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430 Gordon St (A) 18-1211PARCEL I.D. # 27-19-30-504-0000-0040 ENGINEER: RC ENGINEERING, LLC 2381 CREST RIDGE COURT SANFORD, FLORIDA 32771 TELEPHONE: (407) 474-9181 FAX: (407) 328-5397 E-MAIL: rick@rcengineering.cc CONTACT. RICK CASTILLO, P.E. PROJECT MANAGER: JHR CONSULTANTS, INC. 478 EAST ALTAMONTE DRIVE, SUITE 162 ALTAMONTE SPRINGS, FLORIDA 32701 TELEPHONE:(407) 262-9176 FAX: (407) 262-9170 E-MAIL jackreynolds@embargmail.com CONTACT: JACK REYNOLDS SURVEYOR: DONOGHUE CONSTRUCTION LAYOUT 711 TURNBULL AVE ALTAMONTE SPRINGS, FL 32701 TELEPHONE (321) 248-7979 E-MAIL: info@dclayout.com CONTACT: RYAN DONOGHUE -ftaw ■ r Lum/' m 0 %1 14mow, fav ��. ^:yAy n'ny .r�n:� �kw'r `•K'IA xpY.fw?wi.. "!�1, "4blraJ*. y� �M '.br'd! vu FWl#4.+9�y0.N1�' 1K`XGMhffN51W5KM' ✓MIMN 1M k b "� �7y yi+MMOMi� (-NHNei.M+mn. MGur^'l'�n.+a+ NA, PREPARED FOR: RED LION PROPERTIES, LLC 322 GORDON STREET SANFORD, FLORIDA 32771 TELEPHONE (321) 363-6981 E-MAIL: redlionbuys@gmail.com FIFTH STREET N -__--- •--•--•__..._........__.��.ter•--•--.__.......__.�.�.��_7 r • 1 1 1 � sent F 1"=40' LOT DOSING BUILDING PHASF II F3U1MING C 5,400 :=,.F. 0 BUILDING A PHASE 1 5,400 S.F. �- rp) PHASE 630 S wl TTITnTI GORDON STREET _ — — — — — (ASPNALTPAVEMENT) — — 50'&W, PER PLAT 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 - 2014 NATIONAL ELECTRICAL CODE - ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY DESIGN CRITERA CONSTRUCTION TYPE: TYPE II B, UNPROTECTED, NON FIRE SPRINKLED SINGLE STORY BUILDING NON COMBUSTIBLE BUILDING HEIGHT: 16' EAVE HEIGHT, MIXED OCCUPANCY CLASS: BUSINESS (B) AND STORAGE (S-2) SINGLE TENANT BUILDING OCCUPANCY LOAD FOR ENTIRE BLDG: BUSINESS 1,220 SF/100 = 12 PEOPLE WAREHOUSE 500 GROSS S.F./ PERSON 5,4101500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE 1 I 1 1 I i L. O T 5 nNG BUILDING INDEX OF DRAWINGS UTILITY COMPANIES CS SERVICE LOCATION CONTACT WATER & SEWER CITY OF SANFORD RICHARD BLAKE 3 P.O. BOX 1788 (407) 688-5101 4 SANFORD, FL. 32772 MECH SOLID WASTE WASTE PRO LAURA ARDIS 0 2101 W. S.R. 434 (407) 774-0800 zp o�z LONGWOOD, FL. 32779 0 TELEPHONE: AT&T MARTIN NOSIE U) 132 COMMERCE WAY (407) 327-0447 U SANFORD, FL. 32771 ELECTRICAL POWER: FLORIDA POWER & LIGHT JOHNNY WILSON > d P.O. BOX 2149 (407) 328-1922 C SANFORD, FL. 32772 Q U GAS: FLORIDA PUBLIC UTILITIES MICHELE MEDINA co 450 SO. RICHARD BEALL BLVD. (386) 668-2600 ti O DEBARY, FL. 32713 z CABLE: BRIGHTHOUSE NETWORKS MARVIN USRY `° 100 GORDON STREET (407) 291-2500 CIL: SANFORD, FL. 291-2500 Q FIBER OPTIC: LEVEL 3 COMMUNICATIONS SONNY JAROCK 1025 ELDORADO BLVD. MAPPING COORDINATOR M¢w BROOMFIELD, CO. 80021 (877) 366-8344 OR di (720) 888-3151 -ftaw ■ r Lum/' m 0 %1 14mow, fav ��. ^:yAy n'ny .r�n:� �kw'r `•K'IA xpY.fw?wi.. "!�1, "4blraJ*. y� �M '.br'd! vu FWl#4.+9�y0.N1�' 1K`XGMhffN51W5KM' ✓MIMN 1M k b "� �7y yi+MMOMi� (-NHNei.M+mn. MGur^'l'�n.+a+ NA, PREPARED FOR: RED LION PROPERTIES, LLC 322 GORDON STREET SANFORD, FLORIDA 32771 TELEPHONE (321) 363-6981 E-MAIL: redlionbuys@gmail.com FIFTH STREET N -__--- •--•--•__..._........__.��.ter•--•--.__.......__.�.�.��_7 r • 1 1 1 � sent F 1"=40' LOT DOSING BUILDING PHASF II F3U1MING C 5,400 :=,.F. 0 BUILDING A PHASE 1 5,400 S.F. �- rp) PHASE 630 S wl TTITnTI GORDON STREET _ — — — — — (ASPNALTPAVEMENT) — — 50'&W, PER PLAT 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 - 2014 NATIONAL ELECTRICAL CODE - ALL APPLICABLE STATE, FEDERAL AND LOCAL CODES & ORDINANCES WILL APPLY DESIGN CRITERA CONSTRUCTION TYPE: TYPE II B, UNPROTECTED, NON FIRE SPRINKLED SINGLE STORY BUILDING NON COMBUSTIBLE BUILDING HEIGHT: 16' EAVE HEIGHT, MIXED OCCUPANCY CLASS: BUSINESS (B) AND STORAGE (S-2) SINGLE TENANT BUILDING OCCUPANCY LOAD FOR ENTIRE BLDG: BUSINESS 1,220 SF/100 = 12 PEOPLE WAREHOUSE 500 GROSS S.F./ PERSON 5,4101500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE 1 I 1 1 I i L. O T 5 nNG BUILDING INDEX OF DRAWINGS BUILDING PLANS CS 1 COVER SHEET S-1 2 FOUNDATION PLAN A-1 3 FLOOR PLAN A-2 4 ELEVATIONS MECH 5 ELECTRIC, PLUMBING & HVAC PLAN N W STATE ROAD 46 J. W 5TH STREET S1 TE GORDON STREET o Q Q a J _ O U w w Q � ST. JOHN PARKWAY LOCATION MAP LEGAL DESCRIPTION LOT 4 GORDON SUBDIVISION, PLAT BOOK 56, PAGES 47 AND 48 OF SEMINOLE COUNTY FLORIDA. NOTES TO CONTRACTOR: • 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 FLORIDA BUILDING CODE, 2010 EDITION. • 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. -E :uQHQLR1-V*IQN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF 'I I IE PROVISIONS OF THE TECHNICAL COOES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE `,,,,,,raaa►a,,,,, F F .,� C 17: `4,�� � E • A S %j� ��i� �.