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HomeMy WebLinkAboutBuilding Plans108'-4" , 20'-6 20'-0 12'-2 9'-0 46'-8 " 3 -3„ 17'-3" 4,_ 5'-1 „ T-4„ T-4/, 2,-7„ 9,_7„ -AllL-1T HB I L-1 IT F-� E F±11 IF±11--0 R. T-1„ 11'-8" 2'-61 27"x 24" 27"x 24" 27 x 24" 5,_7„ 8 o Fix. Glass Fix. Glass ix. Glass 0 '� 27"x 27" 27"x 27" -M 37"x 37" L-1 L-1 FL-] Fix. Glass Fix. Glass Fix. Glass 26 D o a a o a o o•• s h 4'-0" r 5'-0"' 4'-0" 22" 3'-5" ;M 27"x 24"' N 1 Flame Spread Index & Smoke Developed Index N _1 60 x 36"41 0 0--L_3 Fix. Glass N M 1 L-14 — — — — — — — — — — — � N Tub Unit io 11'-4" Wall Finishes: Not greater than 200 \ ��O l Cing. ti �, Master Bdrm. " 2680 2080 1 O �,� ti 0 �, Ceiling Finishes: Not greater than 200 11 -4 Cing. & 12 Coffer Open 27 x 24 ' Fix. Glass Climatic & Geographic Design Criteria 41 L_3 N b o (2) 26 20'-2'" I 17" 5'-0"" 14 2'-0"' 2'-11 " 2'-1-2 0 Cing. -,�, Weathering: Negligible Termite Area: Very Heavy z I s.h. ( I �,, o ❑ THB Egress I l Dressing ---- Mirror C•J G7 T I 2680 Temp. all w . I N n 42"`Tall w I I Open N ° Project Data Design Loads � 25 s.h. egress , . N Nitche c & 2053 s.h. on o0 �� Office each side with �,�, Project Name: Desai residence Roof Live Load: 20.0 p.s.f. L-14Cing. �0 4080 �� 20'"tall fixed Street Address: XXXX Floor Live Load: 40.0 p.s.f. 11-4 Cing. o ----------- 1 ,, N O ----- -4 -11 -0 ao 1 glass above I Wind Speed: 160 MPH 0 � City: Port St. Lucie 26 l 22 x 36 I '" County: St. Lucie Wind Importance Factor: 1.0 2,- g°-10„ 6,_5/, 2,-7„ s.h. 0 i Access 1 � o L-_--__--J I o NO 12 State: Florida Building Category: II L_4 o Wird Exposure: B HB Gas cook d L-19 -' Shelf BBQ Top I 0 ------� Internal Pressure Coefficent: 18 Scope of Work c.l _ _ __ 0 26$0 [� Arched ------------ Arched N ___ Structure Designed: Enclosed Exhaust Summer Header Header r Hood Above Kitchen — — — — — _ _ — — — — — __ ___ ___ Soil bearing capacity: 2000 p.s.f. L_5 ^"- •, L_6 o New one level CBS single I) vent thru „ nl roof 4'-6 4'-2 3 -8 4 -2 6 -0 4 -2 N __________ p -- --- - "' family residence 3 -8 y 9,_7�� 8,_8„ Display Nitche Nitche 13'-4"'Cing. 6080 Dr. & \ Sill at • Half Round Building Data and Mantel III Porch 5080 French & I 36"a.f.f.\— — — I N E. /� Fixed Glass I Area Tabulation i I o �• (2) 2680 Sidelites II I 13 -4 Cing. / 1 F. I above 13'-4"Cing. i I 4"step up `t Occupancy Type: Group R I �r I c I cv &Half Round Fix. from F.F.E. I from F.F.E. I I oo Living 3777 Construction Type: IN l Glass at Center 3'-3" 5'-1 '" I 10'-9 3 -3 5 -0 21 -8 I I „ // , „ „ oo Number of Stories: One / \ I I I = Garage 1110 16 1 7 5- 7 8 6 -6 4 -8 I L 7 00 1 I� i I \ 1 I �, Porch 329 Project Area: 5,324 s.f. I L-8 I l Him I N 3 -6" 5'-0" 2'-3" L�18 Living Room — — �I Entry 108 ( Coffer •• 18"'Deep Girder /, Truss. Frame out III I 13 -4 Cing. & 12 Coffer To at 15'-8" o tche - p-_----_ '- Totai 5324 Building Code to 8"wide i — N 20h4 L-17 — — - — — — — — — — — C7 O -- •• 25 s.h. with -- L-6 Cubic Volume: 44,201 c.f. vent thru N III roof ---------~ I 2020 Edition Florida Building Code: Residential _ — — — — 2053 s.h. on • ------ Q ------ - Arched O O O Q _ _ _ _ _ .t--_ 11 =4" each side with L-21 2017 National Electric Code NFPA 70 Dining „ �� Cing, I' 20 tall fixed - 2'-7 NOTE: Arch Headers to be /26 _ _ __ _ _ _ _ _ _ Header (� O cep II l I l I Hdr. at 1 V 4"Cing. & glass above �t a one point arch with no 1 1 i 14 III 48"Cook Butler's 10'-0 12 Coffer I caseing 1 1 I o 0 1 Nook Top & Exh. i Pantry i i II i 26 N o c 2064 Hood I I 1 1 Arched g'i -0 1 1 1 3I-9'" 7 _8„ T- I" L-9 14'-4" 14'-0" 14'-0" -„ l I , �) I L-14 M 0O00 �' s.h. 11 4 Cing. Arched) I s.h' N u- Header I I Header 11 d- I i ( o o U o c L-17 `° � __.. L-22 Ref. i i— �' L-10 37"x 27" L_10 37"x z7„ ------ — -� Fix. Glass Fix. Glass 1 Brn HEI „ • `N • ❑ I line ---- CI n. l] � 1 0 C] L7 o water = o line I Stairs to Attic with I I N N I a l 30"wide door into Storage 26 s.h. Frzr. N N I l co M the attic HB M 5,_8„ T-9„ T-0„ 5,-8„ 5,-6// 3, 8„ 1 I Ref. r-- --�- Wt 2 x 4 wal s co I I T Family Room I 2880 l vtr to Ing. I I , 26 11'-4„Cing. Pantry °° s.h. I I i �°0 1 a I Lnd. 1 l Frzr. I 1 c+s I r- 0 L-14Micro. 1 1 g. I I I M 1 Cln l 1 4- 26 O ing. 1 s.h. with l water 1 M O 1 2064 s.h. on r, ji�hen 26 s.h. _d_w Wall I i 1 faucet i 1 1 l each side with N �O I I Drip Dry I °Q I Garage 20'/tall fixed co -lOvenN M I i I - O0 Brooms' �O Above glass above -_ w 1 11'-4 Cing. �' I 0 I � N [] 00 Arched Header O from F.F.E. � /, ORS I I I 1 0 12 -4 Cing ti 1 � ,- from F.F.E. L-11 0i 4,_®„ 15 -2„ 3 -8„ 3,_8„ 8,_3,/ 5 -6„ 3,_8„ 1 _2„ T 4 -0„ 2 -2"" 5'-5 i 19" '-11 1 2' 16„ r co I 36'-0„ ;Y08s SC I i I M r N 6�0 I r l I I ❑ ❑ ?880 00 ,� 00 1 1 I Provide RI Batt insulation ' a' ``►� c0 a.h. �" N 4 curb N I I in Adj. Walls 1 � ❑ 0 \� � 26 Bdrm. 2 2880 C° i Bdrm. 4 i 1 s.h. 11'-4"Cing. 0 N 1 Bdrm. 3 0 11'-4"Cing. 5080 I 1 3 -0 1 „I 4 -5 1 bo I Ramp 11 I ~ 1� L-14 w� 6,_v„ 3,_3�� 3,_0 11,_4"Cing. �� �� Linen o I I 1 26 N �, Cab. ��O , FL--13 i 10080 Over ead i 10080 Overhead 10080 Overhead s.h. 13'-0„ CP T-10„ 2880 9'-0„ 13'-1 „ 5, ""2880 ❑ ❑ I ❑ .. .. L ❑ C� ❑ ❑ ❑ . ❑ ❑ ❑ L-14 13,-1, • � _ L-12 L-12 L-12 '-4" Walk In � � 11 Tub Unit Cling. ap I M -� 26 s.h. M I I 0 N O Egress 1 HB 27"x 27" o Fix. Glass N - L 1 0 1 L-16 - L 16 L-15 6o"x 24" Fix. Glass L-14 � F o I • ❑ • ❑ N • ❑ • ❑ • • • ❑ ❑ ❑ • ❑ • • • ❑ ❑ ❑ Eli • • ❑ • ❑ • • • ❑ ❑ ❑ 27"'x 27" Fix. Glass L-1 27"x 27" Fix. Glass 2864 Hg 2864 37% 24"' s.h. s•h• Fix. Glass Egress Egress L-23 Generator E M FPooie L a Equip. i 10, -9// 6, -7I/ 9_ 9 0�1 4'-11 9'-8// 4'-11 T-4 1_ 10 0// 20,/ 10, -0// 20,/ 10, -0// IJ 2, -0 0� v �� // 2 -6 9, -5// 7'-2 44 -0/, 4,-4„ 60 _0,/ U 1~ CL O 00 DO I- w Z LL w i I ^0 w 00 ® J 4-;R! lL r- r U z w � O w o a� 4-) U) > LLj LO C-4 O Co ,— r- (u 00 r. U®z -- LU CU 00 T tb T L (D V �y W 0 U m tU cn v > C/) I— a date revision 6/14/21 per revise truss layout drawn s.l. checked s.l. date 5/3/21 scale as noted f job number 20083 sheet A-1 C? Truss Brng. 13'-8- A�� Truss Bring. 0.00' Right Elevation scale: 1/4" = 1'-0- - ton ��p -1 Front Elewi n- scale: 1/4- -- 1'-0- V 0 01) CO drawn S.I. checked date 5/3/21 scale as noted job number 20083 sheet A-2 r� Left Elevation tl scar-; 1 /4" = V-01" Rear Elevation scale: 1/4- = 1'-0- U F N LU Z VSO g� U- SC-0 M) CO 111 ��• - ) 9e n p0 1 LL N 9 Q ` a W O 1 n a LO CU 1 - 00 LU '-' MOO a N e drawn S.I. checked S.I. date 5/3/21 scale as noted job number 20083 sheet 1 nR'-4" 20'-6" 201-0- 12'-2 91-0- 46f-8 T, 3'-3- 1 T-3 2'-9" - 3,-13" -2'-1"- T-O" - 4'-4" 3'-0- 1`10 4'- 10" 7,-4- 4'-3" 4'-9" T T T T T T T-4" 4'-4" 4'-4" 4'-0" [a La 1[']l F-1 1['11 1EI LE F------------------------- I F-11 I F-1 O 01011 'E' F-1 Cl'' IE 0 j F-1 J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 F--1 FF±-] 51-0 T-O" 1 1 -tr I C1 F-1 I j FIF11 zo -1 r 00----- L F-1 -4 - - - - - - - - - - - - -- I FEE " 12 dia. CBS column block, Grout Filled with 1 (2) #5 vert. rebar hook 30"x 30"x 18-pad into footing F-1 1 - - - - - - - - - - - - - - - - - - - - -- footing with (1) #5 6'-5" 2'-7" F-1 F1 i-1 FS F-5 -1 E-1 ;rebar Co.c. each F-4 way I Rll ClRI F-5 -J 40 4'-6" 2'-8 T-8- 2'-4" j F±1 I -M F-5 [ilk - - - -F-1 - - - cli G T-3 8 19'-7- 1 0 8'-8" F-E O -4" Slope F-5 1 I -4 slope 1 I Co IF-5 F- 1 I 8"Top of C14 T-3" 5'-1 101-9" T-3" 5`0" 1 T-6" 4'-8- Sidewalk 00 1 b T-O" -2'-0- 40 40 1 1 24-x 24"x 18-pad j ) C14 F-1 I I I I footing with (1) #5 .. I rebar 6-o.c. each F-1 I I way I F-5 [E F±1 b/ I CCIDJI E-1 F±1 32"x 32"x 18" pad footing with (1) #5 1 F-5 F-5 1.2'"1"1 2'-7" Foundation & Footing Plan rebar 6"o.c. each C D way CD "" 12x 12"x 2.5Recess for I C) 1 scale: 1/4- 1'-0- Cq Steel Column Base T 1 F-1 0 0 20'-2" 4'-6" 8'-0" 3'-10- 5'- 1 5'-1 3'-1 0" 5'-1 T-O" F-5 -J 24-x 24"x 18"pad T footing with (1) #5 11 E rebar 6"o.c. each L F-1 F-1 -J L way - - - - -- ---- C14 - - - - - - - - - - - - - - - - - - - - - 000, - - - - - - - - - - - - - - - - - - - - - F-1 CD 1 3'- 10 :1 12'-7- 54-x 54"x 18"pad - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .18" footing with (1) #5 - - - - - - - F-3 rebar 6"o.c. each 1 F-3 bo Rl l way C> C) F-1 I I Cq 00 C)cV 1I 4" =0# FIBERMIX CONC. F-3 OVER.006 VAPOR BARRIER ON CLEAN, COMPACTED, F-L2 00 TERMITE TREATED FILL to 4'-0" 1 5,-4" 17'-0" 4'-5" 1 36'-13" I 8 C%J in -0-ASSUMED F.F.E. 0.00' 71 F-3 i F-1 -4O " r- - - Co Ramp F-4 L - - - - - - - - - F-31 CD C) a D I t r j I bo I I C14 0 bo 0 nFR1 �E -Tr-2F- - - - - - - - -- - - - - - - - - - - - - F 2 - - - - - - - - F 2 - - - - ----------I 2 C) F-1 No Curb FRI Co Kil a] gy 7WE I I • NEW 4-2500# F-1 Conc. Pad Slope for r- 14- Garage Dr. C) Typ. (3) places II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — in FRI [-Rl F-1 FR E. RM-1 FRFR 5-11 FR F-1 I -fill 0FRI IRRI 1-21 F±1 1 1 4"2500# 4-2500# 4-2500# 4"2500# 4-2500# conc. pad conc.pad Conc. Pad Gonc. Pad Conc. Pad 11 1 - 1 T-1 0 T-1 0 T-O" 3'-5" T-4" A T-8" T-4" 16 T-1 0" L I I I I 1 5'- -:�t 4'-4" 8L:_ 2' -11" 4'-0" 101-0" 120" 4 101-0" 120- 1 10'-0" j2'-0t` 4'-U J-U 4' 1 -11 " 60'-0" 44'-0" 4'-4 -it- C/) L) tU C 0 _J U) as bb Cn CU C/) 0 0- date revision 6/14/21 per revs, truss lave drawn S.l. checked S.I. date 5/3/21 scale as noted job number 20083 sheet A-4 lum FLAT CONCRETE TILE ROOFING ON PEEL & STICK UNDERLAYMENT ON 30# FELT FATENED OVER 5/8" C.D.X. PLYWOOD USE METAL CHANNEL AT ALL HIPS & RIDGES SEE CONNECTOR SCHEDULE---\ PRE ENG. WD. TRUSSES 24-c.c. GALV. DRIP EDGE ON I x2P.T.ON2x8 WOOD FASCIA —, STUCCO SOFFIT WITH 8" x 16- SCREEN VENTS 8'-0"o.c. AT ENTRY, GARAGE, REAR PORCH LEVEL RETURNS J BY TRUSS MFG. PROVIDE -CASTCRETE- PRECAST LINTELS ABOVE ALL OPENINGS TWO COAT STUCCO FINISH OVER CBS GRADE 'C41 Stair Deta il- scale: 1/2" = 1 1-0- RMIWAIL0121 1/2- D.W. (2) COURSE BOND BEAM WITH (1) #5 REBAR FILLED WITH GROUT EACH COURSE 8 x 16 x 8 C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS I x 2 P.T. FURRING 24-o.c. 3/4" INSULATION BRD. ON C.B.S. AND 1 x 2 FURRING 24-o.c. (R5.0) 1/2" GYP. D.W. I x 4 P.T_ FIRESTOP k Nt F®1 4- 3000# FIBERMIX CONC. OVER.006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL cal Wall Section iZ 0 00 LU Z M'Tr CY) --! LL Lr) C.0 bD • LLJ cc 1 L- Lr) 00 C) 4-; LL C4 UJ 0 C) cn LU Lo C) > (1) 4-) U) 4 0 LU 0 W C/) WE" drawn S.1. checked S.I. date 5/3/21 scale as noted job number 20083 sheet A ZEJ2 ZEJSC ZEJSC ZEJSC ZEJ2 Z�JSa co Ir- /;/./ ./././ ./•/,/ ./•/./ •/./•/ ./•/./ /./.10 oe ... ... ... ... . . ... ... ... ... 