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HomeMy WebLinkAboutRevision 4-4-18OFFICE USE ONLY: DATE FILED- Lf. REVISION FEE: PERMIT # ) 0 S RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE f?Cr � h FORT PIERCE, FL 34982.5652 F (772) 462.1553 0at Ir, APPLICATION FOR BUILDING PERMIT REVISIONS P'c v PROJECT INFORMATION LOCATION/SITE ADDRESS- FC 3 Y S s a DETAILED DESCRIPTION OF PROJECT REVISION Nbclt k J/'c In a ccs m..P CONTRACTOR INFORMATION: STATE of FL REG./CERT. # BUSINESS NAME: C-o,,n 0-31 (' cI'-'tcO QUALIFIERS NAME.�� c2( ADDRES§: CITY: K S. L STATE: PHONE (DAYTIME): 3 k) ' OWNER/BUILDER INFORMATION: NAME: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: ST. LUCIE CO CERT. #: ZIP: Y9s ;) FAX: NAME: i$r m - c ko ADDRE :S I. C CITY: l L STATE. C PHONE (DAYTIME): °i ')d • of g' S a,S ) a FAX: ZIP: HB 14'-8" 1 '-10" 3& C] o 0 0 '-S8" 7'-816 4'-8 6 L. 3'-1 3/4" 1, 3'_1 6" 61_5 611 6'_�" F� SEAT 1 LINE 0 _ _ PATIO v C] 4'-0" 15 6 BATH 3 O 13'-64" 3'_ 1 p 2 A 010 � O • o L.!Jl I0 0 0 0 00 i ilu Gas Fireplace cnl'p G' WALL O, fV o F5 �I o BEDROOM 3 FAMILY ROOM stub f r s i nk PATIO 10' FLAT CLG. Div 10' FLAT CLG, 10' FLAT CLG, 3� E WIRE LATH & STUCCO CLG, o R ESS 0 in ~ .�, 15'-6Z2 o 11'-0" '-0" 12' 11" w ❑ C] U C] C7 O o a M� M rn o LEVEL COUNTER TOP NOOK MICR❑WAVE N❑ STEP UP LINEN SHELF 10' FLAT CLG. KNEEWALL (1� 8'-08'-111/4" IS12 9'-88" 4 11 3--6-1 5 � tO OA riioo 3 -5 ® N Dw o BATH 2 Ln 10' FLAT CLG. C❑❑KT❑P W/ o HOOD KITCHEN ®� . in 10' FLAT CLG, LIVING ROOM C9 LINEN i 5'-0" 6 WALL CORNER CAB, D L ❑VE ARCH 36' OPENING 1 2' 1" 181 RESS o 9 PANTRY ® N p rn 6'-0" 3'-4 3/4" BEDROOM 2 15 p 10' FLAT CLG, F vwi C -I 9'-8 1/2" 11' 04°00 LAUNDRY R. M • co H o 0 Provide 1/2' gypsum -1 13 d board between garage/ Ln r dence & garage/attic (Q5cal) ���''// 13'-4 3/4" 10'-0" C] 20 MIN FIRE o RATED DOOR 4 W/SELF CLOSING HINGE N HB O ATTIC ACCESS 22' X 54' PULL DOWN STAIRS GARAGE 10' FLAT CLG, o HB o O REF, DINING ROOM COFFERED CLG. li'-4 3/4" COFFERED CLG. jf A A-1 FOYER 10' FLAT CLG, a' 12'-6" MASTER BEDROOM 11' -O' TRAY CLG, W.LC. m F x /Uj N �\ ti 3'-821" WLC. rnv 0 Q ih 5 .-iIN fN _ Z CLOSET M z ® M cc J OFFICE © D Z o 10' FLAT CLG.0 mr*i M. BATH N 0 rn 10' FLAT CLG, O 1 ® • • ® C9O 5 PORCH U o0 0 0 1 ' -1' FLAT CLG. WIRE LATH & ITUCCO CL G. I� -6" 1 3'-3" 3'-3'F 3'-6" 3'-112" 3'-11" �I in II n WOOD POST �I ( TYP,) (W❑OD BEAMII ...... _._................-.-.-.-.-.