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HomeMy WebLinkAboutSite Plan11" 14'-8" ❑ CO ❑ LINEN -54„ 7,-8�„ 11, 4'-8 6„ 3'-1 3/4" 3'-1016„ � -v 5 PATIO BATH 3 © O 11'-92" O 3,_54„ 2 0A 00 • o 0 0 0 o a IIu Gas Fireplace p WALL ❑5 i BEDROOM 4 10' FLAT CLG. ❑w 9 FAMILY ROOM ^� 10' FLAT CLG. 15'-6;" Fi 13' stub f r sink PATIO 10' FLAT CLG. y% 11 WIRE LATH & STUCCO CLG, o 61 h4� ID 0" 12'1 11" 0 0 milt LEVEL COUNTER TOP NOOK MICR❑WAVE NO STEP UP LINEN SHELF 1V FLAT CLG. KNEEWALL g'_O" 8'-11 1/4" 9'-84" 3'-6" ❑o 5 ' O _ O N00 w 0 BATH 2 10' FLAT CLG, 0 C❑�❑❑DP W/ 0 KITCHEN ® in 10' FLAT CLG. CORNER E. LINEN i� CAB. REF, O EN 5 0 N MD ARCH 36" OPENING 19'-616" 6 WALL ❑ U M 21„ ® C1 O E RESS o 9 PANTRY Ln a' 6 -0" 3,_4 3/4" BEDROOM 2 15 IJ 10' FLAT CLG. r w � o of 9'-8 1/2" 11' 04" bo LA UNDR I R. M 0 0 - 00 s o 0 Provide 1 /2' gypsum Ln board between garage/ ❑ r s-Ldenie & garage/att i c 13'-4 3/4" 10'-0" Ed 20 MIN FIRE RATED DOOR 4 W/SELF CLOSING HINGE ATTIC ACCESS 3 HBO 22' X 54' PULL DOWN STAIRS "a m - rn o M00 OQA 3A V� L31 W.LC. M LIVING ROOM x COFFERED CLG, cNil A A-1 FOYER DINING ROOM 10' FLAT CLG, COFFERED CLG, ll'-4 3/4" ® o0 IIF IF0 PORCH OA -1' FLAT CLG, 3'-1 WIRE ATH & TUCCO C G. 11 3'-6" 3 3" 3 3 3 6 , r�mv WOOD POST HB N (TYR ) �. N GARAGE 10' FLAT CLG. o O N ❑` ❑1 Q 13'- C N 17' V W. I. C. 6'-0" 3'-82„ UIM 6'-11" 6N z 5 51_. iv CLOSET 'T z_ It M J ® M 5'3'16 0 OFFICE 10' FLAT CLG. MM M BATH N 0 in 10' FLAT CLG. O 11'-11„ 21 3' 112" 3'-ll" 29'-3" CLIMATE AND GE❑GRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING - NEGLIGIBLE �DANAGE FROM TERMITES - VERY HEAVY AREA SCHEDULE A/C AREA 2810 GARAGE 677 PATI❑ 425 PORCH 245 TOTAL 4157 .il M n (2) 2 X 12 WOOD BEAM\ CUBIC VOLUME OF THE C❑NDITI❑NED SPACE ( CUBIC FEET) o v 0 N ❑ .ylv 14'-11" 4'-3" 3'-3" 6-6„ -3„ DOOR SCHEDULE MARK STYLE D. P. NOTES WD❑❑R T ❑1 OVERHEAD 16' -0' 8'-0' 23, 326. C FLUORESCENT 0 SINGLE EXTERIOR 3'-0' 6'-8'34, 645, (FIBERGLASS 6-PNL. ) MAIN EGRESS -DO NOT SHUTTER ❑3 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 PNI_, 7❑ SINGLE POCKET 2' -G' 6' -8" - - HOLLOW CORE-6 PNL. ® SINGLE 2'-6' 6' -8' - - HOLLOW CORE-6 PNL. Q BIFOLD 5' -0' 6' -8" - - HOLLOW CORE-6 PN!., 10 SLIDING DOUBLE EXTERIOR 6'-0' 8' -0' 31, 641, 2 SINGLE LITE FRENCH 11 DOUBLE EXTERIOR T -O' 8'-0' 3 1, 641. 2 DOUBLE EXTERIOR 12 SINGLE EXTERIOR 2'-6' 8' -0' 34. 845, 5 FIBERGLASS ':-PNL. ) 13 SINGLE 2'-8' 6'-8' - - S❑LID CORE 20 MIN FIRE RATED DOOR W/SELF CL❑SING 14 SINGLE EXTERIOR T-0' 8'-0'34, 837. 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 A P, NOTES W H + - O SH 35 S INGLE HUNG 4'-6' 5'-3' 34. 8 45. 5 O SH 25 SINGLE HUNG T-2' T-3' 36, 5 48. 9 SIDELIGHT IXED GLASS F-1' 6'-9' 36, 5 48, 9 ® SIDELIGHT FIXED GLASS 1'-1' 6'-9' 36. 5 48. 9 ® 4' X 16' FIXED GLASS ABOVE DOOR T-5' 1'-5' 36, 5 48. 9 O SH 25 SINGLE HUNG T-2' T-3' 36. 5 48. 9 © SH 35 S INGLE HUNG 4'-6' 5'-3, 34. 8 45. 5 O SH 32 INGLE HUNG 4'-6' 2'-3' 36 5 48, 9 as 8' X 12' FIXED GLASS 4'-1' 1'-1' 36. 5148, 7 O SHH 35 SINGLE HUNG 2'-4' T-3' 36. 5 39. 6 1® SHH 35 SINGLE HUNG 2'-4' T-3' 36. 5 48. 9 0 SH 35 SINGLE HUNG 4'-6' 51-3, 34, 8 45. 5 0 SH 35 SINGLE HUNG 4'-6' T-3' 34, 8 45. 5 SH 22 S INGLE HUNG 3'-2' 2'-3, 36. 5 48, 9 OHS SH 25 SINGLE HUNG T-2' T-3' 36. 5 39, 6 EGRESS SH 23 SINGLE HUNG T-2' 2'-3, 36. 5 39, 6 OBS SH 25 SINGLE HUNG 3'-2' 5'-3' 36, 5 39, 6 EGRESS 0 SH 24 SINGLE HUNG T-2' 4'-2, 3G. 5 39, 6 ® SHH 35 INGLE 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 FIXED GLASS F-I' 8'-0' 36. 5 48, 9 23B SIDELIGHTrIXED GLASS 1'-1' 8'-0' 36, 5 48, 9 JURISTICTION SAINT LUCIE COUNTY CODE FBCR2014 PROJECT NAME BEDDOME RESIDENCE PROJECT ADDRESS FORT PIERCE, FLORIDA TYPE OF CONSTRUCTION CBS X FRAME BUILDING DESIGN ENCLOSED X PART.ENCLOSED WIND SPEED (3 SEC. GUST) 160 MPH X ASCE CATEGORY: SINGLE FAMILY X OTHER EXPOSURE CATEGORY C 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 sf SHUTTERS YES _ NO X IMPACT RESISTANT ASSEMBLY YES X NO in A). ,Lucie I Zronmental t ,Site PlaA'A i> rrove�l Supersedes /X +re�: OSTDS f a Sf' 1 ko ou �SY'cw ln7 '01¢ 75 r( lzr I 1 ,..