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1320 Silverlake Ct 18-3957; NEW SFH (A)CITY OF Y ate..:.• d' S&NFORD PERMIT APPLICATION BUILDING DIVISION A I" I ' � � 5 1 A Ppli cafion No: — y- / l ,, C J Documented Construction Value: $ I dO� Job Address. r2 - C� l _ Vim% (pv ( - IXistoAcDistrict: Ye ' sown, Parcel ID: , • I F -10 - 6( -,bob - W Lq F" W 0 6 Residential [I Commercial ❑ Type of Work: New Addition ❑ Alteration ❑ Repair [] Demo ❑ Change of Use D Move 0 Description of Work: �U� ��►�-C �- 72ew" `� � r 9 - 3 �7 Plaza. Review Contact Person: I &d—ter.f �=A I /___ Title: ' I Phone:b/O 7 -16-1 Fax: Email: r�C � 'rl�► (2s -S � i 7Ct IJ 8 P�� - co'?'1 Name Street: City, State Zip: Property Owner Information Phone: Resident of property? -�J Contractor Information (I. Name �� t` L� � phone:, Street: d (,J 4/' , Flax: ... .. _ , City, State Zip: 3 2 State License No.: G 1,50 d 932-6 Name: Street: City, St, Zip: Bonding Company: .Address: ArchitectJLngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NO TICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS, TO YOUR -PROPERTY. A NUTICE'OF COMMENCEMENT'MUST BE"RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPEC'T'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is heieby made to obtain a permit to do the workand installations bs indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that alt work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical tivoik, plumbing, signs, wells, pools, furnaces, boilers, heaters,'tanits, and air conditioners, etc. r, Revision V] \ , City of Sanford, Response to Comments ❑ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 JY Email: building@sanfordfl.gov Permit # 1 � -- ? 75-2 S ubinittal Date `d 1 / f T % r �3 Project Address: 1 7.-0 r Contact: _`J -as -Y, n SSV \� ro Ph: qo7-:3 1 v) -3 v) ,? 5 Fax: Email: ' SA`,^ (6, \A2t r Trades encompassed in revision: C4 Building Waste Water Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General description of revision: ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building � t 1- Z,co • t$ F\A FOUNDATION NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DRYS OF 3,000 PSI, A SLUMP OF 5" PLUS OR MINUS 1", HAVE 2 TO 5% AIR ENTRAINMENT, AND R MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. ALL CONCRETE SLABS SHALL BE 4" AS SHOWN WITH 6x6x10 WOVEN WIRE MESH OR FIBERMESH. 3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL COMFORMING TO ASTM A-615 GRADE 40. 4. WELDED WIRE FABRIC SHALL CONFORM TO RSTM A-165. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 5. SLABS SHALL HAVE A 6 MIL POLYETHELENE VAPOR BAR- RIER WITH 6" LAP ENDS AND SIDES. 6. HOOKS . SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 7. HORIZONTAL FOOTING BARS SHALL BE BENT P-0" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED. 8. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BRR DIAMETERS TYPICAL. 9. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2,000 PSI. 10. MORTAR SHALL BE TYPE "M" OR "S", CONFORMING TO ASTM C270. 11. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI SLUMP all TO 11". 12. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS W/ THE CELLS FILLED WITH COARSE GROUT. 13. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT R MAXIMUM SPACING OF 192 BAR DIAMETERS, REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYP- ICALLY UNLESS OTHERWISE NOTED. 14. REINFORCING STEEL MUST MAINTAIN 3" CLEARANCE FROM ENDS/CHAIRS. 15. SOIL TO BE COMPACTED TO AS LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) - AT NEW CONSTRUCTION ONLY. OWNER IS RESPONSIBLE FOR COMPACTION TESTS AND DENSITIES. 16. ALL SOIL TO BE 2,000 POUNDS PER SQUARE FOOT MIN. 17. ALL DETAILS AND SECTIONS S HOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRU- ED ONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS OTHERWISE NOTED. 18. JOINT REINFORCEMENT, ANCHORS, TIES, AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS: (1) ASTM A82 FOR JOINT REINFORCEMENT, WIRE ANCHORS AND TIES, (2) ASTM R36 FOR PLATE, HEADED, AND BENT BAR ANCHORS, (3) ASTM A366 FOR SHEET METAL ANCHORS & TIES. 19. R CONTINUOUS LORD PATH BETWEEN FOUNDATIONS, WALLS, AND ROOFS SHALL BE PROVIDED: APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMEND- ATIONS. WHERE FASTENERS ARE NOT OTHERWISE SPECIFIED, FASTENERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 1705.1 0 FTHE STANDARD BUILDING CODE (SEE APPENDIX E), SIZES GIVEN ARE FOR COMMON WIRE NAILS. 