY LOAD FOR EAST SIDE OF BLDG. SINGLE TENANT BUSINESS: 1,970 SF/100 = 20 PEOPLE WAREHOUSE: 300 GROSS S.F. 9,030/300 = 30 PEOPLE OCCUPANCY LOAD = 50 PEOPLE PER TABLE 2902.1 OCCUPANY B (1) WATER CLOSET & LAVATORY PER SEX PER FIRST 25 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN OCCUPANY S-2 (1) WATER CLOSET & LAVATORY PER 100 PEOPLE, (1) SEVICE SINK AND (1) DRINKING FOUNTAIN PER 1000 PEOPLE PROVIDED PLUMBING FIXTURES (1) WATER CLOSET AND (1) LAVATORY PER SEX (1) SERVICE SINK AND (1) DRINKING FOUNTAIN (TOTAL OCCUPANTS) CA S T/4 ��4 G .•�� �o.iT••., �O ISO o 5 '590 Yt �O•.• ST E OF NA1-�o ERMOCRATES E. CASTILLO, P.E. FL. REG. # 52590 MAR 2 9_2018 DATE Z Lu iE 0 U Lo, o E co $ ■ ZE ^ rz cr L oLL � Q N z N Q Q z N WW N 5 > n Q (o s~ Z • - ® WZo d' In Ty 0 U z LLaw '7 - - �- - • 0 ,, 0 LL co Z Lo, DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.4 DATE: 03/27/18 SHEET NAME: MECH-1 SHEET: 3 OF 4 o E co $ ZE ^ rz cr L oLL � Q N z N Q Q z N WW N 5 > n Q (o s~ Z �v vital Z o - ® WZo d' In Ty 0 U z LLaw '7 co < F-- Lr_. W DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.4 DATE: 03/27/18 SHEET NAME: MECH-1 SHEET: 3 OF 4 I A/C DISCONNECT GFI MUST HAVE 30" WIDE AND 36" CLEAR SPACE 6" FRESH AIR W/AUTOMATIC a NR a ACUSTICAL TILE CEILING SUPPLY AIR 4 r N'" MECHANICAL CLOSET REFRIGERANT LINES TO - CONDENSING UNIT CONDENSATE LINE - PUMP TO OUTSIDE 2 �R R RRI 4 471 VERTICAL FLOW AIR HANDLING UNIT SEE GENERAL HVAC NOTES: OFFICE HVAC PLAN LEGEND N >SUPPLY DIFFUSERS RETURN AIR DIFFUSER O THERMOSTAT SUPPLY FLEX DUCT S&996% RETURN AIR DUCT MIN. R-6, 1 1/2" FIBERGLASS DU OR FLEX IN ATTIC OR UNCOND. SUPPORTS PER-- FBCM 603.10 FLEXIBLE DU AIR BALANCE SCHEDULE AHU 1 OUTSIDE AIR INTAKE CFM +155 1 1970 5.0 X 7 + .06 X 1970 SUPPLY AIR CFM +1533 CFM RETURN AIR CFM -1378 BATHROOM EXHAUST CFM -150 NUTONE or Eqv. TOTAL BUILDING PRESSURE "0" CFM SUPPLY DUCT REDUCING FITTING z --SUPPLY DUCT SPIN -IN FITTING WITH VOLUME DAMPER FAIR GUIDE 24"X24" LAY -IN DIFFUSER (TYPICAL EXTERIOR LINER S AL AND FASTEN TO DUCT TRUNK AS PER 2014 FBCM SECTION 603 TYPICAL DUCTWORK BRANCH CONNECTION DUCT HANGER WIRE 12----�, GAUGE WIRE SUPPORTS DUCT INSULATION -PER FBCM SECTION 604 DUCT WORK SUPPORTS PER FBCM 603.10 N,,�V_HANGER CHANNEL 1.5" WIDE (min.) 3" MAX. EXTENSION EA. SIDE TYPICAL DUCTWORK SUPPORT DETAIL 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. 