�1 `1 PLAN.-_ '�.'_ ��t r�,.lI, . I r €3 , x�ZF'I OPd3€) uR NO SaY C 110N FIN 111, SE :L1BE, CEILING 1/4" ROUND 1"x10"x3/4" SYP 2x4 TYP 2x4 TYP 1"x14"x3/4" SYP 1"x12"x3/4" SYP - 1/4" ROUND MOLDINGS MAY BE SUBSTITUTED 1"xl0"x3/4" SYP AT THE DISCRETION OF 2x4 TYP THE OWNER 1"x10"x3/4" SYP 2x4 TYP FINISHED FLOOR 1/4" ROUND e 4 9 4. 94 4.' Y .yA 44 SECTION A CONCRETE 1"=1' SCALE THESE _;, CONCu+L:.rAyrtNe�aORATofIRENTS ARE s . °,� ; , , ,< , ' , ; ;aT ARE THE RESPONSIBIUIY OP THE REQI. - ,� ;,., fi,4NTRAFTDR OF REGORA ,. MAYr MP - ' COMPLY YVt , hL� r.�,p' cQDE9. $SN0, mG MpNUFAGI:IFE a 1 ABLMpy yANGE U FA�OpS AND S ODE MUST W0, FBG eNwe, 0,0t), 1M%I'JIlS mmimtA 0%A ONS APE AP'^"'- g-L- ..\� S U M MIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 r �- SCANNED BY ST LUCIE COUNTY z O a cz U W 0 W Q 0 z 0 V) w �i DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 File 4 H8 14'-8" 15'-101, SEAT ❑ ❑LINEN ❑ _58, �,_8 6 4' 8_ 3' 1 3/4" 3'-1 16" 6' S 6„ 6_5 6, v 4'-0" 15 Q ° PATIO rl BATH 3 © 12 1„ 11'-97 3„ 13 -64 O p 3'-54,- E 2 A o 0 0 0 0 0 00 ^b 6 WALL l= Gas Fireplace o lla N p BED OM 3 10 FL T CLG. FAMILY ROOM stub for sink PATIO O o 1 Div 10' FLAT CLG. 10' FLAT CLG. ti E IRESS 1 ,"l WIRE LATH & STUCCO CLG.In 15'-6z" 0 io < w '-0" lz' 11" . g o ❑ ©O • • ❑ U ❑ ❑ ❑ O 'INt T O O p LEVEL COUNTER MICROWAVE NO STEP UP JP NOOK C)in G0 LINEN SHELF KNEEWL 10' FLAT CLG: 3A 3 2 q 8'-0" 8'-11 1/4"L q Eflo BATH 2 10' FLAT CLG. ;LINEN r, 6 WALL L) O M El 1"LEI o PANTRY o u BEDROOM 2 15 � 10' FLAT CLG: F- 0 o 9'-8 1/2" 11' 04° ca LAUNDRY R FIE] M a o Provide 1/2' gypsum board between garage/ `^ 13 t' r dence & garage attic Cp�ca() 13' 4 3/4" 10,-0" 20 MIN FIRE RATED DOOR ® W/SELF CLOSING HINGE Q ATTIC 22' X 54' PULL DOWN STAIRS GARAGE 10' FLAT CLG. ❑1 T) 23'-4 3/4" LIVING ROOM COFFERED CLG. REF. - A A-1 FOYER DINING ROOM 10' FLAT CLG: COFFERED CLG. 11'4 3/4" 0 0 • 0 POR H OA -l' FLAT CLG. WIRE LATH & jTUCCO,CjG, 3'-11 3113'-6" Ir 3'-3" 3'-33'_6" in n rev WOOD POST Hg N (TYP. ) � �. US 6 'CLIMATE AND GE❑GRAPHIC DESIGN CRITERIA 13'-04" 4--n,, 41_17111 , 3'-10„ 1 �0 W.I. C. co � F X W a U (U N n., 3'-81" M all irN Z LZLJ iv CLOSET I J 5' 3z" 0 W. I. C. "v OM A u mi. m in ' r-I n OFFICE © D z ° nm 10' FLAT CLG. MM Div M. BATH N 10' FLAT CLG: O 0 3'-111" (2) 2 X 12 WOOD BEAM- DAMAGE FROM WEATHERING - NEGLIGIBLE DAMAGE FROM TERMITES - VERY HEAVY AREA SCHEDULE A/C AREA 2810 GARAGE 677 CUBIC VOLUME ❑F PATI❑ 425 (THE CONDITIONED SPACE PORCH 245 (CUBIC FEET) TOTAL 4157 28, 713 O 14'-11" 0 O G$.2 o+ 0 N 0 v DOOR SCHEDULE MARK STYLE DOOR D. P, NOTES WD HGT + - OVERHEAD 16' -0' 8' -0' 23 26: C FLUORESCENT 2❑ SINGLE EXTERIOR 3'-0' 6'-8134: 145. (FIBERGLASS 6-PNL.) MAIN EGRESS -DO NOT SHUTTER 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. 7❑ SINGLE POCKET 2'-6' 6' -8' - - HOLLOW CORE-6 PNL: ® SINGLE 2'-6' 6' -8' - - HOLLOW CORE-6 PNL. ❑9 BIFOLD 5'-0' 6'-8' - - HOLLOW CORE-6 PNL. 10 SLIDING DOUBLE EXTERIOR 6,-0, 8' -0' 31, 641. SINGLE LITE FRENCH 11 DOUBLE EXTERIOR T -O' 8'-0' 3 1: 641, DOUBLE EXTERIOR 12 SINGLE EXTERIOR 2'-6' 8' -0' 34, 845, (FIBERGLASS 6-PNL.) 13 SINGLE 2'-8' 6'-8' - - SOLID CORE MIFIRE RATED DOOR WO/SELF CLOSING ® SINGLE EXTERIOR 3'-0' 8'-0134, E37, S (FIBERGLASS 6-PNL,) 15 BIFOLD 6' -0' 6' -8' - - HOLLOW CORE-6 PNL. 16 BIPASS 4' -0' 6' -8' - - HOLLOW CORE-6 PNL: r_rl ' NOTE. WINDOWS TO BE IMPACT RESISTANT' WIND❑W SCHEDULE MARK TYPE STYLE SIZE D.P. NOTES W H + I - O SH 35 SINGLE HUNG 4'-6' T-3' 34. 8 45. 5 O SH 25 INGLE HUNG 3'-2' S'-3' 36: 5 48: 9 ® SIDELIGHT FIXED GLASS 1'-I' W-9' 36, 5148, 9 ® SIDELIGHT FIXED GLASS 1'-1' 6'-9' 36, 5148, 9 ®' X 164 ' ABOVE DOOR FIXED GLASS T -5' F -5' 36. 5 48, 9 O SH 25 INGLE HUNG T -2' T -3' 36. 5 48, 9 © SH 35 SINGLE HUNG 4'-6' T-3' 34. 8 45. 5 O SH 32 SINGLE HUNG 4'-6' 2'-3' 36. 