20. ALL CONTINUOUS VERTICAL OR HORRIZONTAL BARS IN FOOTINGS', FOUNDATION WALLS, SLABS AND OTHER CONC- RETE SHALL BE LAP -SPLICED WHERE NECESSARY OR DES- IRERBLE BY WIRING, MINIMUM SPLICE AT 25". 21. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH,R MINIMUM COVER OF 5/8" WHEN EXPOSED TO ERRTH OR WEATHER AND 1/2" WHEN NOT EXPOSED. 22. REINFORCING STEEL SHALL BE #5 BARS. WHERE TWO #5 BARS ARE REQUIRED WITHIN THE SAME GROUTED MASONRY CELL OR BOND BEAM, ONE #7 BRR MAY BE SUBSTITUTED. WHEN TWO BARS RRE REQUIRED IN THE SAME CELL OR BOND BEAM THEY MAY RLWO BE BUNDLED TOGETHER. 23. FOR FOUNDATIONS MINIMUM CONCRETE COVER OVER REIN- FORCING BARS SHALL BE 3" IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CON- TACT WITH THE EARTH OR 1 1/2" FOR #5 AND SMALLER BARS AND 2" FOR #6 AND LARGER BARS WHERE CONCRETE WILL BE EXPOSED TO EARTH OR WEATHER. 24. FOR CAST -IN-PLACE BOND BEAMS WHERE CONCRETE IS NOT EXPOSED TO WEATHER, THE MINIMUM CONCRETE COVER FOR REINFORCING SHRLL BE 1 1/2" REGARDLESS OF BAR SIZE. 25. A SOIL OR WASTE PIPE OR R BUILDING DRAIN PASSING UNDER A FOTTING OR THROUGH R FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH OR THERE SHALL BE BUILT INTO THE MASONRY WALL AN IRON PIPE SLEEVE TWO PIPES GREATER THAN THE PIPE PASSING THROUGH. 26. FOOTING SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOOTINGS ARE LEVEL. THE BOTTOM OF ALL FOOTINGS EXCEPT MONOLITHIC SLAB ON -GRADE FOUNDATIONS SHALL BE A MIN. OF 12" BELOW FINISHED GROUND LINE. 17. FOOTING DOWEL BARS SHALL BE PROVIDED FOR ALL REQ- UIRED VERTICAL WALL REINFORCEMENT IN THE FOLLOWING LOCATIONS: (1) AT ALL CORNERS (2) AT WALL ENDS (3) AT EACH SIDE OF OPENINGS. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND OPENINGS, SEE DRAWINGS FOR OTHER LOCATIONS. 28. ALL VERTICAL WALL REINFORCEMENT SHALL BE TERMINAT- ED IN THE BOND BEAM WITH A STANDARD HOOK, THE HOOK SHALL EXTEND TO THE. UPPERMOST HORIZONTAL REIN- FORCEMENT OF THE BOND BEAM AND SHALL BE EMBEDDED A MINIMUM OF 6" INTO THE BOND BEAM. 29. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL IT 4' ON CENTER MAXIMUM. 30. IF STEMWALL EXCEEDS 48", FILL, ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' ON CENTER MAXIMUM AND 1 #5 HORIZONTAL Im 24" ON CENTER IN U -BLOCK. 31. IF A DOWEL IS MISSED, APPLY W/EPDXY, (SIMPSON #ET) . W/6" EMBEDMENT, DRILL 3/4" DIA. HOLES FOR #5 DOWELS. PLUMBING NOTES ALL PLUMBING TO BE INSTALLED IN ACCORDANCE WITH THE 2017 FLORIDA RESIDENTIAL BUILDING CODE - PLUMBING WATER SUPPLY PIPING OUTSIDE HOUSE (FROM METER TO HOUSE) MAY BE PVC. ALL WATER SUPPLY PIPING WITHIN HOUSE AREA (INCLUDING BELOW THE SLAB) MUST BE CPVC. WATER SERVICE PIPE & FITTINGS SHALL BE A MINIMUM OF 1" IN DIAMETER AND SHALL BE SIZED TO PROVIDE PRESSURE PER THE FLORIDA PLUMBING CODE. ORDINANCE 604.4 OF FPC (2017) - APPENDIX "J" TO STANDARD PLUMBING CODE. 1. TANK TYPE WATER CLOSET VOLUME TO BE 1.6 GALLONS. 2. WALL MOUNT WATER CLOSET VOLUME TO BE 3.5 GALLONS. 3. WATER - FLOW RATE. PUBLIC FACILITIES: 0.5 G.P.M. PRIVATE FACILITIES: 2.2 G.P.M. SHOWER HERDS: 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. FIBERGLASS SHINGLES, ASTM D 225 OR ASTM D 3462. ATTACHED W/(6) ROOFING NAILS PER STRIP- OR (2) ROOFING NAILS PER INDIVIDUAL SHINGLE. 26 GURGE GALV. STEEL 4x4 L FLASHING. - #15 FELT PAPER, ASTM D 226 TYPE 1 OR ASTM D 4869 TYPE 1, OVER SHEATHING 1 TEMPORARILY FASTENED, LAPPED 2" 15/32 PLYWOOD SHEATHING W/ 8d NAILS 6 O.C. EDGE & FIELD (3" O.C. 1!9 GABLE END TRUSS) W/ CLIPS ON PRE-ENGINEERED TRUSSES im 24" Q.C. (TYPICAL). ANCHOR A. N, TRUSS SEE ELEVATION FOR �„ liz" GYPSUM CLO. DIAPHRAGM NSE 5d ROOF PITCH. 12" II COOLER NAILS a 4" _ O.C.) REMAINDER c POUR D CONC. a TO BE AT 7" O.C. c LINTEL n u II PRECAST REINFORCED CONCRETE LINTEL II u P.T. FURRING 26 GR. GALV. II W/INSULATION DRIP EDGE c� u OVER FASCIA z 1/2" DRYWALL o II O II TYPICAL EDGE II II 8"x16" BLOCK �- PIPING Q II II 1-#5 ROD IT FILLED CELL PIPE (6" DIA. MAX.) w II SLEEVE (DIA. LARGER THAN PIPE o II PRECAST CONC. SILL ii II 2500 P.S.I. CONC. II ° 6x6 10/10W W M Jill a W00 BRSE,DOOR TRIM 2-#5 RODS 00 II i ON CHAIRS iv II VAPOR 16" BARRIER TERMITE TREATED,CLERN, COMPACTED FILL 1 ONE STONY BLOCK WRLL. SECTION SCALE: 1 1/2"=l' -O" MTS12's AT EACH TRUSS I IIN..1s 71 SSURE TREATED - L^- 1/2" ANCHOR BOLTS SILL PLATE ON AT 48" ON CENTER CONCRETE