2017 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 NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181 A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. CHPT. 6, SEC. 603 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION 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 BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, 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 2017 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 S 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.M 2017 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, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT, SPECIFIED BY THE HVAC 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 MIN. CFM 1 1970 5.0 X 7 + .06 X 1970 154 FAN SCHEDULE SPACE FAN# MFG/MODEL TYPE CFM VOLTS BATHROOM EF -1(2)1 NUTONE or Eqv. CEILING EXH. 50 120 EQUIPMENT SCHEDULE Provide 4• pvc sleeve at LU MIN. REWD CAP COND.ENT.EVAP watertight or refrigerant lines can be installed in UNIT TONS TOT.MBH HTG. KW DB •F WB •F C.F.M. SEER MANUFACTURER MODEL NO. 1 4.0 46.0 8 80 67 153.3 Q .73 SHR NORMAL SPEED 14.0 CARRIER OR EQV. CH14NBO48 F CEILING EXHAUST FAN DETAIL ROOF CURB \-FLAT ROOF CAP ROOF �, CEILING/ROOF FLASHING r MIN. 4" EXH. DUCT FRAMING EXHAUST FAN 4" EXHAUST DUCT P°�� - -CEILING CEILING �� GRILLE DUCT PLACEMENT DETAIL INLINE SUPPLY BRANCH 2• f-> SUPPLY BRANCHES <--AIR 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. CAS#7I/t 1/�s No 2 90 r SCC - THIS HVAC SYSTEM AS DESIGNED YT TIE o w, IS IN COMPLIANCE W/2017, 6th ed. g�A• �<�� tp•.•��`�, F.B.C.M. ERMd eFN' ASTILLO, P.E. FL. REG. # 52590 MAR 2 9 2018 DATE Provide 4• pvc sleeve at LU pennetratlon and seal ends watertight or refrigerant lines can be installed in slab In 4" pvc chase Refrigerant lines metal :dJ straps secured to 0 Building wall ®_j Secure condensing unit Protective metal Jacket-_ � to concrete pad with 1" paint to match Arch. wide galvanized sheetmetai straps min. 22 gauge, #10 screws Condensing unit L 3/4" long with gasketed Z washers/ Ta(cpm 1/4" Q x11/2' cn For units between 24" and 36", three screws shall be used per side.- ide. 4" concrete pa 4" _ Neoprene vibration isolators - optional Condensing Unit Mounting Detail Install as per 2017 FBCM N.LS CAS#7I/t 1/�s No 2 90 r SCC - THIS HVAC SYSTEM AS DESIGNED YT TIE o w, IS IN COMPLIANCE W/2017, 6th ed. g�A• �<�� tp•.•��`�, F.B.C.M. ERMd eFN' ASTILLO, P.E. FL. REG. # 52590 MAR 2 9 2018 DATE FA N Ep CQ U Q •@ 0 ET of ro LIL U) rn o @� N h Z �DD_0 Q U) N �zp w O= 0 :E -J LL4W 4 CO¢F_�U_w DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.=11 DATE: 03/27/18 SHEET NAME: HVAC ;HEET: 4 OF 4 71 LU T r�_ 0 C4 Co :dJ U) 0 ®_j � ED LL L LL Z 00 Q cn yes■� FA N Ep CQ U Q •@ 0 ET of ro LIL U) rn o @� N h Z �DD_0 Q U) N �zp w O= 0 :E -J LL4W 4 CO¢F_�U_w DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.=11 DATE: 03/27/18 SHEET NAME: HVAC ;HEET: 4 OF 4 71 LU T r�_ 0 C4 Co :dJ U) 0 ®_j � ED LL L LL Z 00 Q cn FA N Ep CQ U Q •@ 0 ET of ro LIL U) rn o @� N h Z �DD_0 Q U) N �zp w O= 0 :E -J LL4W 4 CO¢F_�U_w DESIGNED: JHR REVIEWED BY: RC SCALE: 1/8.=11 DATE: 03/27/18 SHEET NAME: HVAC ;HEET: 4 OF 4