\c• N 5259 Sr 4z = •.•� OF •� =`�s • ! ° P'• ��'� MAR 0 5 201 C ERMOCRATES E. CASTILLO, P.E. DATE FL. REG. # 52590 p z W 0 U I DATE: 01/07/18 SCALE: NTS DRAWN: JHR APPROVED: RC SHEET NAME: cs SHEET: 1 OF 5 0� W cN w Q � Q. w WOO w . E v_ > OU w W 0 � U zp o�z o� 0 E o U) o 0 U z DATE: 01/07/18 SCALE: NTS DRAWN: JHR APPROVED: RC SHEET NAME: cs SHEET: 1 OF 5 . E 04 co p' U u- E z uj c� I co o N U z Z > d o (No C F- Q U N N co H W co I W z ti O Y v z w�ZO p v `° 0 0 O CIL: Q Q W = M¢w LL di fY DATE: 01/07/18 SCALE: NTS DRAWN: JHR APPROVED: RC SHEET NAME: cs SHEET: 1 OF 5 #5 DOWEL W/8" HOOK 30 �LAPM(MIN.) STEEL MAIN FRAME COL. BY OTHERS 3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB 3000 PSI 9' n --1 I I—I � 1-1 11- 0 —III I i--1 11-1 I L-- 6 MIL. °. ° , ° n • ° III -1 I I III=1 I I_I II VISQUEEN 12" ° I III III I I T—III—I I MIN 7 • . a. <• �• • • �°. III --III III =III _III== I--5'-0" SQUARE 5'x5'x2' FOOOTER COMPACTED 2500 PSF. FILL W/(5) #5s EACH WAY 3" MIN. COVER A TYPICAL MAIN FRAME FOOTING #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) STEEL ENDWALL COL. BY OTHERS 3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB (3000 PSI) .. v di - e 2'-0"CRAM tzsuz v IQ e Q MIN a • • • . w I I—_� - 1 -� v as a m a III... 4'x4'x2' FOOOTER �_,V-0"SQUARE --a W/(4) #5s EACH WAY COMPACTED 2500 PSF. FILL 3" MIN. COVER #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) ON JOINT 102'-0" 5" FIBERMESH CONC. SLAB (3000 PSI) -II LI1=11_I=111=6 MIL. -I � 1-11 1-1 IH I_ VISQUEEN 16" 16"x20" FOOTER W/(2) #5s CONT. 3" MIN. COVER COMPACTED FILL (2500 PSF) C PERIMETER FOOTING JOINT FILL CELL W/ (1)#5 VERTICAL PREFORMED GASKET FILL CELL W/ (1)#5 VERTICAL 8"x8"x 6" C U CONTROL J01 T LINTEL STEEL GOES VERTICAL @ CONTROL JOIN CONTROL JOINT DETAIL CASTS°°� ••��CE/VS•�p w 0 5/ 590 p• ST F ; ��z �s'•' , o P.••�` �° MAR 0 2 0 i F WIND LOAD NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND -- - LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. FLORIDA BUILDING CODE 2017. 6TH ED. FL. REG. # 52590 DATE m n �r I K<aI cn U) EXPANSION JOINT 8 5'-0" C co 20'-0" 25-0" 20'-0" 0 ■ ■ co --T--- (---- --I---- ---� I------�--- � M QZ � _. �I v I B 1 IOA Z Vj 3:0 (- I L Z cm cV ti N GENERAL NOTES 0 !l� I Z�I I Z W 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1", � III w I I II I i I I (2)10 LONG #5 AIRPINS (TYP)l 1 O < AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO C) LL — — — l — — — — — — — — — — _ _ __ __ _ __ __ — I _ __ __ _ _ __ __ _ ._ __ — — — — — — — — — — — 26'— F- z CEMENT RATIO OF 0.58. n O •- U cQ Z 1 I l I I O �0 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE Z I I I I I U- O OF 2,500 PSF. I I I I 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. cn Q I I I I W Q 0 MINIMUM 95% OF MODIFIED PROCTOR. SOIL COMPACTION SHALL U) I BE VERIFIED BY A LICENSED GEOTECH ENGINEER. I I ( I I I I I 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED I BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. L — EXF 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185. WWF I SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE I _ y _ _ I ■ CROSS WIRE WITHIN THE 8". _ _ Al — — _ _ — — — — — _ — _ _ _ _ — _ — _ _ _ _ _ _ 6. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE I I I I I I BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, AC1 301. I I 5"1 FIBERMESH CONC. LAB (3000 PSI) ® I I I I I 2 DAYS ON 6 MIL. VIISQUEEN OVER TERMItE I i 7. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR I I EATED & COMPACTE FILL (2500 P.S.F.).1 REINFORCEMENT- 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). : I I I I I I 8. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL SAW—CUT CONTROL I I I I I I I JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF __ I _ _I _-- _ -- -- __-. _-- -- --. I -..- — — — — - — — — —I— — — — — — — I— — — — — — - I— — — - —" — 25-1-0 FINISHING SLAB. I I I I 9. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL I I I I I I I ■ TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. I I I I I I I I I I I I I I 10. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS I ( I I I I IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION I I I I ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN L I I I I J THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION — I ( I I — ACTIVITIES. I I I I I I 11. ENGINEER TO REVIEW PRE ENGINEERED METAL BLDG. PLANS I —----I--------1---_—_----I----_-----—_—_...