INTERIOI, BEAMING WRLLS TYPICAL SLAB CORNER INSULATION P.T. 2x4 SILL If NON-BRG, WALL GARAGE SEPARATION WRLL 12" 1 #5 CONT. 4 NON BEG. WALL IF A DOWEL IS MISSED, APPLY W/EPDXY (SIMPSON #ET) W/6 EMBEDMENT. DRILL 3/4" DIAMETER HOLES FOR #5 DOWELS. BRG. WALL 5/8" DIA. x 8" EXPANSION BOLTS Q 48" O.C. MAX. R 1/2" DIA. ANCHOR BOLT ® 48" O.C. MAX. 1611 2 #5 CONT. 5 MONOLITHIC SLAB ® BRG. WALL 30:'x30"x16" POURED CONC. FOOTER PAD. -W/3#5 RODS E.W. __v Ri"tod coY;es o� Nis documanla� n 'daed signed end amled and 1 � 9(NntlW.tl ewg/ b" venRtld un "ny "Iticbonfc Cep;ci. r� ccs (D c� U Q_ C) cd CD c 0 ccs 0 Ctf U) c 0 4 � C) - Z3 a� IV 0 crs c -o CD 7 W (D CC U) CC Q C Ir Q 00 T CV C 0 c� (D C-) O U c w U) a> 17-711 c .Q c a 2x4 STUDS ® 16" O.C. TYP. SHWR. RECESS SLAB 3 1/2" CERAMIC TILE FLR. & WALLS. BRG. WALL ONE ROW OF TILE ON FLR L ®^ 1 1/4" DRIVEWAY TO FORM CURB. r 8 4 SLOPE P.T. 2x4 SILL PLATE RES. FLR. ABUT CERAMIC TILE a --► -3/4" W/ 1/2" DIA. A.B.'s (8+2) r a Im 48" O.C., W/2x2 PLATE TILE TILE - - -- _ SLOPE WASHERS OR RES. c N y N -- ---- -_ _ _ _ 1/2°�� 60 GRADE o _ o c� TWO STORY 2011 .,:_3#5 RODS CONT: 1 #5 CONT. 2 #5 BARS CONT. , all VARIES SEE FND. PLAN mA� TYPICAL 11 1 11 11 FOOTING 7 a 1 -4 a 11 SUNKEN SHOWER SLAB 8 STEMWALL U� DETAIL No � SLAB @GARAGE -DOOR 0 N E STORY INTERIOR BRG. WALL 114-4 14-'N'. 81-91/8' 4'J" FORM AND POUR SOLID 18" HIGH SEAT - 1'-4" o0 r__ _ _ ---- -■ `? co M T o cou? cn N ■ SEE BLOCK PLAN FOR FILLED CELL DI ENS I ONS 71-7811 3141 2 3/4" 1 7 /8" ® I 0 0 1 I I 1 I o 30'-115/8" 13'-8 3/8" C? C I 30"x30"x16" POURED I CONC. FOOTER PAD ■ W/3#5 RODS E.W. '-0" 14'- " 1'-0" 14'-2" 7 5/8" o FORM & POUR SOLID I r - r - I.. SHOWER SEAT II■ ®9 I_- ®® �-- ■ ■ I --- II I --------- __ --------- 1 I I L _ J I l 4" CONC. SLAB (3,000 psi min.) W/6x6 W/WIM ( o OR FIBERMESH WITH 6 MIL. VAPOR BARRIER OVER I 1 z TERMITE TREATED CLEAN COMPACTED FILL. 130RATE I 1 TREATED LUMBER CAN BE SUBSTITUTED. I o 211.411 I 12'-8" -- - IN o i ® ® '� A.F.F. 1 _ -- -- �- - ------ - ®i I-4" 1 5/8" EXPANSION BOLTS W/2" I _u8 WASHERS AT 48" O.C. FOR I ® ■ ■ I INT. BEARING WALLS UPLIFT I I rcca---- - ---------� I I L - - - --- - - - - - - - - -' ^ - - - - - -" - - - - - - - - -� I N _ I 21_ 211 121-211 21-311 31- 311 r---- ------1'---' ---- _____--"---� I RECESS 3/4" I 1 � FOR 'S.G.D. D I I■ 3'-411 21a0" I , L - j , h. -.-------- �, I L-._._.----_ --..._--.----- - - - - - - - - - - '.c? I II I oo CC)Lo I CA d 1 _ 36-11/4'1 I - ao 1 T I PROVIDE 1/4" COPPER I Lo C9 - f -1 WATER LINE W/VALVE FOR ICEMAKER RUN CHOSE FOR ELECT ICL OUTLET ELECTRICAL FLOOR OUTLET 0" R.F.F.Nil I ■ I ■ - ' `� L� rJ L-_ -----------�-------� - AT KI CH N ISLAND I T- - 21-411 51-011 8 3/ " LAUNDRY TL B I .r N m I ■ 1 " 12-1 1/2 25'-611 ®I I 18'-4 7/8" 13'-8 3/8" 13'-31 /8" _411 A.F.F. 1 PLUMB FOR POT FILLER WATER LINE --- �- S -------------- 8 I L ----- 18 11 ------------- .,-...._.....--------.._...-........._......_.- L - - - - - - -.....__...,._.__._.._...---..........---------- ---- - - - - - - - - - - - - - -- _ c., 1 I I - I - Ln. - - 61-1111 ., - , i N SLOPE 811 19'-911 11'-3/8" 141.7" - Lo r-- 34'-0" 5'-0'0 _ .27'-0" `Q 4" R.F.F. T 4" CONC. SLAB (3,000 psi min.) W/6x6 W/W/M cv OR FIBERMESH WITH 6 MIL, VAPOR BARRIER OVER r - - - - - - - - - _ - TERMITE TREATED CLEAN COMPACTED FILL. BORATE ® ® ® ® I TREATED LUMBER CAN BE SUBSTITUTED. 7 1 i 1 RECORD CgpY o I 1 ----- -------------_... _ --. J L--_ N ■ ■Lo■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ® � I I 01-811 1 111-711 81-6" 1 V-7" 4lot4 I _411 A.F.F. o coDo I-, I % I D d a u, r L _ _i r _ _ r - - _1 Fel r . ■ ■ ■ ® ■ ■ ■ ■ cv SAPlFOR'C! - 2'-611 1-111 21-61' 71-611 21-61 7'1" 21-611 131-21' FOOTINGS HAVE BEEN DESIGNED FOR R ..ba SOIL BEARING PRESSURE OF 2,000 PSF IF A DOWEL IS MISSED, APPLY W/EPDXY (SIMPSON #ET) W/6 EMBEDMENT. DRILL 3/4" DIAMETER HOLES FOR #5 DOWELS. BRG. WALL 5/8" DIA. x 8" EXPANSION BOLTS Q 48" O.C. MAX. R 1/2" DIA. ANCHOR BOLT ® 48" O.C. MAX. 1611 2 #5 CONT. 5 MONOLITHIC SLAB ® BRG. WALL 30:'x30"x16" POURED CONC. FOOTER PAD. -W/3#5 RODS E.W. __v Ri"tod coY;es o� Nis documanla� n 'daed signed end amled and 1 � 9(NntlW.tl ewg/ b" venRtld un "ny "Iticbonfc Cep;ci. r� ccs (D c� U Q_ C) cd CD c 0 ccs 0 Ctf U) c 0 4 � C) - Z3 a� IV 0 crs c -o CD 7 W (D CC U) CC Q C Ir Q 00 T CV C 0 c� (D C-) O U c w U) a> 17-711 c .Q c a 2x4 STUDS ® 16" O.C. TYP. SHWR. RECESS