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HomeMy WebLinkAbout610 W 9 St (16 unit apt bldg) (a)SCALE: 1/8"= 1'-0" SLAB SLOPES AT - 1/8" PER FT. AWAY FROM HOUSE d • • d • • d e e D n CO v a a 41 a D14 D ' 4" CONC. SLAB W/— FIBERMESH OR 6x6 WWM OVER 6M VISQ #5 REBAR CONT. THICKENED EDGE 112" P.T: BASE TRI 112" P.T. BASE TRIM \//\ / j 4" MONO CONIC. SLAB @ 3000 psi REINF. W' 6x6x10 W.W. MESH ON 20"x16" CONIC. BEARING 20" VAPOR BARRIER ON CLEAN, FOOTING W/3 #5 REBAR COMPACTED, TERMITE TREATED FILL (TYP). Note: FIBER MESH ADDITIVE MAY BE SUBSTITUTED FOR 6x6 W.W. MESH. INTERIOR BFOOTING I STORY) SCALE: N.T.S. FINISHED FLOOR ON 4" THICK CONC. SLAB REINF. Wf 6X6 #10 W.W. MESH. NOTE: FIBER MESH ADDITIVE MAY BE SUBSTITUTED FOR W.W. MESH--\ �- .6mm VAPOR, / \/ TERM ITE TREATEDCLE,\�\\X\\ FILL COMPACTED\ \\\/\\///\X 518" CEMENTITIOUS FINISH ON 8x8x16 CONC. BLOCK (SEE ELEVS) r #5 BAR DOWEL FROM FTG TO TIE BM W/25" OVERLAPS WI MILL 10" BEND IN FTG. _ z GRADE VARIES LLI j � j CONIC. J 3 #5 REBARSCONT. ,% �i\\ \ MONOLITHIC SLz-kt5 1 STORY REVIEWED FOR COD OMPLIANCE PLAN EXAMINER 7_ -r- % Z DATE SANFORO . PE'rRNPlT ISSUED SHALL SF CONSTRUED TO ESE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORI' T) Viol-rA-E, CANCEL, AL LR OR SET ASIDE ANYDP THE PROVISIONS OF THE 1 E -H- NlCAL CODES, i:OR SHALL ISSUANCE OF A PERMIT PREVENT THE PLIi_Lj;PdC OFFICIAL FROM THEREAFTER r,-,0U1R1N lG :µ. CORRECTION OF ERRORS IN PLANS, CONS i RUCTION OR VIOLATIONS OF THIS CODE FINISHED FLOOR ON 4" THICK CONC. SLAB REINF. Wf 6X6 #10 W.W. MESH. NOTE: FIBER MESH ADDITIVE MAY BE SUBSTITUTED FOR W.W. MESE I z // %61TIm ifl `BARRIER'\/ `- ��\ice\\ice\\ice\\ice\\ice\\ice\\ice\\/ , 20" x 16" CONIC. FTG. 1 3 #5 REBARS CONT. ''/, TERMITE TREATED, - CLEAN, COMPACTED FILL C -5/8" CEMENTITIOUS FINISH ON 8x8x16 CONC. BLOCK (SEE ELEVS) -#5 BAR DOWEL FROM FTG TO TIE BM W/ 25" OVERLAPS W/ MIN. 10" BEND IN FTG. SLOPE SLAB TOWARDS FRONT & REAR ENTRY OF CORRIDOR 4" MONO CONC. SLAB @ 3000 psi REINF. W16x6x10 W.W. MESH ON VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL (TYP). Note: FIBER MESH ADDITIVE MAY BE SUBSTITUTED FOR 6x6 W.W. MESH. THICKENED SLAB @CORRIDOR 5 A NOTE 1. ENTIRE FOUNDATION IS TO BE A 4" CONC. SLAB REINF. W/ 6x6 10/10 W.W. MESH ON 6mm VAPOR BARRIER, ON CLEAN, COMPACTED, TERMITE TREATED FILL (TYP) ON SOIL RATED FOR 2500 LBS PSI. 2. FIBER MESH ADDITIVE MAY BE SUBSTITUTED FOR 6x6 10110 W.W. MESH. 3. FINISHED FLOOR IS TO BE 12" ABOVE FINISHED GRADE. 4. ALL CORRIDORS ARE AT 2" BELOW FINISHED FLOOR AND ARE TO SLOPE TO 4" BELOW FINISHED FLOOR AT ENTRY OF CORRIDOR. 5. THE FRONT ENTRY SLAB IS @ 4" BELOW THE MAIN HOUSE FINISHED FLOOR. Z LLI O �J 0 Lu Z J LU UQ W W Z} 0 LLI z Z w W M Q~� �YQa V>fn wJz ¢FnW�> �rn JO w� W U U y J p ?- x0� -'❑ QF. 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Z LLI O �J e -- R O vJ O r 0 LLI z O (D U Z _® LL CN Q w a 00 I0 5 CD L: Go 4— Cl) CO m LLJ .i N E WZ Lu CD U) V ) a_ cron a UN� F- Z �_ �'"�� L0i w LLI O r N CY U) vl O� cf) LL a O f�uJ .. o 0) LU ILLI Z rn w Lu w Lu 1 E co CnLL� LLI � LL �LL-UL1�1 3 � O coCO K U O N — FO� F Lj— J x V LL 0 0 Q F o p a C,4 � Z ti LLI O LLI Cn 0 m aci cp c Cn pN O Ll LLJ Co L 1- LL L Q � IZ W � U U) vJ O r �L z O CD _® LL CN M I0 rr^� v! L: N 4— m E U) V ) l(? a 4-a Z i o U) � O r �L z O CD _® LL CN M I0 U) N 4— U) V ) l(? 4-a i i6 N vl O f�uJ 0) c a CV 1 C/3 LL >+ U FO� F Lj— J x V t - o a ti U�� N Ll -6c6 co `O 1100E a: r U � IZ W � U C6 ED om0 V/0 o, LL CL CL o ai cin CID `O I- U n i..V U C6 Z Q} Qo -...o o 0o a. o z�C C T I zIL o Ica uu') U � r � O CD CN I0 N l(? 4-' N 2 a CV 1 C/3 LL c {� t - AREA FABULATION N.T.S. AREAS SQ.FT. # of AREAS j TOTAL SQ.FT. END UNITS INNER UNITS 787 sq.ft. 777 sq.ft. 4 12 3,148 sq.ft. 9,324 sq.ft. TOTAL UNDER AIR GROUT 0 m 12,472 sq.ft. ENTRY CORRIDORS 395 sq.ft. 4 1,580 sq.ft TOTAL UNDER ROOF i (VAR ES)D 8RU6 14,052 sq.ft. FLOOR PLAN NOTES (1) ALL DOOR AND WINDOW CALCULATIONS ARE AS PER ASCE 7-10. (2) WIND SPEED, EXPOSURE TYPE, PRESSURE COEFFICIENT AT ALL OPENINGS (R301.2.1.2, R301.2.1.5) (3) ALL DOORS AND WINDOWS MEET R-40 WINDLOAD REQUIREMENTS I GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5 112" long notches at the ends to accomodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. I MATERI 1, L5 1. f precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. f grout = 3000 psi w/ maximum 318" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. ISAEE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled intels must be reduced by 20% if bearing length is less than 6 1/2". Safe oads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing additional ein forced mason above the re P 9 masonry precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment shear at d -away from the face of support. 8. For composite osite lintel heights not shown, n use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. TYP. LINTEL DETAIL N.T.S. 95 REBAR AT TOP L-1 4 T-4" MIN. (1) REQ'D j 1-112" CLEAR ¢ C.M.U. UPLIFT GROUT 0 m #5 REBAR 9 BOTTOM OF LINTEL WHY m BOTTOM REINF. BRF70-1T • IN LINTEL BRF18-17 BRF22-1T (VAR ES)D 8RU6 7 518 -ACTUAL BRFr,ZT SRF10-ZT SRF14.2T 8RF18-2T 8RF22.ZT BRF26-2r 8RF3N2T 8" NOMINAL WIDTH LINTEL TYPE DESIGNATION F = FILLED WITH GROUT WIDTH FU = UNF{LLED QUANTITY OF OF LINTEL F#5 REBAR AT TOP 8F16-1 B/1 T NOMINAL HEIGHT QUANTITY OF #k5 OF LINTEL OFLINTEL CAVoIT(M ( ALL HIEGHTS AND WIDTHS ARE IN INCHES) . . . . . . . . . . . . . . . . UT9 1: isILM I•: is �: 0: 8" PRECAST w/ 2" RECESS DOOR U -LINTELS L-1 4 T-4" 8F8 -1T V-4- END UNIT MSTR-BDRM WNDW LINTELS L-2 16 6'-0" 8F8 -1T V-4" BEDROOM WINDOW LINTELS GRAVITY 8RF6-1T 1'-2" UNIT LIVING -AREA DOOR LINTELS UPLIFT L --L' 42e~NwU TYPE8RL16 LENGTH LATERAL IPE LENGTH 8RFE1T BRF70-1T SRF14-1T BRF18-17 BRF22-1T 8RF261T 8RF30-1T 8RU6 8RF6 BRFr,ZT SRF10-ZT SRF14.2T 8RF18-2T 8RF22.ZT BRF26-2r 8RF3N2T 4'4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 1 3036 3837 4643 5453 5'-8" (68") PRECAST 924' 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" 70"1 PRECAST 896" 1138 1742 2352 2965 3581 4198 459 469 896 1099 1690 2288 2891 3497 4105 6'-8" (80") PRECAST 778 882 1513 2042 1 2573 3107 3642 830 1100 778 956 1468 1987 1 2509 3035 3563 7-5" (90"} PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 349 1302 1762 1 2225 2690 3157 91-8" (116"} PRECAST 533' 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1 1728 2088 2450 'REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 439 a fib 899 8" PRECAST w/ 2" RECESS DOOR U -LINTELS LINTEL LINTEL TYPE OF DEPTH OF NO. QTY- LENGTH LINTEL LINTEL AREA COMMENTS L-1 4 T-4" 8F8 -1T V-4- END UNIT MSTR-BDRM WNDW LINTELS L-2 16 6'-0" 8F8 -1T V-4" BEDROOM WINDOW LINTELS GRAVITY 8RF6-1T 1'-2" UNIT LIVING -AREA DOOR LINTELS UPLIFT L --L' 42e~NwU TYPE8RL16 LENGTH �Y¢ LL' UUW 8RF6-0B 8RF1:>-C`3 3FT14-0B 8RF18-0B SRF22-0B 8RF26-0B Nrn- B BRF6-1B BRF10-16 BRF14-13 BRF18-15 8RF22-1B SRF26-19 BRF30-13 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 1 7-947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 1 7947 9416 10878 5'-8" (68') PRECAST 1257 832 1602 -2 1550 2058 2566 3075 3585 1153 162 4074 6472 6516 5814 6839 5-10" (70") PRECAST 735 779 1500 1449 1924 2400 2376 3352 1103 12051 3811 6472 6,516 5450 5411 6'-8" (80") PRECAST a22 907 1 1677 2933 2576 3223 3872 4522 907 1 1577 2933 4 100 9730 8177 5707 7-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 754 1 137? 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 azo 334 1253 1071 1342 1514 1886 535 928 1497 2179 1 2618 3595 2875 8" PRECAST & PRESTRESSED U -LINTELS LINTEL LINTEL TYPE OF DEPTH OF NO. QTY- LENGTH LINTEL LINTEL AREA COMMENTS L-1 4 T-4" 8F8 -1T V-4- END UNIT MSTR-BDRM WNDW LINTELS L-2 16 6'-0" 8F8 -1T V-4" BEDROOM WINDOW LINTELS L-3 8 6-4" 8RF6-1T 1'-2" UNIT LIVING -AREA DOOR LINTELS UPLIFT L --L' 42e~NwU GRAVITY �Y¢ LL' UUW LATERAL TYPE LENGTH BFS-1T SF12-1T SF16-1T am -1T SF24-1T �F28-1T .12-7T RuCR 6F8 SFB-ZT 8F12 -2r SF15-2, 5F20 -2r SF24-2T BF26-2r -2T 2'-10" (34°) PRECAST 2727 2878 41D1 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" {42"} PRECAST 2165 2289 3260 4237 5219 62D4 7192 12�T 1257 2165 2215 3165 4125 5091 6061 z,; -L"6 4'-0" (48"} PRECAST 1878 1989 2632 3680 4532 5367 16245 936 938 1878 1925 2750 3563 4422 5264 16110 5'-4" (64") PRECAST 1393` 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 6'-6" (78") PRECAST 1141` 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1634 2192 2703 3216 3732 T-6" (90"} PRECAST 959' -9-9-T-1029 912 1475 1914 2354 2797 3240 591 657 90 1465 190', 2351 2797 3245 9'-4" (112"} PRECAST 801` 512 950 1269 1560 1852 J 2144 1675 630 801 755 1192 1550 1910 2271 2E-,4454 1`-4" (136") PRECAST 566` 439 a fib 899 1104 1309 1515 353 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607` 400 531 516 1001 1185 1372 340 4M 631 485 818 12019 1514 1739 2086 (160") PRECAST 500' 340" 532 6B6 641 997 1153 302 398 575 409 682 1004 1367 1637 1897 14'-0" N68") PRECAST458* 414 316 491 635 778 922 1065 285 360 548 378 629 922 1 1254 1567 1816 14'-B'(168") PRESTRESSED 243 295 459 591 1 724 857 990 N.R. 35 243 352 532 B52 1156 1491 1742 15' 4" {184") PRESTRESSED 228 278 43D 553 677 801 925 V R � 228 329 542 791 1072 11 1676 38 17'-4" '208"Q2-95PRESTRESS Dt )E 188 236 361 464 567 el70 .4 N. Rn NR I a188 276 G4, 649 874 1121138.,19'-4" (232") PRESTRESSED 165 207 313 401 49a 578 557 165 239 383 550 736 940 1166 "REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U -LINTELS LINTEL LINTEL TYPE OF DEPTH OF NO. QTY- LENGTH LINTEL LINTEL AREA COMMENTS L-1 4 T-4" 8F8 -1T V-4- END UNIT MSTR-BDRM WNDW LINTELS L-2 16 6'-0" 8F8 -1T V-4" BEDROOM WINDOW LINTELS L-3 8 6-4" 8RF6-1T 1'-2" UNIT LIVING -AREA DOOR LINTELS L-4 L --L' 42e~NwU GRAVITY �Y¢ LL' UUW L-6 K�Owp> j ELECTRICAL NOTES: UNLESS OTHERWISE NOTED 1. ALL EXTERIOR RECEPTICALS SHALL BE WEATHER PROOF AND G.F.I. 2. ALL BATHROOM, KITCHEN, .AND ANY RECEPTICLES WITHIN (6) OF ANY SINK HES L3 SWITCSNITCHES SHALL BE G.F.I. 3. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHER PROOF. 4. ALL LIGHTING FIXTURES ARE TO BE SELECTED BY BUILDER AND PURCHASED SSTANDARD AND INSTALLED BY BUILDER OR ELECTRICAL CONTRACTOR. 5. BUILDER SHALL COORDINATE UiETER AND SWITCH GEAR, LOCATIONS Wi --_ OR SPACE W/O LIGHT LOCAL POWER. COMPANY. 5. ALL LIGHTING AND RECEPTICLES SHALL BE INSTALLED IN ACCORDANCE WiTH DISHWASHER = 1500 ALL CURRENT FLORIDA BUILDING CODES AND LOCAL CODES. 7. ROi�iiEX MAY BE SUBSTITUTED FOR WIRE AND CONDUIT SYSTEM FOR AIC LOAD BUILDING INTERIOR ONLY. S. PROVIDE TIE HANDLE FOR DISH WASHER AND DISPOSAL CURCUiT BREAKERS �• (ONLY IF ONE CURCUIT SUPPLIER, BOTH). 9. ALL DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED iN x ACCORDANCE TO N.E.C. 110-22. 10. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO OR BRACE W1 LIGHT CEILING TO BE CENTERED OF THE BOX TO BE AS FOLLOWS: - GENERAL 12" A.F.F. WELL (OPTIONAL) KITCHEN 44" A.F.F. 14 RANGE 2" A.F.F. DOUBLE FLOOD LiGHT BATHROOM 39" A.F.F. 11 I I I LAUNDRY AREA 36" A.F.F. 13 EXTERIOR WATERPROOF 12" A.F.F. 11. ALL TRIM PLATES & DEVICES TO BE GANGED WHERE POSSIBLE. 12. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR,. 13. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL - - - - BE DONE IN STRICT ACCORDANCE WI THE NATIONAL ELECTRIC CODE, , CURRENT REQUIREMENTS, BY A LICENSED ELECTRICAL CONTRACTOR WHO T SHALL BE RESPONSIBLE FOP, ALL INSULATION AND SIZING OF ALL I 14 I ELECTRICAL, WIPING, ANDACCESSORIES. 14. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA 17 45 8 AHU NATIONAL FIRE ALARM CODE, CHAPTER 7, ARTICLE 760 OF THE NATIONAL 19 ELECTRICAL CODE CURRENT REQUIREMENTS. 15. ALL BATH EXHAUST FANS SHALL BE VENTED TO OUTSIDE PEP, FLORIDA I COMPUTER BUiLDERS'S CODE CURRENT REQUIREMENTS. 