---I---__ _ PRIOR TO BUILDING ERECTION. I A I I I I I 12. REFER TO ERECTION PLANS FOR BOLT PATTERN LAYOUT. ANCHOR BOLTS SHALL CONFORM TO ASTM -307. I I I I I I I I I I I I I I I I I I I C SAW CUT SLAB 1 'x15' + - GRID 1 I 1 I I I I I 1----- - J.-- - - - - - - - - - - - --- - ----- I_. _. I I I I I I I I I I �— — I I I I j I I — J EXF I I I I I ® I I I I I /1.5" ELEC. CONDUIT J I( 0 I 1 ` ----I r I�C) -------------- - - -�`�---------------------- --- r-------------____-r---------------fi------- M F �C CLc� I r I PVC PIPE FOR FREON LINES I I I I ?E IR I I I I I 11 I I I I I I 26'_0" I L 1 I I 1 1 I i I I I I J -I �- A I I I I A L------1------- ---t-----j — -- - [mail 24"x12"x12" FOOTER ___ 5'-0" V _ (3)#5 i■ i 4" CONC. SLAB 16'-8"� 24"x24"x12" FOOTER (3)#5 EACH WAY FOUNDATION PLAN. BLDG. B #5 DOWEL W/8" HOOK 30 �LAPM(MIN.) STEEL MAIN FRAME COL. BY OTHERS 3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB 3000 PSI 9' n --1 I I—I � 1-1 11- 0 —III I i--1 11-1 I L-- 6 MIL. °. ° , ° n • ° III -1 I I III=1 I I_I II VISQUEEN 12" ° I III III I I T—III—I I MIN 7 • . a. <• �• • • �°. III --III III =III _III== I--5'-0" SQUARE 5'x5'x2' FOOOTER COMPACTED 2500 PSF. FILL W/(5) #5s EACH WAY 3" MIN. COVER A TYPICAL MAIN FRAME FOOTING #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) STEEL ENDWALL COL. BY OTHERS 3/4"x16" ANCHOR BOLTS 5" FIBERMESH CONC. SLAB (3000 PSI) .. v di - e 2'-0"CRAM tzsuz v IQ e Q MIN a • • • . w I I—_� - 1 -� v as a m a III... 4'x4'x2' FOOOTER �_,V-0"SQUARE --a W/(4) #5s EACH WAY COMPACTED 2500 PSF. FILL 3" MIN. COVER #5 DOWEL W/8" HOOK 8' 0/C MIN. 30" LAP (MIN.) ON JOINT 102'-0" 5" FIBERMESH CONC. SLAB (3000 PSI) -II LI1=11_I=111=6 MIL. -I � 1-11 1-1 IH I_ VISQUEEN 16" 16"x20" FOOTER W/(2) #5s CONT. 3" MIN. COVER COMPACTED FILL (2500 PSF) C PERIMETER FOOTING JOINT FILL CELL W/ (1)#5 VERTICAL PREFORMED GASKET FILL CELL W/ (1)#5 VERTICAL 8"x8"x 6" C U CONTROL J01 T LINTEL STEEL GOES VERTICAL @ CONTROL JOIN CONTROL JOINT DETAIL CASTS°°� ••��CE/VS•�p w 0 5/ 590 p• ST F ; ��z �s'•' , o P.••�` �° MAR 0 2 0 i F WIND LOAD NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND -- - LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. FLORIDA BUILDING CODE 2017. 6TH ED. FL. REG. # 52590 DATE m n �r I K<aI cn U) DATE: 01/07/18 SCALE: 1/811 = 1' DRAWN: JHR APPROVED: RC SHEET NAME: S-1 SHEET: 2 OF 5 8 C co 0 co J � M QZ � W J EL <Q Z Vj 3:0 m Z cm cV ti N 0 _Z Z�I -v Z W w � o O < J C) LL N F- z ()moo n O •- U cQ Z W 0 O �0 0 Z 2 CL U- O EL O It cn Q O LL W Q 0 U) 0 DATE: 01/07/18 SCALE: 1/811 = 1' DRAWN: JHR APPROVED: RC SHEET NAME: S-1 SHEET: 2 OF 5 8 C co co J � m U u- E Z Vj O m 0 cm cV ti N _Z rn -v Z W w N o J ¢co N F- WW I— z n O •- U cQ Z W 0 O 0 U 02 2 CL J cn Q I— LL W DATE: 01/07/18 SCALE: 1/811 = 1' DRAWN: JHR APPROVED: RC SHEET NAME: S-1 SHEET: 2 OF 5 PAPER 12"j:GRAB 2" MIN. DISPI BAR TED EAT ■ o INSU N N ■ I rn GM BAR AT SIDE WALL SPOUT HEIGHT AND KNEE CLEARANCE HANDICAP BATHROOM AND DRINKING FOUNTAIN 16 —u WINDOW SCHEDULE 8". 20ga STRUCTURAL QTY. "C" CHANNELS 16" 0/C 1/2" DRYWALL CEILING I REMARKS PRESSURES 1[] 6 ' FIXED GLASS I 49-x48" I "INCLUDES ALUM. FRAME 26.9 DOOR AND HARDWARE SCHEDULE SYMBOL CITY. DOOR TYPE HUNG FROM BOTTOM SIDE HARDWARE A 2 STORE FRONT GLASS DOORO W/28" SIDE LITE 3'x7' 2'-4'x7' GRAB BAR/ DEAD - BOLT & CLOSER OF "C" CHANNELS 7 SOLID CORE WOOD W/ STEEL FRAME 3,x7' LEVER/ LOCKSET THUMB OR KEY C 2 20 GA. "C" CHANNEL 3'x7' LEVER/ DEAD BOLT R-13 IN WALLS DBL. STL DOOR W/ STEEL FRAME DBL 3'x7 TOP PLATE O 2 SOLID F OIR E WOOD W/ STEELO 37-x6'-8" LEVER ZE PROP. 20 GA. 3-5/8" MTL. STUDS 16" O/C 1 ROLL UP OVERHEAD DOOR 12'x14' 1 /2" DRYWALL BOTH SIDES Q cn TENANT >'' I w � o SEPARATION WALL Z w Flik I HROOM O v 77 20 GA. "C" CHANNEL 2 J BOTTOM PLATE ATTACH TO SLAB WITH g � ¢ 1" PINS, 16" 0/C LLLu BATHROOM FRAMING PLAN IN WAREHOUSE 16 —u WINDOW SCHEDULE SYMBO QTY. IWINDOWTFP-E-1 SIZE I REMARKS PRESSURES 1[] 6 ' FIXED GLASS I 49-x48" I "INCLUDES ALUM. FRAME 26.9 DOOR AND HARDWARE SCHEDULE SYMBOL CITY. DOOR TYPE SIZE HARDWARE A 2 STORE FRONT GLASS DOORO W/28" SIDE LITE 3'x7' 2'-4'x7' GRAB BAR/ DEAD - BOLT & CLOSER © 7 SOLID CORE WOOD W/ STEEL FRAME 3,x7' LEVER/ LOCKSET THUMB OR KEY C 2 STEEL DOOR W/ STEEL FRAME 3'x7' LEVER/ DEAD BOLT O 1 DBL. STL DOOR W/ STEEL FRAME DBL 3'x7 LEVER/ DEAD BOLT O 2 SOLID F OIR E WOOD W/ STEELO 37-x6'-8" LEVER ZE 2 1 ROLL UP OVERHEAD DOOR 12'x14' SLIDE BAR ROOM FINISH SCHEDULE REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS GRAVITY CAPACITY LINTEL CLEAR LINTEL LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL (1)#5L (1)#5U ID SPAN LENGTH WIRE / BAR BOTTOM BAR DETAIL'J' # ROOM NAME FLOOR BASE WALLS L-5 5'-0" 64' CEILING