SLAB 3 1/2" CERAMIC TILE FLR. & WALLS. BRG. WALL ONE ROW OF TILE ON FLR L ®^ 1 1/4" DRIVEWAY TO FORM CURB. r 8 4 SLOPE P.T. 2x4 SILL PLATE RES. FLR. ABUT CERAMIC TILE a --► -3/4" W/ 1/2" DIA. A.B.'s (8+2) r a Im 48" O.C., W/2x2 PLATE TILE TILE - - -- _ SLOPE WASHERS OR RES. c N y N -- ---- -_ _ _ _ 1/2°�� 60 GRADE o _ o c� TWO STORY 2011 .,:_3#5 RODS CONT: 1 #5 CONT. 2 #5 BARS CONT. , all VARIES SEE FND. PLAN mA� TYPICAL 11 1 11 11 FOOTING 7 a 1 -4 a 11 SUNKEN SHOWER SLAB 8 STEMWALL U� DETAIL No � SLAB @GARAGE -DOOR 0 N E STORY INTERIOR BRG. WALL SAFE LOAD TABLES FOR GRAVITY 8" PRECAST &PRESTRESSED U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS GRAVITY qrm 81J8 8F8-013 8F12-013 8F16 -0B 8F20-013 8F24-013 81`28-013 8F32-013 8178-113 8F12-113 8F16-113 8F20 -1B 8F24 -1B 8F28 -1B 8F32-113 2'-10" (34") PRECAST 2302 3166 4473 -6039 7526 9004. 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42 1 PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2028 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 41-6" (54 ") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 .3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 24.64 4144 5458 4437 5280 6122 6'-611 (78 1 PRECAST1255 937 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6" (90 ") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4 ° (112 ") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126 1 PRECAST 456 482 802 1125 915 1122 1328 1.535 658 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-011 (144 ") PRECAST .414. 545. s64 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160 1 PRECAST 362 -427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0 11 (168 1 PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSEDNR N.R. NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 171-4" (208") PRESTRESSEDNR N.R. NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4"' (232") PRESTRESSEDNR N.R. NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSEDNR N.R. NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSEDNR N •R • NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R.NR NR NR NR NR NR NR 130 1 240 1 470 1 720 1030 1350 1610 8" PRECAST W/ 2" RECESS DOOR U -LINTELS {�---- 7'-2 ° ____..-,.-.., 7'-0 11 °-- 71-211 110, LINTEL SCHEDULE GRAVITY TYPE8RF6-OB LENGTH 8Ru6 WINDOWS 8RF10-0B 8RF14-OB 8RF18-08 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-113 8RF30-113 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6'' (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68 1 PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-1011 (70 1 PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7'-6" (90 ") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116 1 PRECAST 371420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 {�---- 7'-2 ° ____..-,.-.., 7'-0 11 °-- 71-211 110, LINTEL SCHEDULE LINTEL LENGTH TYPE WINDOWS L 1 17'-4" 8F -40-113-1T 16'x7' OVERHEAD GARAGE DOOR L 2 13'-4" 8F -24-113-1T 12'x8' SLIDING GLASS DOOR L 3 10'-6" 8F -24-113-1T CD -36's L 4 4'-6" 8F -24-113-1T C -22's, C -25's AND C -26's L 5 5'-4" 8F -24-113-1T C-36 AND 35's L 6 2'-10" 8F -24-113-1T C-1/234 LINTEL LENGTH TYPE DOORS L 20 4'-4" 8RF26-113 2868 SERVICE DOOR L 21 4'-4" 8RF22-113 3080 FRONT DOOR AND SIDELITE & 2880 FRENCH LINTEL LENGTH TYPE PORCHES L 30 15'-4" 8F -16-113-1T LANAI LINTEL L 31 9'-4" 8F -16-113-1T ENTRY LINTEL L 32 10'-6" 8F -16-113-1T ENTRY LINTEL L 33 6'-6" 8F -16-113-1T ENTRY LINTEL �-- (4) 16 Xle X36" TALL BLOCK 3ASES ' 1. 8ra54# - 9 49v 90.591 Dip IaBy signed by Ho—do CmL- UN: OCN. H.231210200300.100.1. -T-1 ACE60015D1W,j 1"d00000F30C, CN-Hwn,u�do CJilat+o, O=IdcnTrusi ACE6 Una1NIaWd IndMdo:d, C.U. Location. 11449 °.playa Way Orlando. 32821 Reason. I a dia aod>or of gill 4—n Con(a Y Info: 321.945.024: D ata. 2a 18.11.10 11'21:07 05 00 c� c.� M •4-- 0 _4.1 Q c� o 0 c� ® v 0- -0 -c� o QJ � N 0 -F- Z3 r � cu U) a� U) ® -'-r m _`1 r Cy c� z °° Cc �. Co ® CV C CD _o Q- 0 U C CM cn (D c -4" o C O �LQ�N� SANFORD c�A) R_ s p3 We, m n � � a4 va Printed copies of this document are not qg` considered signed and sealed and the u signature must be verified on any eleCtFUMIC copies. rp Ingq o dS J'2 �zo�1 Zg� M Q ❑❑❑❑❑❑❑❑ ❑❑❑❑❑C]❑ Cf) A[:JE Uj W= ❑❑❑Cl❑❑❑❑ 0 Uj UJ --j 0 1JU D—oo' :Z)0 LU cy-) J �C[ LL LLQft� 0 LL C:) U) Revision* Date. 6T PKIN " 2-ZO-18 FINAL PLAN 7-11-18 Bw CIOL..LMN 6 11-16-18 Print Date: Drawn by: i1-1�-ZS?