- CLIMATE AND GE❑GRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING - NEGLIGIBLE DAMAGE FROM TERMITES - VERY HEAVY AREA SCHEDULE A/C AREA 2810 GARAGE 677 CUBIC VOLUME ❑F PATIO 526 THE CONDITIONED SPACE PATIO 2 344 (CUBIC FEET) PORCH 245 TOTAL 4602 14'- ® D 3'-3" 28,713 DOOR SCHEDULE MARK STYLE D. P. NOTES WD❑❑HGT - OVERHEAD 16' -O' B' -0' 23, 326, FLUORESCENT ❑2 SINGLE EXTERIOR 3'-0' 6'-8'34, 845, (FIBERGLASS 6-PNL. ) MAIN EGRESS -DO NOT SHUTTER 0 DOUBLE 4' -0' 6'-8' - - SINGLE LITE FRENCH ® BIFOLD 2' -6' 6' -8' - - HOLLOW CORE-6 PNL 5❑ SINGLE 2' -8' 6' -8' - - HOLLOW CORE-6 PNL, © SINGLE POCKET 2' -4' 6' -8' - - HOLLOW CORE-6 PNL I SINGLE POCKET 2'-6' 6'-8' - - HOLLOW CORE-6 PNL ® SINGLE 2' -6' 6' -8' - - HOLLOW CORE-6 PNL. ® BIFOLD T -0' 6'-8' - - HOLLOW CORE-6 PNL QO SLIDING DOUBLE EXTERIOR 6'-0' 8' -0' 31, 641. 2 SINGLE LITE FRENCH 5-11 DOUBLE EXTERIOR T -0' 8'-0' 31. 641, 2 DOUBLE EXTERIOR ©2 SINGLE EXTERIOR 2' -6' 8'-0' 34, 845, 5 (FIBERGLASS 6-PNL.) 13 SINGLE 2'-8' 6'-8' - - S❑LID CORE 20 MIN FIRE RATED DOOR W/SELF CL❑SING ® SINGLE EXTERIOR 3'-0' 8'-0'34, E37, 9 (FIBERGLASS 6-PNL,) 15 BIFOLD 6' -0' 6' -8' - - HOLLOW CORE-6 PNL 16 BIPASS 4' -0' 6' -8' - - HOLLOW CORE-6 PNL. ' NOTE, WINDOWS TO BE IMPACT RESISTANT' WIND❑W SCHEDULE MARK TYPE STYLE SIZE D,P. NOTES W FH + 1- O SH 35 3INGLE HUNG 4'-6' T-3' 34, 8 45. 5 O SH 25 3INGLE HUNG T-2' 5'-3' 36. 5 48. 9 ® SIDELIGHT IXED GLASS V -1' V -9' 36, 5 48. 9 ® SIDELIGHT IXED GLASS 1'-1' V-9' 36. 5 48. 9 ® 4' X 16' IXED GLASS ABOVE DOOR T -5' F -5' 36. 5 48, 9 O SH 25 INGLE HUNG T-2' T-3' 36. 5 48. 9 © SH 35 INGLE HUNG 4'-6' T-3" 34, 8145. 5 O SH 32 INGLE HUNG 4'-6' 2'-3' 36. 5 48, 9 DES ® 8' X 12' IXED GLASS 4'-1' 1'-1- 36, 5 48. 7 O SHH 35 SINGLE HUNG 2'-4' T-3' 36, 5 39, 6 SHH 35 SINGLE HUNG 2'-4' T-3' 36, 5 48. 9 SH 35 SINGLE HUNG 4'-6' 5-3' 34, 8 45. 5 0 SH 35 SINGLE HUNG 4'-6' T -3' 34, 8 45. 5 SH 22 SINGLE HUNG T -2' 2'-3' 36. 5 48, 9 DBS 0 SH 25 SINGLE HUNG T -2' T -3' 36. 5139. 6 EGRESS SH 23 SINGLE HUNG T -2' 2'-3' 36, 5 39, 6 DBS 0 SH 25 SINGLE HUNG T -2' T -3' 36. 5 39. 6 EGRESS 1© SH 24 SINGLE HUNG 3'-2' 4'-2' 36. 5 39, 6 ® SHH 35 SINGLE HUNG 2'-4' T-3' 36, 5 48. 9 SHH 35 SINGLE HUNG 2'-4' T-3' 36, 5 48. 9 ® SH 35 SINGLE HUNG 4'-6' T-3' 34, 8 45, 5 23A SIDELIGHT IXED GLASS V-1' 8'-0' 36. 5 48, 9 23B SIDELIGHT IXED GLASS 1'-1' 8'-0' 36. 5 48. 9 JURISTICTION SAINT LUCIE COUNTY CODE FBCR 2014 PROJECT NAME BEDDOME RESIDENCE PROJECT ADDRESS PORT ST. LUCIE, FLORIDA TYPE OF CONSTRUCTION CBS X FRAME BUILDING DESIGN ENCLOSED X PART. ENCLOSED WIND SPEED (3 SEC. GUST) 161 MPH ASCE CATEGORY: SINGLE FAMILY X OTHER EXPOSURE CATEGORY C Q 1 HIGHEST MEAN HEIGHT 22 FT. OVERHANG 12" ROOF PITCH 5 12 DESIGN PRESSURES ARE NOTED AT EACH OPENING ON WINDOW/DOOR SCHEDULES ROOF DEAD LOAD N/A METAL ROOF X FRAMED FLOOR LIVE LOAD N/A psf DEAD LOAD N/A psf SHUTTERS YES _ NO X IMPACT RESISTANT ASSEMBLY YES X NO 1/4" ROUND CEILING 1 "x 10"x3/4" SYP 2-X4 TYP _ 2x4 TYP 1"x14"x3/4" SYP 1"x12"x3/4" SYP 1/4" ROUND - MOLDINGS