N I S E W MATERIAL HGT 3 OFFICE/RECEPTION TILE VINYL GYP GYP GYP GYP ACOUSTICAL 9'-0" 3 HC BATHROOMS TILE VINYL GYP GYP GYP GYP ACOUSTICAL 9'-0" ALL FINISHES TO MEET CLASS "A" FIRE RATING (FLAME SPREAD RETARDANT) O u REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS GRAVITY CAPACITY LINTEL CLEAR LINTEL LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL (1)#5L (1)#5U ID SPAN LENGTH WIRE / BAR BOTTOM BAR DETAIL'J' DETAIL "J" L-4 X -O" 4'4' PRECAST2 D4.5 WIRE 2 No. 3 10000 L-5 5'-0" 64' PRECAST (2) D4.5 WIRE 2 No. 3 8800 U FL -6 6'- T-4" PRECAST (2) D4.5 WIRE (2) No. 3 7211 L-16 16'-0 1T-4" PRECAST (2) D4.5 WIRE (2) No. 4 1698 ATTACH "C" CHANNEL TO PURLINS W/#8 TEK SELF TAPPING SCREWS 8" GIRTS -- 1 r --WIRES ATTACHED TO ROOF P RLINS TO SUPPORT.' TILE CEILING GRI R-30 INSULATION AGAIN�T I DUST WALL METAL ROOF PANELS I i 1/2" DRYWALL I iTO ROOF DECK i i THIS SIDE ONLY 10 INSULATION AGAINST TAL WALL) PANELS .' � I LINTEL CURSE W/(1) #5 CONT.' I _ R-131 INSULATIO PROP. NON BEARING 3-5 8" 25go. MTL. STU WALL 16" 0/C W/ 1/2- DRYWALL -13 1N WALLS "C" CHANNEL BOTTOM PLATE 3ATTACH 2" O/C T��) B W/1" PINS. AITYPICAL INTERI 5" THK. SLAB PROP. 3-5/8", 20 MTL. STUDS. 16" 0 W/ 1/2" DRYWALL BOTH SIDES R-13 IN WALLS STANDING SEAM METAL ROOFJIPANEL #12 WOOD GRIP SCREWS 24" 0/C II ON 1/2" CDX PLYWOOD & 30# FELT PRE ENGINEERED TRUSSES 2. 0/C 12 6 �- 16-OVE CMU OCdwMI 50-0- r - '-0" 8" GIRTS -M TA 12 CMU TO TRUSS LINTEL COURSE PRECAST HDR 8' CMU WALL VERT. FILL CELL (TYP) r- ( ) Z24'x-24—"x—l2—" FOOTER �24 ft xl2"xl2" FOOTER (3)#5 EACH WAY (3)#5 INTO MAIN FTR. (1)#5 PERPENDICULAR (vaymEi-ENTRY 5'-0" 20'-0" 25'-0" 0 20'-0" ■ L-6 2'-8 © EXPANSION JOINT I �d ©L" 7'-2" I 11'-10" T-4 I 0 L-5 15'-2" — I I I ■ I I 180 S.F. OFFICE 1 I I I I I © I I I I I I I EXPANSION JOINT I I---------------i 1 I I I I I 1 I I I I I I I o �r FO x I I I I I I I I I I a ------- i I I I I I I I 1 O FLOOR AREA CALCULATIONS I N I I 5,410 S.F. WAREHOUSE 1,220 S.F. OFFICE I 6,330 S.F. TOTAL 1 2._0" I —7 3070 CL -4I I --- --......._ _ 65' ----- I I I SERVICE SINK EXPANSION JOINT 1 I - ----------- ------}---- o 6" PLUMBING WALL ------i----------------1 . 1 ! I –0 24'-6" T-4" T-4" –0"- 8._7" MECH. 4'_ 1 I I g _O» MECH CLOSET E I O I O 0 �o© I CLOSE I p DRINKING FOUNTAIN 1 520 S.F. OFFICES L--- I 520 S.F. OFFICE I 15'_2~ 1 ■ � I 5._4 32'-6" I 32'-6" L-5 L-5ELX_I J tl_x! �1 L-5 L-5 6 L6 ■ L ■ L -5'-4"--), 4040 k�' 4"—,k 4040 ■ ■ I (D O 4040 k--5' 4040 5'-4" 0 m 5'_0" ED m 16"x8" COLUMN I ■ 16"x16" COLUMN J�--16'-8" COVERED ENTRY m FLOOR PLAN BLDG. B *ENGINEER OF RECORD AND/OR DESIGNER TO REVIEW METAL BUILDING ERECTION PLANS PRIOR TO BUILDING FABRICATION TRUSS LAYOUT P.E. TRUSSES 2' 0/C USE META 12 TO ATTACH TRUSS TO CMU 12 12 s (� 2,_8" _� 6 _ 16'-8" 145# UPLIFT 1645# I UPLIFT JACK 390# REATION TRUSS PROFILE 390# REATION 26'-0" 25'-0" 25'-0" 26'-0" 102'-0" OCCUPANT LOAD CALCS OCCUPANCY LOAD FOR 215 SPECIALTY POINT (1,560 S.F.) BUSINESS: 1,220 SF/100 = 12 PEOPLE WAREHOUSE: 500 GROSS S.F./ PERSON 5,410/500 = 11 PEOPLE OCCUPANCY LOAD = 23 PEOPLE LIFE SAFETY NOTES 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 2A1 OBC 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. LIFE SAFETY SUMMARY # OF EXITS REQUIRED (OFFICE) 1 TOTAL # OF EXITS PROVIDED (OFFICE) 1 # OF EXITS REQUIRED (WAREHOUSE) 1 TOTAL # OF EXITS PROVIDED 2 MAX. OFFICE TRAVEL DISTANCE TO EXIT 200' ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 50' MAX. WAREHOUSE (S-2) TRAVEL DISTANCE TO EXIT 300' ACTUAL TRAVEL DISTANCE TO EXIT FROM FURTHEST POINT 85' FLOOR PLAN NOTES 1. THE OWNER AND GENERAL CONTRACTOR ARE RESPONSIBLE FOR SELECTING AND INSTALLING ALL FLOORING, WALL FINISHES, PAINT COLORS, LIGHTING FIXTURES, PLUMBING FIXTURES AND OTHER FURNISHINGS. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING INTERIOR PARTICIANS TO LINE UP WITH WINDOW MULIONS NOT AGAISNT WINDOW PANES. THIS MAY REQUIRE WALLS TO MOVE A FEW INCHES IN ONE DIRECTION OR ANOTHER. 3. ALL PROPOSED WALL DIMENSIONS ARE FROM CENTER LINE TO CENTERLINE UNLESS NOTED OTHERWISE. 4. 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. 5. IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS ITS APPROVAL FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM JHR CONSULTANTS, INC. AND OR ENGINEER OF RECORD OF THE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. 