�18 GE LSE File Name: scale: HANVNERL.db 1 /4'"=1'-Q1" 0 00 CD mo zOC) Q� o0 � � A Q ¢ Q 2, Li_ C:) �- w W ¢ �- . N = w CO U Sheet#: USE SQUARE CORNER BEAD AT RECESSED CEILING DETAILS. RECESSED CEILING SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING STACKS TO THE REAR ROOF PLANE OF THE HOUSE IF CODE ALLOWS. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED & APPROVED BEFORE REQUESTING THE FRAMING INSPECTION, FBC 105.6 SEPARATION REQUIRED: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARA- TION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUP- PORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. R309.2 GENERAL NOTES 1. VENT DRYER THRU WALL TO OUTSIDE 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY ANY DISCREPENCIES TO BE REPORTED TO BUILDER FOR CLARIFICATION 3. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31/2" UNLESS OTHERWISE NOTED. 4. ALL EXTERIOR BLOCK DIMENSIONS TO BE 7 5/8" UNLESS OTHERWISE NOTED. . 5. ALL EXTERIOR FRAME WALL DIMENSIONS AND MATERIALS AS SHOWN ON DRWGS. 6. STRIKE BLOCK INSIDE GARAGE, BRUSH AND CLEAN. 7. DENOTES BEARING WALL SEE PLAN FOR WALL HEIGHTS. 8. ALL EXTERIOR FRAME WALLS TO HAVE 1/2" ANCHOR BOLTS OR 5/8" EXPANSION BOLTS AT 48" ON CENTER W/2" WASHERS. (U.N.O.) 9. SAFETY GLAZING: > WINDOWS OVER BATHTUBS. > WINDOWS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSI- TION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. > ALL SLIDING GLASS DOORS. > SWINGING DOORS WIGH GLASS. > EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. > LITES WITHIN 18" OF FLOOR. > ALL SHOWER ENCLOSURES. STRUCTURAL WOOD CONST. NOTES: 1. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 2. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 YELLOW PINE 3. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAPS MUST BE EQUALLY HALF ON EA. ITEM. 4. ALL STRUCTURAL LUMBER (EXCLUDING PRE - ENG. WOOD TRUSSES) TO BE #2 OR BETTER. 5. ALL PLYWOOD USED FOR EXT. APPLICATIONS SHALL CONFORM TO VOLUNTARY PRODUCT STD. PS 1-83 AND SHALL BE APA RATED SHEATHING EXP. 3 6. ALL PLYWOOD USED FOR INTERIOR APPLICA- TIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL CONFORM TO VOLUNTARY PRODUCT STD. PS 1-83 AND SHALL BE PA RATED SHEATHING EXP.1 OR 2 7. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR SECTION PROP- ERTIES. 8. ALL LUMBER USED FOR EXTERIOR APPLICATIONS, OR IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 9. PRESSURE TREATED STRUCTURAL LUMBER IS NOT TO BE USED FOR ANY INTERIOR FRAMING. U.N.O.. (EXCEPT WHERE LUMBER MEETS WITH CONCRETE) 10. WHEN PRE ENGINEERED TRUSSES AND JOISTS ARE CALLED FOR ON THE PLANS, THE MANUFACT- URER IS TO SUBMIT SHOP DRAWINGS TO THE ENG. OF RECORD. 11. INTERIOR/EXTERIOR FRAMING 2x(4) EXTERIOR FRAMING 2x(4,6,AND 8) FLOOR FRAMING 2x(8 AND 10) W U UT LoN W U NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RES- IDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VULT) AND 108 (VASD) 2. RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL. PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SEAT OPTSUMMER KITCHEN L.P. COOKTOP -- EXHAUST HOOD- ABOVE 12080 S.G.D. 0I 7 4�(XM FMTACf TAbULAT H A/C LNIHG 41210 -19. f' 4 CIRACE 700 69. f�_t EK WY Z10 5 E' 1 L "i L5 6q. f' 4 TOTAL UNDER ROCS 3,405 5 f �et EXTEROR DVVLH.,5OSIS: cl 0 c EGRESS Q C-26 c� ® ■ ® ■ o cd -co C BEDRM. #3 30 S.G.D. I TILE ® ® 10'-0" CEILING o b I aD .N L.P. FIREPLACE I � �� 2680 � `` ROOM. ft I I i TILE 1T � Ir _j 2680 SHAMPOO NICHE TILE I'" � ! ROD/SHELF a' L_ cT -0" CLG. O CD ! TILE WA cc: TILE +-� z C °- II TI M II 2880 8' TALL SQ. OPENING M T824 PH 6 _ 00 ROD/SHELF D W - � � C� .LOA BEARING z WALL 6080 z 2680 aC Q LOAD BEARING a1VING ROOM WALL c TILE BEDRMd #2 N 10'-0" CEILING TILE o 10'-0" CEILING 0 0 U C m C736 I i l C-36 0 I I EGRESS I_- -0 LINTEL OVER 16"x16" x 36" TALL BLOCK BASES IT SANT~la1" D (4) 6x6 WOOD POSTS OVER 36" TALI_ BLOCK BASE ti oma.