MAY BE SUBSTITUTED 1"x10"x3/4" SYP AT THE DISCRETION OF 2x4 TYP THE OWNER 1"x10"0/4" SYP 2x4 TYP FINISHED FLOOR 1/4" ROUND SECTION A CONCRETE 1"=1' SCALE ,�'m,SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 2 8 5 - 0 5 7 2 BRIAN I. NIASKOL FL PE # 66080 z z 0 0 a � z z a Q �0 w � Q z o Q 5 �w a a Q N cn m C w N a DATE DESIGNED GAM 08-25-17 DRAWN GAM 08-25-17 CHECKED JOB NO. 2017-167 A=1 68'-11" L' 5'-41"' 2'- 32 2'-4" 2 2'-4" 3'-6" 11'-91" 2 13'-6- 4 13 -0- 4" '. 112" 314" GALV. SHUT-OFF 1" TO SHUTOFF/REGULATOR AT PROPANE TANK GA GALV. VALVE Q APPLIANCE HB - TANK TO BE LOCATED PER LOCAL BUILDING CSST (TYPICAL) HB CODE REQUIREMENTS AND SITE CONDITIONS (25 EHD) 3/4:: FIREPLACE CSST 20,000 BTUH EHD) O O O = o+ N X4" RANGE N o r — — • — — — — — — F 1 — — POLY GALV. 0 B GALV. 20,000 BTUH GAS NOTES: I F1 3/4' DRYER 1. GAS PIPING TO BE INSTALLED PER 2014 FBC N ' L-2 4' RECESS 4- S EP \ N GALV TANKLESS 199 000 BTUH 2. METALLIC PIPING TO BE SCHEDULE 40 22,000 BTUH 3. SEDIMENT TRAPS & SHUTOFF VALVES TO BE M I @ SHOWER L-2 I INSTALLED PER 2014 FBC ID L-6 L-6 F___19 0 ❑ I 0IE]r=== Ehilpr Kill I1ilIE_=B 0 0 ❑' 0i NOT EI PIPE SIZE BASED OFF LP GAS @ 11.0 IN. W.C. PRESSURE, 0.5 IN. W.C. PRESSURE DROP — - GAS PIPING RISER DIAGRAM VERIFY ALL APPLIANCE STUB &PRESSURE F1 GENERAL FOUNDATION NOTES 8c :"Ts REQUIREMENTS PRIOR TO PIPE INSTALLATION b I F1 I 3' 31" 2' 81'° I co Concrete shall be a minimum of 4" thick over clean, compacted, ❑ I 2 2 12- 6„ r, termite treated fill and 6 mil polyethylene vapor barrier. 00 I � If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage I yNo Concrete shall have at minimum compressive strength of not less Elthan HB I 3000 p.s.i. All 90 deg, hooks are to be extended 10" minimum beyond the turn. FLOOR I OUTLET p 0 • O O iv N Field bends are to be done cold and the diameter of the bend, N measured on the Inside of the bar, is not to be less than six cn L-2 F1 / F1 bar diameters. p -4' ELEVATI I L 5 I `t Minimum coverage for rebar shall be 3" in footings and 1 1/2" in FLOOR 104" 1'-74" L-6 bond beams. Hooks may be rotated horizonitally if required to #5 REBAR OUTLET I 2'-lZ' 1 " F5 8'-711 I El achieve minimum coverages. CONCRETE SLAB I 4'-6" -1 1• I 16 0 / I Rebar overlap shall be 48 bar diameters. 30" for #5 rebar con • ❑ 1 rZ L-4 r 1 0 0 The foundation design assumes that the soil has a minimum " F. L❑❑R I ❑ ❑ p �� I I N load carrying capacity of 2000 p.s.f. FINISH GRAPEI) �a In the event the soil bearing capacityfalls below 2000 p.s.f. This p• =III y =III=III= 1=111''. 5 -2 o I I ^ foundation plan may be superceded by Foundation Design Engineer. / Satisfactory compaction test of fill does not verify lower soils are z =III III=III=III =1 iD J L 5 I adequate. 