5 48. 9 OBS ® B' X 12' FIXED GLASS 4'-1' 1'-1, 36. 5 48, 7 O SHH 35 SINGLE HUNG 2'-4' T-3' 36. 5 39. 6 SHH 35 INGLE HUNG 2' -4' 5' 33, 36, 5 46, 9 SH 35 SINGLE HUNG C-6' 5'-3' 34, 8 45. 5 SH 35 SINGLE HUNG 4'-6' 5'-3' 34. 8 45. 5 0 SH 22 SINGLE HUNG T-2' 2'-3' 36: 5 48, 9 OBS 0 SH 25 SINGLE HUNG T -2' T -3' 36. 5 39. 6 EGRESS SH 23 SINGLE HUNG T-2' 2'-3' 36. 5 39. 6 DES 1® SH 25 SINGLE HUNG T -2' 5'-3' 36. 5 39, 6 EGRESS 1© SH 24 SINGLE HUNG T-2' 4'-2' 36, 5 39. 6 ® SHH 35 SINGLE HUNG 2'-4' T-3' 36. 5 48. 9 ©1 SHH 35 INGLE 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 1'-1' 8'-0' 36. 5 48. 9 23B SIDELIGHT FIXED GLASS 1'-I' 8'-0' 36. 5 48. 9 JURISTICTION SAINT LUCIE COUNTY CODE FBCR2014 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. GUS 161 MPH ASCE CATEGORY: SINGLE F MILY X THEIR EXPOSURE CATEGORY C 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"x10"x3/4" SYP 2x4 TYP 2x4 TYP 1"x14"x3/4" SYP 1"x12"0/4" SYP 1/4" ROUND — MOLDINGS MAY BE SUBSTITUTED AT THE 1"x10"x3/4" SYP DISCRETION OF 2x4 TYP THE OWNER 1"x10"x3/4" SYP 2x4 TYP FINISHED FLOOR 1/4" ROUND .:9�'. :1.4 •. .. 44. - CONCRETE 1"=1' SCALE ,��SUM M I DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 2 8 5 - 0 5 7 2 BRIANJ. MASKOL FLPE # 66080 SCANNED By e T LUCIE. COUNTY zz z _0 0 F" a U � a z U W w Q H a 6 a w 0 z z w H d Q N z 0 w x pe DATE DESIGNED 08-25-17 GMW DRAWN 08-25-17 GMW CHECKED JOB NO. 2017-167 I 68'-11" 2'_31, 5'-4L „ 2 2'-4" 3'-6" 11'-91" 13'-63" 13'-03" 1/2" 1/2" SHUT-OFF 14'-8" 2 2'-4"- 2 4 4 1"TO SHUTOFF/REGULATOR AT PROPANE TANK 3/4, GALV. GALV. VALVE @ APPLIANCE HB - TANK TO BE LOCATED PER LOCAL BUILDING CSST (TYPICAL) 3/4" HE CODE REQUIREMENTS AND SITE CONDITIONS (25 EHD) FIREPLACE CSST 20,000 BTUH (25 EHD) ❑' O 0 O O N 3/4",RANGE GALV. 1/2" 20,000 BTUH N ❑• POLY ALV. GAS NOTES: 314" 1. GAS PIPING TO BE INSTALLED PER 2014 FBC DRYER ^� FL-2 4" RECESS 4' Si�EP \ N GALV. TANKLESS W.H. 2. METALLIC PIPING TO BE SCHEDULE 40 22,000 BTUH 3. SEDIMENT TRAPS & SHUTOFF VALVES TO BE in @ SHOWER FL--21 199,000 BTUH INSTALLED PER 2014 FBC I 0 L-6 o 0 l7 [7 ❑ ❑ ❑ O O O C] 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 BTUH & PRESSURE REQUIREMENTS PRIOR TO PIPE INSTALLATION 1 GENERAL FOUNDATION NOTES $ME: NTS F 1 ❑ 'bv I 1 1 3'-3-" 2'-8 00 Concrete shall be a minimum of 4" thick over clean, compacted, 0 2 2 12'-6" r\ termite treated fill and 6 mil polyethylene vapor barrier. t0 I j If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage m� Lys Concrete shall have at minimum compressive strength of not less I p o1D HB than 3000 p.s.i. r All 90 deg. hooks are to be extended SO" minimum beyond the turn. FLOOR I o Q ❑ i Field bends are to be done cold and the diameter of the bend, OUTLET I �/y(o 'o F. — — N measured on the inside of the bar, is not to be less than six `v in L-2 F 1 ��•- 0 bar diameters. IE -4• ELEVATI L-5 I Minimum coverage for rebar shall be 3" in footings and 1 1/2" in � FLOOR 104„ 1�_74,� I L-6 bond beams. Hooks may be rotated horizonitall if required to Y Y q ? #5 REBAR ❑UTLET I 2'-12' 8 -715 1 " F5 achieve minimum coverages. � ( 4 -6L. 0 Rebar overlap shall be 48 bar diameters. 30" for #5 rebar CD CONCRETE SLAB co ❑ 1, g -52 L-4 ❑ ❑ 1 nw [7 (� The foundation design assumes that the soil has a minimum " F. FL❑❑R �� I I T+IN load carrying capacity of 2000 p.s.f. FINISH GRADE r51v o In the event the soil bearing capacity falls below 2000 p.s.f. This =III y : =III i III I= 00 ' I 5 -2 0 I I I` foundation plan may be superceded by Foundation Design Engineer. =III :•0 ; II =l _ I 00 III I Satisfactory compaction test of fill does not verify lower soils are z =III III=111=III =1 . ❑ J • I II L 5 II adequate. '-'=III 111�111= II (2) #5 MINIMUM C❑NTINU❑US m I -2" I ❑ All specifications and dimensions to be verified by contractor. 