== ,.NDN (2) 2x12's OVER 6x6 WOOD POSTS �' ' MAXIMUM DESIGN VALUES MODULUS OF BENDING TENSION SHEAR a ELASSTICITY fb M fv (E) ✓- r _ ; v 1,300 P.S.I. 825 P.S.I. 90 P.S.I. 1,600 K.S.I. 1,200 P.S.I. 650 P.S.I. 90 P.S.I. �+- 1,600 K.S.I. 1,300 P.S.I. 725 P.S.I. 90 P.S.I. 1,700 K.S.I. W U UT LoN W U NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RES- IDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 7-10 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (VULT) AND 108 (VASD) 2. RISK CATEGORY 2 CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE = CATEGORY C 4. INTERNAL. PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SEAT OPTSUMMER KITCHEN L.P. COOKTOP -- EXHAUST HOOD- ABOVE 12080 S.G.D. 0I 7 4�(XM FMTACf TAbULAT H A/C LNIHG 41210 -19. f' 4 CIRACE 700 69. f�_t EK WY Z10 5 E' 1 L "i L5 6q. f' 4 TOTAL UNDER ROCS 3,405 5 f �et EXTEROR DVVLH.,5OSIS: cl 0 c EGRESS Q C-26 c� ® ■ ® ■ o cd -co C BEDRM. #3 30 S.G.D. I TILE ® ® 10'-0" CEILING o b I aD .N L.P. FIREPLACE I � �� 2680 � `` ROOM. ft I I i TILE 1T � Ir _j 2680 SHAMPOO NICHE TILE I'" � ! ROD/SHELF a' L_ cT -0" CLG. O CD ! TILE WA cc: TILE +-� z C °- II TI M II 2880 8' TALL SQ. OPENING M T824 PH 6 _ 00 ROD/SHELF D W - � � C� .LOA BEARING z WALL 6080 z 2680 aC Q LOAD BEARING a1VING ROOM WALL c TILE BEDRMd #2 N 10'-0" CEILING TILE o 10'-0" CEILING 0 0 U C m C736 I i l C-36 0 I I EGRESS I_- -0 LINTEL OVER 16"x16" x 36" TALL BLOCK BASES IT SANT~la1" D (4) 6x6 WOOD POSTS OVER 36" TALI_ BLOCK BASE ti oma.== ,.NDN (2) 2x12's OVER 6x6 WOOD POSTS �' ' �W � A M r iq o � � v ❑1100❑❑❑❑ 0000000❑ 0110❑000❑ o ❑0❑❑0❑❑❑ = ,- 00000000 _< 00 00000000 1- rn ❑0❑❑❑❑❑❑ cf) of ❑❑0000❑❑ Q ❑0❑❑❑❑❑❑ U ❑❑❑❑❑❑❑❑ 1111❑ 1111❑ C� 1710 U0 uj U 00 0 ❑00WO1111 W c uj co UJ ui uj CL Er kaj Lu mmi Mc LL co0 CN W Cv ct� 0 W 0 J L.L, c Revision; Date: LST V AV7 2-20-18 FNAL PLAN 7-11-18 EMIL COLU'11W6 il-1(y-18 Print Date: Drawn by: 11-.161-2018 ,KF- LSE File Name. Scale: t AYAAEKLA6 114'4-0" 0 00 N M o T_ - ou �C co co -1 I o 0 F- U cn� Lu �' cn Lo W < °- . N Lu m Lo d - Sheet*; A4 a a w' 0 ✓- r _ ; v Plinlud wploR 011113 ducu,nunl are nut `�- con;idamd,aignud and scaled and Ihu �+- signalwo must ba rmiriud on any - ulucuunlc Wplu9. �W � A M r iq o � � v ❑1100❑❑❑❑ 0000000❑ 0110❑000❑ o ❑0❑❑0❑❑❑ = ,- 00000000 _< 00 00000000 1- rn ❑0❑❑❑❑❑❑ cf) of ❑❑0000❑❑ Q ❑0❑❑❑❑❑❑ U ❑❑❑❑❑❑❑❑ 1111❑ 1111❑ C� 1710 U0 uj U 00 0 ❑00WO1111 W c uj co UJ ui uj CL Er kaj Lu mmi Mc LL co0 CN W Cv ct� 0 W 0 J L.L, c Revision; Date: LST V AV7 2-20-18 FNAL PLAN 7-11-18 EMIL COLU'11W6 il-1(y-18 Print Date: Drawn by: 11-.161-2018 ,KF- LSE File Name. Scale: t AYAAEKLA6 114'4-0" 0 00 N M o T_ - ou �C co co -1 I o 0 F- U cn� Lu �' cn Lo W < °- . N Lu m Lo d - Sheet*; A4 .I LANAI KITCHEN DINING ROOM ENTRY n4l All v� Co QD cti CD c� O c C) W C) c� C O ccs U Cl.. N 0 Cd c -C7 w a� cn CD r .c" cc Q CD H 71 cc 00 'r— CD CD O c. 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V Ca CDL 0 U as O c .0 H V d 1 ❑❑OQQ❑❑❑ 0000❑❑❑Q C) 00000000 Oro - 00000000 0000❑❑❑❑ 00000000 F-- rn Qo❑ Q❑o o ❑❑❑ Q rwEIEJEJ - z = 1:1Q0 000 w DEXI 00 ❑❑ ❑❑ ❑❑❑❑Q❑❑❑ Uj Cn z 0, Ui Cni Ui UJ W Cl) U UJ W am 1 co w M J W w > U— U) 00 Revision= Date: 15T DRAFT 2-20-18 Flit FLM 7-11-18 ENV CCLU46 11-110-18 Print Date: Drawn by: 11-1/o-2018 3CE LF1FCFE File Name: Scale: hA/YVVIE \L_.d6 114'4-0" 0 ao O mo 00 C; Q:: 00 C Q:: _j 1 0 S> i� F- C-) �N7 W Z - N L =a LA -1 ¢ `l 7^ . C Z w Sheet#: A5 �S L m E v m ,7 + Plinlud cspiusof Ibls dsanwnl mu not neidered siynud and sualud and dle wsiunalum must be wifiud on oily uluckanic wpiuu H V d 1 ❑❑OQQ❑❑❑ 0000❑❑❑Q C) 00000000 Oro - 00000000 0000❑❑❑❑ 00000000 F-- rn Qo❑ Q❑o o ❑❑❑ Q rwEIEJEJ - z = 1:1Q0 000 w DEXI 00 ❑❑ ❑❑ ❑❑❑❑Q❑❑❑ Uj Cn z 0, Ui Cni Ui UJ W Cl) U UJ W am 1 co w M J W w > U— U) 00 Revision= Date: 15T DRAFT 2-20-18 Flit FLM 7-11-18 ENV CCLU46 11-110-18 Print Date: Drawn by: 11-1/o-2018 3CE LF1FCFE File Name: Scale: hA/YVVIE \L_.d6 114'4-0" 0 ao O mo 00 C; Q:: 00 C Q:: _j 1 0 S> i� F- C-) �N7 W Z - N L =a LA -1 ¢ `l 7^ . C Z w Sheet#: A5 DISCONNECT SP SPEAKER 220 220 VOLT OUTLET DOOR BELL CHIME GFI GROUND FAULT OUTLET EXHAUST FAN THROUGH ROOF CEIL. CEILING OUTLET - _ a 24 FLUORESCENT LIGHT FAN / LIGHT COMBO FLOOD LIGHT r------------- SURFACE - -- ------SURFACE MOUNT i SURFACE MOUNT FLUORESCENT L. ------------ r.—.—..,..—.--—.---r --.------ --I 21 1/2"X50" RECESS i FLUORESCENT LT. i RECESSED LIGHT 1 I L----------- J SURFACE MOUNTED INCANDESCENT 0 PHONE TELEPHONE OUTLET ATTIC. ATTIC OUTLET AUC UNDER COUNTER OUTLET 110 VOLT DUPLEX OUTLET R C RECESSED CAN LIGHT O SMOKE DETECTOR SINGLE POLE SWITCH THREE-WAY SWITCH 4 FOUR-WAY SWITCH TV CABLE T.V. OUTLET WP -----WEATHER PROOF OUTLET CEILING FAN / LIGHT COMBO INTERCOM BASE ELECTRICAL NOTES 1.) THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANELS AS REQUIRED. 2.) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATION. 