16. EVERY BEDROOM IS TO HAVE AN ARC FAULT INTERUPTER OUTLET AS PER GARAGE DOOR OPENER. N.E.C. 210-12, CURRENT REQUIREMENTS. 17. SWITCHED LIGHTING (210-70, N.E.G. CURRENT REQUIREMENTS). 18. ELECTRICAL FOR HVAC UNIT PLACEMENT IN ATTIC IS TO BE PROVIDED AND ' GROUND FAULY INTERUPTER (GFI) PLACED BY LICENSED ELECTRICAL CONTRACTOR AS PER NATIONAL UNDER CABINET LIGHTC__T ELECTRICAL CODE CURRENT REQUIREMENTS. MATER HEATER NOTES 1. WATER HEATER TO BE TANKLESS TYPE UNIT. 2. WATER. HEATER, T&P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. 3. WATER. HEATER, AT OR, ABOVE FLOOR. SHALL HAVE A PAN Wl DRAIN TO ��;•)�-- EXTERIOR. 4. WATER, HEATER. SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. r- - - CIL ; la CIL ELEEC. IOTE 1 - 1 LII❑ D_ U N �J' ®AFI PHONE � , ! J, v FAN I _ PHONE•i� [ LIGHT L i - D 1 u [S D I, _S DJ ATTIC 1 r - �! PL, HVAC ELEC SEE ELEC. r� NOTE -18 - [ _ vFl 4 " d HVAC Ji -w GFI 1 4 RETUP,N! I .Sty- ELEC. NOTE 1 CNiD I `-TANKLESS y I JI VLH. t LIGHT 1 # GFI FAQ I_i GFI GFI FOP, - FAN / ► O LSI ,�-FAN ~ '- 220Y w �. o E i INNER. UNIT ELECTRICAL PLAN SCALE: 1!4" = V-0" *T - L !I Cr'L ELEC. TOTE1 l-1 i, ❑ ti C7 ®AFI 4D�- - _I PHONE FAQN ?HONEW-t -1 LIGHT a D - -' :I - -�� ®S D ATTIC \ -� �- - - - LIGHT sv' �\ PL. CORD HVAC ELEC y 11, ' I SEE ELEC. I� 24'x16 GFI If, GFHVAC I y' RETURN AI - - ELEC. NOTE 1 To b{ 1\TANKLESS CMD I',v.H. LIGHT I GFII FANS ti + V. P. GFI �..'G Fl FOR IF 220v --- w - ELEC. NOTE 1 CIL. - -�' I - - =-I �T -- ® - END UNIT ELECTRICAL PLAN C/L SCALE: 1,14"= 1'-0" ELECTRICAL PLAN LEGEND LIGHTS STANDARD CEILING MISC. ELECTRICAL HES L3 SWITCSNITCHES rough -in and provide as required. D Per (FBC C405.7.3): Feeders are designed for a maximum voltage drop of 211. at design load. C CEILING FAN PREWIRE SSTANDARD u RECESSED CAN y --_ OR SPACE W/O LIGHT ,anel!Meter Center ' WATER PROOF CAN DISHWASHER = 1500 REST OF V.A. @ 40% Sg 34VAY RANGE I = 9000 AIC LOAD = 15000 WATER HEATER = 4500 S4 4 -WAY �• EYEBALL ,_ CEILING FAN PREWIRE x REFRIGERATOR = 1500 GARAGE DOOR OPENER - 900 CEILING FANS = 1500 WELL PUMP (OPTIONAL) _ (4500) EXTERIOR WALL LIGHT '- OR BRACE W1 LIGHT S5 5 -WAY - 10 WELL (OPTIONAL) RECEPTACLES 14 �� DOUBLE FLOOD LiGHT _� 11 I I I SD DIMMER 13 l 40 " SI\10KE DETECTOR ( RECEPTACLES I 14 I SINGLE FLOOD LIGHT S.D. - - - - OUTLETS , Spare T BATH FAN I 14 I 15 FLUORESCENT FiXTURE MAIN BUS: 150 AMPS 17 45 8 AHU O 110 VOLT DUPLEX 19 - - - - - - EXHU,AST FAN I COMPUTER I 1" CHAINDELEIR 20 GARAGE DOOR OPENER. \�' 220 VOLT I GF 1 (GARAGE) 14 15 22 23 Spare BUTTON ' GROUND FAULY INTERUPTER (GFI) I GFI (BATHS) UNDER CABINET LIGHTC__T 15 DISCONNECT OI 110 VOLT SPLIT SWITCHED 25 20 i4 Sd:iALL.APPLI.ANCE PLANTSHELF LIGHTING- _ ELECTRICAL PANEL 14 ��;•)�-- BATH. FAN ?LIGHT COMBO --- E LECTRICAL N11ET ER `- ARC FAULT INTERUPTER. (AFI) PANEL LOCATION : HALLWAY 29 15 14 GFI (EXTERIOR? SPARE 30 Spare Oniy 124 SPECIAL SERVICE OUTLET Equipment Sensed Conn. Load L.F. DISPOSAL v 'o _- INTERIOR WALL LIGHT Lighting 110 VOLT FLOOR. OUTLET 125% 5.13 KVA -- [NTERCON9 SYSTEM Receptacles - General VANITY LIGHT BAP. 100% 1.44 KVA PHONE PHONE OUTLET TRACK LIGHTING BAR --D B DOOR BELL ?I -I -J T.V. CABLE OUTLET - - EaEPGENCY LIGHTING CHIVIES DOOR BELL CHIMES Reference Notes j Refer to civil drawings for location of utility transformers 201 Coordinate all requirements with local utility company.prior to C rough -in and provide as required. D Per (FBC C405.7.3): Feeders are designed for a maximum voltage drop of 211. at design load. C Coordinate location with civil drawing, owner. and utility companv oriorto A1C COMPRESSOR 1 TOTAL rouah-in. Provide meter labeling as required by utility companv. Ql o'✓ide hard ,wm ed surge protective device of sae manufacturer as = 10000 ,anel!Meter Center General Notes A I Do not scale Electrical Drawings for any dimensions. B I.AII work shall comply with the 2011 National Electric Code, National, State, and Local codes. Prbvide grounding and bonding per NEEC 250. C Coordinate all work with Local Utilitv Compan%.% D Per (FBC C405.7.3): Feeders are designed for a maximum voltage drop of 211. at design load. E Branch Circuits are designed for a maximum voltage drop of 34/b at design load. Concrete Encased ELECTRICAL CALCULATIONS ITEM CALCULATED WATTAGE FOR INNER UNITS ITEM CALCULATED WATTAGE LIVING AREA 777 sq.ft. x 3.0 = 2,331 ITEM CALCULATED WATTAGE LIVING AREA 787 s .ft. x 3.0 = 2,361 ITEM CALCULATED WATTAGE HEATER ! AHU = 5000 SMALL APPLIANCES = 4500 LAUNDRY = 1500 A1C COMPRESSOR 1 TOTAL = 10000 = 15000 SUB TOTAL = 8,331 FiRST 10,000 V.A. @ 100% = 10000 DRYER - 5500 FIRST 10.000 V.A. @ 100% = 10000 DISHWASHER = 1500 REST OF V.A. @ 40% = 9452 RANGE I = 9000 AIC LOAD = 15000 WATER HEATER = 4500 TOTAL = 34,452 DISPOSAL (OPTIONAL) = 900 i r l 1 TO T AL WATTS 34,452 DIVIDED BY 240 VOLTS 240 TOTAL AMPS /� OF PANEL LOAD 143.55 x REFRIGERATOR = 1500 GARAGE DOOR OPENER - 900 CEILING FANS = 1500 WELL PUMP (OPTIONAL) _ (4500) SUB TOTAL _ L - 5 2 .300 TYPE: SQUARE "D" (or equal) SERVICE: 3 - 210 WIRE VOLTAGE: 110 1 220 MOUNTED: FLUSH POLES : 30 MAiN BUS: 150 ,AMPS NEUTRAL: FULL MAIN: VI.L.O. PANEL LOCATION: HALLWAY ELECTRICAL CALCULATIONS FOR END UNITS ITEM CALCULATED WATTAGE PANEL SCHEDULE �N'ORKSHEET FOR CALCULATING UPLIFT P,EQUIRENIEN T S ITEM CALCULATED WATTAGE LIVING AREA 787 s .ft. x 3.0 = 2,361 HEATER ! AHU = 5000 SMALL APPLIANCES = 4500 AIC COMPRESSOR = 10000 LAUNDRY = 1500 TOTAL = 15000 SUB TOTAL = 8,361 CBCT DRYER = I 5500 FiRST 10,000 V.A. @ 100% = 10000 DISHWASHER - 1500 RANGE = 9000 WATER HEATER = 4500 REST OF V.A. @ 40% = 9464.4 AIC LOAD = 15000 TOTAL = 34,464.4 DISPOSAL (OPTIONAL) = 900 VOLTAGE : 110 ; 220 5 REFRIGERATOR - - 1500V \ TOTAL }14'A i 15 34,464.4 DIVIDED BY 2401/OLTS 240 TOTALAiaPS OF PANEL LOAD 143-60 !� \ I GARAGE DOOR OPENER = 900 CEILING FANS - 1500 1'V WELL PUMP L} _ (4500} SUB TOTAL = 25,300 5'-D" END UNIT FLOOR PLAN sCALE:1r4"=1'-D" 787 sq.ft. EACH (4 UNITS) 25'-a" INNER UNIT FLOOR. PLAN SCALE: 1.14"=1'-0" 777 sq.ft. EACH (12 UMTS) TYPICAL ELECTRICAL PANEL SCHEDULE �N'ORKSHEET FOR CALCULATING UPLIFT P,EQUIRENIEN T S TYPE: SQUARE "D" (or equal) CRC T AkIlPS GOND EQUiPi,r1EN T EQUIPMENT COND .AMPS CBCT : SERVICE 3 - 2`0 WIRE 1 50 8 RANGE DISHWASHER 12 20 3 L 1 Corridor Lighting 1 10 REFRIGERATOR 12 20 I 4 VOLTAGE : 110 ; 220 5 30 10 DRYER LIGHTS 14 15 I 6 PViOUNTED : FLUSH 7 LIGHTS 14 15 8 9 30 10 WELL (OPTIONAL) RECEPTACLES 14 15 10 POLES : 30 11 I I I RECEPTACLES 14 15 12 13 l 40 10 AIC COMPRESSOR ( RECEPTACLES I 14 I 15 I 14 - - - - 15 - - - - Spare 12 I RECEPTACLES I 14 I 15 1 1c MAIN BUS: 150 AMPS 17 45 8 AHU WASHER 12 20 18 19 - - - - - - B - - I COMPUTER I 1" 15 20 NEUTRAL: FULL 21 40 10 %%'ATER HEATER I GF 1 (GARAGE) 14 15 22 23 Spare 18 19 Spare I GFI (BATHS) 14 15 24 MAIN: Il1.L.0. 25 20 i4 Sd:iALL.APPLI.ANCE GFI (KITCHEN) 14 15 25 2720 - - - - - 14 SdaALL.APPLIAINCE SPARE 22 231 Spare Only 28 PANEL LOCATION : HALLWAY 29 15 14 GFI (EXTERIOR? SPARE 30 5'-D" END UNIT FLOOR PLAN sCALE:1r4"=1'-D" 787 sq.ft. EACH (4 UNITS) 25'-a" INNER UNIT FLOOR. PLAN SCALE: 1.14"=1'-0" 777 sq.ft. EACH (12 UMTS) RESIDENTIAL BUILDING TYPE 11 LOAD SUMMARY - METER CENTER UNIT A 34.464.4 VA X 4 = 137,857.6 VA UNIT B 34,456.0 VA X 12 = 413,472.0 VA VA X0= OVA VA xo- 0 V VA X0= OVA VA X0= OVA TL CONNECTED UNIT LOAD = 551,329.6 TL UNIT DEMAND LOAD = 192,966.0 TL HOUSE PANEL LOAD = 18,870 Total Demand AMPS = 882.65 AMPS 1.00OA @240Vi1 PH, 3W SER �T'AL �.iL;4NS -- ELECTRICAL PANEL SCHEDULE H2 �N'ORKSHEET FOR CALCULATING UPLIFT P,EQUIRENIEN T S ON REINFORCED CONCRETE I\,IASONRY TIE BEAM" Location: Building Type 1 Type: Square "D" -Type NO Fed From: dieter Center #2A Voltage: Mains: Lugs: 120/240v 10 3W 100.A MLO ❑ MCS ❑ Sub -Feed ❑ Feed-Thru Min. A1C Rating: Mounting: Enclosure: 22K A1C Surface NEMA 3R Notes: Provide typed written directory Provide ground & neutral bus T. VELOCITY PRESSURE (q) 25.9 osf - v Circuit Disaiption Y z d Branch Circuit I LOAD Phase LOAD Neut GND COND BKR KVA c KVA BKR Branch Circuit Neut GND GOND a Circuit Discription L 1 Corridor Lighting 1 10 1 10 10 NNi 201 0.80 A 1.80 2011 1 10 I 10 10 NM Recepticles 2 3 FACP 12 12 12 1!2" 201 0.50 S 1.36 201 12 12 12 NM Telecom Cabinet Recepticle 4 5 Building Sign Lighting 1 12 12 12 NM 2011 0.80 A 1.00 2011 12 12 12 NM A/A Unit 6 7 Building Exterior Lighting 1 10 10 10 NM 20.11 0.40 B 0.60 2012 10 10 10 314" 1 Site Lighting 8 9 Water d:leter Repeater - - - - - - A - - - - - - 614 508 431 10 11 Spare - - - - - B - - - - - - Spare 12 13 Spare - - - - - - A - - - - - Spare 14 15 Spare - - - - - - B - - - - - - Spare 16 17 Spare- - - - - A - - - - - - Spare 18 19 Spare - - - - - B - - - - - Spare 20 21 Spare - - - - - - A - - - - - Spare 22 231 Spare Only - - - - - - B - - - - - - Spare Oniy 124 Equipment Sensed Conn. Load L.F. D.F. Demand Load v 'o r Lighting 4.10 KVA 125% 5.13 KVA Receptacles - General 1.44 KVA 100% 1.44 KVA Equipment 4.84 KVA 100% 4.84 KVA o Panels r..6 K'o`.A , 100, 1" 0 7.46 KVA Notes: 1 ) Connecct Circuit via Lighting Contrator I Total Demand Load: Total Demand AMPS: 18.8- KVA 73.63 AMPS RESIDENTIAL BUILDING TYPE 11 LOAD SUMMARY - METER CENTER UNIT A 34.464.4 VA X 4 = 137,857.6 VA UNIT B 34,456.0 VA X 12 = 413,472.0 VA VA X0= OVA VA xo- 0 V VA X0= OVA VA X0= OVA TL CONNECTED UNIT LOAD = 551,329.6 TL UNIT DEMAND LOAD = 192,966.0 TL HOUSE PANEL LOAD = 18,870 Total Demand AMPS = 882.65 AMPS 1.00OA @240Vi1 PH, 3W SER �T'AL �.iL;4NS -- TR K T HE- T �N'ORKSHEET FOR CALCULATING UPLIFT P,EQUIRENIEN T S ON REINFORCED CONCRETE I\,IASONRY TIE BEAM" 1. BASIC �NIND SPEED (v) 140 m.p.h. 2. ENCLOSURE CLASSIFICATION Enclosed (C) 3. BUILDING CATEGORY VB 4. IMPORTANCE FACTOR 1.0 5. EXPOSURE CATEGORY B 6. iMEAN ROOF HEIGHT 30.0 T. VELOCITY PRESSURE (q) 25.9 osf 8. EXTERNAL and INTERNAL PRESSURE COEFFICIENTS (GCpf) - (GCpi) INTERIOR ZOINE .69 + .18 = .87 END ZONE 1.07 + .18 = 1.25 9. ONE HALF ROOF SPAN 30.6 ft. 10. ROOF OVERHANG 1.4 11. DEAD LOAD ROOF; CEILING 17.0 p�;f INTERIOR ZONE END ZONE A. Item , x Item 8 X item 9 689.5 (plf) ��1.7 (olf) B. Item , x Item 10 x Item 1.75 63.5 (plq� 63.5 (pif) C. Item 11 x Total of 9 + 10 5=14.0 (plt� 544.0 (plf) Required Uplift =A + B - C 209.0(plf) 446.7 (pif) D. LEAST HORIZONTAL DIMENSION 25.6 x 10°0= 2.56 (feet) or EAV'E HEGHT 9.3 <40%= 3.72 (feet). E. LEAST HORIZONTAL DIiviENS ION 25.6 x 4°0 =1.02 (feet) or 3 (feet) END ZONE 1;'VIDTH = 2 x THE SMALLER OF D BUT NOT LESS THAN 2 x THE LARGER OF E = 5.12 (feet) Based on the 5th Edition of the 2014 F.B.C. Res. R-301 ASCE 7-10. UPLIF-T 146LL a�Za.o W ALLOWABLE UNIFORM iDLIFT LOAD - POUNDS PER LIN. FT. TIE-DO�:`r m U SPACING �W BEAM SIZE 6-0 8-0 8-8 9-4 10-0 10-8 11-4 12-0 & REiNF. 8"X8" .1'i (1) #5 614 508 431 1372 325 289 259 1 235 215 199 8"x8" w!(2) #5's 748 617 521 44; 390 3-lu 308 278 253 232 8"X16" w'(1) �5 11494 11356 1245 1151 11050 922 818 734 644 605 8"X16" W.'(2) rS'S 1494 11356 1245 1151 1171 1 1004 1 944 1 892 848 777 NOTE : ALL DOORSAND V1:iNDOUVS ARE TO MEET R-40 WINDLOAD REQUIREN-1ENTS. �,-VINDOWS .ARE TO �, ITHSTAND 140 mph FOR 3 SECOND GUSTS. SOLID DOORS ARE TO VN! iTHSTAND 140mph FOR 10 SECOND GUSTS, DESIGN PARAIIME TER.S OVERALL CONSTRUCTION TYPE: NUMBER OF STORIES: 1 STORY BUILDING HEIGHT: 30'-0" MAX. = 25.9 psi: @ 140 mph EXTERIOR. CONST.: 8" CONC. BLOCK,,v!';8"TEXTURED FiNISH NOTE: LIVE LOADS FOR LIVE LOAD: 40 p.s.f. 2nd FLOOR /STAIRS DEAD LOAD: 20 p.s.f. (IF APPLICABLE) ROOF LOAD: 17 p.s.f. AREA TABULATION END UNITS (4 Ca 787sq.ft.) 3,148 sq.ft. INNER. UMTS (12 w 777s .ft.) 9,324 sq.ft. TOTAL LIViING 12,472 sq.ft. ENTRY CORRIDORS (4 @ 395 sq.ft.) 1,580 sq.ft. TOTAL UNDER: ROOF 14,052 sq.ft. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 mph 3 SECOND GUST WIND LOAD REQ. OF SECTION 1609 OF THE CURRENT FLORIDA BUILDING CODE RES. SECTION R-301 ASCE 7-10. TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS, PREPARED UNDER MY DIRECT SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE REQUIREMENTS AND THE FiRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. TERMITE PROTECTION PLAN MUST SPECIFY TYPE OF TERMITE TREATMENT SOIL BARRIER. METHOD OR. OTHER APPROVED TERMITE PROTECTION SYSTEM. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTiFICATE OF OCCUPANCY WILL BEISSUED. THE CERTIFICATE WILL STAT E: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER. SER,ViCES." THIS ITEM HAS BEEN ELECTRONICALLY C N SIGNED AND SEALED BY STEVEN A. o� ........ HEPNER USING A DIGITAL SIGNATURE. '�,�:' STEVEN'••O HEPNER PRINTED COPIES OF THIS DOCUMENT * ; ARE NOT CONSIDERED SIGNED AND Ak?�1;0620 SEALED .AND THE SIGNATURE MUST BE ` VERIFIED ON ANY ELECTRONIC COPIES ;::' O w C) ¢ 0 < i wm 0 wu.0 O�wm w Z� ww¢ ¢Z,.,_ca LU m0 w W 0 > J WYJOJw WHO a: W0 SO G W- a¢z. o W mF-J win C1 }f-=�0 LCIS 5zz mOZ `O`LOKFO-O m¢ wz i-<oE 0 z wean C7��0 _U C7p Q��ti w� mW C7<OE _~ Lu - Z U W 2 l -U -`1Z iJ w 11- W W W ,= in fL z mw'L 'z: -> ¢;.� Z v C 0¢-0-- c z 00 UJ C � 0lQ `W X67 z zJ D0z ul 2 wv CozrQ n� r n ¢¢ �Lp� Lcn wfla0zX >-W w -o F`oFoo '-u ©� Qo WJ o ¢ ¢ LL � 0 c W �- � Cn w a' � L`LI 'w 0 Z`-05Cn Lz0'L'U C' LI:0 U?zZ oo� ° w wM a-0c20� uF moa m�Ovo .F--..gLw Oz�m�O 00 �rq0 � ="-z w z z w W w m_ -E:_0� 0 w Z 0 z Z O O 000z JZo Caw ❑ �-h, `� Q0O wu w w��< L"JUj ¢Cwm7��ww Oc U,ZWO 0s W' -¢5O UWv¢QO❑ no a.Z�Ocsr¢D��m WWz�OW�aO�aO�00 x�In 0.G0 -00w <'L OL) ¢U/�j� 2 Luo SCJ O U W z co LU ❑ _ C7, Co w.= M 0[fl O N �0 �E6� LU W Z ��s\ E LU Q 'Fin LL, LLI ❑LLI 0 }- X � CC to �J •a��� m�Q D< L co LLI Luz T ` o 1,,u 1 1 W E (D •`❑ o`1. .y z W W �0 cm .. 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BLOCK SURFACES AND 718" FOR PLYWOOD COVERED EXTERIORS. OFF RIDGE OFF RIDGE OFF RIDGE VENT _ -- ¢w K 12 U 5 n U. U. TOP OF SL O n K F } O O a = W ° c� d) L_ �777-1 TEXTURED LL °o FINISH L!IEIJTINE SHRED VIN _LLL111, wz 'HED GRADE35 SH 35 SH 35 SH 35 SH ELEVATIONAL NOTES: 1. TYPICAL OVERHANG IS TO BE 1E" HIP ROOF AREAS AND REAR ELEVATIONATID 8" a� ELE-GABLE ENDS. EXCEPT WHEN ANWHERE NOTED ON SCALE: 118" = 1'-0" 2. CEM NTM OUS FINISHNS AND RO IS 5/8" THICK FOR CONC. BLOCK SURFACES AND 7I8" FOR PLYWOOD COVERED EXTERIORS. 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N N LL 5 W n LL 1 _ �pYS o0 O 5 LLr z 0 0 5 Lu J 0 F_ o z ul F co ❑ , �o a�Z m GRADE FINISHED COMP. ROOFIN SHINGLES. ■NE\;■■■■! ■EEE; ■!■ ■■■■FINISH ' ■E!■i '_� ■■■■ITFXTURED :EE■!I I!■■■ . 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TOP OF BLOCK -- 0 O = U � o � �o z cO Z 0 _ Z_ LL - } z LL = LLI o i r O `- 0 -C' U "' d EL o I` � U LLI w tro ve O K O�Cn lt0 Z ILL - N N � O Q Lu ❑CD co O Z LL = J r ILLLLIi z co ❑ , a�Z �-• C9 IL Lu C7 j L) uti F Lu 0 U FINISHED GRAD Lu t mnf OOJ 1 LL �oxEc7 F- F_ LL1=� co co LLI Q[� J (n 0- ¢ O LL ❑ LLI O LLI J ❑ F _Z !- LL l TOP OF BLOCK -- 0 O = U � o � �o z cO Z 0 _ Z_ LL FINISI GRADE L 1J J a m E a Z c W D @ n 0 0 w ILLz w 2 ^ p lJ a LL 0 LL a o L e� 0 U) c O f /'► ADE n _VJ L L1 }' c CL >+ U � J O p U QJ O ❑ Q ti V cc"4) coil LL � c U}occOflE U N �tZ ° ^^11 �Lo cu0 -0 O LL C /�� CLO o N iL 0a5c� = Z >co =;U N Q CD CD aio�o® a EUE0 z�L= CD JDU) I= o J a- m L U d" ti cu r 0 O p (14 Cit m s V) Lf) Lo r r m a) 15 >, 5 -0 7F = o M a N a co 2 _ LL- o (� cn LL I_ L a� E z a� a) LLI w 2 lt0 Z ILL - N N � O K TOP OF BLOOK, s ILLLLIi 5 o �-• C9 z ui CL O C7 j uti F rc�w n = mnf 0 �oxEc7 Z LL FINISI GRADE L 1J J a m E a Z c W D @ n 0 0 w ILLz w 2 ^ p lJ a LL 0 LL a o L e� 0 U) c O f /'► ADE n _VJ L L1 }' c CL >+ U � J O p U QJ O ❑ Q ti V cc"4) coil LL � c U}occOflE U N �tZ ° ^^11 �Lo cu0 -0 O LL C /�� CLO o N iL 0a5c� = Z >co =;U N Q CD CD aio�o® a EUE0 z�L= CD JDU) I= o J a- m L U d" ti cu r 0 O p (14 Cit m s V) Lf) Lo r r m a) 15 >, 5 -0 7F = o M a N a co 2 _ LL- o (� cn LL I_ L a� E z a� a) O 0 0 0 0 0 0 0 0 10 0 0 �rI 0 N 0 0 0 �r 1-0 0 a g O M M 0 dI i-1 R O R R 0 0 223-04-00 28-02-00 27-10-00 27-10-00 27-10-00 27-10-00 27-10-D0 27-10-00 28-D2-00 24-06-00 1 7-04-00 1 48-04-00 1 7-04-00 1 48-04-00 7-04-00 I. 4B-04-00 7-04-00 24-06-00 25-08-00 v v v LU S Floor Design Code FBC2014 TP12007 0 20 mm CJI 15 TC DL 7 1/2" x 8" CARR. BOLTS O 140 BC LL 0 CJ3 y3 O B BC DL 10 1-1 n¢ 4 -08 Duration CJ5 0 1 Lc 0 o ' 0 16 UNIT TWNHM-MAPLE PROJECT opts: N/A 0 M61 Sales �'%IZELT ¢ 0 M ¢ ¢ LO ¢ 8- to ¢ 00 In ¢ 1_D1_00 9-00 00 EJ9 4"X24" 0 OFA 1H AT 0 0 ¢ C\ ¢ ¢0 VAC -00 - I %H 0 o J LIN toc'C'C ETURN Is 0 E OF /HAT C °J9 ¢ EJ9 ET9 C) EJ9 0 0 0 0 0 0 10 0 0 �rI 0 N 0 0 0 �r 1-0 0 a g O M M 0 dI i-1 R O R R 0 0 223-04-00 28-02-00 27-10-00 27-10-00 27-10-00 27-10-00 27-10-D0 27-10-00 28-D2-00 24-06-00 1 7-04-00 1 48-04-00 1 7-04-00 1 48-04-00 7-04-00 I. 4B-04-00 7-04-00 24-06-00 25-08-00 v v v LU Roof Floor Design Code FBC2014 TP12007 TC LL 20 mm CJI 15 TC DL 7 1/2" x 8" CARR. BOLTS Wind Speed 140 BC LL 0 CJ3 y3 Exposure B BC DL 10 SLB n¢ 4 HARDWARE. Duration CJ5 1550 1 Lc 0 ¢ Builder- SUNCOR PROPERTIES 16 UNIT TWNHM-MAPLE PROJECT opts: N/A `Qca`1Qn: 610 W. 9TH STREET, SANFORD, FL M61 Sales �'%IZELT ¢ ¢ 00-00 ¢ ¢ LO ¢ 8- to ¢ 00 In ¢ EJ9 9-00 00 EJ9 4"X24" LIME OFA 1H AT C ¢ C\ ¢ ¢0 VAC -00 3235 I %H 6-00- J LIN toc'C'C ETURN LI E OF /HAT C °J9 ¢ EJ9 ET9 EJ9 EJ9 EJ9A ¢ ¢ ¢ 8�0- ¢ ¢ ¢ INE m F PIGJ m BACK mIn T P EJ9A EJ9 EJ9 EJ9 W 0 8-00-0 LU -,Z a.�O ~Own, >zO _��-- K- 0 LIN a m a a EJ9 E,T9 Zw �_� w EJ9 YT EJ9 0 NEO PIGGY ACK TOP EJ9A EJ9 E,19 EJ9 E79 EJ9 LINE F PIG 0 VAC jgram ¢} 0 0 cn n ETURN I 1LINE1 A/H TTICEJ9 z wow ILLI 9 -OD -00 /1/ 00 00 0 0 8 000 GER B 8'- 7 EJ9 ¢ < i < Q e Q MGI 0 CJ5 0 0 N EJ9 ` QQ w Zt- l�-� Z f.. tlj cower ¢N 0 ❑ ZSZ w� O CJ3 m LLI W �Z W w EJ9 08 5w5�0 j Q¢-"[[ 5Z' �� W CJ1 wZ< �Z Fyv -1 >1 E3 EJ9 CL a a m In v v v w E19A LI EOFA HA 25-08-00 24-06-00 28-02-00 Loading and Design Criteria ACCESSORIES Roof Floor Design Code FBC2014 TP12007 TC LL 20 mm Mean Hgt 15 TC DL 7 1/2" x 8" CARR. BOLTS Wind Speed 140 BC LL 0 SD S 1 /4" x 6" 10 Exposure B BC DL 10 SLB n¢ 4 HARDWARE. Duration 1.25 1550 1 Lc 0 ¢ Builder- SUNCOR PROPERTIES 16 UNIT TWNHM-MAPLE PROJECT opts: N/A `Qca`1Qn: 610 W. 9TH STREET, SANFORD, FL Date:: 02/24/17 Sales �'%IZELT Designer: NB Job Numb 38245 TOP RL 8'--7 BM/2" 2tE GER B BL[ TOP 8'-7 /2" HVAC E QF A/H LINE OF A/HI A OF PIGGY BA 27-10-00 LINE QF A/H A 5CLOB-00 ¢ 50-08-00 F,U ffe7.sr..i LIN OFA i ATT C 11 11 LAE 1 HA C A/H 4TTIC HVAC 27-10-00 =DGEf� BALD @ 8'- 2" TOP C019'- �I1 B3 +0 We 50 -OB -00 oL, 50-08-00 DL r. ACCESSORIES 0 0 r. 490 'ILA' SCREWS BOLTS mm MODEL QTN MODEL 0 SDS 1/4" x 3" 0 1/2" x 8" CARR. BOLTS 0SDS 1 /4" x 4-1 /2" 0 1/2" WASHERS 0 SD S 1 /4" x 6" 10 1/2" NUTS HTU28 14680 12140 SLB n¢ 4 HARDWARE. QT MODEL 1550 1 Lc 0 ¢ I� ¢ \ ¢ ¢ to ¢ In ¢ to ¢ to ¢ In ¢ ca ¢ a < ¢ F °� ¢ CO ¢ L"I ¢ In ¢ In ¢ In ¢ to < 1� ¢ !\ ¢ ¢ C\ ¢ ¢0 8-0 -00 3235 I %H 6-00- J LIN toc'C'C ¢ ¢ ¢ ¢ ¢ ¢ 0 ¢ VAC ¢ 0 ¢ 0 ¢ < ¢ ¢ ¢ 8�0- ¢ ¢ ¢ ¢ $ 0 0 0 111 IS- m0 0 W 0 8-00-0 LU -,Z a.�O ~Own, >zO _��-- K- 0 LIN OF Ai 0 0 �OVrn z-mowW ¢4-dW va Zw �_� w 8-00 0 EJ9 0 pa 0 � F- EJ9 F1 J9A Oit 000 ceUaC5` LINE F PIG 0 0 jgram ¢} 0 0 cn n m ° J9A O _ J z wow ILLI 3'.2=_LL °-E Uw 0 0 0 GER B 8'- 7 BLDR. /2" ZZ❑?:nWW �o z0W ~> EJ9 T P I 0 0 0 0 0 N EJ9 ` QQ w Zt- l�-� Z f.. tlj cower ¢N 0 ❑ ZSZ w� O W Z LL Z O LL > m LLI W �Z W w EJ9 08 5w5�0 j Q¢-"[[ 5Z' �� W c`nv�r0-Uv wZ< �Z Fyv -1 >1 E3 EJ9 CL a a �•n li1 CZ:W �FOa E19A LI EOFA HA C UQ 2%ll= o C rY�zw �o¢S S�Z�C,) C7��Ky - OQ m J9A 2X L I GER B 8'- 7 BLDR. /2" ��_-W ❑n0Z wwcn~z�F=o �.GZO z Z�� A TOP @ E O' L - 'OOO W LAOZ Oir LY INE OF: A/FtA -0 -00 Z4' X24' ❑z >�z� UtrZO o>�� ❑O W H6» �� iOtww EJ9 o?¢n zones EJ9 ¢c> nes VAC 4�24'r EJ9 IN NE O A/H C ETUR E 8- -00 6-00- 9-00-00 ET Q Q 4"X24" 4"X24" ¢ < a HVAC MGI 4VACWAC CJ3 CJ VAC li v v v RETUR ETURN ETURN ETURN 1 11 LINE LINE F A/H ATTI E O, A/H A C ACK LIN OF A ATT C INE OF A/H A C E OF JGGY B CK FPI Y BA L E OFhGGY LINE OF PI LY BA K LIP m a m a m a m a m a m a m a m a m a m a ai a m a m a m a m a m a m a m a m a m a m a m a mm �„ a m a `m a m a m a m a m a m a m a m a m a m a m a m a cn a m 1 m a m a m a m a m a m a m rn ER 8 BLDRGER R. GER B BLDRR. J�PZE T P 8'- 7 /2" J T P S' - 7 1 CL] a TP 8'- 7 /2" Cif CL CR CL 21 a m a Cb a (r a m a m a m a m a m a CYI a Cb a Lr a C11 a Cb a (n a m a m a LYI a CO a CI a DS a C1I �. 4S a CLI a C1! a �'8 a CLI a Cif a L a G1 CL 'Y5 a JLL a C1 d) Ltl L4 r C] LO [b C3 (b Lit L RX t GER B BLDR. LJ GER E R. L: GER F Y RLDIZ GER R. TOP TOP C 8'- 7 /2" TOP 8'- 1 8'- 1/2" TOP E 8'- 1 c LI E OF /H a C LIN OF A/ ATT NE 0 a/FI a 4"X24" 4"X24" 4 VAC VAC VAC HVAC ETURN ETURN ETURN RETURN LI[1E OF J/H A C I LIN OF A/ ATTI INE O A/H TTIC L E OF /HA C 11 11 8-00 8-00- 8-00 0 0 0 0 0 0 L 0 0 0 0 0 0 0 0 0 B -OD -O 0 0 0 o m m o 0 0 0 0 0 o Lo 0 0 0 0 r n n u) In In In oa rn m to to n o n 11 n 1 11 In In w a r m n In m In n \ r` n -N+ 50-08-00 27-10-00 1 27-10-00 NOTE, ALL WALLS SHOWN ARE BEARING UNLESS NOTED OTHERWISE. ROOF TRUSSES 24" ON CENTER UNLESS NOTED OTHERWISE. ALL CEILINGS ARE FLAT. ALL PORCH, LANAI, HEADER AND LEDGER BEAMS BY OTHERS. NO DROP GABLES. TRUSS SPACING EXCEEDING 24" O. C. REQUIRE LADDER FRAMING BY BLDR. General Notes * Required interior bearing wails shown @ heights noted * Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. * Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense * No backcharges of any kind will be accepted without prior review and written consent from ABS, Inc. * For proper truss handling and bracing, refer to the "TPi" documents "BCSI-131 through 64" * Any multi -ply trusses must be attached together per the engineering specifications prior to installation * Permanent and temporary bracing is the responsibility of the truss installer. The "Engineer of Record" for the project is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads From wind and or seismic activity. The "EOR" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec-ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. * If any job site accidents occur involving trusses, the installer must immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved in an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in any way before an inspection is completed. All de-cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub-mitted by the structural engineer. 50 -OB -00 27-10-00 Z7-10-00 e 25-08-00 ACCESSORIES 0 0 3x8 NAIL ON PLATES SEAT PLATES 490 'ILA' SCREWS BOLTS QT MODEL QTN MODEL 0 SDS 1/4" x 3" 0 1/2" x 8" CARR. BOLTS 0SDS 1 /4" x 4-1 /2" 0 1/2" WASHERS 0 SD S 1 /4" x 6" 10 1/2" NUTS HTU28 14680 12140 SLB MISCELLANEOUS HARDWARE. QT MODEL 1550 1 Lc 0 D Z7-10-00 e 25-08-00 ROOF TRUSS 1 FQT4 ID MODEL ROOF UPLIFT SYMBOL 0 A LUS24 895 490 'ILA' �u V V IJ �0w v 116 A HUS26 3335 1550 CJI 0 B HTU28 14680 12140 SLB 0 C 1� C33 3405 1550 1 Lc 0 D H TU 28-2 14680 3485 CJ 0 E HGUS26-2 5320 2155 1LE q F HGUS28-2 M61 Inlit ¢ I.') ¢ C ¢ M ¢ N ¢ ¢ 1 EO 9- -00 EJ9 H 8-0 -00 3235 I %H 6-00- J LIN OFA A C 4"x24" EJ SPECIAL U.iWZ VAC q o Q U) LL 0 LLI Z� J U¢ Z ETURN ❑ LLI EJ9 J O LL ¢�ul W IL Z ww¢ o , W fA W ¢=u uilwv 111 IS- m0 }co} F- wZ W 0 �YG LU -,Z a.�O ~Own, >zO _��-- K- EJ9 LIN OF Ai t ATT4EJ9 =UOwz LL cop �OVrn z-mowW ¢4-dW va Zw �_� w wOn W EJ9 z pa � F- EJ9 F1 J9A Oit 000 ceUaC5` LINE F PIG Y BAC jgram ¢} m cn n m ° J9A O _ J z wow ILLI 3'.2=_LL °-E Uw 0 EJ9 GER B 8'- 7 BLDR. /2" ZZ❑?:nWW �o z0W ~> EJ9 T P I 00JcnZ=O �LLGO OZw wL,6t❑.z �Zd�zz U❑ ZO ¢U� EJ9 ` QQ w Zt- l�-� Z f.. tlj cower ¢N ❑ ZSZ w� O W Z LL Z O LL > m LLI W �Z W w EJ9 08 5w5�0 j Q¢-"[[ 5Z' �� W c`nv�r0-Uv wZ< �Z Fyv -1 >1 E3 EJ9 CL a a �•n li1 CZ:W �FOa E19A LINE FPIG Y BA spcn �?p� E—p UQ 2%ll= o ZZU� wW¢� rY�zw �o¢S S�Z�C,) C7��Ky - OQ m J9A 2X L I GER B 8'- 7 BLDR. /2" ��_-W ❑n0Z wwcn~z�F=o �.GZO z Z�� wz ZpZO�� TOP @ E O' L - 'OOO W LAOZ Oir LY S�OZZ EJ9 -0 -00 ❑z >�z� UtrZO o>�� ❑O W H6» �� iOtww EJ9 o?