1 3 5U m � Q ,9 M E N_ c � w ao r., r � r` I, - s - 1`� co �1 c- U m co co Ent `` O O O �. O O O O O 0 �..,.h m co CIO (�1 co cocoCCD m t�'.d CO "' r N N m ka scale: 1 /4- - 1'-0- 2 x 4 bottom morn bracine w AInrn C% LB# 1I r Allowable Uplift: 1810 lbs. TRUSS C04: Applied Uplift: 1189 lbs. Allowable Gravity: 5085 lbs. Applied Gravity: 3233 lbs. HU410 Hanger with (18) 1 /4-x 2 3/4" Titen screws to CBS & (10) 10d to truss. Shim truss in bucket with 2 x 4 p.t. vertical fasten with 10d 6"o.c. Allowable Uplift: 1085 lbs. TRUSS C10: Applied Uplift: 720 lbs. Allowable Gravity: 3950 lbs. Applied Gravity: 2041 lbs. HU46 Hanger with (12) 1 /4-x 2 3/4- Titen screws to CBS & (10) 10d to truss. Shim truss in bucket with 2 x 4 p.t. vertical fasten with 10d 6"o.c. Connector Schedule Truss Bearing Truss Connector Qnty' Connector Fasteners Point Uplift ID Uplift (1) 5/8"ATR drilled & epoxy 28 3100 MGT 1 3965 into bond beam with 12"•min. embed. and (22) 10d to truss CO1G 3 Ply 15 408 HETA20 1 1810 (9) 10d x 1 1/2" 19 6217 See Steel Column Detail (1) 5/8"ATR drilled & epoxy 24 2548 MGT 1 3965 into bond beam with 12"min. C12G embed. and (22) 10d to truss 3 Ply 13 2030 HETA20 2 2500 02) 16d All other trusses ALL <1000 MTS18 1 1000# (14) 10d x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1 /2" to CBS Supporting (4) 10d Valley Framing <250# VTCR 1 370# Valley (3) 10d x 1 1/2" Trusses Truss Truss Bearing Point Locations are numbered per the Truss Profile Sheets Provided by the Truss Manufacturer. C,7onnector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers spec's. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. A.T.R. = All Treaded Rod Drill and Epoxy Set all A.T.R. Us- -ether "Hilti- C-100 or Simpson Epoxy Tie Epoxy Missed Tie Down Strap Note In the event the Tie Down Strap has been omitted from the Layout location, install one HTSM20 strap at the proper location. Fasten with (4) 1/4" x 2 1/4- Hex Head Titen screw to C.B.S. and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs. N N N J1 J3 J5 CJ1 EJ3 EJ3 EJ3 CJ1 EJ7 CJ5 CJ3 CJ1 ^w C1 C14 d1 �.. U— CD (D CG UJ i tt) 00 ;err i, �3 tee. W } h Bp r t r e,. { assxv,g ( � > a 0 W M.. `6 drawn s.l. checked S.I. date 5/3/21 scale as noted job number 20083 sheet A 0 TYP. PERIMETER 8- T BOND BEAM TRUSS BEARING 18'-2" (1) #5 VERT. REBAR IN GROUT FILLED CELL AT /— CENTER OF ENTRY DRS. • PRE CAST CONC. LIN' GROUT FILLED WITH - (1) #5 REBAR TYP. AT INTERMEDIATE BEAM 8" x 16" CONC. BLOCK EXTERIOR WALL BEYOP SEE FLOOR PLAN FOR VERT. STEEL REQMNT'% Foyer Ceiling Hght.IT-4- ........... i�lll !W60, I W 12'-0- CIO OL 81-0 NNW OPENING rims 4' 3 L\3 T.O.B. I3'-4- 111 AL 14� M Arlixem F-1 7F-2 F-5 18 x 16 mono. footing 18" x 16" mono. footing with (2) #5 rebar cont. I 1 with (2) #5 rebar cont. and curb 18- x 16" mono. footing with (2) #5 rebar cont. 8" 4" to 6" E 16- 4" 4" 18" 16" L 8" 18" 18" MOMOO. FOOTING CURB FOOTING INTERIOR STEP FOOTING LEDGE AT GARAGE F-3 F-4 1 1 8" x 8" mono. footing Recess 1 1/2-or 4" at Shower with (1) #5 rebar cont. 8" see plan F 4' 4 " 4" 4""16" 8" 18" TYP. SHOWER THICKENED EDGE RECESS soffit area - 183.3 If. x 1.5 = 275 s.f. Venting Provided: 8 x 16 soffit vent: 85 sq. in. each vent 18 Vents along overhang = 1530 sq. in. 1530 sq. in, f 144 - 10.6 s.f. Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1 " coverage Concrete shall have at minimum compressive strength of not less than 3.000 p.s.i. All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3- in footings and 1 1/2- in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30- for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8- per foot for drainage No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 66 Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. In the event vertical steel has been omitted from the down pour locations, drill 5- into concrete (no closer than 3 3/4- from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part epoxy to anchor the #5 rebar in place. Use either "Hilti C-1 00" or Simpson Epoxy -Tie. 6 :3 0 to w C114 co L_ ui z M41 co _j LL Lo Q0 III W LU - C.0 (D . LD U-) 00 C) _J 4i U_ 04 C z 0- LU > 0 _J C/) W U-) > O C> +J W 00 drawn S.I. checked date 5/3/21 Scale as noted job number 20083 sheet A-7 Ceramic Tile Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gypsum Board & Gypsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C1002 andshall penetrate thewood not less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (1 mm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (1 mm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513, Screws for attaching gypsum board or gypsum panel products to structural insulated panles shall penetrate the wood structural panle facing not less than 7/16"o.c. 01.1 mm). Gypsum board used as the base orbacker for adhesive application of ceramic the or other required nonabsorbent finish material shall conform to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity, Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 1 /4- (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2- (51 mm) nominal thickness in th least dimension except that wood furring strips not less than 1 " by 2" (25mm x 51 mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) Wire Lath Attachment Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. Lath shall be attached horizontal framing members with 1.5" roofing nails and to vertical wood framing members with 6d common nails or 1- roofing nails driven to penetration of not less then 3/4" of an inch, or 1 " wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4-. Fasteners shall be 7" o.c. max. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8- high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearing walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #3 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4`" DIA. TAPCONS INTO C.S.S. SET AT 6" FROM CORNERS AND AT 12"`o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1 /2" corner bars at beam (outside only) (2) corner bars at footing (min.; — All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of I" concrete cover, or as follows: BOTTOM TOP SIDES Beams: 1 1 /2" 1 1 /2" 1 1 /2" Slab on Grade: 1 1 /2" 1 „ _ Structural Poured: 3/4" 3/4" Poured Walls: _ _ 3/4" Slabs exposed to the weather 3/4„ 1 „ Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material, All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule.. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1 / 360 max, deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. vent. dowel lapped with wall reinforcing, all laps 301 (min.) in grout filled cell �I f) I all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail Nailing Pattern Zone 1: 8d at 6"o.c, field & 4"o.c. edges Zone 2R & 2E: 8d at 4"o.c. edges & field Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter:.113 Min. Length: 2"` Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6`"o.c, at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4`"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field 111M :10 1:4 Ink?, =d 0 0061901 11 Wma 4011 Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and end laps, fasten with corrosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. ` 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & (1) #5 VERT. �... DOWEL J J Q X uJ ..... P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. DOOR SIDES d j I 1 /2" x 6" REDHEADS WITH MIN. CLz 2" x 1/8-WASHER 12" FROM ENDS 0 I I AND 16"o.c. MAX. sr I I o I DOOR HEAD 0 0 1/4" x 2 3/4" TAPCONS STAGGERED 24o.c. 