3.) PROVIDE GFI FOR ALL BATHROOM RECEPTACLES, WP RECEPTACLES, AND LIGHTING FIXTURES WITHIN 16' OF SWIMMING POOL EDGE. 4.) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION COMMENCING. 5.) ALL BRANCH CIRCUITS IN CONDUIT AS REQUIRED BY LOCAL CODE AUTHORITY. 6.) WHERE REQUIRED BY OTHER CODES SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OR EQUAL AMPACITY. 7.) BATHROOM CIRCUITS SHALL BE ip-20a. 8.) ELECTRICAL CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT LOADS WITH THE MECHANICAL SUBCONTRACTOR PRIOR TO ROUGHING IN. 9.) PROVIDE A MINIMUM OF 20% SPARE 20 AMP, 1 POLE CIRCUIT BREAKERS IN EACH FILE. 10.) PROVIDE AND INSTALL .LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 11.) PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (G.F.I.) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 12.) UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR* SWITCHES ... 42", OUTLETS ... 14", TELEPHONE ... 14", AND TELEVISION... 14". 13.) ALL BEDROOM, LIVING RM., DINING RM., HALLWAYS AND NOOK OUTLETS ARE TO BE ARC FAULT PROTECTED PROTECTED PER N.E.C. OPTIONAL VERIFY SERVICE OVERHEAD SERVICE DROP REQUIREMENT I TYPICAL ELECTRICAL 150 RM RVICE U EL PANEL (30 CIRCUITS) MAIND R/C DISCONNECT ETE SCOP ECT) 0- VERIFY o c e c sipnatute me9t be verified on any electronic copies. SERVICE I #14 COPPER TO LIGHTS & OUTLETS REQIREMENTS #10 COPPER TO, WATER HEATER THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING I #8 COPPER TO RANGE No UNDERGROUND I (ALUMINUM WIRING MAY N SERVICE BY BE SUBSTITUTED PER POWER COMP. I LOCAL CODE) 0 m ADDITIONAL , ~ o m o LL' EXTERIOR ELECTRICAL PANELS AS REQUIRED (20 - INTERIOR CIRCUITS) TYPICAL c METER AND BASE, I VERIFY LOCATION IN FIELD WITH OWNER & ELECTRICAL MATERIALS AND -Q LOCAL UTILITY COMP. INSTALLATIONS.SHRLL COMPLY cu W/ APPLICABLE PROVISIONS #Z- GROUND TO 3/8" ROD (10' DEEP) ALSO OF THE 2017 NATIONAL ELEC. GODS' LOCAL CODES, AND THE SERVICE TO BE GROUNDED TO FOTTING STEEL, LOCAL POWER GOMPRNY. 14.) SMOKE & CARBON DETECTORS TO BE HARDWIRED WITH BATTERY BACKUP 15.) PROVIDE TAMPER PROOF RECEPTACLES PER 2017 NEC 406.11 16.) HOUSE TO BE WIRED WITH CAT -5 AND RG -7 THROUGHOUT WIRE CIRCUIT FOR FUTURE POOL 406.11 TAMPER-RESISTANT RECEPTACLES IN DWELLING UNITS. - TAMPER RESISTANT RECEPTACLES IN DWELLING UNITS IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION OR SIMILAR ROOM. THERE RRE NO EXCEPTIONS TO THIS REQUIREMENT EVEN OUTLETS ABOVE THE REACH OF A CHILD FOR DEDICATED APPLIANCES MUST COMPLY. ALL AREAS SPECIFIED IN 2017 NEC ARTICLE 210.52 NOW ARE REQUIRED TO BE LISTED AS TAMPER-RESISTANT. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CHAPTER 3, SECTION R313 ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWEL- LING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THEN ONE FULL STORY BELOW THE UPPER LEVEL. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT: THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILT_ ACTIVATE ALL OF THE ALARMS IN THE UNIT. EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 7/1/08 AND HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE, SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE .BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. COMBINATION_SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED W _Q .ccs C:) - CL CIO I+— OPTIONAL OUTLET FOR SUMMER KITCHEN CD 0 c� C) cts C-) CD 0 U C77 8A'NFORD .— PAR10" o c C 04july riw d by nwna C -i_- DN::gx. 04000U(W015a15J00CFeW0pF700 [N+If�,xy1U0 C.-.. e-W.TN 1 ACES U M,11.W l xINlO A C_Ub L—i 11+re d -Ya W -Y 0' u'd0.3282t y'^y !, ctf z o U EL EL 0- - Printed copies of this document are not considered signed and seated and the o c e c sipnatute me9t be verified on any electronic copies. v u m - `R •# y vi t THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING m Ei AND CONVIENENCE OUTLETS ONLY. ARCHITECT WILL BEAR No NO RESPONSIBILITY FOR ITS ACCURACY. IT IS THE N m =� THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRIC- 0 m SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. , ~ o m o LL' c -Q cu U) C Q - z 71 Q 00 o 0 0 cts C-) CD 0 U C77 8A'NFORD .— PAR10" o c C 04july riw d by nwna C -i_- DN::gx. 04000U(W015a15J00CFeW0pF700 [N+If�,xy1U0 C.