6. THIS TENANT SPACE(S) ARE SPECULATIVE. WALL LEGEND INTERIOR MTL. FRAMED WALL NON BEARING 1 HOUR FIRE RATED WALL NON BEARING ® CMU EXTERIOR WALLS LIFE SAFETY LEGEND ® ABC FIRE EXTINGUISHER (HANGING) EXIT EXIT LIGHT W/BATTERY BACKUP wo-1' TRAVEL DISTANCE 8. DIRECTION 0111111111,11 AS T/ No 5590 O'. E OF •;�J ICiI w WIND LOAD NOTE s R �' •.C>.,% THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. DATE FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 F - z w O U m 0 w Q U w Q Q M It to z IL W o M co u- Q m WcN 0 W J 0 W��� � ` U 0 R LL Q 00 0 m z 0 0 0 0 0 0 0 �Z fn LLL (D ti DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: A-1 SHEET: 3 OF 5 0 U M co E�r ca Z CO o a) U) cn (9 Z c\I° ti Z w ZE ti N O F- Q cn N >'' ~W toI-Z w � o m x 3 Z w ZO O v 77 U 2 J OI¢ --1 g � ¢ tW - LLLu DATE: 01/07/18 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: A-1 SHEET: 3 OF 5 2'- 16' EAST SIDE ELEVATION WEST SIDE ELEVATION " OVERHANG " BRICK COL. 12 REAR ELEVATION 12 FRONT ELEVATION 16'-0" 16'-0" 8'-0" o 'p N 52590 4' TATE OF ;w: WIND LOAD NOTE s • THIS STRUCTURE HAS BEEN DESIGNED TO ���� o�NA� MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF CHPT. 3 OF THE ERMOCRATES E. CASTILLO, P.E. DATE FLORIDA BUILDING CODE 2017, 6TH ED. FL. REG. # 52590 W_Klll MI -tI In DATE: 01/07118 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: A-2 SHEET: 4 OF 5 III U) Z o T_ r F- CY_ w Z¢ m or '50c/)Ix O Q Z 0 w W C�pu J F- w (nm0 z c9 O o° Lil C) N- Q O U) c� E 0 U M 2' cc U u— ~ E Z Vj � p 0 Z N Z uj R P Q N N O 7+ F- (n � N � F- W Z O0 � Z w z :sA 2 Q .. Q of ON] J -_-i T--: M Q F- ILL W DATE: 01/07118 SCALE: 1/8" = 1' DRAWN: JHR APPROVED: RC SHEET NAME: A-2 SHEET: 4 OF 5 DUCTLESS SYSTEM #3 °° 1.5 TON DUCTLESS A/C DISCONNECT A/C DISCONNECT � DUCTLESS SYSTEM c E) 0 o #3 ■ G W M D GENERAL ELECTRIC NOTES o Z 70 ctm p 1. ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR SHALL ENSURE THERE IS AMPLE POWER W _ AND CORRECT PHASING FROM EXISTING TRANSFORMERS PRIOR TO DOING ANY ELECTRICAL WORK _ W 2. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND 0__ ■ COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND Z TO COMPLY WITH ALL APPLICABLE CODES & REGULATIONS W E_ - w _ 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/PER :FWITH THE SPECIFIC CONTRACT DRAWINGS O i W W 3 �' ` ■ 4. ALL DESCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER/ ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION W W 5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING NIT CODES AND STANDARDS: 2014 FLORIDA BUILDING CODE, 5TH ED., NATIONAL FIRE ASSOCIATION, NATIONAL ELECTRIC CODE, 2011, NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION. O O r r NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, AMERICAN NATIONAL STANDARDS U U 1/2" PVC COND. LINE r i INSTITUTE, UNDERWRITERS LABORATORIES, AND ALL LOCAL CODES AND ORDINANCES. Z (f) CO AHU 1 - 55 cfm OA with W/ "P" TRAP / 6. THE CONTRACT SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED W W 4" duct vented to wall w/I'VE' INSPECTIONS W W automatic damper and screen. AHU 2 - 55 cfm OA with 0 0 0 70c V 4" duct vented to wall w O Minimum of 10 from any ®��' j,n® AHU2 / FUTURE 200 AMP PANEL 7. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS OF CIRCUITS AND OUTLETS, 0 AHU2 9 x 4 2 Ton automatic damper and screen. V Q Q exhaust outlet. 3s c4 8 x 4 Minimum of 10 from any SWITHCH LOCATIONS. PANEL BOARDS, CONDUITS AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS 4 -flex 39 cfm 4' exhaust outlet. ` ` ■ i PRIOR TO STARTING WORK. } 14'flex 8. FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH IN m 7) 14'flex G i ! i OF ELECTRICAL COMPONENTS 24 x 24 , CD CID 740xch 74o U"' � � i 9. THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE SUPPORTING SYSTEMS, HANGERS, FW- � c j RA Fi1d a ' ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE Q a bm wd t0•rymc 10'Aei �°s A/C COMPRESSOR ' J 0 C N 0'le= 10'flex SECURE SUPPORT, PER N.E.C. FOR ALL ELECTRICAL COMPONENTS p LO p 1 /2" PVC GOND. N N r r MQ i 10. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED & READY FOR OPERATIO LINE W/PUMP 4 x 4 x 24 24 x 24 A/C DISCONNECT / i �jj N M d u7 24 x 24 351 cfm 351 Ch 351 cfm / ' 11. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL W 351 ch LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF W ■ �\ �` CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION i WITH THE WORK OF OTHER TRADES AND SPACES PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN W --(2) METER BANK I ` ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH OTHER TRADES. SIMPLIFY INSTALLATION 1 i WHERE EVER POSSIBLE, BUT SUBJECT APPROVAL BY DESIGNER AND OR OWNER. IT IS NOT WITHIN r ■ i THE SCOPE OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, AND OBSTRUCTIONS. 