16 3" COVER MINIMUM 4' STE I ■ L❑ R • ❑ ❑ All exterior slabs shall slope a minimum 1/8" per foot for drainage 4" 2" —• J ❑ T ET — — — — — — I L-6 FORMWORK &SHORING BEARING F❑❑TING F I [7 [7 No structural concrete shall be stripped until it has reached at least 80% of SCALEI 1 /4' = 1' -0' = rI' 2'-84" F5 the 28 day design strength. o -' LE Design, Erection, & Removal of all formwork, shores, & reshores shall meet CONCRETE SLAB NOTE: SEE ELECTRICAL ❑UT I meet the ACI Standards 347 and 301 PLAN FOR FLOOR OUTLET LOCATIONS AND KITCHEN PROVIDE ICE F1 N M Ln Contractor to verify all building setbacks prior to the start of construction. formboard be to the building department for see Ian ISLAND ELECTRICAL MAKER LINE A survey shall submitted ❑ I approval prior to pouring concrete. PP P P 9 4 "' 4.4., REF, I _ ' _ •'. — — I 4' THICK CONC. (2500 PSI MIN,) SLAB W/ LAYER I SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.f.-, _ I (2) #5 MINIMUM CONTINUOUS n11d• 00 6 X 6 10/10 WWM OR ' FIBERMESH" OVER 6 MIL ,.`�N 3" COVER MINIMUM POLYETHYLENE VAPOR BARRIER ON CLEAN 95% O Fill shall be laid in layers of 6". Each layer to be compacted to 95% 16„ 0 [7 COMPACTED TERMITE TREATED FILL, I r compaction. STEP F❑❑TING I I If the contractor encounters, while digging the foundation, any F2 SCALE. 1/4"= 1'-01 discrepancy to suggest the soil may be inadequate, he must CID N I immediately report it to the owner and the Architect or Engineer 0' -0' F, F, E, a (] so as to order a soil boring test. [] I C ASSUMED) I Dowel Rod Repair Note #5 REBAR (1) #5 CONT. I In the event vertical steel has been omitted from the down z L-2 mlv SHOWER RECESS DETAIL pour locations, drill 5" into concrete (no closer than 3 3/4" 2: NOT TO SCALE I from edges and 5" from ends of cap walls) Remove dust 7- 5/8" CURB - ❑ O per manufacturers instructions and use Two part epoxy to "' 4, C❑NCRETE SLAB I anchor the #5 rebar in place. Use either "Hilti C-100" or FINISH GRADE • 14'-11" Simpson Epoxy -Tie. z ° If' I L-7 =III L PLUMBING NOTES: nl—ul00 1=111:,'.• ';;: I III= - II— I Plumber to consult with contractor and equipment ordered N =III :o:, :: • ' I =1 °? - — /— 3, for rough in dimensions. III III III ul III ul III II i I — • ❑ O L-s I = Verify all dimensions with the floor plan. The floor plan (2) #5 MINIMUM C❑NTINU❑US 16" 3" COVER MINIMUM L4' RECESS I ~ dimensions dictates all other dimensions on other sheets. 4" N o — — = w @ SHOWE t o M 9 O I Ln Do not scale drawings, if any conflicts arise, contact the F3 CURB SECT I ❑N [] in 4" STE © o o — o o y [7 O 0 / Architect or Engineer for clarification prior to construction. SCALEI 1 /4" = 1' -0" L-4 L-4 y All sanitary lines 2" or less shall have a slope of 1/4" per HW ❑ 1, I foot minimum. I 6' 6" x6" P.T. WOOD POST • rn All sanitary lines above 2" shall have a slope of 1/8" per L_2 13 -43" ,_ 4 10 -0.1 -a• ELEVA ION m Op — OO foot minimum. SIMPSON ABU66 5/80 I ❑ 6W XD6P❑STT IL ADHESIVE ANCHOR 9" EMBED Iv Provide Anti -Scalding Valve in all showers. (12) 16d NAILS TO POST fol _ _ _ _ _W_ II — —( YP — — — — — J Lowest living area floor elevation (refered as 0.00') to be CONCRETE SLAB 4'-6" 4' 3" p set by a professional land surveyor to the required building HB O _ I I 1'-0" vrR F. FLOOR �3„ department elevation, but not less than 18 above the crown FINISH GRADE L� 1s„ BATH 3 LAV 2„ of the road. =III : -•• • ', =III it III ii III= ' — 00 O 4'-6" 3'-6" 5'-8" 3'- 1' 9" 516 4' 3" 2' VTR .::'•:: q:II =11 SLOPE TUB A:...:2. 