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 a V c O '1O 1 ° � CDmi ° : :f 3: 6 ,G a . owE co o .0 o@-0n COE= I a 00 1- CBS r Min. 1 1/4"" embedment a at windows and min. 1 1/2" embedment at a ° ° sl. gl. doors ° r 1 /2" drywall stucco finish y I perimeter caulk \- 1 /4"" max. struct. shim Attach p.t. bucks with 8d coil nails at caulk 12"o.c. \—attach as per Typ. Alum. window manufacturers jamb or sliding glass product approvals door jamb NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Method Alum, window frame 3/8" continuous bead of caulk (back bedding) behind shim to prevent liquid passage 1 /4" struct. shi Set flange In CtSnt'"uvias \ bead of caulk across the entire face of buck perimeter caulk stucco finish corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill r Protecto LWM200 precast Coating on Outside face cone. sill and Janbs of Openings all Sides min. 8' Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Precast Conc. Sill Detail Coat Bucks with Protecto LWM200 Waterproofing after they have been installed and Chaulked �'n® I inicl Crhnr-�� �l® 2 x 8 p.t. plate anchored above with 1 /4" x 3 1 /4" Tapcon screws at 12"c.c. and 6" at ends. and on sides with (4) 1 /4" x 3 1 /4" Tapcon screws. 1 /2" c.d.x. plywood on -ach side and bottom nail as per struct. notes welded 10 x 10" steel base plate N co Bottom Cord of Truss - 11 '-4„ 2 x 4 top plate0 00 W cy, qzt (� V co C� J --, LL 'd ® U) W i u? 00 n 1 /2" gyp. d.w. li r �_ r, I ® N .,. U 2 x 4 studs 24"o.c. Z 0- No. 3 Stud Grade W (D Q +� U.) I W O 2 x 4 p.t. sill plate > F-wood base Cased Hard Coil Nails 12"o.c. max.. Concrete Foundation fasten at Girder with (2) 5/8" thru with washer at. otal hgth. ication x 3.5- x 5/16" column fasten to cone. foundation with (4) 5/8" wedge bolts 8" min. embed, Steel Column Detail AT BRNG. POINT 19 ON C01 G GIRDER I•- > co LO W ' i N 0 T CD 0000 U C) ` N ® L cu 00 T 4: • • 4 1 , drawn s.l. checked s.l. date 5/3/21 scale as noted job number 20083 sheet a a 2"" v.t.r. to septic system 3" Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1 /4" per foot minimum. All sanitary lines above 2" shall have a slope of 1 /8" per foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. 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 wails 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. #5 rebar at top a (1) req'd. m _ at bottom #5 rebar � t bottt omm of lirta4 777, cavity a F'= filled grout c'A \ � nominal t� CMIi� � .E gre�t F 16-1 B/ 1 einforced C-tcrete lintel ebaarr at #5 rebar at bottom minal rof #5 top of lino ntel cavity heie,h a" Nominal Lintel Type Designation 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 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS, L-1 3'-8"" 11809 1204 6627 325 8F40-1B/1T L-2 4'-6" 11809 1180 _::: 5861 226 8F40-1B/1T L-3 T-8" 6113 281 3079 80 8F16-1B/1T L-4 8'-6"" 1843 1150 1133 315 8F16-1B/1T L-5 ° 7'-0" 13528 � 363 5350 145 12F72-2B/2T L-6 3'-6- 14438 144 11643 61 12F72-1B/1T L-7 6'-0- 14438 153 6158 46 12F72-1 B,/1 T L-8 7'-8"" 6390 644 2494 I 116 8F72-1 B/1 T L-9 8'-6" 4705 1116 2152 216 8F28-1B/1T L-10 4'-6"" 10294 962 5077 201 8F28-1B/1T L-11 8'-6"" 4705 148 2152 52 8F28-1 B/1 T L-12 11'-4" 4006 801 1749 194 