0 I ' ' THE DRAWINGS ARE NOT INTENDED TO BE SCALED REFER TO WRITTEN DIMENSIONS. Z W N �j L) LLJ 12. WHERE DISCREPANCIES OCCUR, THE DEIGN ER/ENGIN EER SHALL BE NOTIFIED PRIOR TO DOING W r i THE WORK. .al M ■ r r ' 13. SEAL ALL PENETRATIONS OF FIRE RATED WALLS WITH U.L. APPROVED FIRESTOPPING MATERIAL TO Q Co Q i HVAC AN EQUAL RATING. �- Q HVAC PLAN - 14. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PREFORM ALL WORK NECESSARY FOR 0 co Q - 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 V W z Z 0 CURRENT CODES AND COMPLY WITH 2014 NEC `- I,1•1 0 0 .""J MIN. R-6, 1 1/2" FIBERGLASS DUCT OR FLEX IN ATTIC OR UNCOND. C SUPPLY DUCT SUPPORTS PE REDUCING FITTING FBCM 603.10 SUPPLY DUCT FLEXIBLE DUC VOLUME DAMPER � C 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 EXHAUST FAN SCHEDULE DUCT HANGER WIRE 12 FAN# MFG. TYPE CFM VOLTS DUCT DIA. GAUGE WIRE SUPPORTS 2 GROAN OR EQUIVALENT CEILING EXHAUST FAN 50 120 4 INCHES DUCT INSULATION -PE EQUIPMENT SCHEDULE AHU TONS MIN. REQ'D CAP COND.ENT.EVAP 1 520 5.0 X 4 + .06 X 520 55 TOT.MBH HSPF DB 'F WB 'F C.F.M. SEER MANUFACTURER MODEL NO. 1&2 2.0 22.2 8.2 80 67 740 ® .73 SHR NORMAL SPEED 14.5 CARRIER CH14NBO24/FB4CNP025L Mini Split 1.5 12. 10.3 80 67 383 ® .73 SHR NORMAL SPEED 30.50 CARRIER 40GROB12/38GROB12 OUTSIDE AIR CALCULATION AHU SQ. FT. AREA CFM/PRSN + CFM/FT2 MIA. CFM 1 520 5.0 X 4 + .06 X 520 55 2 520 5.0 X 4 + .06 X 520 55 I 180 5.0X1 +.06X180 16 AIR BALANCE SCHEDULE AHU1 OUTSIDE AIR INTAKE CFM +55 ITEM SUPPLY AIR CFM +740 RETURN AIR CFM -685 Secure condensing unit to Building wall EXHAUST CFM -70 10 000 A.I.C. INTEGRATED TOTAL BUILDING PRESSURE "0" CFM AHU2 OUTSIDE AIR INTAKE CFM +55 75 WATT SUPPLY AIR CFM +740 RETURN AIR CFM -685 W/ LIGHT SHETLD EXHAUST CFM -70 �' TOTAL BUILDING PRESSURE "0" CFM rV Q I � i FUTURE 200 AMP PANEL i SERVICE SINK - . CONDUIT T OUTLET COND.•- I , • , • • - - .t (c� • - "�ii�''�'�'i�a ''' i���i�°' �'i•I`''�i��i�r�a rrvT� '' ■iii A/C COMPRESSOR I�FAil No 0 OEFA� 'FAMI 0 E 0 ELECTRICAL SCHEDULE DESCRIPTION ITEM REMARKS FLOURESCENT LIGHT Secure condensing unit to Building wall BRANCH CIRCUIT 10 000 A.I.C. INTEGRATED (4)FLUORESCENT 40w EA. LED CAN LIGHT concrete pad with 1' widei- galvanized sheetmetal Protective metal jacket straps min. 22 gauge, 110 paint to match Arch. screws 3/4" long with Condensing unit 75 WATT WALL PACK Z W/ LIGHT SHETLD EMERGENCY LIGHTS �' BATTERY BACK UP EMERGENCY LIGHTS 0 BATTERY BACK UP EXHAUST FAN® LE TO EXT. BLDG. 50 CFM DUPLEX OUTLET � 120 VOLTS GFIOUTLETS c 120 VOLTS WALL SWITCH (2 -WAY) 3 3 POLE WALL SWITCH (1 -WAY) Q SINGLE POLE 4' LONG 6 BULB LED059 WAREHOUSE ONLY CAT 5 OUTLET fn OWNER TO LOCATE SINGLE OUTLET ® 220 VOLTS LIJd L_ U u) M 0 Secure condensing unit to Building wall BRANCH CIRCUIT 10 000 A.I.C. INTEGRATED BRANCH CIRCUIT concrete pad with 1' widei- galvanized sheetmetal Protective metal jacket straps min. 22 gauge, 110 paint to match Arch. screws 3/4" long with Condensing unit / I LID W Z GND. 00 DESCRIPTION LOAD 2 0 Basketed washers/ Ta[cpm 1/4" x 1 1/2" C:) LE , . BKR � ■■�-iNE���► C0 •� �� WIREKVA OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC 'd' Q _ G O �G 0 APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181 A, PART 1 FOR DUCT fn -_ - _ ��. c� 12 12 BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. 1 /2"MC OFFICE (LEFT �9 1.5 � _ = 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 E 4" concrete pad ; �G� G O 2 WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE '• ' • • ' y�C/� •� JG i ���.�►��� _8 RECEPTICALS isolators ��� Q �, Ali TO THE DUCT TAPE USED. M Neoprene vibration - optional tk E" 1 /2"MC OFFICE (LEFT SIDE) 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNINGVANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN co Condensing Unit Mounting Detail M 12 � 12 PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4 ■U PLUMBING RISER U LL 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER E Z RECEPTICALS - CD CCD 20 12 PLUMBING FIXTURE CALCS 12 Z ^ rn 1.5 WAREHOUSE (RIGHT SIDE) Z W o N c 6 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 _.-.