12 MAX „ 1 1 1 _81„ 51„ 4- '-8-„ 4 Z 4 3"SINK 3" VTR Z+III III III III II —I C2) #5 MINIMUM C❑NTINU❑US -4' ELEVATI I L_ I SHOWER 3" 2" KITCHEN I 16„ r1, 3" COVER MINIMUM 29'-3" 'a 4„ I 6' X 6" P, T, co 2„ 0/W N� WOOD POST PORCH BEARING FOOTING F4 L-1 11' RECESS FOR I INDICATES FILLED CELL W/ #5 VERTICAL REBAR MSTR BTH SCALE: 1/4" = 1' -0' OH D[][]R SIMPSON ABU66 5/8" 0 ALL FILLED CELLS VVJREBAR TO BE A MAX. 4• 2" LAV 2„ Co C ADHESIVE ANCHOR TO 3I" VTR LAV F3 tild N FOOTING 9" EMBED& < 12) BATH 16d NAILS TO POST DOWEL ROD REPAIR NOTES IN THE EVENT THE STEEL HAS BEEN 2 LAV 2" 3^ VTR J 4" 2" sHwR #5 REBAR I a INADVERTENTLY OMITTED FROM DOWN POUR 3' 3" LOCATIONS DRILL 8" INTO CONCRETE (NO CLOSER TUB 2„ THAN 3 Y4" FROM EDGES AND 5" FROM ENDS OF UTILITY SINK TUB Z T1/2 p CAP WALLS. REMOVE DUST PER MANUFACTURERS 3" 2" 3" WC F3 INSTRUCTIONS AND USE 2 PART EPDXY TO We o CONCRETE SLAB illy I ANCHOR #5 REBAR IN PLACE USE EITHER HILTI 3' M C-100 OR SIMPSON EPDXY -TIE. CONCRETE SLAB F, F66 L❑❑ J 3" ' 0 0 0 0 = o 0 0 0 WASHER :•_::_:_:•.;.;' — I�� 00 1=III=III=111—'•'.':• •: III III L-a .• 4'-6" PLUMBER RISER D I A� R A M (2) #5 MINIMUM C❑NTINUOUS 24'-8" NOT TO SCALE 16 3' COVER MINIMUM File Cc * PLUMBER TO LOCATE SEWER EXTERI❑R STEP AND WATER CONNECTIONS F5 SCALEI 1/4'= 1' -0' .��� S U M M I T DESIGN & FORENSICS, INC. 72,5 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772)285-0572 W BRIAN J. MASKOL FL PE # 66080 SCr\NNE`� ST- H z z 0 0 E- z L) w o H � a a w O z 0 S m H 6 o N z 0 w x DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 i RIDGE VENT 5V CRIMP METAL ROOF GENERAL NOTES 1, Construction shall follow 'Florida Building Code' (FBC) 2014, FBC 2014 Residential, FBC 2014 Plumbing Code, FBC 2014 Mechanical Code, FBC 2014 Energy Conservation, and the NEC (NFPA 70) 2011 Edition 2, The Contractor, Subcontractor, Supplier, etc, shall verify all dimensions, conditions at jobsite, 3. All written dimensions on these drawings take precedence over scaled demensions, 4. Structural features not detailed on these pages will be addressed by the Engineer as construction progresses, 5. Residence located in negligible weathering area, and in very heavy termite infestation area per FRC 301 STRUCTURAL NOTES 1, Design loads in accordance with ASCE 7-10 2, Soil bearing capacity ; 2500 PSF 3. All structural concrete shall have a minimum compressive strength of 3000 PSI at 28 days, 4. Stab/Footings to be concrete with minimum 2500 PSI compressive strength at 28 days, See plan for size and steel requirements. 5. Minimum concrete protection for reinforcing bars: Footings: 3" Beams: 1 1/2' Suspended Slabs 1" 6, Lap all reinforcing steel a minimum of 48 bar diameters. Grade 40 steel minimum in beams and columns. 7. All lumber in contact with concrete or masonry shall be pressure treated, & Splitting or cracking of structural components due to Installation of hardware is not permitted, 9. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice, 10, Bearing points of trusses shall have vertical studs in a number equal to the number of plies of the bearing member when the bearing member is 2 or more plies unless noted. 11. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywall is to be nailed with 10d or better na i l s 6" o, c. edges and 8" o, c, f i e I. ol, or screwed w I th drywall screws 1.25 Inches long and 0.131 Inches diameter. 12. Wall and ceiling finishes (not including trim) shall have a flame spread index of not greater than 200 and a smoke developed index of not greater than 450.Per USG, k wallboard has a flame spread index of not greater than 25 and a smoke developed index of not greater than 450. 13, Insulation shall have a flame spread index of not greater than 25 and a smoke developed index of not greater than 450 (not applicable to facings when installed in concealed spaces with facing installed in substantial contact with the unexposed finish surface), Per ❑wnens corning, batt insulation has a flame spread index of 10 and a smoke developed index of 10, 14. Gypsum wall board shall conform to ASTM C22, C475, C514, C 1002, C 1047, C 1 177, C 1 178, C 1278, C 1396 OR C1658 and installed per FBC residential code. Per USG, wallboard conforms to C1396, 15. Ceramic t le shall be installed per ANSI A 108, 1, A 108, 4, A 108. 5, A 108, 6, A 108, 11, A 118. 1, A 1 18. 3, A 136. 