¢n zones EJ9 ¢c> nes VAC EJ9 IN NE O A/H C ETUR E 8- -00 6-00- 9-00-00 ET Q Q a ¢ ¢ < a MGI CJ5 CJ3 CJ li v v v ROOF TRUSS 1 FQT4 ID MODEL ROOF UPLIFT SYMBOL 0 A LUS24 895 490 'ILA' �0w v 116 A HUS26 3335 1550 ALA 0 B HTU28 14680 12140 SLB 0 C H H U S26-2 3405 1550 1 Lc 0 D H TU 28-2 14680 3485 a LID 0 E HGUS26-2 5320 2155 1LE 0 F HGUS28-2 7460 3235 1 LF 0 G HGUS26-3 5230 12155 1 EO 0 H HGUS28-3 17460 3235 I %H 0 J HGUS210-4 9100 4095 L� K SPECIAL U.iWZ 25-08-00 24-06-00 28-02-00 o C? = W o �0w v C>eDU Z_ Cl) O F� Q W n •ese•e• e •e = 0 1- O • V E •. e • NE . • nW�Z • • e s e •� ��, RO1 620 U0 N •• /v/\►• ®: p W n W sP•� ••e O O se ••�C, �j C? 00_J J I- 1L F U.iWZ q o Q U) LL 0 LLI Z� J U¢ Z w ❑ LLI Q 0- J O LL ¢�ul W IL Z ww¢ o , W fA W ¢=u uilwv 111 IS- m0 }co} F- wZ W 0 �YG LU -,Z a.�O ~Own, >zO _��-- K- C? =UOwz LL cop �OVrn z-mowW ¢4-dW va Zw �_� w wOn W O� TnQ z pa � F- ❑ nnZ� U zpz Oit 000 ceUaC5` 7 0� jgram ¢} FaWzoo CnZ67 �Z 02 Z� Qr- O _ J z wow ILLI 3'.2=_LL °-E Uw 0 ~'LIZ ZZ❑?:nWW �o z0W ~> o 00JcnZ=O �LLGO OZw wL,6t❑.z �Zd�zz U❑ ZO ¢U� ` QQ w Zt- l�-� Z f.. tlj cower ¢N ❑ ZSZ w� O W Z LL Z O LL > m LLI W �Z W w -1 08 5w5�0 j Q¢-"[[ 5Z' �� W c`nv�r0-Uv wZ< �Z Fyv -1 >1 ZZZO w�wm �•n li1 CZ:W �FOa ��05FWm0-,� spcn �?p� E—p UQ 2%ll= o ZZU� wW¢� rY�zw �o¢S S�Z�C,) C7��Ky - OQ m F uiw0 0 0 ��_-W ❑n0Z wwcn~z�F=o �.GZO z Z�� wz ZpZO�� Utz O' - 'OOO W LAOZ Oir LY S�OZZ W -0 -00 ❑z >�z� UtrZO o>�� ❑O W H6» �� iOtww U�<4Up z=�ulo� o?¢n zones 3: LL o[ W ¢c> nes o C? = W o �0w v C>eDU Z_ Cl) o Q W n o N = 0 1- O nW�Z o U0 N C? W n W 00_J J I- 1L F U.iWZ q o Q U) LL 0 1 Q 0- a. Q Z o W 0 n t— 60 wOn W n � F- I_ LL o �. to N 0 0 0 v -03-00 0 Qo 0 A 0 O m dI 0 0 0 0 NOTES: 1. ALL TRUSS TO BLOCK CONNECTIONS TO BE SIMPSON META12 W17 -10d x 1 112" UPL. 14509. 2. ALL TRUSS TO FRAME CONNECTIONS TO BE SIMPSON MTS12 Wi 14-10d x 1 1;2" UPL. 1000#. 3. ALL OTHERS ARE SHOWN ON TRUSS LAYOUT. SEE STRUCT 5} 2 FOR LEDGER SPECS LEDGER BY PLUM BLDR LEDGER DETAIL OM DETAIL Hatch Legend 10'-8" BEARING CONCRETE PARTY RAKE WALL Q O m E a z s R o O LL. �.i O Z R r� ca V C L {� C/) L C � O CL r C LJ 3 a� cII 'o L L o � r �NO n N _-LL 1: in o o U M o U Qi iE "O (j) x� T _ Co L �2.(D o © 5 4 LE o ti 60 Z (3)� N I� ¢ co ...o 0 r� o� d C EUE� o G cc 0 Lr �q Z O 0 N O y (� L 0 C m -0 o as o o 0) n- 0 U- 5 ti 0 cn a` _ L v E n Z N a� r� :. NOTE: ATTACH PREHUNG DOOR TO 1x4 P.T. WITH COUNTER SUNK 1/4" x 2 1/2" TAPCONS AS PER MANUFACTURER INSTRUCTIONS. RECESSED PRECAST s: HEADER MASONRY WALL 1X4 #2 Y.P. PRES. TRTD (HEAD AND JAMBS) IJ NTERIOR XTERIOR—/ TYP. EXTERIOR PREHUNG DOOR OPENING SCALE: N.T.S. z Lu a. O C� ° -DRYWALL 0 1 x4 SYP BUCK STRIP J INTERIOR z ATTACH TO MASONRY PRECAST SILL EXTERIOR MASONRY WALL ALUM. WINDOW L NOTE: ATTACH ALUM. WINDOW TO BUCK STRIPS WITH 1/4" x 2 1;12" TAPCONS AS PER WINDOW MANUFACTURER INSTALLATION GUIDE TYP. EXTERIOR INDO OPENING SCALE: N.T.S. HEADER ° ^• 3112" NOTE ATTACH WINDOW T 1x4 P.T. #2 SYP W! COUNTER SUNK '104"x 2 1/2" TAPCONS AS PER MANUFACTURER INSTRUCTIONS —fir T -NAILS 1 112" @ 12" O.G. GROUTED DOWEL LAPPED CELL W/ WALL REINF. #5 CORNER BAR ALL LAPS ARE 25" MIN DOWEL LAPPED W/ WALL REINF. CONC. BLOCK CORNERSCALE: N.T.S. VENT THRU ROOF DISTANCE FROM DRYER TO VENT NOT TO EXCEED 25'\L e I I I SEE FLR PLAN FOR CEILING HEIGHTS I � II DRYER VENT I � I II HANSON BOXI I II II II I I DISTANCE EQUALS ONE STUD SPACING j I I I' I I I LE II RECESSED 4" I U FINISHED AREA II ,I I 4" CLEARANCE NOTE; RECESS IS TO BE DRYWALLED W! CORNERBEAD AT 4 EDGES AND PAINTED COLOR OF WALLS TYP. LAUNDRY DETAIL N.T.S. DESIGN NO. 0906 Bearing Wall Rating — 2 Hrs. Nonbearing Wall Rating — 2 Hrs ,/8" Q 2 »110011oa110011001oE 1 HORIZONTAL SECTION r ,1 1. Concreteo Blocks — Nominal 8 x 8 x 10 hollow w 1" , has 1;'2 hour fire rating vv /7 5/8" drywall 'w/ 1/2 hour F.B r „x r,.d finish each side 709.2.1 4B .0 o t u nlsh @ext ri 2. Mortar Blocks laid in full bid of mor. tar nom 3/8 h less than 2-1/4 and not more than 3-1/2 parts of cl sand L ^ �o 1 part Portland cement 'pr,,p..1r ti ned by volu not more than 50 percent hydrated lime (by cement ,c Vertical joints are to be staggered. 3. Portland Cement Stucco or Gypsum Plcster — Add 1/2 h classification if used. Attached to concrete biockes (!ter FIRE WALL DETAIL SCALE : N.T.S. fil ,r �) lu :)L n (2) 112" X 8" J BOLT FILLED CELL {TYP) MIN. fi" EMBEDDED 8" CMU W/ 3000 PSI IN CONIC. W12" DIA CONC. & LINTEL W! WASHER 1 #5 DIA MIN. LAP 25" #2 S.Y.P. ** MAXIMUM _ HEADER STUD(S) ULL (S) STUD(S) @ * STRAP(S) @ EA (2) 2" X 12" #2 SYP �Wf 112" SPACER > SIZE -� @EACH END EACH END I (2) 1 ! IMPSON HUS 210 2FF 18-164 2160 UPL I 1 1 (2) 2 x E 8'-0" 16 2 I r ai ,, of s . an e) SIDES OF OPENING LOAD BEARING WALLS HEADER/STUD/STRAP Cl ­ #2 S.Y.P. ** MAXIMUM _ HEADER STUD(S) ULL (S) STUD(S) @ * STRAP(S) @ EA HEADER SIZE SPAN @EACH END EACH END END OF HEADER (2) 2 x 6 6'-0 1 1 1 (2) 2 x E 8'-0" 2 2 2 (2) 2 x 1 10'-0" 2 2 2 T. * SIMPSON LSTA 12 OR SOUTHEASTERN METALS RTPGA 1212 WITH SIM ting SP4 OR SOUTHEASTERN METALS TPP4, Is PROVIDE 1 SIMPSON SP4 OR SOUTHEASTERN METALS TPP4 AT THE not BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENING. ar P M d ** ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL B NOTED ON THE ROOF FRAMING PLAN. ir )tHEADER DETAILS E 001 (2) 1/2" X 8" J BOLT MIN. 6" EMBEDDED FILLED CELL (TYP) IN CONC. W/2" DIA 8" CMU WI 3000 PSI CONC. & LINTEL W/ WASHER 1 #5 DIA MIN. LAP 25" (2) 2" X 12" #2 SYP �W/ 112" SPACER I I I SIMPSON HUS 210 2FF 18-16d 2160 UPL f I OOD OR LAMINATED BEAD HANGER DIET AAI I-N.T.S. FASTEN TO TRUSS W/ 7-10d X 1/2" COMMON SIMPSON MTS 12— (4) 3116" X 2 114"— TAP-CON SCREWS -PRE-ENGINEERED TRUSS /—CONT. LINTEL BLOCK CONIC. BLOCK WALL PRE—ENG. TRUSSES SEE TRUSS PLAN FOR STRAP SEE FLOOR PLAN 2 — 2x ##2 SYP W/ 1/2 ' BEAM OR LVL SIMPSON PC44 UPL 142 14 — 164 TOTAL ISIMPSON PC66 UPL 14 6 — 16d TOTAL SIMPSON PC88 UPL 14 6 — 16d TOTAL SI/MPSON ABU44 4" X 4" 2 SYP POT TO POST �0(1) COMMONS5/8' (8x8 2— >"} 6" X 6" #2 SYP P03T EXP. BOLT TO SLAB 8" X 8" #2 SYP P T SIMPSON ABU66 UPL 23 0 12 — 16d SIMPSON ABU88 UPL 23 0 18 — 16d �1)5 REBARI I8 SDS 44 x 3 BASE 2 5/8" N.--\ W a 1 d a• a a D 'INo D D co a SEE FOI INDATION PLR FTG SIZE 4" 8" POST BEAM DETA SCALE N.T.S. SEE ELEVS FOR PITCH SHINGLES COMP FELT. 15# 4'-0" x 8'-0" OSB NAILED @ 6" Q.C., GABLE END @ 4" Q.C. SEE ROOF FRAMING PREFAB WOOD ANCHORS TRUSS TRUSSES /MTE 24" AN OR EI A. END P.T. 1x2 W/ GALV. MTL. DRIP / W82x4 SUBSCI D YWA R-3 WN OR FASCIA W1 2X6 8x8 CONC. "U" BLOCK BATTEN MIN. FASCIA'! I TIE -BEAM W! 1 #5 OPTIONAL s' REBAR CONT. FILLED V-4" • • �-1/2" DRYWALL REINF. CONC. LINTEL FINISHED SOFFIT W/ OVER OPNG. SCREENED VENTS ALUMN. FRAME WINDOWS CAULK AROUND WINDOWS STOOL PRECAST CONC.-­,,,,.., jT-10 (2hr) W/ 1/2" P.T. FURRING I� @ 616" O.C. w! 1/2" DRYWALL I 8x8xl6 CONC. BLOCK I BASE TRIM W/ CENTITIOUS FINISH (SEE ELEVS). I I� lzrEi FINISHED GRADE �r AND / .. I , \%\%\%\ • ®>• i W' `® \\\MONO CONIC. SLAB (c�3000 ppsi REINF. //\//\// W/ 6x6 10/10 W.W. MES ETON Vh.POR \ \ TERMITE TREATED FILL (TYP). 3 # x 16" CONIC. FTG. BARRIER ON CLEAN, COMPACTED W1 --j 20" NOTE: FIBER MESH ADDITIV5 MAY BE 3 #5 REBARS CONT. SUBSTITUTED FOR 6x6 W.W. MESH. TYP PARTY WALL SECTION END UNITS AND EXTERIOR WALLS PAR -TY gg��, WALL 1L.J' ET LS SCALE: N.T.S. 1" SHEATHING @ 2 HOUR FIRE RATING @ 4'-0" OF EACH PARTITION WALL. T-10 (2hr) w/ 1" P.T. FURRING 616" O.C. w! 1/2" DRYWALL EACH SIDE 2 Trl F LY SIMPSON SPH4 10-10d x 1 1/2 COMMON STUD A 2x4 #2 SYPBFLA BLOCKING C9 PLY JOINTS (IF APPLI 2x4 #2 SYP FIRE @ WALLS OVER E 2x4 #2 SYP STU (AS SHOWN) 16" LL 16"x8" CONC. LINTEL W/ 2 #5 REBAR CONT. Wr MIN, 25" OVERLAP ALL AROUND > 2x4 #2 SYI BOTTOM PL 8"x8" FILL CELL W/ 1 #5 REBAR FROM FTG TO LINTEL W/ #5 REBAR OVERLAP EACH WAY 11n/2" �•v 36" VA- YY/ L. 0 1 CGL WASHER TYPICAL FRAME WALL DETAIL EA. STUD) I U- I VU x I I/ L 1 /_40# UPL COMMON STUD AND PLATE SCALE: N.T.S. L L a a U Q 2 L U LL E a Q LL s V SINGLE EDGE SPACING CREATES UPLIFT 578 Ibs DOUBLE EDGE SPACING CREATES UPLIFT 474 lbs SCALE N.T.E. PANEL ATTACHMENT FOR UPLI F SEE ELEVS FOR PITCH SHINGLES COMP FELT. 15# 4'-Q" x 8'-0" OSB NAILED 16"x8" CONIC. LINTEL W' 2 #5 @ 6" O.C., GABLE END @ REBAR CONT. W% MIN. 25" 4" O.C. OVERLAP ALL AROUND '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �OLU NAIL SPACING @ :, °zQ ° INTEROME DIATE FRAMING ° I I , ��0 co O O dJCO �r o O I EC O L0 o c ° CD O �. LL! 0 W ca oOJQ I i 8"x8" FILL ELL W1 1 REBAR I �E�01 tETG T LNEEL�VL#5 REBAR OVERLAP EACH WA j I U) LL M O LUWZ ° Z Q ��� 00 N O O O O z O N CD O O 1� O O ZO i� 16"x$" O O O 1 CD Z5" OVERL PALL AROUND C y 'Co co Z F' O I � O LLI J CO Q ° O O ° w ° ° n O O O O ° 11 ALTERNATE SPACING ° PER TABLE 305N1 O O O o O O O O O O O O O O O O O O O O SINGLE EDGE SPACING CREATES UPLIFT 578 Ibs DOUBLE EDGE SPACING CREATES UPLIFT 474 lbs SCALE N.T.E. PANEL ATTACHMENT FOR UPLI F SEE ELEVS FOR PITCH SHINGLES COMP FELT. 15# 4'-Q" x 8'-0" OSB NAILED 16"x8" CONIC. LINTEL W' 2 #5 @ 6" O.C., GABLE END @ REBAR CONT. W% MIN. 25" 4" O.C. OVERLAP ALL AROUND '� -------------- 8"x8"I F-RD11F REBAR SEE ELEVS FOR PITCH SHINGLES COMP FELT. 15# 4'-0" x 8'-0" OSB NAILED @ 6" O.C., GABLE END @ 4" O.C. SEE ROOF FRAMING s\ • PLAN FOR TRUSS >� > ANCHORS I' P.T. 1 x2 Wl GALV. ' MTL. DRIP Till EACH WALL SEGMENT TO--/'� HAVE 8"x8" FILL CELL W/ 1 #5 REBAR FROM FTG TO LINTEL a�PARTY WALL CONNECCTT[ON (TYP) I I I L L gl'iJ "I L 1x8 P.T. FASCIA W/ 2X4 SUB FASCIA Wl 2x6 FASCIA OPTIONAL FINISHED SOFFIT W/ SCREENED VENTS 1/2" P.T. I 112" P.T.- T-10 (2hr) w/ 1/2" P.T. FURRIN BASE TRIM 1 BASE TRIM + @ 616" O.C. wl 1/2" DRYWALL L L I L . — - FINISHED GRADE >j Ib , cfl — r l 4 MONO CONIC, SLAB x73000 si REINF. , \ \i\ \ \ \ \ \ i ///////// �v. 6x6 10.10 W.W. MESH VAPOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MCONIC. SLAB 300 %, /�/�, /�, , /�, /�, /�, , /�, /�, /�, /�. /�. /. BARRIER ON CLEAN, CONIPAGTED,/ ONO @ 0 psi REINF. W, 6x6x10 „ , /,�//,�//,�//.� /./.\//.�//,�//. //.�//,\//.\//.�//.\ W.W. MESH ON VAPOR BARRIER ON CLEAN, 20"x 4 MONO CONIC. SLAB @ 3000 psi REfNF. W/ 6x6x10 W.W. MESH ON VAPOR TERMITE TREATED FILL (_TYP). 20" NOTE: FIBER MESH ADDITIVE MAY BE 2Q" 20" x 16" CONIC. FTG. W/ BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL {TYP). 3 #5 REBARS CONT. 20"x16" CONIC. BEARING COMPACTED, TERMITE TREATED FILL (TYP). SUBSTITUTED FOR 6x6 W.W. MES!-(. it i : FIBER MESH ADDITIVE MAY BE SUBSTITUTED Note: MESH ADDITIVE MAY BE SUBSTITUTED FOR 6x6 W.W. MESH.FOOTING W/ 3 #5 REBAR Note FOR 6x6 W.W. MESH. PARTY WALL CONNECTION POINTS PARTY WALL CONNECTION POINTS THERE PARTY WALLS MEET AT (TYP} PARTY WALL SECTION WHERE CENTER PARTY WALLS MEET EXTERIOR PARTY WALLS -J MAIN PARTY WALLS W Z W °0 W: a Z W W Co i -C 1z Raw wwc ¢i,~LLL+WU m0 Ww w:JUS 0>0 c 7°=OC �p <=-z' [y����o >z�r°W 3 w z_u LLmF�= Y�L~l Z0='Ou+C �d =L, o�zcn adz aE�w= [ u+ LLI `J. W !- W O OpZw z0z C9Vn°.C�O ��oT,3mo zawzz° C? zp DWp n n Foo ¢w 1252 _ ��wow 2o=was ow 06 ¢z~° oQ��=z zz p0- 0, 0o 0z z,` =° o z< 0. --<2 01-, viF=� W Zza�zpJ - �uoLLow Wz CnWg wWV80°m a QQrrW 0wco ��aoz� ~LL goo !-F�[L' W 1=-p mZLLZO> muLLl. LLZin w�O��uiaui?OOFUw L Oao Cn F- W J W a U)cnZ0 zzo� n gZ n'u+�w KO wzz zz=� w[nu,m a°J0,. C1- NOS 0000 N W sG9=j Jp UO 2m° ZZUK ��Z [u �wz�pco Wwarr �p¢� o�-�LL [na iu+o �� -w wwcoz zo[__ iZ[ 00 Viz 500z=�z°°W �z�oz .IMZO r°O ao=� .