�.:. FBCM SECTION 604 - - 0. ---(2) METER BANK H _j g F 3 M Q W W W DUCT WORK ELECTRIC PLAN SUPPORTS PER FBCM 603.10 „ ■ ■■ W/ REFLECTIVE CEILING PLAN E HANGER CHANNEL 1.5" WIDE (min.) --L2 VTR 12„ VTR © © _ Provide 4' pvc sleeve of -j- " pennetration and seal ends 3 MAX. EXTENSION EA. SIDE watertight I s I '� TYPICAL DUCTWORK SUPPORT DETAIL r t ' i�'G%GAG 1 FROM fngait E Install as per 2017 FBCM Reernes me a straps secured to SIEMANS TYPE "EQ" Secure condensing unit to Building wall BRANCH CIRCUIT 10 000 A.I.C. INTEGRATED BRANCH CIRCUIT concrete pad with 1' widei- galvanized sheetmetal Protective metal jacket straps min. 22 gauge, 110 paint to match Arch. screws 3/4" long with Condensing unit / I LID H NEUT GND. GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) DESCRIPTION LOAD 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 DESCRIPTION Basketed washers/ Ta[cpm 1/4" x 1 1/2" / I �' • NEUT , . BKR � ■■�-iNE���► For units between 24" and _< 36", three screws shall be •� �� WIREKVA OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC used per side. p _ G O �G WIRE APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181 A, PART 1 FOR DUCT -_ - _ ��. 20 12 12 BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. 1 /2"MC OFFICE (LEFT �9 1.5 � _ = 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 12 4" concrete pad ; �G� G O 2 WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE '• ' • • ' y�C/� •� JG i ���.�►��� RECEPTICALS isolators ��� Q �, Ali TO THE DUCT TAPE USED. 20 Neoprene vibration - optional tk 12 1 /2"MC OFFICE (LEFT SIDE) 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNINGVANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN 1.5 Condensing Unit Mounting Detail 12 � 12 PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4 ■U PLUMBING RISER 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER RECEPTICALS K RECEPTICALS - MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5 20 12 PLUMBING FIXTURE CALCS 12 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, SEC. OFFICE (BACK) 1.5 1.5 WAREHOUSE (RIGHT SIDE) 1 /2"MC 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT' OR "PLEMUN" AND THE TOTAL CFM'S ARE 12 CEILING EXHAUST FAN DETAIL BUSINESS 6 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 _.-.�.:. . FBCM SECTION 604 - - 0. ---(2) METER BANK H _j g F 3 M Q W W W DUCT WORK ELECTRIC PLAN SUPPORTS PER FBCM 603.10 „ ■ ■■ W/ REFLECTIVE CEILING PLAN E HANGER CHANNEL 1.5" WIDE (min.) --L2 VTR 12„ VTR © © _ Provide 4' pvc sleeve of -j- " pennetration and seal ends 3 MAX. EXTENSION EA. SIDE watertight I s I '� TYPICAL DUCTWORK SUPPORT DETAIL r t ' i�'G%GAG 1 FROM fngait E PANEL "A" SCHEDULE (OFFICE &WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP Install as per 2017 FBCM Reernes me a straps secured to SIEMANS TYPE "EQ" Secure condensing unit to Building wall BRANCH CIRCUIT 10 000 A.I.C. INTEGRATED BRANCH CIRCUIT concrete pad with 1' widei- galvanized sheetmetal Protective metal jacket straps min. 22 gauge, 110 paint to match Arch. screws 3/4" long with Condensing unit / I LID H NEUT GND. GENERAL HVAC NOTES (COMPLIANCE W/2017, 6th ed. F.B.C.M.) DESCRIPTION LOAD 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 DESCRIPTION Basketed washers/ Ta[cpm 1/4" x 1 1/2" / I �' • NEUT H BKR 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND "OR" For units between 24" and _< 36", three screws shall be •� �� WIREKVA OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC used per side. p _ G O �G WIRE APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL -181 A, PART 1 FOR DUCT -_ - _ ��. 20 12 12 BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. 1 /2"MC OFFICE (LEFT �9 1.5 OFFICE (RIGHT SIDE) 1 /2"MC 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 12 4" concrete pad ; �G� G O 2 WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE '• ' • • ' y�C/� •� JG RECEPTICALS RECEPTICALS isolators ��� Q �, TO THE DUCT TAPE USED. 20 Neoprene vibration - optional tk 12 1 /2"MC OFFICE (LEFT SIDE) 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNINGVANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN 1.5 Condensing Unit Mounting Detail 12 12 12 PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4 ■U PLUMBING RISER 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER RECEPTICALS RECEPTICALS MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5 20 12 PLUMBING FIXTURE CALCS 12 5. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, SEC. OFFICE (BACK) 1.5 1.5 WAREHOUSE (RIGHT SIDE) 1 /2"MC 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT' OR "PLEMUN" AND THE TOTAL CFM'S ARE 12 CEILING EXHAUST FAN DETAIL BUSINESS 6 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 (1) PERSON PER 100 S.F. 1220/100 = 12 PEOPLE RECEPTICALS AND BE IN ACCORDANCE W/NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT INUNDATING T ROOF CAP PANEL "A" SCHEDULE (OFFICE &WAREHOUSE) SURFACE MOUNT 208/12OV, 3 PH/4W/200 AMP SIEMANS TYPE "EQ" BRANCH CIRCUIT 10 000 A.I.C. INTEGRATED BRANCH CIRCUIT CIR.# BKR H NEUT GND. COND DESCRIPTION LOAD LOAD DESCRIPTION COND GND. NEUT H BKR CIR.