1 and A137.1.Fiber mat reinforced cement itious backer shall be used behind wall applied ceramic tiles and conform to ASTM C1288,C1325,C1178 OR C1278, Per Durock, cement board exceeds ASTM C1325, RIDGE VENT FRONT ELEVATION REAR ELEVATION 5V CRIMP METAL ROOF W/ Q ZONE 1 - USE 10d RINGSHANK NAILS AT 6- O.C. (IN FIELD) 4" (EDGE) Q2 ZONE 2 - USE 10d RINGSHANK NAILS AT 6' O,C. Q3 ZONE 3 - USE 10d RINGSHANK NAILS AT 4" O. C. ROVE NAILING PATTERN DIAGRAM .�\S U M M i 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 L MASKOL FL PE # 66080 SCANNED BY S-` LUCI-- COUNTY H z o F U W H z U Q a a a 0 Z z 0 5 a o z 0 W x DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 File m 0 .-i O ti RIDGE VENT WIND DESIGN PRESSURES END WIND TRIB. ZONES - PSF 1 2 3 4 5 ZONE SPEED AREA <10 S.F. -33.3 -58.1 -85.9 +36.5 +36.5 -39.6 -48.9 20 S.F. -32.5 -53.5 -80.3 +34.8 +34.8 4 FT. 160 -37.9 -45.5 50 S.F. -31.2 -47.3 -72.9 +32.6 -34.1 +32.6 -41.2 MPH 100 S.F. -30.3 -42.7 -67.4 +31.0 +31.0 31.3 -37.9 500 S.F. +27.2 +27.2 X -30.3 -30.3 ALLOWABLE PRESSURES ARE FOR WINDOWS AND DOORS, FRAMING, ROOFING AND OTHER BUILDING COMPONENTS AND CLADDING. ROOF ZONES: 1 THRU 3 WALL ZONES: 4 AND 5 3 2" M N RIGHT SIDE ELEVATION RIDGE VENT DI RIGHT SIDE ELEVATION 16'x8' SOFFIT VENT SPACED 2 6' -0' ❑. C. ( TYP) WIND ZONE -WALLS 29061a1W131,1111 12 Q 5 RIDGE VENT F rl PRODUCT APPROVAL r a Number Product Model Number Manufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures NOA#: 15-0212.07 Roofing SV CRIMP SUfJLAST #10 SCREWS @ 16" O.C. IN FIELD & @ 8 O.C. IN PERIMETER AND CORNERS See Plan -74.75 FIELD -176 PERIMETER/CORNER N/A Soffit Coverin 9 Stucco PI Gem Soffit Covering built on -site: 8" Hi -Rib self furred expanded metal lathe w/ Plan +43.3/ 58.0 Siding Group K-paper backing fastened to each truss w/ #8(MIN) x 14" phillips pan/trussSee head screws (stainless steel or Galy. A307 steel) @ 5" O.C. max (2 screws per ea. sq. ft. of lath). 8" thick min. cement stucco mixed and applied per ASTM C926. _ Opening Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated ID Number Type Design Pressures Design Pressures A 0 NOA#:16-0714.03 S.H. Windows SH-5500 PGT Windows and Doors Impac 1/4"x 1 1/4" min embedment Tapcon anchors. At jambs provide (4) anchors above MR and (4) anchors below MR and provide (3) anchors at head. See Win/Door Schedule +65/-70 © NOA#:16 0629.12 Fixed Windows PN5520 PGT Windows and Doors Impact 1/4' x 1 /4 min embedment Tapcons 6 /5 O. 1 See Win/Door Schedule +/-50 © FL#: 15225.3 Double or Swing Single Door w/ Fiberclassic Therma Tru Impact 1/4" x 1 1/4" min embedment @ 6"/14" O.C. Win Win/Door See / FL#:5891.4 Swing Doors Fiberclassic Therma Tru NA 1/4" x 1 1/4" min embedment @ 6/17.2" O.C. See Win/Door +/- 67.0 Schedule FL#.16546.4 Garage Door 3W6 O n a 5/16" x 1 5/8" min. embed. lag screw each bracket Schedule RAI \i,b,1 T 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 J. MASKOL FL PE # 66080 SCANNED BY S'T LUCIE COUNTY H w z 0 0 H U a H z z U v� w L1 H W q z z Q E m a O N z 0 W F4 OR DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 �Q! 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck CBS Min. 1 3/8" embedment ° at windows \4. 16 d ° `1 /2" drywall stucco finish perimeter caulk Attach 1x p.t. bucks 1/4" max. struct. shim with 8d coil nails at caulk 12 o.c. Typ. window7 attach as per jamb or manufacturers door jamb product approvals NOTE: Method of attachment and waterproofing procedures are the some at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction TVDiCCI Window & S.G.D. Jamb Detail at CBS WCII raanrrr�:ma.W_HrMIS M RIVIr4aT.re DESIGNED TO MEET THE REQUIREMENTS OF FBC 2014 SECTION R703.8 FLASHING" Window frame 3/8" continuous bead of corrosive resistant caulk (back bedding) behind Topcon concrete shim to prevent liquid passage srews installed as specified in window 1/4" struct. shim manufcicturers product approval set flange in continuous bead of caulk across the entire face of buck window siU= perimeter caulk stucco finish c_ ° E Gunable sealants shall