2 f=III ul—lil=n -(2) #5 MINIMUM C❑NTINUOUS 0D -2" I I p All specifications and dimensions to be verified by contractor. „ it 16 3' COVER MINIMUM L❑ R t— 4. ST I 11 • E o All exterior slabs shall slope a minimum 1/8" per foot for drainage 4 ❑ T ET — — — — — — J 2 I L-6 FORMWORK & SHORING BEARING F❑❑TING F I 0 No structural concrete shall be stripped until it has reached at least 80% of SCALE, 1 /4' = 1' -0' ^N 2 - 4 'cl'N F5 the 28 day design strength. L-2 Design, Erection, & Removal of all formwork, shores, & reshores shall meet N❑TE1 SEE ELECTRICAL FL❑ ❑UT R ET I meet the ACI Standards 347 and 301 C❑NCRETE SLAB • ❑ I PLAN FOR FLOOR OUTLET L❑CATI❑NS AND KITCHEN PROVIDE ICE F1 0 Ln M Contractor to verify all building setbacks prior to the start of construction. '^ for see IG111 ° 4 ISLAND ELECTRICAL MAKER LINE A formboard survey shall be submitted to the building department + approval prior to pouring concrete. REF, mar I 4" THICK CONIC, (2500 PSI MIN:) SLAB W/ LAYER ' I tiIN SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.f. (2) #5 MINIMUM C❑NTINUOUS 6 X 6 10/10 WWM OR FIBERMESH' OVER 6 MIL - 3' COVER MINIMUM POLYETHYLENE VAPOR BARRIER ON CLEAN 95% Fill shall be laid in layers of 6". Each layer to be compacted to 95% 16„ COMPACTED TERMITE TREATED FILL: I compaction. STEP F❑❑TING If the contractor encounters, while digging the foundation, any F2 SCALE 1/4' = 1' -0' c discrepancy to suggest the soil may be inadequate, he must N I I immediately report it to the owner and the Architect or Engineer °D 0' -0' F, F: E, v so as to order a soil boring test. El C ASSUMED) Dowel Rod Repair Note #5 REBAR I (1) #5 CONT. I In the event vertical steel has been omitted from the down z FNn L-2 M�v SHOWER RECESS DETAIL pour locations, drill 5" into concrete (no closer than 3 3/4" 7- 5/8" CURB NOT TO SCALE I from edges and 5" from ends of cap walls) Remove dust o El El per manufacturers instructions and use Two part epoxy to "' 4, C❑NCRETE SLAB I I anchor the #5 rebar in place. Use either "Hilt! C-100" or FINISH GRADE _/ F. 14' 11" w Simpson Epoxy -Tie. z =III tod u I PLUMBING NOTES: % : =III=III= - _ ul—lil- I Plumber to consult with contractor and equipment ordered N '-III : o r ., 3 - � � for rough in dimensions. =III III=III=III —I i=m ul=ln= u � � .• L-8 I, � � 0 I _ Verify all dimensions with the floor plan. The floor plan (2) #5 MINIMUM C❑NTINU❑US 16" 3' COVER MINIMUM 4' RECESS I dimensions dictates all other dimensions on other sheets. 4" d r, ¢ cu — I L� o \ w o -0 9 O \ @ SHOWER I u, Do not scale drawings, if any conflicts arise, contact the F3 CURB SECTION p — in 4' STE ©� o 1 oo ,J„ � O = � •. / � Architect °r Engineer for clarification prior to construction. ' _ ' - ' SCALE! 