# WIREKVA KVA WIRE 1 20 12 12 12 1 /2"MC OFFICE (LEFT 1.5 1.5 OFFICE (RIGHT SIDE) 1 /2"MC 12 12 12 20 2 RECEPTICALS RECEPTICALS 3 20 12 12 12 1 /2"MC OFFICE (LEFT SIDE) 1.5 1.5 OFFICE (RIGHT SIDE) 1 /21MC 12 12 12 20 4 1 RECEPTICALS RECEPTICALS 5 20 12 12 1 12 1 /2"MC OFFICE (BACK) 1.5 1.5 WAREHOUSE (RIGHT SIDE) 1 /2"MC 12 12 12 20 6 RECEPTICALS RECEP11CALS 7 20 12 12 12 1 /2"MC OFFICE (BACK) 1 1 'S WAREHOUSE (RIGHT SIDE) 1 /2„MC 12 12 12 20 8 LIGHTING 'S RECEPTICALS 9 20 12 12 12 1 /7 -MC WAREHOUSE (LEFT SIDE) 1.5 1.5 WAREHOUSE (RIGHT SIDE) 1 /2"MC 12 12 12 20 10 RECEPTICALS LIGHTING 11 20 12 12 12 1 /2"MC WAREHOUSE (LEFT SIDE) 1.5 1.5 WAREHOUSE (RIGHT SIDE) 1 /2"MC 12 12 12 20 12 A LIGHTING 13 20 12 12 12 1 /21MC WAREHOUSE (LEFT SIDE) LIGHTING 1.5 1.5 IRRIGATION PUMP 1 /2"MC 12 12 12 20 14 15 20 12 12 12 1 /2"MC WAREHOUSE (LEFT SIDE) 1.5 1.5 OUTSIDE GFI & COND. 1 /2"MC 12 12 12 20 16 LIGHTING PUMP RECEPTICALS 17 20 1 12 12 12 1 /2"MC WALL PACKS 1,5 BLANK 18 TO BAY FUTURE TRANSFORMER ( 1 J OA 2.5" CONDUIT W/(4) 250 ALUM. G © METER BASE, 200 AMP, 3 PH CU 200 A 3 PH. FUSIBLE DISCONNECT ■ OD 2.5" CONDUIT W/(4) 250 ALUM. W/#4 Cu GROUND (D (2) 3.5" CONDUITS W/(4) 250 MCMA M. PER CONDUIT W/ THHN 75C INSULATION 2/0 Cu TO N WIRE WAY NEUTRAL AND GROUND. BLOCK 0T� O n0 G 2) 518!'x 10' GROUND RODS 6' APART V O� b O 2/0 Cu G O ND WIRE TO METAL BLDG. MAIN FRAME STEEL ELECTRIC RISER w V � ANY AIR DUCT TROUBLE PER NFPA 90A 2014, CHPT 6. NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR ROOF CURB STORAGE (S-2) STORAGE AREAS. AS PER NFPA-90A, SEC. 4.3.10.1.1 WAREHOUSE 5,410 S.F./500 = 11 PEOPLE ROOF CEILING/ROOF OCCUPANCY LOAD = 23 PEOPLE 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F.B.C.M. 2014 CHAPTER 6. MIN. 2�27 30 10 0 10 3/4' MC 3/4 M 10 0 10 40 32 FLASHING -.-- PER TABLE 2902.1 (MIN) ACU #1 2.5 5.0 AHU #1 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER OCCUPANY B (1) HC WATER CLOSET, LAVATORY 8. 29 10 0 10 3/4'MC 3/4"M 10 0 10 40 VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN 4" EXH. DUCT 34 VENTILATION NOT OPERATING. F.B.C.M. 2017, SEC. 403.5 AMING DRINKING FOUNTAIN FOR FIRST 25 PEOPLE. V WAREHOUSE -UTILITY SINK 31 30 10 0 10 3/4"MC 3/4"M 10 0 10 40 32 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 ACU #2 2.5 5.0 AHU #2 Fi■( EXHAUST 33 30 10 0 10 /4"MC 3/4"MC 10 0 10 40 34 9. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FAN 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 4" EXHAUST DUCT J�� CEILING 35 40 10 0 10 3/4"MC BLANK 36 10. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED CEILINGGRILLE 37 40 10 ___0TIO 3/4"MC ACU #3 5.0 BLANK 38 DATE: 01/07/18 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 EQUIPMENT SERVED CONN. LOAD DF DEMAND SHALL NOT DECREASE IN SIZE. 2017 F.B.C.M. CHPT. 3, SEC.307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY SCALE: - DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN ,x%411111///00 DUCT PLACEMENT DETAIL LIGHTING 9.0 KVA TOTAL 125% 11.25 KVA cAsr/4 UNCONDITIONAL AREA SHALL BE INSPECTED PER FBCM 2014 CHPT. 3, SEC.307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE RECEPTACLES -OTHER 16.5 KVA DEMAND 100% 16.5 KVA ��� �,...... �O � MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR STOPPAGE. AUXILLARY DRAIN PAN MUST �� '' G S ' '. DRAWN: JHR 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 INLINE AIR CONDITIONING ACU 8. AHU 20.0 KVA AMPS 100% 20.0 KVA �, ' �'••• 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 SUPPLY BRANCH 2' N 2590 PAN WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. SUPPLY BRANCHES TOTAL EQUIPMENT SERVED 45.5 KVA 200 47.75 KVA TOTAL DEMAND LOAD = * : * ••' * = APPROVED: RC CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 7' NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND S HORIZONTAL 21 HUR FLOW PERPENDICULAR Cc : My, , O 3 Z01e 47.75 KVA(1000)/1.73 x 208v = 132.6 AMPS TOTAL CONNECTED LOAD cc: SHEET NAME: 11. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUPPLY TRUNK/ ;• ,ScT E Pmow` SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2017 CHAPTER 3, SEC. 307 '. '�` O,.•O� �� 12. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. NOTE ',�'� i ••• N A\- 13. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, ITS CAPABILITIES OF BTU HEAT REMOVAL ALL SUPPLY DUCTS MUST HAVE A MIN. OF 2' DISTANCE BETWEEN ,�J 11 MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. EACH COLLAR WHEN APPLICABLE. EXCEPTION: WHEN BRANCHES ERMOCRATES t. 6ASTILLO P.E. DATE MECH THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. ARE STRAIGHT AND PERPENDICULAR FROM EACH OTHER. FL. REG. # 52590 SHEET: 5 OF 5