8F48-1B/1T L-13 4'-8"" 9311 758 4594 361 8RF46-1B/1T L-14 4'-6"" 10294 161 5077 61 8F28-1 B/1 T L-15 6'-4" 3480 1060 1880 166 81716-1 B/2T L-16 4'-0- 11809 885 6627 170 8F40-1B/1T L-17 T-0" 11809 2428 7636 419 8F64-1 B/1 T L-18 12'-0" 1684 1473 936 273 8F20-1B/1T L-19 4'-4" 10893 400 1 6183 150 8RF62-1B/IT L-20 7'-4"" 6472 227 3508 62 8F40-1 B/1 T L-21 2'-9- 14483 313 11643 126 12F72-2B/2T L-22 4'-4"" 11809 400 5861 1 150 8F62-1B/1T L-23 4'-6" 6113 669 2724 76 8F16-1B/1T Min. Beam depths shown, beams may be increased without comment At Lintels over 24"" deep provide (1) #3 vertical rebar at 24""o.c. along length of lintel PRO UCT APPROVAL Approval Product Model Number Manufacturer Mass Attachment Method Building Rated Product Rated Number I Type Design Pressures Design Pressures Head & Sill: 6"max. from corners & 12""o.c. Jambs: 6-max. FL# 15699.1 I S.H. Windows 3100 SN C.W.S. Impact from corners & 19""o.c. max. & 4-and 8"�on each side of the meeting rail. Use 3/16" Tapcon with 1 1 /2"" embedment +38.7 -50.5 +/- 70.0 into GFCMU. Head & Sill: 6-max. from corners & 10""o.c. Jambs: 6-max. FL# 15810.1 Picture Window 3150 PW C.W.S. Impact from corners & 12"o.c. max. +38.7 -50.5 +/- 80.0 Use 3/16" Tapcon with 1 1/2"' embedment into GFCMU. FL# 5777.6 Mullion 1952-CWS C.W.S. NA (4) 1/4-Tapcon with 1 1 / 2"min. embedment to masonry +387 -50 5 +/- 63.7 at each clip. Double I 6" from corners & 14.25"o.c. at Jambs. Head and Sill 3" and FL#: 17184.2 Swing Doors Fiberglass Plastpro I Impact 7" from center & 6"from corners. Use 1 /4" Tapcon with 1 1 /4" +38.7 -42.1 +/- 45.0 embedment into GFCMU. FL#: 17184.1 Swing Doors Fiberglass Plastpro Impact 6" from corners & 14.5"o.c. at Jambs. Head: 6-from corners Use 1 /4"" Tapcon with 1 1 /4" embedment into GFCMU. +38.7 -42.1 + - / 50.0 FL#: i 5371.2 Garage Doors Hurricane Master DAB Door Company N.A. Flag Bracket Angle (3) total 5/16�" x 1 5/8" lag screws. (7) total +20.4 -22.7 +36.0 -44.0 824i 811 Bracket T-O" height (1) 5/16" x 1 5/8- lag screws per bracket. FL#: 7849.4 Roofing Flat (Bermuda) Boral Tile Adhesive Set -45.0 -102.3 FL#: 5259.1 Underlayment Polystick TU Plus Polyglass USA Direct bond to deck -45.0 -135.0 V Q_ N 00 L W Z � CO _j Ll. Lo � bb •LU CD v_ co LL n ai Uj �y O J U) W Lo O 1 1' • v LD ® .� Z drawn S.I. checked s.l. date 5/3/21 scale as noted job number 20083 sheet I. t.11.e NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFOI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS wp I- — gfi OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS = IN FIELD WITH CONTRACTOR gfi Flood _ Septic Light _ wp Hook Up gfi �/ �/ gfi =g »\ (} } Master l3drm. I �� --_-_- _� - Note: All Flood Lights I , I _ / �''� (^} to include a Motion 3W33w3W — •/ Sensor To Under ` To Under �� Flood o — Cab. Lights) Cab. Lights \i 'thy Light wp I e n D —i I ' I ' Fan & Light _ Dressing --- gfi ^} / ^ \ gfi (^ +40- +40„ SD ^} a.f.f. Desk a.f.f. vp ELECTRICAL RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS { } SURFACE MOUNTED LIGHT FIXTURE < °' --� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE —_= OVER CABINET FLUORESCENT FIXTURE i L J RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT �^ G��� \\��� �@� f\ CARBON MONOXIDE i '"�E7` "/mac' /// ® EXHAUST FAN OUTLET ON TIMER `-/ $SMOKE DETECTOR O� -`} MOTION SENSOR ,2 gtalVOnd. oN swlTCH6111, to F.P.L. Service THERMOSTAT - �.^� 6% r $ DUPLEX OUTLET - SWITCHED DOOR CHIMES t� =19r DUPLEX OUTLET SD SMOKE DETECTOR 220 V OUTLET -yI SWITCH -}+ TELEVISION THREE WAY SWITCH TELEPHONE 3W DIMMER SWITCH PUSH BUTTON 0 Note: Provide Solar Powered wp Lights along each side of the 3W ^} -�y;- _ .