1 /4 1 0 0 L-4 I ,y L-4 All sanitary lines 2" or less shall have a slope of 1/4" per 1HW 1C I O O foot minimum. I — 6" x6' P.T. WOOD POST • 3 I . in All sanitary lines above 2" shall have a slope of 1/8" per r L-2 13'-4-" 4 10 -4- ELEVA ON I i� OO OO foot minimum. SIMPS❑N ABU66 5/80 I 6° 6' P.T. ® I L-4 ADHESIVE ANCHOR 9" EMBED W D POST Provide Anti -Scalding Valve in all showers. C 12) 16d NAILS TO POST - w 22` 107" _ 8 _ _ — C YP:) — — — — J Lowest living area floor elevation (refered as 0.00') to be CONIC RETE SLAB set by a professional land surveyor to the required building F: FLOOR �3• VTR department elevation, but not less than 18 above the crown FINISH GRADE BATH 3 LAV 2• of the road. =III '•'• •-• =III •'•• I III= r u r n , n O 4 fi 3 6 5 -8 , n , a `515,r=III 3 - 1 9 16 4'-3" 2• VTR :?:,- :: =III :;a II =1 SLOPE n6 ; • Ir 1 12 MAX I \j_8tj4k"i,r 5z 1 1„ 4- 4 3" SINK 3" VTR C2) #5 MINIMUM CONTINUOUS III ICI ICI II4"4 ELEVATI - ' I L- SHOWER 3' 2" KITCHEN J I 16,r �, 3' COVER MINIMUM I - ��`�° I ' 29 3 6' X'6' P. T: Co 2" ° 4 N ' w❑❑D POST F4 PORCH BEARING F❑❑TING 11- OH CESS FOR nMi I INDICATES FILLED CELL W/ #5 VERTICAL REBAR LAV MSTR BTH SCALE 1 /4' = 1' -0' O ALL FILLED CELLS W/REBAR TO BE A MAX. 4" 2. CO S I MPSON ABU66 5/8" 0 4'-0" O.C. 2. ADHESIVE ANCHOR TO 3" vrn LAV � F3 N� FOOTING NG 9' EMBED& C 12) BATH 2 LAV 166 NAILS TO POST DOWEL ROD REPAIR NOTES 2" IN THE EVENT THE STEEL HAS BEEN 3" vrn I II J ` 2" SHWR #5 REBAR INADVERTENTLY OMITTED FROM DOWN POUR 3• 4" a' LOCATIONS DRILL 8" INTO CONCRETE (NO CLOSER TUB 2' THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF UTILITY SINK TUB 2:F3 p CAP WALLS. REMOVE DUST PER MANUFACTURERS 3" 2" 3" WC I INSTRUCTIONS AND USE 2 PART EPDXY TO W CONCRETE SLAB rile I ANCHOR #5 REBAR IN PLACE USE EITHER HILTI 2 3" con 3 1 /2 C-100 OR SIMPSON EPDXY -TIE. UT1L1 sl WASHER CONCRETE SLAB F. FLOO ; 0 0 0 0 = o 0 0 o 1=III=III=111� •. � III III— — L-4 _-`•'.':. • : III=III=III=iEI =° -• 11= 1=III=III=III=1 i=m=u B' 10'-1" 4'-6" 1 '-1" PLUMBER RISER D I A(�RAM °-1-°-'-°-'_' _ _ -11 III=III=11 (2) #5 MINIMUM C❑NTINU❑US 24'-8" NOT TO SCALE 16" 3" COVER MINIMUM * PLUMBER TO LOCATE SEWER E:XTERI❑R STEP AND WATER CONNECTIONS F5 SCALE 1/41'-0" ��SUMMIT DESIGN & FORENSICS, INC. 725 SE: PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MAS KOL FL PE #66080 7 z 0 0 U PH w � 3 Q � o a Q a 7 0 5 �w a = E~ a - o m z 0 w a QI 0 ^Q 0 DATE DESIGNED GMW 08-25-17 DRAWN G1Y1W 08-25-17 CHECKED JOB NO. 2017-167 A=2 IV ,'A�SUMMIT DESIGN & FORENSICS, INC. FLOOD LITES ELECTRICAL SYMBOLS I= TT h �` BA 3 PATIO �M1 e PUSH BUTTON SINGLE POLE V SD SWITCH /cO SMOKE DETECTOR EF/LIT ® CARBON MON❑XIDE TYPE THREE-WAY