°wW apoowco -¢�oo�n iu[nLo� w�� c=g=�FzzW LLI wpW PwW oOaa..z�o�>Q���❑ >F- o>�=0=a0_wwz=tWLL oz_dS Zopw 3ru_<00=M <00> � I � ji �OLU L :, °zQ I I rn o I I , ��0 co U) M co LLJ •�oN dJCO �r I I EC cmc E I I c ° >o X Q woU O �. LL! 0 W ca oOJQ I i 8"x8" FILL ELL W1 1 REBAR I �E�01 tETG T LNEEL�VL#5 REBAR OVERLAP EACH WA j I U) LL Tai `C Co EB v LUWZ E � rn w Cy E ��� 00 z�ru f i i1 I �0 ~'_�.. C O N O 1� O I 1 ILLI 16"x$" i CONC. LINTEL 1 ` I Z5" OVERL PALL AROUND C y 'Co co Z F' I � -------------- 8"x8"I F-RD11F REBAR SEE ELEVS FOR PITCH SHINGLES COMP FELT. 15# 4'-0" x 8'-0" OSB NAILED @ 6" O.C., GABLE END @ 4" O.C. SEE ROOF FRAMING s\ • PLAN FOR TRUSS >� > ANCHORS I' P.T. 1 x2 Wl GALV. ' MTL. DRIP Till EACH WALL SEGMENT TO--/'� HAVE 8"x8" FILL CELL W/ 1 #5 REBAR FROM FTG TO LINTEL a�PARTY WALL CONNECCTT[ON (TYP) I I I L L gl'iJ "I L 1x8 P.T. FASCIA W/ 2X4 SUB FASCIA Wl 2x6 FASCIA OPTIONAL FINISHED SOFFIT W/ SCREENED VENTS 1/2" P.T. I 112" P.T.- T-10 (2hr) w/ 1/2" P.T. FURRIN BASE TRIM 1 BASE TRIM + @ 616" O.C. wl 1/2" DRYWALL L L I L . — - FINISHED GRADE >j Ib , cfl — r l 4 MONO CONIC, SLAB x73000 si REINF. , \ \i\ \ \ \ \ \ i ///////// �v. 6x6 10.10 W.W. MESH VAPOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ MCONIC. SLAB 300 %, /�/�, /�, , /�, /�, /�, , /�, /�, /�, /�. /�. /. BARRIER ON CLEAN, CONIPAGTED,/ ONO @ 0 psi REINF. W, 6x6x10 „ , /,�//,�//,�//.� /./.\//.�//,�//. //.�//,\//.\//.�//.\ W.W. MESH ON VAPOR BARRIER ON CLEAN, 20"x 4 MONO CONIC. SLAB @ 3000 psi REfNF. W/ 6x6x10 W.W. MESH ON VAPOR TERMITE TREATED FILL (_TYP). 20" NOTE: FIBER MESH ADDITIVE MAY BE 2Q" 20" x 16" CONIC. FTG. W/ BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL {TYP). 3 #5 REBARS CONT. 20"x16" CONIC. BEARING COMPACTED, TERMITE TREATED FILL (TYP). SUBSTITUTED FOR 6x6 W.W. MES!-(. it i : FIBER MESH ADDITIVE MAY BE SUBSTITUTED Note: MESH ADDITIVE MAY BE SUBSTITUTED FOR 6x6 W.W. MESH.FOOTING W/ 3 #5 REBAR Note FOR 6x6 W.W. MESH. PARTY WALL CONNECTION POINTS PARTY WALL CONNECTION POINTS THERE PARTY WALLS MEET AT (TYP} PARTY WALL SECTION WHERE CENTER PARTY WALLS MEET EXTERIOR PARTY WALLS -J MAIN PARTY WALLS W Z W °0 W: a Z W W Co i -C 1z Raw wwc ¢i,~LLL+WU m0 Ww w:JUS 0>0 c 7°=OC �p <=-z' [y����o >z�r°W 3 w z_u LLmF�= Y�L~l Z0='Ou+C �d =L, o�zcn adz aE�w= [ u+ LLI `J. W !- W O OpZw z0z C9Vn°.C�O ��oT,3mo zawzz° C? zp DWp n n Foo ¢w 1252 _ ��wow 2o=was ow 06 ¢z~° oQ��=z zz p0- 0, 0o 0z z,` =° o z< 0. --<2 01-, viF=� W Zza�zpJ - �uoLLow Wz CnWg wWV80°m a QQrrW 0wco ��aoz� ~LL goo !-F�[L' W 1=-p mZLLZO> muLLl. LLZin w�O��uiaui?OOFUw L Oao Cn F- W J W a U)cnZ0 zzo� n gZ n'u+�w KO wzz zz=� w[nu,m a°J0,. C1- NOS 0000 N W sG9=j Jp UO 2m° ZZUK ��Z [u �wz�pco Wwarr �p¢� o�-�LL [na iu+o �� -w wwcoz zo[__ iZ[ 00 Viz 500z=�z°°W �z�oz .IMZO r°O ao=� .°wW apoowco -¢�oo�n iu[nLo� w�� c=g=�FzzW LLI wpW PwW oOaa..z�o�>Q���❑ >F- o>�=0=a0_wwz=tWLL oz_dS Zopw 3ru_<00=M <00> � O LL D O C (u U) 04_0{a U) C C O Q ~' 0 (.0 C U CD d Q U�� U} o cC6o E q} E„ o U Cl) V- C Q) v`�x0 o o_� L U_ Q2� o L_ w cto Lo 0 ti C: Q? Q �¢� N F O oziv n` C) E .. o z��c a ° i L � M LO U r- O 0 RI CN m u� L,r? � m a� >. Q M o v� c LL - 0 co a`_ t-- CD z a� a� Li C; EL 0 `- �OLU L :, °zQ rn o co ��0 co U) M co LLJ •�oN dJCO �r LU zZ EC cmc E LU 0 © c ° >o X Q woU O �. LL! 0 W ca oOJQ 6 �3 LI J -°p U) LL Tai `C Co EB v LUWZ E � rn w Cy E ��� 00 z�ru �0 ~'_�.. C O N O 1� O I 1 ILLI _CO W O ,_,,3 C y 'Co co Z F' LJ v � O LL D O C (u U) 04_0{a U) C C O Q ~' 0 (.0 C U CD d Q U�� U} o cC6o E q} E„ o U Cl) V- C Q) v`�x0 o o_� L U_ Q2� o L_ w cto Lo 0 ti C: Q? Q �¢� N F O oziv n` C) E .. o z��c a ° i L � M LO U r- O 0 RI CN m u� L,r? � m a� >. Q M o v� c LL - 0 co a`_ t-- CD z a� a� L co m EC z c Z G O O LL D O C (u U) 04_0{a U) C C O Q ~' 0 (.0 C U CD d Q U�� U} o cC6o E q} E„ o U Cl) V- C Q) v`�x0 o o_� L U_ Q2� o L_ w cto Lo 0 ti C: Q? Q �¢� N F O oziv n` C) E .. o z��c a ° i L � M LO U r- O 0 RI CN m u� L,r? � m a� >. Q M o v� c LL - 0 co a`_ t-- CD z a� a� l i I-- %W If •i I-- i i R &-IF %I \ SCALE: 118" = V-0" Section 1016.1 IBC To prevent fire extinguishers from being moved or damaged, they should be mounted on brackets or in wall cabinets with the carrying handle placed 3-1/2 to 5 feet above the floor. Larger fire extinguishers need to be mounted at lower heights with the carrying handle about 3 feet from the floor. Table 1016.1 provides the limitations on travel distance based on occupancy and the installation of a sprinkler system. For most nonsprinklered occupancy groups, this distance is 200 feet. With a sprinkler system installed, this distance increases to 250 feet, but for B occupancies, it increases to 300 feet. Nonsprinklered Groups F-2, S-2, and U are limited to 300 feet (400 feet when sprinklered). Group I and H occupancies have various travel distances listed, but are limited to only sprinklered buildings, since these occupancies are required to be sprinklered per Section 003.2. OCCUPANCY CLASSIFICATION: R-2 Q W J W Q rC W 0 Z } Z W ` m J IL0 W t}L p 2: 'n CO 2 } ZLLI W r- < - z F COQ OwLU LLJ >V) ¢`O W 0> JO KLU � woo= W JZ QCO 20� Jp QH S o W W LL¢` > z� i- U!^ W ZZ LL LL I LLmix-=� RU) }�moww W'D W CL wopzL F LLID p ° LL �zzw z -1z OE5az�� m¢ Wz 2 (7 C7 C3 � oW¢�W-Z 2'=05& oW < W U� WCw KWv-LLz OW Jz: P.LLCLO 2O� zOF-pw W LK LI Q,Z r,¢Up ZCn0 W W OO Ja) ZKD wpQF-p�O ° W ZO cLK JZ O -LL LLLLQO �Z �-� ZZ 00 QCJ Zz =z0� ~0Z WZ nw� LU LU OC>m ozPg�mLu xQ z5o '<nW z=z mz°LLzow �F Wiz' W W KO W~O 000F- > LL LL Z' K=0Q ���W mL)_�-L)- 10 wJ °Qo QQco co . O z2 �0,,=-u KZ LLIJZ zz�nW0WmaoLO�o� =0 cozOa. 00 �wmo x�5x50o °- cf L) -LLI W`z�L) �OQx W zm°� 0Q ~xC7 7�F-w wwwn z�S0U z W LL W C) Q O Z S Q Z O 2 w F z L'jp Z Z~; -i = z 0 !- CJS CD== V 2 W W Q Q Ci ° ILI U -100tl] LLIGO�� W F-K��CCK SOFZZuI W w0 W �":zLLI G0 Q:-5Ld U�QQO� >Z� O>�K pKaaO�-�W ZCf 2� u0 p OZQQ zp W 2i LLQVCDKK <L) LL� = W O CE ❑ �- �o O U U Z_ Cl) W ❑ _ J O � ❑ M U) M W o Z UNO LLLI 0 w OOco LJ co I.% r Uj 2 uJ Z W W QCT �¢O O ❑ I— W O � w C0❑F- Z F LL O Cit (� N O M N .0 r � LL —aCb 00 co �o�E LLi C CA �- , o Q) C) �o ,C co: =t-j�� L IN 0 LJ v O �En X C ca y LLJ O�*� LL QNB 0 a 0 °a L` _j co y o o °� 6ti ro tr Etc rrQ. �J o L ULl`I �¢ I o°o� �o 0, 3 �,o� m m z �a- { n � J '- 6 v i[ E yO WLR Za a. L,=v0 N m 'D N O o LLI 0 Q = O Cit (� N O M N .0 r � LL —aCb L � o �o�E r N_� Lt' �- , o (!) co =t-j�� L L �En X C ca y F- LL QNB 0 N nn� L.J. 6ti ro _a U- rrQ. �J ID �¢ I o°o� m m z �a- E {� Za a. aCr m z o - O Cit (� N O M N .0 r � LL —aCb L � o �o�E r N_� Lt' �- , o (!) co =t-j�� L �L �En X C ca y F- LL QNB 0 N nn� L.J. 6ti ro _a U- >03� ID �¢ I o°o� E E. C: z �a- {� Za a. O m in U -I--+ rCU V i � ' f"' CO y--- -d--s C O O ZT J \L z U N O O Cit (� N O M N .0 r � LL —aCb L � o �o�E r N_� Lt' �- , o (!) co =t-j�� L � .O_ �En X C ca y F- LL QNB 0 N nn� L.J. 6ti ro z (i} >03� ID �¢ I o°o� E E. o z �a- a� Za a. o m in U O Cit ti C) N .0 r 0 U) L � o n r N_� Lt' y c� 0 (!) co Cl) a. F- LAv v \ 2„ w Dit 3 S,L�OI1 �Eo1 311 2" \N 10U� , NNO�E C. allos��1P PLUMBING RISER �O SCALE : N.T.S. 2'L-\ 2" �U SINK � OF� -�O 1N�E�C�P PLUMBING RISER SCALE: N.T.S. ELL'CTI ICAL NOTES: PLAN LEGEND UNLESS OTHERWISE NOTED 1. ALL EXTERIOR RECEPTICALS SHALL BE WEATHER PROOF AND G.F.I. 2. ALL BATHROOM, KiTCHEN, AND ANY P\ECEPTICLES WITHIN (6) OF ANY SINK L-) SHALL BE G.F.I. 3. ,ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHER PROOF. 4. ALL LIGHTING FIXTURES ARE TO BE SELECTED BY BUILDER AND PURCHASED S AND INSTALLED BY BUILDER OR ELECTRICAL CONTRACTOR. 5. BUILDER SHALL COORDINATE METER AND SWITCH GEAR LOCATIONS WI = 10000 = 15000 LOCAL POWER COMPANY. 6. ALL LIGHTING AND RECEPTICLES SHALL BE INSTALLED IN ACCORDANCE WITH 8.331 ALL CURRENT FLORIDA BUILDING CODES AND LOCAL CODES. 7. RO%1EX MAY BE SUBSTITUTED FOR WIPE AND CONDUIT SYSTEM FOP. Ss BUILDING INTERIOR ONLY. 8. PROVIDE TIE HANDLE FOR DISH WASHER AND DISPOSAL CURCUIT BREAKERS .I (ONLY IF ONE CURCUIT SUPPLIER. BOTH). 9. ALL DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED IN ' ACCORDANCE TO N.E.C. 110-22. '10. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR, TO S4 CEILING TO BE CENTERED OF THE BOX TO BE AS FOLLOWS: WATER HEATER GENERAL 12" A.F.F. �• KITCHEN 44" A.F.F. = 34,452 RANGE 2" A.F.F. = BATHROOM 39" A.F.F. --° LAUNDRY AREA 36" A.F.F. SS EXTERIOR WATERPROOF 12" A.F.F. 11. ALL TRIM PLATES & DEVICES TO BE GANGED WHERE POSSIBLE. 12. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 13. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL 15 BE DONE IN STRICT ACCORDANCE W/ THE NATIONAL ELECTRIC CODE, 13 CURRENT REQUIREMENTS, BY A LICENSED ELECTRICAL CONTRACTOR WHO 10 1 SHALL BE RESPONSIBLE FOR ALL INSULATION AND SIZING OF ALL RECEPTACLES ELECTRICAL. WIRING, AND ACCESSORIES. 14- SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA S NATIONAL FIRE ALARM CODE, CHAPTER 7 . ARTICLE 760 OF THE NATIONAL EQUIPMENT - I 1 REQUIREMENTS. curl \EMENTs. ELECTRICAL RIvAL CODE CURRENT RE . LEC 15. ALL BATH EXHAUST FANS SHALL BE VENTED TO OUTSIDE PEP: FLORIDA D BUILDERS, S CODE CURREN- REQUIREE MEN -n.- -_ - -- - - - -- - - 16. EVERY BEDROOM IS TO HAVE AN ARC FAULT iNTERUPTER OUTLET AS PER S.D. N.E.C. 210-12, CURRENT REQUIREMENTS. 17. SWITCHED LIGHTING (210-70, N.E.C. CURRENT REQUIREMENTS). 18. ELECTRICAL FOP. HVAC UNIT PLACENIENT IN ATTIC IS TO BE PROVIDED AND ) PLACED BY LICENSED ELECTRICAL CONTRACTOR AS PER NATIONAL LIGHTS 14 15 8 ELECTRICAL CODE CURRENT REQUIREMENTS. WATER HEATER NOTES 1. WATER. HEATER TO BE TAVKLESS TYPE UNiT. 2. WATER HEATER T&P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR. 3. WATER HEATED: AT OR ABOVE FLOOR SHALL HAVE A PAN WI DRAIN TO A.1C COiviPRESSOR EXTERIOR. 4. WATER. HEATER SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. Ci'L I ` i C/L -- -- - - ---- 1- -- ---- ELEC. 10T1 E 1 X _ I L = j_I ?HONE LIGHT l -I v /$--_--- - J - - - - Eo- �! -- _ PL COP,IC I, _ %~ HVAC ELEC 1� SEE ELEC. ✓�: _I FI r- ; y,tA� ' RETURN ELEC. NOTE 1 CNID 1! TN �-TAi JKLESS %1L LI�1 GHT G. I I I FA's J I -4 w p. FI S GFI loeAN AN I� - 1111 -I 220v 1-1 zz0 u 1 C1L� , INNER UNIT ELECTRICAL PLAN C/L SCALE: 11,1"= V-0" I I CIL ELEC. VOTE 1 -_ I I PHONE V \iFANit L I l\ -i J PHCNE� i so LIGHT SD f -�- -- - i - -_ [7 ATTIC -� \\ PL. CORD\. HVAC ELEC SEE ELEC. NOTE 181 'I - ! Grl - HVAC GFI RETURN - - ELEC. NOTE 1 - - - p A C19D VTANICLESS W.H. I II f- LIGHT (o - GFi GFI' GFI 3 GF�J FORFAN - - -- - - i FAQ - 22 i W -LL 7 a - _ ELEC. kIOTE 1 C-.