comply with d ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conc. sill TvDical Precast Conc. Sill Detai CONT. #5 ROD VERTICLE W/20" BEND @ TOP 41 w. COURSE OF BOND BEAM iCK W/(1) #5 REBAR CONT. #5 ROD BENT 90 DEGREES ANS TIED TO STEEL IN BEAM BVLOCK AND FILLED CELL (25" OVERLAP MIN.) (1) COURSE OF BOND BEAM BLOCK W/(1) #5 REBAR CONT. #5 OWEL IN FILLED CELL k BEAM STEP DETAIL NOT TO SCALE DOWEL IN FILLED CELL 2x4 TREATED BO' PLATE 4CTURED ROOF -0" O.C. _ CIELING IZED TOP PLATE _ BOTH SIDES iTU D S (TYP.) IE METAL TRACK FASTEN TREATED BOTTOM PLATE TO SLAB W/ 4" THICK CONCRETE SLAB 0.145"Ox2-1/2" LNG. (2500 psi) WITH FIBER MESH P.A.F. @ 16" O.C. OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL TYP INTERIOR WALL SECTION 21"=1' SCALE PRE-ENGINEERED WOOD TRU SPACED 24" ON CENTER R-30 INSULATION) 1/2" DRYWALL BEAM BLOCK TO HAVE 1) #5 CONT. BAR FILLED 3000 PSI CONCRETE CONC, LINTEL TYPICAL AT ALL OPEN SPANS 1/2' GYPBOARD ON 1' X 2' P.T. FURRING STRIPS R 4.1 FI-FOIL INSULATION 8' X 8' X 16' CONC. BLK.— 4' THICK FIBERMIX CONCRETE (2500 PSI MIN,) SLAB OVER 6 MIL, POLYETHYLENE VAPOR BARRIER OVER CLEAN, COMPACTED, POISONED FILL MIN. 95% DENSITY 16' WIDE X 18' DEEP MONOLITHIC FDOTING W/2-#5 BARS CONTINUOUS MIN 3' COVER @ BOTTOM BARS 1-PLY GIRDER TRUSS"GRE" SIMPSON MGT @ SINGLE PLY TRUSS METAL ROOF ON 30# ROOFING FELT OVER 5/8' CDX PLYWOOD 12 (SEE ENGINEERING SPECS, FOR NAILING) 5 SEE CONNECTOR SCHEDULE METAL DRIP ON ALUM. FASCIA OVER 2 X 6 SUB -FASCIA WIRE LATH & STUCCO 12" OVERHANG SOFFIT W/ VENTS FINISH OVER BLOCK , 0 #5 DOWEL AT EACH VERTICAL BAR MIN, 10 1/2' EMBEDMENT IN FOOTING MIN. 30' LAP FILL BLOCK VOIDS AROUND EACH DOWEL WITH 3000 PSI CONCRETE I I = _ TYPICAL BLOCK WALL SECTION TOP OF BEAM EL. _ +12'-0" i 2-PLY GIRDER TRUSS "GRB" Z__SIMPSON FGTR }"0 TITEN HD MIN. 3}" EMBEDMENT CENTERED AT GIRDER TRUSS BOTTOM PLATE BETWEEN TRUSS A D y slTEPPED BEAM IF NOT TO SCALE FINISH GRADE 6 CV T TYP. 1 OFBC PER T TOTAL - COMPOSITE. DEPTH ACTUAL LINTEL PLACEMENT & ROUGH OPENING SIZES WILL BE DETERMINED BY CONTRACTOR AND BLOCK MASONS PRE-ENGINEERED ROOF WIRE LATH & TRUSS PAINTED STUCCO CONNECTOR TO TRUSS PER CEILING PLANS METAL DRIP ON 2X4 DOUBLE TOP PLATE ALUM. FASCIA OVER 2 X 6 PAINTED STUCCO FINISH OVER SUB -FASCIA WIRE LATH AND TWO LAYERS OF WATER RESISTIVE BARRIERS TOP OF KNEE WALL j� 2X4 STUDS @ 16" O.C. SIMPSON SPH4 @ EACH TUD TOP AND BOTTOM W/ 5/8" PLYWOOD SHEATHING ' 10-10DXIJ" NAILS TO STUD OF BEAM ATTACHED TO FRAMING W/ _ +10'-0" 8D NAILS"AT @ 6O.C. 2X4 PLATE EDGES AND 6" O.C. IN FIELD TOP OF ROOF (2) #10x3}" WOOD SCREWS FRAMING EL. = VARIES MIN, 6 FROM CORNERS & o 12" O.C. x METAL ROOF ON 30# ROOFING FELT PROVIDE DBL. 2X4 BLOCKING BETWEEN OVER 5/8" COX PLYWOOD TRUSSES @ KNEE WALL BOTTOM PLATE - (SEE ENGINEERING SPECS. FOR NAILING) ATTACH 2X4 BLKG TO SIDE OF TRUSS W/ 16D ROOF TRUSS PER NAILS @ 6" O.C. STAGGERED AND BETWEEN TRUSS MFG. TRUSSES W/ SIMPSON LUS24-2 HANGERS CUPOLA FRAMING SECTION Lintel Type Designation Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD ALLOWABLE UPLIFT LOAD BEAM SPECS L-1 17'-4" 950 405 8F1617/113 L-2 4'-6" 6113 2707 8F161T/1B L-3 4'-0" 6113 3060 8F161T/1B L-4 5'-10" 4360 2080 8F161T/1B L-5 7'-6" 2661 1624 8F161T/1B L-6 T-6" 6113 3524 8F161T/1B L-7 T-4" 5365 2276 8F161T/1B L-8 7'-O" 2661 1624 8F161T/1B L-9 9'-4" 1843 1136 8F161T/1B L-12 7'-4" 2661 1624 8F161T/1B L-13 13'-4" 1075 607 8F161T/1B L-14 14'-0" 1002 560 817161T/113 L-15 13'-4" 1075 607 8F161T/1B co 8" CMU o r t ~ - 8 PRECASTOD LINTEL o 8" WIDTH FILLED SOLID TOP OF WALL UNLESS OTHERWISE NOTED //-ilk NOTE: TO SPAN OPENINGS IN PLACE OF BOND BEAM BLOCKS AS NOTED ON TYP WALL SECTION # OF REBAR IN BOTTOM SECTION -1B/2T \ < OF REBAR IN TOP SECTION �TAL iMPOSITE Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis Per ACI 318 and ACI 530. Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S PRE-ENGINEERED ING FELT TRUSS FOR NAILING) (2) 2x4 CRICKET SIMPSON SPH4 @ EACH STUD \ TOP AND BOTTOM W/10d x1-1/2" NAILS TO STUD 5/8"0 WEDGE ANCHOR W/1/8"x2" SQ. WASHER AT EACH STUD (4" EMBEDMENT) WIRE LATH AND PAINTED STUCCO CEILING 5/81FPLYWOOD SHEATHING ATTACH W/8d NAILS @ 6" O.C. (TYP) -2x4 @ 16" O.C. PAINTED STUCCO FINISH OVER WIRE LATH &TWO LAYERS OF WATER RESISTIVE BARRIERS 2x4 P.T FRONT PORCKNEEWALL SECTION 1/2"=V SCALE ,,��5 U M M I T DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIANJ. MASKOL FL PE # 66080 SCANNED BY ST LUCIE COUNTY H z z 0 0 U PF H a U +z w Q H w 0 z z w H Q N z 0 5 a DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 201 /7 -167 ,,s S U M M I T DESIGN & FORENSICS, INC. ELECTRICAL SYMBOLS e PUSH BUTTON SD/CO SMOKE DETECTOR 0 CARBON MONOXIDE TYPE 0 SMOKE DETECTOR SD 0 220/AC DISCONNECT PULL SWITCH CEILING LIGHT P. C. roCEILING LIGHT W/ EXHAUST FAN ® VAPOR PROOF RECESSED CAN LIGHT FIXTURE FLUORESCENT FIXTURE CEILING LIGHT FIXTURE WALL MOUNTED LIGHT 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 SINGLE POLE SWITCH THREE-WAY SWITCH DOOR CHIME DUPLEX RECEPTACLE & WPGFI WATER PROOF ( GF I ) RECEP. GZGROUND FAULT INTERRUPTER TV ® TV OUTLET PHONE® TELEPHONE OUTLET UFLOOD LIGHT RE-WIRE [l FAN/LITE PRE -WIRE ONLY OHD SERVICE BY FPL- (3)— # 3/0 THW IN 2' C #4 CU GROUND TIE TO BUILDING STEE CWP AND DRIVEN GROUND ROUND NOTE, USE ALL COF ELECTRICAL RISER NOT TO SCALE RESIDENTIAL LOAD CALCULATION SO FEET WATTS/SO. FT. GENERAL LTG 2810 3 8430.00 SMALL APPLIANCE 3000.00 LAUNDRY 1500.00 MICROWAVE 1200.00 FREEZER 500.00 DBL OVEN 8000.00 DISHWASHER 1200.00 DISPOSAL 600.00 WATER HEATER 4500.00 DRYER 5000,00 RANGE 8000.00 TOTAL OF OTHER LOAD 41970.00 FIRST 10 LW OF OTHER LOAD 10000.00 BALANCE OF OTHER LOAD @ 40% 12788.00 TOTAL OF OTHER LOAD 27772.00 HEAT (13,500 KW X 65%) 8775,00 TOTAL LOAD 31563.00 SERVICE SIZE 31563 VOLTAGE 240 (31,563/240 VOLTS) 132 AMPS USE 200 AMP SERVICE OR GREATER DIST. (3) 3/0, #4, 2' DIS LITES HE 725 SE PORTS AINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 2 8 5 - 0 5 7 2 BRIAN J. MASKOL FL PE It 66080 s :,iUANNEE3 Y S`i" LUCIE COUNTY H z z 0 0 H � P. F Z U ry1 W L F, y� Or W O c7 _z w w F � Q 0 N z 0 w x DATE DESIGNED GMW 08-25-17 DRAWN GMW 08-25-17 CHECKED JOB NO. 2017-167 E-1 Hp�'B I SEAT LINEN BATH 3 Imo_ 1C 118cfm U lOx6 56cfm 6"0 BATH 2 10' FLAT LG, INEN QII 9"0 71112x8 7'0 3cfm 16"0 BED1Of�M 2 10' F AT CLG. IN. Gas Fireplace 102cfm FAMILY ROOM 10' FLAT CLG. 12"0 � 9",C MAMI= 8x4 38cfm H w 0 o 0 1ox10 u 118cfm LAUNDRY RM. ATTIC ACCESS 22' X 54' PULL DOWN STAIRS GARAGE 10' FLAT CLG. CU-1 AHU NOOK 10' FLAT CLG. 8"0 KITCHEN 1Ox10 10' FLAT CLG. 168cfm 73cfm lox10 REF. DINING ROOM COFFIZRED CLG. CONDENSING UNIT SCHEDULE: MANUFACTURER MODEL NO. AMBIENT TEMP. TONNAGE I POWER M.C.A. M.O.C.P. WEIGHT I NOTL,S RHEEM RA1660AJlNA 90OF 5.0 208-230/1 58 60 247 16 SEER AIR HANDLING UNIT SCHEDULE: MANUFACTURER MODEL NO. NOM. CFM KW I POWER M.C.A. M.O.C.P. WEIGHT I NOTES RHEEM RH1T6024STANJA 1600 10 208-230/1 56 60 207 LIVING COFFERED FO YER 10' FLAT PORCH 12' -1' FLAT CLG. WIRE LATH & STUCCO CLG. 1 �FFICE 10' FLAT CLG. MECHANICAL NOTES 4X14 12x8 W. I. C. �,� >MA 8x4 Cd cu SET 1 !j\CIloci z w z_ J 10�0 uj 174cf 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 NTH 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 SUBSTAWL COMPLETION ON ALL PRODUCTS AND WORKMANSHIP PROVIDED FOR THIS PROJECT. MASTER BEDROOM TRAY CLG. 12x8 21cfm W. I. C. lOx6 84cfm M. BATH 10' FLAT CLG, 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. 1/40 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. n CONCRETE AC CONDENSER PAD ,,��5 U M Mi DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUC]E BLVD. SUITE 203 PORT SAINT LUCIE FL34984 (772) 2 8 5 - 0 5 7 2 BRIAN J. MASKOL FL PE # 66080 SCANNED DY ST LUCIE COUNTY H z z 0 0 F U a a z U a Q H � a a Q z z ZD a oN z 0 4 5 w a DATE DESIGNED GMW 08-25-17 DRAWN Gmw 08-25-17 CHECKED JOB NO. 2017-167 mm I AIR COOLED CONDENSING UNIT Di ',TAIL