VTR SWITCH FL❑ S ® SMOKE DETECTOR SD DOOR CHIME D/ i ix @ 220/AC DISCONNECT DUPLEX sD/co �;� l ! RECEPTACLE WALL TV SD PULL SWITCH — — ® ❑5 ii I 1� CEILING LIGHT FAN/LITE ! P. C. �WPGFI WATER PROOF BEDROOM 3\ \_❑X FAN/LITE FAN/LITE / WP FI HB CEILING LIGHT CGFI) RECEP, 10' FLAT CLG. l— J- X J- X FIE W/ EXHAUST FAN 1 ~ stub for sink VAPOR PROOF G� GROUND FAULT FAN/LITE 0 I FAMILY ROO I INTERRUPTER J-,�X / 1 10' FLAT CLG, / PATIO / ! @ RECESSED CAN LJ-� LIGHT FIXTURE TV ❑P TV ❑UTLET / \ \ I o FLUORESCENT FLOOR � OUTLET I WPGFI FAN/LITE o FIXTURE PHONE® TELEPHONE OUTLET 18 0 4 TVA ® J- X _ r� CEILING LIGHT FL❑❑D LIGHT �} U — � — FAN/LITE �{ FIXTURE FLOOD 10' LAT LG. J-BOX MIRE LAT & UCC❑ CLG. WALLLIGHT MOUNTED 0 FAN/LITE PRE WIRE ONLY NOOK /l ! MASTS BEDRq�OM MICROWAVE 10' FLAT CLG, ..\! �� ' TRA CLG, \ OHD SERVICE BY FPL- (3)- # 3/11 THW IN 2' C GENERAL ELECTRICAL NOTES ALL BEDROOM, FAMILY ROOM, DENS,DINING ROOM LIVING ROOM CLOSETS HALLWAYS CLOSETS CIRCUITS TO BE ON ARC FAULT BREAKERS PROVIDE PHONE AND TV OUTLETS. VERIFY LOCATIONS. RUN HVAC WIRES AS REQUIRED. ALL BATH AND KITCHEN OUTLETS WHERE NOTED TO HAVE GROUND FAULT INTERRUPT SMOKE DETECTORS TO BE HARD WIRED TO MAIN HOUSE WITH BATTERY BACK UP MICROWAVE OUTLETS TO HAVE DEDICATED CIRCUITS PROVIDE LEGIBLE DIRECTORY @ PANEL INDICATING INDIVIDUAL CIRCUITS DO NOT SCALE DRAWNGS REFER TO FLOOR PLAN ALL WORK DONE SHALL COMPLY W/ ALL LOCAL STATE AND NATIONAL CODES #4 CU GROUND TIE: TO BUILDING STEEI CWP AND DRIVEN GROUND ROUND NOTEi USE ALL COP ELECTRICAL NOT TO SCALE RESIDENTIAL LOAD CALCULATI❑N SO FEET WATTS/SO, FT. GENERAL LTG 2810 3 SMALL APPLIANCE LAUNDRY MICROWAVE FREEZER DBL OVEN DISHWASHER DISPOSAL WATER HEATER DRYER RANGE TOTAL OF OTHER LOAD FIRST 10 LW OF OTHER LOAD BALANCE OF OTHER LOAD @ 40% TOTAL OF OTHER LOAD HEAT (13,500 KW X 65%) TOTAL LOAD SERVICE SIZE 31563 VOLTAGE 240 USE 200 AMP SERVICE OR GREATER (31,563/240 VOLTS) 8430. 00 3000. 00 1500. 00 1200, 00 500. 00 8000. 00 1200. 00 GOO, 00 4500. 00 5000. 00 8000. 00 41970. 00 10000. 00 12788. 00 27772. 00 8775. 00 31563. 00 (3) 3/0, #4, 2' C 220/AC DISC❑NNE WP/GFI IN SOFF f 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCI F: 14, 34984 (772) 2 8 5 - 0 5 7 2 BRIAN J. MASKOL FLPE # 66080 z z 0 0 F a z z w � z Q � o w a aw. Q z o Q � 5 � w w a w /H z 0 N w a DATE DESIGNED GNIW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 FLOOD' LITES Eml m ,,,,SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LITCIE FL 34984 (772) 2 8 5 - 0 5 7 2 1 SEAT LINEN d BATH 3 Z[ 10x6 64cfm 6, T BEDROOM 3 10' FLAT CLG. 12x8 118cfm BATH 10' FLAT lOx6 INEN BEDROOM 2 10, FItAT CLG. 12x1 i Q ® HW 12x8 113C r w 1n 0 -1 U LINEN IIu Ila Gas Fireplace 1Ox10 7"0 102cfm FAMILY ROOM 