- j I gfi length of the driveway pc in ' /1 ( i Fan & Light (\ attic v To Motion Sensor wp } Gas 3W ^^ > for (3) lights on front gfi wp wp wpCOOk ` 9fi BBQ gfi gfi Top 3W ----- set over mantel _—_ porch BIN +40 Desk +40" Exhaust wp — - - - - - - -- a.f.f. a.f.f. TF Hood Abovei - — — — — — — — — 3W , -- To Post II �----_---- -1 0 Lights door wp bellon I _ __- - To Garage II I I To all flood \ / II Porch I I lights I I _ II I Living Room I I II I I L — --� - -- wp II f/ L------------------\ II 3w 9fi ° - gfi gfiI I I (, `� I — — — � � Cab net — — — — — — — — / 1 I I II NookI I Dining/ I I 1 wp / ( (^ } To under counter ,Np i lights I T } ( } gfiTo above counter wp D lights , —J 9fi 3W \ \ I d I 1 ---- I I ID Ii g fi D To Light at Frzr. +42 +42" top of stair Pantry ( / gfi Floor Floor Ref. Mount Mount � (^} Prayer r -- ----- --- / Room / Above (^ } I CabinEtI I gfi I .�. Lnd. 0 O Kitchen �; � 9 Q l T I Frzr. Audio Audio I I 1 Spkr. Spkr. ^ U / sI lgfi r Family Room gfi d I dw ,,p Wall Above r-- — -i -- Oven Cabinet I lgfi o gfi ---- 3W 3W—�_ 3W Flood a.f© �(� ` / 4 ✓ f. Light 4- R db +66„ Wp a.f.f. gfi /( f f r Fan & Light Bdrm. 2 I .... — ` __ u a.h. To Under `Valk In Cab. Lights Tub Unit �s LU gfi Tub Puml: !SD // +66""a.f.f. II X 6! 1 Fan & Light Bdrm. 3 I gfi rr n + SD +66", a.f.f. ! T I I � i Fan & Light Bdrm. 4 ....... ...... ViSC. DISC. wp J Box wp wp wp gfi Future � 9fi Pool�'4W Generator Irrigation Equip. Electrical Plan Pump scale: 1/4" = 1'-0" Meter gfi Ramp Electric Panel -Ali Electric Panel 3W 300 Amp Meter Panel with Main Discs. -A" Panel „B„ 2-PVC cond. 200A M 200A = A (2) 2 /0 CU. 24 (1) #1 CU. 42 Circuit 100A = B (1) #6 CU. Circuits 1 "PVC cond. 100 A (2) #4 CU. Panel (1) #6 CU. with Main (1) #8 CU. Disc. Electrical Riser Diagram U.F.F.E.R. Ground Rod Electrical Load Calculations 3777 Living S.F. at 3 VA 11331 watts One 20 Amp Appliance Ckts. 1500 watts Two Laundry Cir. 4 1500 watts 3000 watts One Dishwasher & Two Disposal C 1500 watts each 4500 watts One Microwave @ 2000 watts 2000 watts One Wall Oven 6000 watts One Cook Top 6000 watts One Dryer @ 5 kw 5000 watts One Ref. @ 1500 watts 6000 watts Three Baths @ 1500 watts each 6000 watts Two Exhaust Hoods 1500 watts Water Heater 8500 watts Future Pool Equipment 3000 watts Total 64,331 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 21,732 watts Total 31,732 watts Two AC Heat at 1001/c 20,000 watts Coach Lts. ',--ZSmoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of constrLlction. Electrical contractor to recalculate electrical schedule if loads are to be modified Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. All conductors to be copper; all insulation to be THHN. Conduit as follows: PVC below ground, Rigid from underground to service box for exterior lights on building; AC, MC, or EMT conduit elsewhere. 5. Ensure min. 36" clear between equipment and disconnects, Typical. wp wp gfi gfi gfi gfi db Total 51,732 watts 51,732 W / 240 V = 215.6 Amps Use 300A Service I I ( } Fan & Light ( } ATTIC SPACE Garage I r gfi gfi gfi GDO GDO GDO gfi wp gfi gfi 220V3Q Car 30 Charger wp gfi _ � e Flood Light Flood Light To switch at Foyer V o `V 00 L. LLI Z ~ LL Lo %O a LU C!i ® a) 00 ® -ILL r�- CZ Z EL 0 - {l3 In ^, 1V LU O M VJ � a� O v cn M ®_ drawn s.l. checked s. i. date 5/3/21 scale as noted job number 20083 sheet A-1 Q .i. 0 LL x w VT 1 1 1 • CO co o I0 U) N CO 00 U) E 0 00 o� �LO . ,® C LO > o> r-- • a