-_ LA -_ - - - -- -- ' C/L - - - _ -- -- END UNIT ELECTRICAL PLAN C SCALE: 114"= V-0" E,LE,�TR1CAL PLAN LEGEND LIGGH T S - STANDARD CEILING MISC. ' RICAL ELECTRICAL S� n�� � ���� 1 L-) Coordinate location with civil drawing, owner, and utility company prior to rough -in. Provide meter labeling as required by utility companv. sq.ft. x 3.0 = I Provide hard wired surge protective device of same manufacturer as PaneUMeter Center a CEILING FAN PREWIRE S STANDARD 4500 RECESSED CAN = 10000 = 15000 OR BRACE W/O LIGHT SUB TOTAL = 8.331 }NATER PROOF CAN RANGE = 9000 Ss 3 -WAY FIRST 10,000 V.A. @ 100°10 = 10000 DRYER .I 5500 REST OF V.A. @ 40% = 9452 ' EYEBALL = 9000 S4 = 15000 WATER HEATER = �• CEILING FAN PREWIRE = 34,452 4 -WAY' = EXTERIOR WALL LIGHT --° OR BRACE Wi LIGHT SS TOTAL WATTS 34,452 DIVIDED 0 VOLTS 240 TOTAL AMPS f� OF PANEL LOAD 143 -55 \1 REFRIGERATOR = 1500 I I I I CEILING FANS = 1500 WELL PUMP (OPTIONAL) _ (4500} 5 -WAY 15 13 40 10 1 AVC CONIPRESSOP RECEPTACLES DOUBLE FLOOD LiGHT - TYPE : SQUARE "D" ( or equal S EQUIPtv1EN i EQUIPMENT COIND AMPS CRCT SERVICE : 3 - 210 ;'VIRE SMOKE DETECTOR D DiM1lER 12 20 2 SINGLE FLOOD LIGHT S.D. REFRIGERATOR 12 20 4 0UTi DP.1'ER LIGHTS 14 15 6 ) BATH FAN LIGHTS 14 15 8 9 I 30 10 --- --- FLUORESCENT FIXTURE 1 14 1 15 10 POLES : 30 11 110 VOLT DUPLEX 13 40 10 A.1C COiviPRESSOR " 'ZG EXHUAST FAN l MAIN BUS 1 50 AMPS i5 1 RECEPTACLES '14 I 15 16 17 45 8 AHU GARAGE DOOR OPENER 19 220 VOLT ' j' s; CHANDELEIR �' BUTTON (GARAGE) 14 15 22 1 I GROUND FAULY IN T ERUPTER (GFI) GFI KITCHEN (KITCHEN) UNDER CABINET LIGHT 1 14 15 24 DISCONNECT 25 20 14 SMALL.APPLiANCE GFI (KITCHEN) PLANTSHELF LIGHTING PANEL LOCATION : HALL`;`. Al' ELECTRICAL PANEL li 110 VOLT SPLIT SWITCHED 1 15 14 GFI (EXTERIOR) SPARE D BATT -I, FAN ! LIGHT COMBO r� ELECTRICAL i0E7EI \ 7.46 KVA ( ARC FAULT INTERUPTEP\ (AFi) `= •s Notes: 1 ) Connecct Circuit via Lighting Contrator I SPECIAL SERVICE OUTLET I Total Demand Load: 18.87 KVA Total Demand AMPS: 78.53 AMPS � DISPOSAL o - INTERIOR WALL LIGHT n 110 VOLT FLOOR. OUTLET - INTERCOi 1 SYSTEM 1 =t VANITY LIGHT BAR - --"PHONE - PHONE OUTLET LET ----; TRACK LIGHTING BAR D.B. DOOR BELL >' 1 -LL T.V. CABLE OUTLET -- EMERGENCY LIGHTING CHIMES = DOOR BELL C II�aES Reference Notes A Refer to civil drawings for location of utility transformers L? Coordinate all requirements xith local utility company prior to rough -in and Drovlde as required. V Coordinate all work with Local Utility Company. L-) Coordinate location with civil drawing, owner, and utility company prior to rough -in. Provide meter labeling as required by utility companv. sq.ft. x 3.0 = I Provide hard wired surge protective device of same manufacturer as PaneUMeter Center General Notes A I Do not scale Electricaf Drawings for any dimensions. B Electric t, o ,411 work shall comoly with the 2011 National Cod... National. Spat.., and Local codes. Provide grounding and bonding per NEC 250. C Coordinate all work with Local Utility Company. D Per (FBC C405.7.3): Feeders are designed for a maximum voltage drop of 2% at design load. sq.ft. x 3.0 = I Branch Circuits are designed for a maximum voltage drop of 3% at design load. Concrete Encased ELEC T TICAL FALCULA T IONS FOR INNER? UNITS UNITS ITEM CALCULATED 1NAi AGE ITENI CALCULATED 1 WATTAGE I T Edi CALCULATED 'NAT I AGE LIVING AREA 777 sq.ft. x 3.0 = I 2,331 NEATER 1 AHU = 5000 SMALL APPLIANCES = I 4500 AIC COMPRESSOR TOTAL = 10000 = 15000 LAUNDRY = 1500 SUB TOTAL = 8.331 1 = I 9464.4 RANGE = 9000 AIC LOAD 1 = 15000 FIRST 10,000 V.A. @ 100°10 = 10000 DRYER = 5500 REST OF V.A. @ 40% = 9452 DISHWASHER - 1500 RANGE = 9000 NC LOAD = 15000 WATER HEATER = 4500 TOTAL = 34,452 DISPOSAL (OPTIONAL) = 900 RECEPTACLES 14 / \ TOTAL WATTS 34,452 DIVIDED 0 VOLTS 240 TOTAL AMPS f� OF PANEL LOAD 143 -55 \1 REFRIGERATOR = 1500 GARAGE DOOR OPENER 900 CEILING FANS = 1500 WELL PUMP (OPTIONAL) _ (4500} '1 -1 - 25,300 SUB TOTAL - 15 12 13 40 10 1 AVC CONIPRESSOP RECEPTACLES TYPICAL ELECTRICAL PANEL SCHEDULE TYPE : SQUARE "D" ( or equal CRCT 1 AMPS COND EQUIPtv1EN i EQUIPMENT COIND AMPS CRCT SERVICE : 3 - 210 ;'VIRE 1 50 8 RANGE DISHWASHER 12 20 2 VOLTAGE: 110 3 REFRIGERATOR 12 20 4 5 30 10 DP.1'ER LIGHTS 14 15 6 MOUNTED : FLUSH 7 LIGHTS 14 15 8 9 I 30 10 ',WELL (OPTIONAL) I RECEPTACLES 1 14 1 15 10 POLES : 30 11 RECEPTACLES 1 14 I 15 12 13 40 10 A.1C COiviPRESSOR ( RECEPTACLES 1 14 1 15 14 15 MAIN BUS 1 50 AMPS i5 1 RECEPTACLES '14 I 15 16 17 45 8 AHU 411.ASHER 12 20 18 19 14 COMPUTER 14 ( 15 20 NEUTRAL: FULL 21 40 10 !'dATER HEATERGFI (GARAGE) 14 15 22 1 I 23 GFI KITCHEN (KITCHEN) GFI (BATHS) ( 1 14 15 24 MAIN : M.L.D. 25 20 14 SMALL.APPLiANCE GFI (KITCHEN) 14 I 15 26 PANEL LOCATION : HALL`;`. Al' 27 20 14 SMALLAPPLIANCE SPARE I 28 29 I 15 14 GFI {EXTERIOR) SPARE 30 ELECTRICAL CALCULATIONS FOR END UNITS ITEM CALCULATED 1NAi AGE ITEUi CALCULATED HEATER I .AHU A1C COMPRESSOR WATTAGE = 5000 = 10000 LIVING AREA 787 sq.ft. x 3.0 = 2,361 SMALL .APPLIANCES = 1 4500 LAUNDRY = 1500 TOTAL = 15000 SUB TOTAL = 8,361 FIRST 10,000 V.A. @ 100% = 10000 1 20 DRYER - 5500 DISHWASHER - 1500 REST OF V.A. @ 40% 1 = I 9464.4 RANGE = 9000 AIC LOAD 1 = 15000 WATER HEATER = 4500 TOTAL 1 = 34,464.4 DISPOSAL (OPTIONAL) = 900 i / TOTAL WATTS DIVIDED BY 240 VOLTS T OTAL4MPS OF PANEL LOAD �+ 3 .,464.4 240 143.60 t3'60 % REFRIGERATOR - 1500 GARAGE DOOR OPENER = 900 CEILING F.�.NS = 1500 WELL DU ID{OPTIONAL) (4,L0 SUB TOTAL 25.300\ TYPE: SQUARE "D" (or equal) SERVICE: 3 - 210 WIPE VOLTAGE: 110 1 220 MOUNTED: FLUSH POLES : 30 MAIN BUS: 1'0 AMPS NEUTRAL: FULL MAIN: i,11.0. PANEL LOCATION: HALLWAY T-11 .I C/L 35 SH 35 H 23.60 /23.6P 4^ 2 8' 10.0 1x2 FURRING 1x2 FURRING ^I/ in MSTR-SDRM BED -RM- C? 8'-0" CEILING CEILING _ Ir 4" 2._a. 4" 101_0. { I_i STACKED WASHER AND DRYER V-0" CLG - 38 5F 28x3 L2g � ATH-2� 5-0"CLGF H-1 LG !„ 1„ �, ( HVAC _ o 8'-0" C G .�\ !�, ) RETURN - lam- _- o 7 © TAN KLESS W.H.N 2'- " /v v 10'_6 3-}., 8 0" / C 2"WALL C KITCHEN LIVING-RNI T-0" CEILING ro T-0' CEILING = _ 1x2 FURRING ro / 32" C LINTER i @ 36' A.F.F. 1,,2 FURP.ING r - �i - C' L - L - _ -1 CIL -- 25%3" END UNIT FLOOR PLAN SCALE: 114"=1•-0" 787 sq.ft. EACH (4 UNITS) 24'-2' y r'-4" ,111 4-8" 1-�"•� 2s<r' F0 ,-0" 0 I 25'-1" CIL C/L 351H 31H Z3.5 i 1x2 FURRING �� -\_1x2 FURRING hN P/1STR-BDRI�'1 = BED -RN -11-2 8'-0'• CEILING 3'-0- CEILING - ,=a" 4" 101-0- ST.ACKEDIAWSHER" -1 I ;r AND DRYER 4Roa H - I I i^ �3-0" CLG 1._z"� I 2365 3F I= _ 2asa 24"x36- � ATH -2i - CCCESCES 8' 0" CLG ,A�ISLG�dq4[r4 3-0" C ��•'•, P.E 1 URN 1 _ q m�-TAVKLESS 101_61, 3•-4" a•_0- I / ! 2'"n1ALL o' I KITCHEN LIVING -RM a'-0" CEILING a'-0'• CEILING k 'I 'I 1x2 FURRING Lr i _ I l - i - 10'-0" � I 1 I i - k' �• 32" CDUNTER 0- 36" A.F.F. 1x2 FURRING- � - � INNER UNIT FLOOR PLAN SCALE: 114"=1'-1)" 777 sq.ft. EACH (12 UNITS) TYPICAL ELECTRICAL PANEL SCHEDULE ELECTRICAL PANEL SCHEDULE H2 CRCT I AMPS I COND I EQUIPMENT EQUIPMENT I COND 1 AMPS 1 CRCT 1 50 8 RANGE DISH,.1-VASHER 1 12 1 20 2 3 1 I 10 10 10 NM 2011 0.80 A 1.80 2011 REFRIGERATOR 1 12 20 4 5 30 10 DRYER LIGHTS 14 I 15 6 7 A 1.00 2011 12 12 12 NM AIA Unit LIGHTS 14 I 15 8 9 30 10 WELL (OPTIONAL) RECEPTACLES 14 15 10 i 1 - 10 11 Spare RECEPTACLES 14 15 12 13 40 10 1 AVC CONIPRESSOP RECEPTACLES 14 15 14 i5 151 Spare I - - - - - RECEPTACLES 14 115 16 17 - 45, 8 AHU WASHER 12 I 20 18 19 - - - - B - - - - - - COMPUTER 14 I 15 20 21 40 10 1 WATER HEATER GFI (GARAGE) 14 15 22 B Spare Only 12A GFI ^�, 1 (B,\ 1- HS) 14 I 15 24 S 2. 20 14 SMALL IANC L APPLIANCE GFI KITCHEN (KITCHEN) 14 io 5 2R �_ 27 20 14 SMALL APPLIANCE SPARE 100% 1.44 KVA 28 29 15 14 GFI (EXTERIOR) SPARE D 30 TYPE: SQUARE "D" (or equal) SERVICE: 3 - 210 WIPE VOLTAGE: 110 1 220 MOUNTED: FLUSH POLES : 30 MAIN BUS: 1'0 AMPS NEUTRAL: FULL MAIN: i,11.0. PANEL LOCATION: HALLWAY T-11 .I C/L 35 SH 35 H 23.60 /23.6P 4^ 2 8' 10.0 1x2 FURRING 1x2 FURRING ^I/ in MSTR-SDRM BED -RM- C? 8'-0" CEILING CEILING _ Ir 4" 2._a. 4" 101_0. { I_i STACKED WASHER AND DRYER V-0" CLG - 38 5F 28x3 L2g � ATH-2� 5-0"CLGF H-1 LG !„ 1„ �, ( HVAC _ o 8'-0" C G .�\ !�, ) RETURN - lam- _- o 7 © TAN KLESS W.H.N 2'- " /v v 10'_6 3-}., 8 0" / C 2"WALL C KITCHEN LIVING-RNI T-0" CEILING ro T-0' CEILING = _ 1x2 FURRING ro / 32" C LINTER i @ 36' A.F.F. 1,,2 FURP.ING r - �i - C' L - L - _ -1 CIL -- 25%3" END UNIT FLOOR PLAN SCALE: 114"=1•-0" 787 sq.ft. EACH (4 UNITS) 24'-2' y r'-4" ,111 4-8" 1-�"•� 2s<r' F0 ,-0" 0 I 25'-1" CIL C/L 351H 31H Z3.5 i 1x2 FURRING �� -\_1x2 FURRING hN P/1STR-BDRI�'1 = BED -RN -11-2 8'-0'• CEILING 3'-0- CEILING - ,=a" 4" 101-0- ST.ACKEDIAWSHER" -1 I ;r AND DRYER 4Roa H - I I i^ �3-0" CLG 1._z"� I 2365 3F I= _ 2asa 24"x36- � ATH -2i - CCCESCES 8' 0" CLG ,A�ISLG�dq4[r4 3-0" C ��•'•, P.E 1 URN 1 _ q m�-TAVKLESS 101_61, 3•-4" a•_0- I / ! 2'"n1ALL o' I KITCHEN LIVING -RM a'-0" CEILING a'-0'• CEILING k 'I 'I 1x2 FURRING Lr i _ I l - i - 10'-0" � I 1 I i - k' �• 32" CDUNTER 0- 36" A.F.F. 1x2 FURRING- � - � INNER UNIT FLOOR PLAN SCALE: 114"=1'-1)" 777 sq.ft. EACH (12 UNITS) RESIDENTIAL BUILDING TYPE ii LOAD SUMMARY - METER CENTER UNIT A 34 -'64.4 VA X 4 = 137,'357.5 VA UNIT B 34.456.0 V-\ X 12 = 413,472.0 VA VA X0= 0 V VA X0= 0 V VA X0= Of VA VA X0= 0 V TL CONNECT ED UNIT LOAD = 551,329.6 j TL UNIT DEMAND LOAD = 192,966.0 _ TL HOUSE P.AINEL LOAD = 18.870 I i Total Demand .AMPS = 882.65 .AMPS 1,000A @240\/11 PH, TA' SER ,,C A TIONS VV0RKSHEET ELECTRICAL PANEL SCHEDULE H2 ON REINFORCED CONCRETE MASONRYTIE BF -4,1- 1. BASIC WIND SPEED (v) 140 m.p.h. Location: BuildingType 1 Type: Square "D" - Type NQ Fed From: Meter Center #2A r Ioita e : Mains: Lugs: 120i240v 1 � 3W 100A g MLO ❑ MCS ❑ Sub -Feed ❑ Feed-Thru \iinRating: . A1C Mounting: Enclosure: 22K A1C Surface NENIA 3R Notes: Provide typed written directory Provide ground & neutral bus 8_ EXTERNAL and INTERNAL PRESSURE COEFFICIENTS I- Circuit Discriotion zI Branch Circuit LOAD Phase BKR Neut GND COND KVA LOAD BKR KVA Branch Circuit eut GND{GOD a Circuit DiscriptionU zo '- - U 1 Corridor Lighting 1 I 10 10 10 NM 2011 0.80 A 1.80 2011 10 10 10 I NM Recepticles 2 3 FACP 12 12 12 112" 2011 0.50 B 1.36 2011 12 12 12 Niv1 Telecom Cabinet Recapticle 4 5 Building Sign Lighting 1 12 12 12 NM 2011 0.80 A 1.00 2011 12 12 12 NM AIA Unit 6 7 Building Exterior Lighting 1 10 10 10 NM 2011 0.40 B 0.60 2012 10 10 10 3i4" 1 Site Lighting 8 9 Water Meter Repeater - - - - - - I A - - - - - - - 10 11 Spare - - - - - B - - - - - Spare 12 13 Spare - - - - - I A - - - - - - Spare 14 151 Spare I - - - - - B - - - - - Spare 16 171 Spare - - - - - A - - - - - - Spare 18 191 Spare - - - - - B - - - - - - Spare 20 21 Spare - - - - A - - - - - - Spare 22 231 Spare Only Q = B Spare Only 12A Equipment Served Conn. Load L.F. D. F. Demand Load Lighting 1.10 KVA 125% 5.13 KVA oM. Q ai Receptacles - General 1.44 KVA 100% 1.44 KVA Equipment 4.84 KVA 100% 4.84 KVA D Panels 7.46 KVA ( 1004, 7.46 KVA `= •s Notes: 1 ) Connecct Circuit via Lighting Contrator I I Total Demand Load: 18.87 KVA Total Demand AMPS: 78.53 AMPS � RESIDENTIAL BUILDING TYPE ii LOAD SUMMARY - METER CENTER UNIT A 34 -'64.4 VA X 4 = 137,'357.5 VA UNIT B 34.456.0 V-\ X 12 = 413,472.0 VA VA X0= 0 V VA X0= 0 V VA X0= Of VA VA X0= 0 V TL CONNECT ED UNIT LOAD = 551,329.6 j TL UNIT DEMAND LOAD = 192,966.0 _ TL HOUSE P.AINEL LOAD = 18.870 I i Total Demand .AMPS = 882.65 .AMPS 1,000A @240\/11 PH, TA' SER ,,C A TIONS VV0RKSHEET 1141OP\KSHEET FOR CALCULATING UPLIFT REQUIREit:1ENTS ON REINFORCED CONCRETE MASONRYTIE BF -4,1- 1. BASIC WIND SPEED (v) 140 m.p.h. 2. ENCLOSURE CLASSIFICATION Enclosed (C) 3. BUILDING CATEGOP,`I V 4. IMPORTANCE F.AC T OR 1.0 5. EXPOSURE CATEGORY B 6. MEAN ROOF HEIGHT 30.0 7. VELOCITY PRESSURE (q) 25.9 psf 8_ EXTERNAL and INTERNAL PRESSURE COEFFICIENTS (GCpf) - (GCpi) INTERIOR. ZONE .69 + .18 = .37 END ZONE 1.07 + _18 = 125 9. ONE HALF ROOF SPAN 30.6 ft 10. ROOF OVERHANG 1.4 ft. 11_ DEAD LOAD ROOF !CEILING 17.0 psf INTERIOR, ZONE END ZONE A. Item 7 x Item 8 x Item 9 639.5 (plf) 990.7 (plf) B. Item 7 X Item 10 x Item 1.75 63.5 (pIf) 63.5 (plf) C. item 11 x Total o'19 + 10 544.0 (pill 544.0 (plf) Required Uplift = .A + B - C 209.0 (plf) 146.7 (plf) D. LEAST HORIZONTAL DIMENSION 25.6 x 10%=2,5L (feet) cr EAVE HEGHT 9.3 x 40°,b =-3.72 (feet) E. LEAST HORIZONTAL DIMENSION 25.6 x 41% =1.02 (feet) or 3 (feet) END ZONE `WIDTH = 2 x THE SMALLER OF D BUT NOT LESS THAN 2 x THE LARGER OF E = 5.12 (feet) Based on the 5th Edition of the 2014 F.B.C. Res. R-301 .ASCE 7-10. UPLIc I TABLE ALLOI'VABLE UNIFORM U LIFT LOAD - POUNDS PER LIN. FT. TIE-D0t,l% o " Q 0- a SPACING - SEAN1 SIZE 6-0 6- 7-4 8-0 8-8 9-4 10-0 10-8 11-4 12-0 & REINF. z1 8"x8"bv/(1)#5 614 1 508 1 431 1372 325 1 289 1 259 235 1 2151 199 8"X8" W,'(2) #5'S 1 743 1 517 521 1 447 390 1 344 1 308 1 278 1 253 1 232 8"X16" to?/(1) #5 1111,01111355 1245 1151 1050 1 922 1 818 1 7311 1 644 1 605 1 811X16° tn'/(2) #5511494 11356 11245 11151 11171 11004 1944 1 892 1 848 1 777 NOTE: ALL DOORS AND WINDOWS ARE TO UIEET R-40 bViNDLOAD REQUIREivIENTS. WINDOt.N'S AP\E TO WITHSTAND 140 mph FOR 3 SECOND GUSTS. SOLID DOORS ARE TO WITHSTAND 140mph FOR 10 SECOND GUSTS. DESIGN PARAN/lE T ERS OVERALL CONSTRUCTION TYPE: VB NUMBER OF STORIES: 1 STORY BUILDING HEIGHT: 30'-D" MAX. = 25.9 psf L 140 mph EXTERIOR CONST.: 8" CONC. BLOCK wl 7/8"TEXTURED FINISH NOTE: LIVE LOADS FOR LIVE LOAD : 40 o.s f. 2nd FLOOR ` S T AIRS DEAD LOAD: 20 o.s.f. (IF APPLICABLE) ROOF LOAD: 1' AREA TABULATION U EVD UNITS (4 C 787sq.ft.) INNER UNITS `12 1D T7js .ft.) 3,148 sq.ft. 9,324 sq.ft. TOTAL LIVING 12,472 sq.