10' FLAT CLG. 12" 0 RCH 36'/ ❑PENING Em o 10® u 118cfm ATTIC ACCESS 22' X 54' PULL DOWN STAIRS GARAGE 10' FLAT CLG. 1 1 /7 0 LAUNDRY RM. EE d NOOK 10' FLAT CLG. 1Ox10 \8110 141cfm KITCHEN i 10® 10' FLAT CLG. 168cfm DINING ROOM COF ERED CLG. 73cfm HB LIVING COFFERED FOYER 10' FLAT PORCH 12' -1' FLAT CLG, WIRE LATH & STUCCO CLG. CU-1 m AHU 14 MASTER BEDROOM TRAY CLG. 12x8 W.I.C. 1 x10 r� 14 lcfm x w 8x4 a U loci 12"0 I� - 12x8 8x4 21cfm WLC. C ❑SET z z �6 cfm i u H i ` J "0 8 yy}}{{ \ I �FFICE 10' FLAT CLG, lOx6 M. M BATH 10"0 174cf 10' FLAT CLG, MECHANICAL NOTES FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES, REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE GOVERNING AGENCY AND AS THEY MAY APPLY. THE MECHANICAL WORK INDICATED ON THIS PLAN SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODES: RESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ACCESSIBILITY, ENERGY CONSERVATION, THE FLORIDA FIRE PREVENTION CODE, UNDERWRITERS LABORATORIES (UL) AND THE STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, NFPA 90A. SECURE AND PAY FOR ALL PERMITS AND LICENSES BEFORE ACTUAL WORK IS STARTED AND OBSERVE ANY REQUIREMENT STIPULATED THEREON. COORDINATE WITH AND GIVE ALL NECESSARY NOTICES FOR INSPECTION OF THE WORK TO THE GOVERNMENTAL AUTHORITY HAVING JURISDICTION. COORDINATE LOCATION OF AIR DEVICE WITH ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED CLEARANCE TO SMOKE DETECTORS. CONSTRUCT DUCT IN ACCORDANCE WITH SMACNA REQUIREMENTS. VERIFY DUCT TIGHTNESS IN ACCORDANCE WITH THE FLORIDA ENERGY CONSERVATION CODE. TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF ASHRAE STANDARD 152. PROVIDE AN UNCONDITIONAL, ONE (1) YEAR WARRANTY FROM DATE OF SUBSTANTIAL COMPLETION ON ALL PRODUCTS AND WORKMANSHIP PROVIDED FOR THIS PROJECT. TYPICAL AIR COOLED CONDENSING UNIT. DO NOT LOCATE UNIT WHERE — THE UPBLAST WILL STRIKE ANY OVERHANG, LOCATE UNIT MINIMUM OF 2'-0" FROM BUILDING EXTERIOR WALL ANCHOR UNIT TO PAD WITH MIN. 1/4' DIA.— EXPANSION BOLTS 0 1 1/2' EMBEDMENT DEPTH & NEOPRENE PAD. (TYPICAL FOR 4) SUCTION & LIQUID REFRIGERANT LINES RUN REFRIGERANT LINES SHORTEST DISTANCE TO BLDG. EXTERIOR WALL SEE PLANS FOR CONTINUATION. CONDENSING UNIT SCHEDULE: MANUFACTURER MODEL NO. AMBIENT TEMP. TONNAGE POWER IM.C.A.1 M.O.C.P. WEIGHT NOTES RHEEM RA1660AJlNA I 90OF 5.0 208-230/1 58 60 247 16 SEER AIR HANDLING UNIT SCHEDULE: MANUFACTURER MODEL NO. NOM. CFM KW POWER M.C.A. M.O.C.P. WEIGHT NOTES RHEEM RH1T6024STANJA 1600 10 208-230/1 56 60 207 CONCRETE AC - CONDENSER PAD BRIAN J. MASKOL FL PE # 6 6 0 8 0 z 0 0 a z z w Q F � w Q 0 z Q Q PI z 0 5 w x DATE DESIGNED GMw os-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 M-1 AIR COOLED CONDENSING UNIT DETAIL