- ENTRY CORRIDORS (4 @ 395 sq.ft.) 1,580 sq.ft. TOTAL UNDER ROOF 14,052 sq.ft. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 140 mph 3 SECOND GUST WIND LOAD REQ. OF SECTION 1609 OF THE CURRENT FLORIDA BUILDING CODE RES. SECTION R-301 ASCE 7-10. TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS, PREPARED UNDER MY DIRECT SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE REQUIREMENTS AND THE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. TERMITE PROTECTION PLAN MUST SPECIFY TYPE OF TERMITE I REATMENT SOIL BARD\IER METHOD OP. OTHER APPROVED TERMITE PROTECTION SYSTEM. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BEiSSUED. THE CERTIFICATE WILLST TE : 1THE BUILDING HAS RECEIVED A COMPLETE T REA111ENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT iS IN ACCORDANCE WITH THE PULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." SANFORD 'FtRl\" W J w D ¢ LLJ U V) 2, LU w W W E Z < U, �w� ta ¢¢u LU oo w zOOw w�O >z10U- �w❑ z� ~m2;� w< =w LOLI o z w ~ W 6 ❑❑'d '❑ Co❑J 0-6000 \< wZ t`zz_ <ow <30 zw ��co0 c? 0o -i W aW cZ C- W mow¢). a�Z c^ 2J 2 OtY =I_ w<UwCw �W na Uw 007 `5� L w W C <Z uJ- 05�z Oaw 00 ¢J LLu..<- ZO JwZ 2W _7 W LLI�LLJ 0Um J`� wL, CtlJ <<N. tvOa`72IW }tw Qom 0-- 2 zci, w 80 :3 W ❑J 0¢� <<` ❑Z N- C wcCwO a: HSL. Lr) Cn 0 0 ,.,- ML t� 00❑c��zwc�a.0o���a z� �Oa O a OD E, U❑ _yI7 iU < C S ❑ < V. W W wrn zC]COc�w �p U2Ez ❑❑Oztz-�zOJWs) �❑ ,❑z~OY�. > w w O j0 wz O> iO z¢~< i LLI D 1� W � CD dm G_ Q CO LLJ O J _ I - LLi - M L.1 LL N N O O O LLI w LLJ O LLI� x u x L 0 tj j U< CE LL �J 6 W i LLI Z Ups 1 LL Li_ Z CC LLI Lu 1 C) c .. s < L1. � � _ CL < LLC Lt -1 w O - [ )= _gN `¢Ej LLJ LLJ ) 1 O =� Z LLJ 0 of Z LL �l ti �w J» o o Cif C\1 m I- T Cn LCA "o 5 O y 0 CC� L S n H e Pe r G O THIS I TS`vl HAS BEEN Et T \OI IIC.ALL t J of n i SiGNED AND SEALED BY S I E\i`EV.A.�.y .!o`er HEPNER USING A DIGITAL SIGNATURE . '' HE V R ' PRINTED COPIES OF THIS DOCUMENT�sj CDC C'\ AND isl 01710.0 L ARE NOT CONSIDERED S(GI\1�1 52g_ v SEALED AND i rlE SIGNATURE MUST 3E � CD ' D .D _- irE IIAIII ,_-,I,.L111+r•GOPI�.. I 1 E ". E� O L_ -it°�►21:48:33 G N U Amo N �LLrl- Q }-� N = Q U o .&_0 CO a LOX i C � o LL 'B ti �w J» o o Cif C\1 m I- T Cn LCA "o 5 O y 0 CC� L S n H e Pe r G O THIS I TS`vl HAS BEEN Et T \OI IIC.ALL t J of n i SiGNED AND SEALED BY S I E\i`EV.A.�.y .!o`er HEPNER USING A DIGITAL SIGNATURE . '' HE V R ' PRINTED COPIES OF THIS DOCUMENT�sj CDC C'\ AND isl 01710.0 L ARE NOT CONSIDERED S(GI\1�1 52g_ v SEALED AND i rlE SIGNATURE MUST 3E � CD ' D .D _- irE IIAIII ,_-,I,.L111+r•GOPI�.. I 1 E ". E� O L_ -it°�►21:48:33 G N U Amo N �LLrl- v M` fTJ o co o'J }-� N = Q U o .&_0 CO a LOX i LL 'B o J� E cn co o ti ^_ m ZaiC Q: _ > 7 LQco o " Q 0- a L) v7_5 - CiJ Z Q z1 CC LO L a� Cly Cts 0 Q C) oM. Q ai D C�? `= •s U � 2 o o n ti �w J» o o Cif C\1 m I- T Cn LCA "o 5 O y 0 CC� L S n H e Pe r G O THIS I TS`vl HAS BEEN Et T \OI IIC.ALL t J of n i SiGNED AND SEALED BY S I E\i`EV.A.�.y .!o`er HEPNER USING A DIGITAL SIGNATURE . '' HE V R ' PRINTED COPIES OF THIS DOCUMENT�sj CDC C'\ AND isl 01710.0 L ARE NOT CONSIDERED S(GI\1�1 52g_ v SEALED AND i rlE SIGNATURE MUST 3E � CD ' D .D _- irE IIAIII ,_-,I,.L111+r•GOPI�.. I 1 E ". E� O L_ -it°�►21:48:33 G N Amo N �LLrl- v M` fTJ o co o'J }-� N = U o .&_0 CO a LOX i LL 'B L J� E cn co o ti ^_ m ZaiC Q: _ > 7 LQco o " Q 0- a L) v7_5 - Z O z1 CC LO L ti �w J» o o Cif C\1 m I- T Cn LCA "o 5 O y 0 CC� L S n H e Pe r G O THIS I TS`vl HAS BEEN Et T \OI IIC.ALL t J of n i SiGNED AND SEALED BY S I E\i`EV.A.�.y .!o`er HEPNER USING A DIGITAL SIGNATURE . '' HE V R ' PRINTED COPIES OF THIS DOCUMENT�sj CDC C'\ AND isl 01710.0 L ARE NOT CONSIDERED S(GI\1�1 52g_ v SEALED AND i rlE SIGNATURE MUST 3E � CD ' D .D _- irE IIAIII ,_-,I,.L111+r•GOPI�.. I 1 E ". E� O L_ -it°�►21:48:33 G N _J avi I N { L- / r 3„ f O I PLUMBING RISER SCALE: N.T.S. „ 2 2., p W 2" 1 I 3� J P� OR Tc�C•- , PLUMBING RISER SCALE: N.T.S. �ELLECTRIICAL NOTES ES LIGHTS • UNLESS OTHERWISE NOTED 1. ALL EXTERIOR RECEPTICALS SHALL BE WEATHER PROOF AND G.F.I. 2. ALL B.ATHP\OON,1, KITCHEN. AND ANY P\ECEPTICLES WITHIN (6) OF ANY SINK LIVING AREA 777 sq.ft. x 3.0 SHALL BE G.F.I. 3. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHER PROOF. 4. ALL LIGHTING FIXTURES ARE TO BE SELECTED BY BUILDER AND PURCHASED STANDARD AND INSTALLED BY BUILDER OR ELECTRICAL CONTRACTOR. 5. BUILDER SHALL COORDINATE METER AND S)1JITCH GEAR. LOCATIONS WI OR BRACE W!O LIGHT LOCAL POt''�JEP\ COMPANY. 6. ALL LIGHTING AND RECEPTICLES SHALL BE INSTALLED IN ACCORDANCE WITH WATER PROOF CAN ALL CURRENT FLORIDA BUILDING CODES AND LOCAL CODES. 7. P,OPaEX MAY BE SUBSTITUTED FOR WIPE ,AND CONDUIT SYSTEM FOR 3 -'%NAY BUILDING iNTERIOR ONLY. S. PROVIDE TiE HANDLE FOR DISH WASHED. AND DISPOSAL CUP\CUIT BREAKERS = 9452 (ONLY IF ONE CURCUIT SUPPLIER BOTH). 9. ALL DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED IN EYEBALL ACCORDANCE TO N.E.C. 110-22. 10. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR. TO 4 -WAY CEILING TO BE CENTERED OF THE BOX TO BE AS FOLLOWS: TOTAL WATTS DIVIDED BY 240 VOLTS TOTAL AMPS OF PANEL LOAD GENERAL 12" A.F.F. CEILING FAN PREWIRE KITCHEN 44" A.F.F. GARAGE DOOR OPENER = 900 RANGE 2" A.F.F. EXTERIOR NALL LIGHT BATHROOM 39" A.F.F. OR BRACE tNl LIGHT LAUNDRY AREA 36" A.F.F. 1,,_ , 3W EXTERIOR WATERPROOF 12" A.F_F. 11. ALL TRiM PLATES & DEVICES TO BE GANGED WHERE POSSIBLE. 12. ELECTRICAL SWITCHES TO BEAT 42" CENTERLINE ABOVE FINISHED FLOOR,. 13. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL 5 30 10 DRYER. BE DONE IN STRICT ACCORDANCE W1 THE NATIONAL ELECTRIC CODE, 14 15 6 CURRENT REQUIREMENTS, BY A LICENSED ELECTRICAL CONTRACTOR WHO 1 644 605 SHALL BE RESPONSIBLE FOR ALL INSULATION AND SIZING OF ALL DOUBLE FLOOD LIGHT ELECTRICAL, WIRING, AND ACCESSORIES. 14. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA 11 NATIONAL FIRE ALARM CODE, CHAPTER 7. ARTICLE 760 OF THE NATIONAL 10, 3W ELECTRICAL CODE CURRENT REQUIREMENTS. c 1- _ o B VENTED TO OUTSIDE PER FLORIDA HLA BATH EXHAUST FANS SHALL E E ALL DlNlitlER BUiLDERS'S CODE CURRENT REQUIREMENTS. 16. EVERY BEDROOM IS TO HAVE AN ARC FAULT INTERUPTER OUTLET AS PER WASHER 12 20 18 N.E.C. 210-12, CURRENT T REQUIREMENTS_ 17. SWITCHED LIGHTING (210-70, N.E.C. CURRENT REQUIREMENTS). 18. ELECTRICAL FOR HVAC UNIT PLACEMENT IN ATTIC IS TO BE PROVIDED AND BATH FAN PLACED BY LICENSED ELECTRICAL CONTRACTOR AS PER NATIONAL GFI (BATHS) ELECTRICAL CODE CURRENT REQUIREMENTS. j]AI_1\ �j-NOTES �4THEATE7i 1. WATER HEATER TO BE T ANKLESS TYPE UNIT. i 2. WATER HEATER T&P RELIEF VALVE SHALL BE FULL SiZE TO EXTERIOR. 3_ >NATER HEATER: AT OR ABOVE FLOOR, SHALL Hr=;VE A PAN WI DR.41\1 TO : r - EXTERIOR._ 4_ WATER HEATER SHALL HAVE APPROVED THERfJAL EXPANSION DEVICE. C/L CIL i -_ - - L - - - c EC.;U0TE 1 --. i J i LI� aQ, I I I, I�PHONE- 1 ILS._ tSID LIG SD 1 Ali IC LIGHT wt, (' PL. CDPD HVAC ELEC j EE / S�� ELEC. I l , � NOTE1& GFI /` •:. a..., 24"x16" - I' - - -- H RETURN! _LEC. NOTE 1 l--- - -- -- - - `' c,aD 4o TANKL ESS i- - , 1 'v1. H. L LIGHT ----------- *:GFI 1((� ��il FANS �1J GFI -1 !FAN �i i 22 w .I �I -1 ca - CD o I ELEC. NOTE 1 I I f CIL Lj - -' -- - _ :__- _ -` INNER UNIT ELECTRICAL PLAN C/L SCALE: 1;4" = T-0" I C/L - D171, - ELEC. CTE 1 t -'i L i- AFI i PHONE _ PHONES I - LIGHT 157-1 i c • E.. -` ' I I l' ------ - ATTIC _ ]Dr ®SD (LIGHT t ' PL. COPD I HVAC ELEC SEE ^ELEC. - NOTE 18 1 i I- - 124"x16" I HVAC --LL GF1 RETURN - -� ^�^^ P -- - --NOTE 1 1 _ - - -• _ - /' ELEC. C1;1D - -�%1-T4NKLESS ��j - LIGHT n I'rN GFI f I ., ;.A----cnw p GFI GrI FCR \ yl t I V � -AN [220v _ 220v w z _ OI Q,V VY - ELEC. OTE 1 i C/L701 END UNIT ELECTRICAL PLAN CIL SCALE: Vs" = T -0 - ELECTRICAL PLAN LLEGEND LIGHTS STANDARD CEILING MISC. ELECTRICAL i SWITCHES 7� I WATTAGE LIVING AREA 777 sq.ft. x 3.0 = 2,331 HEATER f AHU ! = 5000 CEILING FAN PREWIRE S STANDARD = 10000 RECESSED CAN ,T OR BRACE W!O LIGHT = 15000 PNL A 150A 1110 WATER PROOF CAN DRYER = DISHWASHER I= 1 FiRST 10,000 V.A. @ 100% S3 3 -'%NAY - - 1500 Jl = 9452 RANGE = 9000 AIC LOAD EYEBALL WATER HEPTER DISPOSAL (OPTIONAL) = 4500 = 900 S4 4 -WAY r ' TOTAL WATTS DIVIDED BY 240 VOLTS TOTAL AMPS OF PANEL LOAD at°�__, CEILING FAN PREWIRE REFRIGERATOR = 1500 GARAGE DOOR OPENER = 900 I CEILING FANS = 1500 EXTERIOR NALL LIGHT =' OR BRACE tNl LIGHT S`-, 1,,_ , 3W SERVICE : 3 - 2`0 WIRE 120/240.A I 1201240,4 5 5 -WAY - 5 30 10 DRYER. 120.`240A 14 15 6 10, 3W 1 644 605 LIGHTS 14 15 8 DOUBLE FLOOD LIGHT 10, 3V -V 14 15 10 Sp 11 RECEPTACLES 14 15 12 10, 3W RECEPTACLES SMOKE DETECTOR Spare DlNlitlER 1 10,3VJ SiNGLE FLOOD LiGHT S.D. WASHER 12 20 18 OUTLETS 1,0,3w - NEUTRAL : FULL _ y) BATH FAN 23 GFI (BATHS) a FLUORESCENT FIXTURE 25 1 20 14 1 SMALL APPLIANCE GFI (KITCHEN) i 14 15 26 110 VOLT DUPLEX _ _ _ SPARE I 23 : r - EXHU,AST FAN APPLICABLE MINIMUM BUILDING CODE REQUIREMENTS AND THE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 533 OF THE FLORIDA STATUTES_ GARAGE DOOR OPENER Equipment Served 220 VOLT I� CHANDELEIR BEFORE A CERTIFICATE OF OCCUPANCY WILL REISSUED. THE BUTTON COMPLETE TREATMENT FOP. THE PREVENTION OF SUBTERRANEAN -a GROUND FAUL L INTERUPTER (GFI? AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND UNDER CABINET LIGHT C --" DISCONNECT It -n Receptacles - General PLANTSHELF LIGHTING_ 1.44 KVA ELECTRICAL PANEL i]D 110 VOLT SPLIT SWITCHED _--__ Equipment 4.84 KVA100°' 4.84 KVA 'i '- BATH, FAN / LIGHT COMBO Panels ELECTRICAL 1'IETEP. .46 KVA ARC FAULT INTERUPTER (AFI) Notes 1 ) Connecct Circuit via Lighting Contrator I SPECIAL SERVICE OUTLET L DISPOSAL - INTERIOR WALL LIGHT _ 110 VOLT FLOOR OUTLET T -` INTERCOM SYSTEM VANITY LIGHT BAR PHONE PHONE OUTLET -- -__-- TRACK LIGHTING BAR I--' D.B. DOOR BELL >I T.V. CABLE OUTLET _ EMERGENCY LIGHTING CHIMES -_,- DOOR BELL CHIMES i%leter Center T2.-\ Squareuare `D' E� .1ETER FAK Meter Center (or equal). ^1 1-. 1 0 � 1 GL Os 1 � fi NEL.i,A oR ivialn oe tion wl h l L G \ C t \ o Q 7)s �' 15004 3P L.laln Ciruit Br..ak_r and (1 i2.,H, 240v Tenant Service Breakers. Minimum AIC Rating shall be 42K G Nes,".v 120'240v, Utility Paad Mounted Transformer Available SCC = 57.096A A+C = 12.472.A House PNL "H2•' 100.A 1;10 12%0240A 10,'':, #3f0 CU. GND TO Meter. METER 150 METER 0 150 METER 0 150 METER. 0 1000A M CB 150 U Provide Inner System Bonding Jumper #3 CL Building Steel -3 CUA Concrete AJC = 12.4724 METER METER METER ) 0', 150 150 150 ti4ETER METER iME T ET R 00 1 15D 150 150 METER METER METER a 150 i 150 150 METER iviE T ER NNE T ER 150 150 150 - (1) #&C) CU Ground in 1" conduit to 518" x 30'-0" CU CLAD ground three point ground field metallic water pipe, concrete encased electrode and building steel. CU - %letalic Water Pipe ELECTRICAL CALCULATIONS IONS FOR INNER UNITS ITEM CALCULATED WATTAGE ITEM CALCULATED I WATTAGE LIVING AREA 777 sq.ft. x 3.0 = 2,331 HEATER f AHU ! = 5000 SMALL APPLIANCES = 4500 AIC COMPRESSOR = 10000 (LAUNDRY SUB TOTAL = 1500 = 8,331 TOTAL = 15000 PNL A 150A 1110 PNL "A" DRYER = DISHWASHER I= 1 FiRST 10,000 V.A. @ 100% = 10000 DRYER = 5500 DISHWASHER - 1500 REST OF V.A. @ 40% = 9452 RANGE = 9000 AIC LOAD = I 15000 WATER HEPTER DISPOSAL (OPTIONAL) = 4500 = 900 TOTAL = 34,452 r ' TOTAL WATTS DIVIDED BY 240 VOLTS TOTAL AMPS OF PANEL LOAD 34,452 240 �,\ t - 143.55 r r ' REFRIGERATOR = 1500 GARAGE DOOR OPENER = 900 I CEILING FANS = 1500 I INELL PUMP (OPTIONAL) _ (45001 SUB TOTAL = 25,300 TYPE: SQUARE "D" ( or equal) SERVICE: 3 - 210 WIRE VOLTAGE: 110 1220 MOUNTED: FLUSH POLES: 30 MAIN BUS: 150 AMPS NEUTRAL:FULL MAIN : M.L.O. PANEL LOCATION: HALLWAY Reference Notes _1 \1 -� Lo - Refer ,t civil dra��✓Ings fpr location of utility transformers Ir ICoordinate all requirements with local utility company prior to rough in and provide as required, O I (4, Coordinate location with civil drawing, owner, and utility company prior to rough -in. Provide meter labeling as -equlred by utility company. C Provide hard wired surge protective device of same manufacturer as Panel/Meter Center General Notes ADo not scale Electrical Drawings .or an dimensions. ns. 5 All work shall comps with the 2011 National Electric Code, National. State. and Local codes_ Provide grounding and bonding per NEC 250. C Coordinate all work with Local Utility Companv. D Per (FBC C405.7.3): Feeders are designed for a maximum voltage drop of 2010 at design load. E Branch Circuits are designed for a maximum voltage drop of 31% at design load. Unit Unit Unit Unit PNL "A" PNL ".A^ PNL "A" PNL "A" 150A 1110 150A 1110 150A 1110 150A -1110 120f240A 120/240.A 120/240A 1201240A 1 rc5 3W � d 3W 3W 1d 1, ,3W 1, 3 C 1 -" CONDUIT WITH C 3 r -"1 THHN �U. AND 1 #6 - i , INCU TO METER CENTER IHI-. Unit 7U ELECTRICAL PANEL SCHEDULE H2 Unit U t Unit Unit Unit 2,361 Unit Unit PNL NL "A" 4500 Unit PNL "A" LAUNDRY = Unit PNL "A" PN L "ti' SUB TOTAL = PNL A 150A 1110 PNL "A" DRYER = DISHWASHER I= 1 150A 1110 FIRST 10.000 V.A. @ 100% _ ! 10000 PNL "A" 150A 1110 9000 Ar'C LOAD 150A 1110 1201240 A PNL "A" 150A 1/10 1201240A 150A 1110 900 1201240A 1504 1110 150A 1/10 120/240A r' REFRIGERATOR = 1500 GARAGE DOOR OPENER = 900 150A 1110 1 ;0� , 3t"11 SUB TOT.`-'ti= 25.300 TYPICAL ELECTRICAL PANEL SCHEDULE 10, 3w 1 1201240,A 1,,_ , 3W Unit 7U ELECTRICAL PANEL SCHEDULE H2 ITEM CALCULATED Unit Unit LIVING AREA 787 5 .f#. x 3.0 = 2,361 Unit I = 5000 Unit 4500 Unit PNL ".A" LAUNDRY = Unit PNL 'A:' PN L "ti' SUB TOTAL = 8,361 10 10 2011 0.80 PNL "A" DRYER = DISHWASHER I= 1 5500 1500 FIRST 10.000 V.A. @ 100% _ ! 10000 PNL "A" 150A 1'10 9000 Ar'C LOAD = 15000 150A 1110 PNL "A" 150A 1/10 = I 34.464.4 150A 1110 900 12 -12 12 Nkl 1504 1110 150A 1/10 120121.0.4 r' REFRIGERATOR = 1500 GARAGE DOOR OPENER = 900 150A 1110 1201240.A SUB TOT.`-'ti= 25.300 TYPICAL ELECTRICAL PANEL SCHEDULE TYPE : SQUARE "D" ( or equal } 1201240A 1201240,A COND I AIJiPS CRCT SERVICE : 3 - 2`0 WIRE 120/240.A 10. 34V 1201240,4 VOLTAGE. 110 l 220 3 10, 31A11 5 30 10 DRYER. 120.`240A 14 15 6 10, 3W 1 644 605 LIGHTS 14 15 8 120f240A 10, 3V -V Unit 7U ELECTRICAL PANEL SCHEDULE H2 ITEM CALCULATED WATTAGE Unit LIVING AREA 787 5 .f#. x 3.0 = 2,361 HEATER 1 AHU I = 5000 Unit 4500 A1C COMPRESSOR = 10000 LAUNDRY = Unit PNL 'A:' = 15000 SUB TOTAL = 8,361 10 10 2011 0.80 PNL "A" DRYER = DISHWASHER I= 1 5500 1500 FIRST 10.000 V.A. @ 100% _ ! 10000 REST OF V.A. @ 40% = 9464.4 PNL "A" 9000 Ar'C LOAD = 15000 WATER HEATER I= PNL "A" 150A 1/10 = I 34.464.4 DISPOSAL (OPTIONAL) = 900 12 -12 12 Nkl 1504 1110 % r /I TOTAL WATTS 34,464.4 DIVIDED BY 240 VOLTS 240 TOTAL AMPS 143,60 OF PANEL LOAD r' REFRIGERATOR = 1500 GARAGE DOOR OPENER = 900 150A 1110 WELL PUMP (OPTIONAL) _ (4500) SUB TOT.`-'ti= 25.300 TYPICAL ELECTRICAL PANEL SCHEDULE TYPE : SQUARE "D" ( or equal } 150A 1110 1201240,A COND I AIJiPS CRCT SERVICE : 3 - 2`0 WIRE 1 50 8 RANGE DISH'\'ASHER 1201240,4 VOLTAGE. 110 l 220 3 REFRIGERATOR 12 20 1 4 5 30 10 DRYER. 120.`240A 14 15 6 MOUNTED: FLUSH 1 644 605 LIGHTS 14 15 8 120f240A 10,3%1V 14 15 10 POLES : 30 11 RECEPTACLES 14 15 12 10, 3W RECEPTACLES 14 15 14 Spare l 1 10,3VJ RECEPTACLES 14 15 16 17 45 3 1 AHU WASHER 12 20 18 19 1 1,0,3w S ELECTRICAL CALCULATIONS FOR END UNITS 7U ELECTRICAL PANEL SCHEDULE H2 ITEM CALCULATED WATTAGE ITEM CALCULATED WATTAGE LIVING AREA 787 5 .f#. x 3.0 = 2,361 HEATER 1 AHU I = 5000 SMALL APPLIANCES (= 4500 A1C COMPRESSOR = 10000 LAUNDRY = 1500 TOTAL = 15000 SUB TOTAL = 8,361 10 10 2011 0.80 A 1 1.80 2011 1 DRYER = DISHWASHER I= 1 5500 1500 FIRST 10.000 V.A. @ 100% _ ! 10000 REST OF V.A. @ 40% = 9464.4 I RANGE 1= 9000 Ar'C LOAD = 15000 WATER HEATER I= 4500 TOTAL = I 34.464.4 DISPOSAL (OPTIONAL) = 900 12 -12 12 Nkl Af•A Unit % r /I TOTAL WATTS 34,464.4 DIVIDED BY 240 VOLTS 240 TOTAL AMPS 143,60 OF PANEL LOAD r' REFRIGERATOR = 1500 GARAGE DOOR OPENER = 900 CEILING FANS = 1500 WELL PUMP (OPTIONAL) _ (4500) SUB TOT.`-'ti= 25.300 TYPICAL ELECTRICAL PANEL SCHEDULE TYPE : SQUARE "D" ( or equal } CBCT AMPS COND EQUIPMENT EQUIPivIENT COND I AIJiPS CRCT SERVICE : 3 - 2`0 WIRE 1 50 8 RANGE DISH'\'ASHER 12 20 2 VOLTAGE. 110 l 220 3 REFRIGERATOR 12 20 1 4 5 30 10 DRYER. LIGHTS 14 15 6 MOUNTED: FLUSH 1 644 605 LIGHTS 14 15 8 9 30 10 1.1JELL (OPTIONAL) RECEPTACLES 14 15 10 POLES : 30 11 RECEPTACLES 14 15 12 13 40 10 A)C COMPRESSOR RECEPTACLES 14 15 14 Spare MAIN BUS : 150 AMPS 15 RECEPTACLES 14 15 16 17 45 3 1 AHU WASHER 12 20 18 19 1 COMPUTER 14 15 20 NEUTRAL : FULL 21 40 10 1 WATER HEATER GFI (GARAGE) 14 15 22 23 GFI (BATHS) 14 I 15 24 MAIN: M.L.O. 25 1 20 14 1 SMALL APPLIANCE GFI (KITCHEN) i 14 15 26 PANEL LOCATION: HALLWAY 27 1 20 I 14 SMALL APPLIANCE SPARE I 23 29 1 15 I 14 I GFI (EXTERIOR) SPARE 30 2a'-6" 7.41 I I 6'11-I C/L 355H 355H �I LJ. 1- I �I I; I•I'_i.- I "I: I I I•I i ' [ 11 C -[_l 23,sp I 23.60 I•. -� -- 1x2 FURP.IPlG---/\1x2 FUP,P.ING� ! I ' - o _ N^ o - i LSTR-BDF\M BED -RM -2 rt C? a' -D" CEILI. IG -I 8-'-0" CEILING _ TACKED WASHER L= AND DRYER. 95-3�.� \ C C N HALL 8'-D" CLG N � - �- L _ 2353 8F IC _' . 2a5a 1 �L24"x36"o ❑ _. ATH-23,_D„CLG � CI i -: n 1 B H1 a' o LG " o4 4= 7'-a ., n i Za 24x18'E�j' -1 • 8'WIC ' HVAC J4 -0"C :i I P.ETUR,N Sit L \� L0 TA..Qc- SS b ` m C W.H.2' 5" - 2" WALL KITCHEN LIVING-RIVI a'-0" CEILING �- b-0" CEILING 1x2 FURRING 10'-0• L� 11,�. _ 8" r=; 32" f . tr C UNTER n I @ Ll 36' A.F.F. 1x2 FURRING JC/L I' -� --•I - L � CIL END UNiT FLOOR PLAN SCALE: 114"=1'-D" 787 sq. -ft. EACH (4 UNITS) 24'-2- 7"" 25-t^ q CI I r,L11 I 355H 351H II I I ,�:`• _ il• it I ( •, i- I I• I I _ ) - 23.5 v7 23.6 '.J , o LL V 1x2 FURRING—/ _ m 1x2 FURRING -------- I i= N� ro r MSTR-B'DRI`v BED -RM -2 = c o T-0" CEILING I 8'4" CEILING STACKED N/ASFIEP I� _ AND DRYER Sb' - - 2 HALL 8'-D' CLG za6a BF - 2868� . 24'x36 ATH -2 i / I ATTIC B' -o" CLG ` �.-- B H-1 ACCESS �: 3_OTLG a� I _1,�"� �i„ 3.11., 1• g_O,•CG--�..:� �.. P.ETURN --- ----- - i -I o' 577 C7 I \ mLTAN:CLESS 1 2.61, // I 'eV.H. 10,_F,. 3"" 31_0" .�- 1 I �� , 1 i,I i KITCHEN LIVING -RM 8'4" CEILING -� 3'-0" CEILING - - I-1 1 r .I 1x2 FURRING it --- 32" C UNTER 36 A.F.F.1x2 FURP.ING� I' I ,I i CIL C/L I 25,-8„ 5'-7 INNERUNIT FLOOR PLAN SCALE:V4'=1'-D" 777 sq.ft. EACH (12 UMTS) RESIDENTIAL BUILDING TYPE 11 LOAD SUMMARY - METER. CENTER. UNIT A 34.461:1 N/A X 1 = 137.85'.6 VA UNiT B 34,456,0 VA X 12 = 113.4'2.0 V.A \'A X0= OV.A VA X0= 0VA i \'A X0= 0 V i \'A X0= 0\`4 I I TL CONNECTED UNIT LOAD = 551,329.5 TL UNIT DEMAND LOAD = 192,965.0 TL HOUSE PANEL LOAD = 18.870 Total Demand AMPS = 382.35 AMPS 1.0004 ra240V/1 PH. 31111' SERI PERMIT iC LCU L T1 ON S 7U ELECTRICAL PANEL SCHEDULE H2 'A'ORKSHEET FOP. CALCULATING UPLIFT REQUIREMENTS 1 Location: Building Type 1 Type: Square "D" - Type NO Fed From: %4eter Center #2A Voltage: Mains: Lugs: 12T240v 10 TAI 100A ® MLO [I NiCB ❑ Sub -Feed ❑ Feed-Thru Min. A1C Rating: Mounting: Enclosure: 22K A/C Surface NEMA 3R Notes: Provide typed written directory Provide ground &neutral bus I ✓ U Circuit Disaiotion m z Branch Circuit LOAD Phase LOAD Veut GND �NDBKR BKR KVA 0 K 3, Branch Circuit Neut GND CONE) a o Circuit Discription J I 1 Corridor Lighting 1 10 10 10 2011 0.80 A 1 1.80 2011 1 10 1 -10 10 NM Recepticles 2 3 IF, CP 12 12 12 112" 2011 0.50 B 1.36 20'1 12 1 12 12 NM Telecom Cabinet, Racepticfe 4 f 5 Building Sign Lighting 1 12 12 i 12 NM 20'1 0.80 A 1.00 2011 12 -12 12 Nkl Af•A Unit 6 7 Building Exterior Lighting 1 10 10 10 NM 2011 0.40 B 0.60 20'2 10 10 10 3'4" 1 1 Site Lighting 8 9 ';'Dater Meter Repeater - - - - - - A - - - - - - - iL 11 j Spare 8"x8 N(2) #57s - - - ` - B 253 2 I Spare 1121 1,194 1356 1245 1151 1050 1 .. q 22 13 Spare 1 644 605 - - - A I - I - - Spare 114 15 Spare - - B - - I - - ( - Spare 16 171 Spare DESIGN PARAMETES - - A - - - - - Spare 181 191 Spare - - - B - - i - - - Spare 20 211 Spare U - - - - A - - i - - - - Spare -- 123 1 Spare Only APPLICABLE MINIMUM BUILDING CODE REQUIREMENTS AND THE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 533 OF THE FLORIDA STATUTES_ TERMITE PROTECTION PLAN MUST SPECIFY TYPE OF TERMITE Equipment Served T ERMITE PROTECTION SYSTEM. Conn. Load L. F. D. F. I Demand Lead BEFORE A CERTIFICATE OF OCCUPANCY WILL REISSUED. THE CERTIFICATE WILL STATE: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOP. THE PREVENTION OF SUBTERRANEAN Lighting AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND 4.10 KVA 125% 5.13 KVA It -n Receptacles - General a 1.44 KVA 1001X" 1.4u KVA 1 201 7, s 1 Equipment 4.84 KVA100°' 4.84 KVA 'i 21-048:33 Panels 7 co .46 KVA 100,0 7.46 KVA Notes 1 ) Connecct Circuit via Lighting Contrator CU Total Demand Load: 18.87 KVA I Total Demand AMPS: 78.63 ANIPS RESIDENTIAL BUILDING TYPE 11 LOAD SUMMARY - METER. CENTER. UNIT A 34.461:1 N/A X 1 = 137.85'.6 VA UNiT B 34,456,0 VA X 12 = 113.4'2.0 V.A \'A X0= OV.A VA X0= 0VA i \'A X0= 0 V i \'A X0= 0\`4 I I TL CONNECTED UNIT LOAD = 551,329.5 TL UNIT DEMAND LOAD = 192,965.0 TL HOUSE PANEL LOAD = 18.870 Total Demand AMPS = 382.35 AMPS 1.0004 ra240V/1 PH. 31111' SERI PERMIT iC LCU L T1 ON S 7U ,;1A/ORKSHEE T 'A'ORKSHEET FOP. CALCULATING UPLIFT REQUIREMENTS ON REINFORCED CONCRETE MASONRY TIE BEAM - 1. BASIC'vv'IND SPEED (v) 140 m.p.h. 2. ENCLOSURE CLASSIFICATION Enclosed (C) 3. SUiLDiNG CATEGORY VB 4.IfVIPORTI I FACTORv 1.0 5. EXPOSURE CATEGORY B 6. MEANT ROOF HEIGHT 30.0 t. 7. VELOCITY PRESSURE (q) 25.9 psf 8. EXTERNAL and INTERNAL PRESSURE COEFFICIENTS (GCpf) - (GCpi) INTERIOR. ZONE .69 + .18 = 87 END ZONE 1.07 + .18 = 1.25 9. ONE HALF ROOF SPAN 30.6 10. ROOF OVERHANG 1.4 ft. 11. DEAD LOAD ROOF/ CEILING 11.0 osf INTERIOR END ZONE iOR � I -ON- a= A. Item T x Item 8 x Item 9 689.5 (plf) 990.7 (psf) B. Item 7 x Item 10 x Item 1.75 63.5 (plf) 63.5 (plf) + D ..0 544.0 C. Item 11 x Total of 9 10 ) (plf) If P (P Required Uplift = A + B - C 209.0 (plf) 446.1 (ptf) D. LEAST HORIZONTAL DIMENSION 25.6 x 1010= 2.56 (feet) or EA''•.'E HEGHT 9.3 x 401,16 = 3.T2 (feet) E. LEAST HORIZONTAL DIMENSION 25.6 x 4°e =1.02 (feet) or 3 (feet) END ZONE WIDTH = 2 x THE SMALLER OF D BUT NOT LESS THAN 2 x THE LARGER OF E = 5.12 (feet) Based on the 5th Edition of the 2014 F.B.C. Res. 117\'-301 ASCE 7-10. UPLIFT TABLE ALLO'N`ABLE UNIFORM LIPLIFT LOAD - FOUNDS PER LIN. FT. TiE-DO,N SPACING BEAM SIZE6-0 6- 7-4 8-0 8-8 9-4 10-0 10-8 11-4 12-0 & REINF. I U S..LOo' 8"x8" WI(1) #5 614 508 431 J372 325 1239 259 235 2151 199 8"x8 N(2) #57s 4 ^90 .:44 78 611 521 r o 3D8 278 253 2 � 1,194 1356 1245 1151 1050 1 .. q 22 1 818 734 1 644 605 8"X16" W((2) #5'S 1 1494 1356 1245 11151 1171 1004 944 892 1 348 1 777 o NOTE: ALL DOORS AND WINDOWS ARE TO MEET R-40 WiNDLO•AD REQUIREMENTS. WINDOWS ARE TO �,,�; ITHSTAND 140 mph FOR 3 SECOND GUSTS. SOLiD DOORS ARE TO WITHSTAND 140mph FOR 10 SECOND GUSTS_ o DESIGN PARAMETES OVERALL CONSTRUCTION TYPE: VB NUMBER. OF STORIES: 1 STORY BUILDING HEIGHT: 30'-0" MAX. = 25.9 psf @ 140 mph EXTERIOR CONST.: 8" CONC. BLOCK tv! 718'TEXTURED FINISH NOTE: LIVE LOADS FOR LIVE LOAD : 40 p.s_f. 2nd LO R. 1 STAIRS FLOOR . S (IF APPLICABLE) DEAD LOAD: 20 p.s.f. ROOF LOAD: 17 p.s_f. AREA TABULATION END UNITS (4 @ 787sq.ft.) 3.148 sq.ft. INNER UNITS 12 777s .ft.) 9,324 sq.ft. TOTAL LiVING 12,472 sq.ft._ ENTRY CORRIDORS (4 @ 395 sq.ft.) 1,580 sq.ft. TOTAL UNDER ROOF 14,052 sq:i