-.. e-W.TN 1 ACES U M,11.W l xINlO A C_Ub L—i 11+re d -Ya W -Y 0' u'd0.3282t y'^y !, tj 1' 11u awhc f1h docwn 1 f 321 .045 C ,lad k'(' 0242 Date. 2010.11.1011.20,020580 C - Printed copies of this document are not considered signed and seated and the o c e c sipnatute me9t be verified on any electronic copies. v u m - `R •# y vi t THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING m Ei AND CONVIENENCE OUTLETS ONLY. ARCHITECT WILL BEAR No NO RESPONSIBILITY FOR ITS ACCURACY. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY m =� THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE ELECTRIC- AL SERVICE AS REQUIRED, ELECTRICAL CONTRACTOR TO m SUBMIT ELECTRICAL PLAN AND PULL PERMIT AS REQUIRED. , ~ o m o LL' of Hq a E� Pq �r'd��u�•ur Od 10 10 1111❑❑❑❑D❑ 1100❑❑❑❑❑ 00000000 CD Qo 0000❑❑❑❑ 00000000 Q k. 00000001:1I — rn ❑000000❑ VJ Q ❑00❑0❑❑❑ Q ❑0000000 U - ❑❑0000❑❑ 1111gL1_10E1 1111E10410❑❑E1LL] < 1111 ❑0❑000❑❑ L 0 W <( Cn Lu Ag Alk LLJ uj 0 U LIA n W 0 LL C Cy7 Revision: Date= 6T DRAFT 2-20-18 FINAL- PLAN 7-11-18 EMW CCLL0,15 11-14-18 Print Date: Drawn by: 11-1�-ZS�18 JCE LEI0RE File Name: Scale: 0 00N CD my 2 00 a 00 0' o F— rn CO � -< %_ aCL C:) " U --a ' U F— Z U `�' 'q C\1�C H o to W <n . N W M 4J v , Sheet#: DESIGN STATEMENT: THIS DRAWING MEETS THE STRUCTURAL REQUIREMENTS. OF A.S.C.E. 7-10 AND THE FLORIDA BUILDING CODE 2017 (6TH EDITION) THE MINIMUM DESIGN PRESSURES FOR M.W.F.R.S. ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 27, SECTION 27.5 PART 2: ENCLOSED SIMPLE DIAPHRAGM BUILDINGS USING TABLES 27.5-1, 27.6-1 & 27.6-2 ROOF/MEAN HEIGHT 25' OR LESS DESIGN WIND SPEED 140 MPH, RISK CATEGORY 11 EXPOSURE CATEGORY C BUILDING ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 18% WALLS +/- 42.8 P.S.F. ROOF +/- 42.5 (based upon zone 3 pressures for all roof pitches) THE MINIMUM DESIGN PRESSURES FOR COMPONENTS & CLADDING ARE DETERMINED BY A.S.C.E. 7-10 CHAPTER 30, SECTION 30.5 PART 2: LOW RISE BUILDINGS (SIMPLIFIED) USING TABLES 30.5-1 & FIGURE 30.5-1 WALLSZO .6 WALLS(ZONE 4) 28 2 P.S.F. -30.96 P.S.F. WALLS (ZONE 5) +28.62 P.S.F. -34.59 P.S.F. ROOF PITCH 7-27 DEGREES ROOF (ZONE 1) +16.44 P.S.F. -26.17 P.S.F. ROOF (ZONE 2) +16.44 P.S.F. -45.52 P.S.F. ROOF (ZONE 3) +16.44 -67.31 P.S.F. 18" PPE -FAB SHUTTERS SHINGLED ROOF OFF RIDGE VENTS (SEE CALCULATIONS BELOW LEFT) 12 � 16 STUCCO OVER GALVANIZED LATH OVE• . 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INN rll/,�� I - - � I ��r ■c�o■� �� (�� __ -_ (III �i� on on■■�1�,/,� ,�1,� /�� ill on /MORE ME_._:1....11 �_ 11-� 1, ■..■ � ;� .-� � , ;� ,I.>♦/ IINi111(1lIJIL411HIIlIIIIlllflill>fl IJI►/�II /I IIi111111�L111IIIIIIIIIIIIIIIIIIIIIIlI1I►ll�llll/II �Il/� �• �• �� ■I■I�I�I■I■I■1■I■I�I�I� MI■11 ■1■I■I■I■I■I■I■I■I■I■I■I■I■I� " � JAI-I IIIIIIIIIIilllil!�IIIIIIIII � " IIIIIIillllllllllllllllll �� 1 r 11' r [910 1 an '' 11 +r • SHINGLE ROOF -7 cn OFF RIDGE VENTS (SEE CALCULATIONS BELOW LEFT) rr - - - - - 11 11 11 TNI UNLESS OTHERWISE NOTED: 1. USE HETA1 6 1810# CMU TO TRUSSES, JOISTS & BEAMS. 2. USE L 0 R HT S20 ( 1610 #) O S20 (1450#) FRAME TO .JOISTS &BEAMS. 3. USE MT S12 1000# FRAME TO TRUSSES, 4. USE HUS26 1 526# AS 1 _PLY HANGER G & H GUS26a2 2155# AS 2 PLY HANGER. 5. UNDER GIRDER BEAM S & S APPLY MINIMUM SAME NUMBER OF STUDS AS THE NUMBER OF PLIES IN GIRDER OR BEAM. 6. ALL EXTERIOR WALLS TO BET TREATED D AS BEARING WALLS. 7. LINTEL STRAP MISSING: APPLY (1) HTSM16 W/(4)1/4"x21/4" TAPCONS FOR 1,175 LBS & (2)HTSM16 (875) FOR 2,350 LBS UPLIFT. 8. MSTA36 (2050#) & HTS20 (1450#) MAY BE INTERCHANGED. 9. ALL GANGED (MULTIPLE) STUDS TO HAVE SP4. ALSO SP4 MAY BE USED IN LIEU OF SP1 & SP2. 10. PROVIDE HIP ROOF DECK SUPPORT PER APA GUIDELINES. *HTT4, HTT5, MGT W/5/8" DIAM ANCHOR BOLTS W/6" EMBEDMENT. ALL STRAPPING HARDWARE TO P.T. LUMBER TO BE GALVANIZED LLLL1 IF - - - 00 o -F-J CD 0 U C5- 'x C • 1 .r c 0 10 5/8" TEXTURED O CEMENT ON CMU RERR ELEVRTION- SCRILE: 1/41,7-11-011 n p w� O v. 00000000 CD ❑❑000000 OT -0 00000000 1111❑❑❑u[Ell ❑ �c ❑❑❑uCl❑❑❑ U L 0 00D00 Hn ' DD❑0 D �?� Q cv EJEJEJ 1111❑ Q H 1111❑ E U 1101 0001:11:11:1101 1011:01 W Q 00❑0❑C3u0 W t� UU 0 a W LU Uj LU j MC Uj 0 r -- CV LTJ CY) �e --j W 0 LIA W > O LL -- U) 00 Revision: Date: 15T DRAFI- 2-2ID- 18 FINAL.. FLM 7-11-16 BW CCLIft6 11-1(a-18 Print Date: Drawn by: File Name= Scale= 1 /4 1 fZJ 0 00 N co Z oa t, v Ca ao rn CZ Cd � T o LL �� r �D 0 1- -- 4- C-) C LU r to v� . N LLJ V/ Sheet#: m m m q m 041wly 47-d by Rarnando G.I. DN: 010.0.9.2342.19200300.100.I.I.A0109b00000015610700CFd00WF30C, § �' r.... Y''p CN-Hym:Ndo G.W., 0-IdenT.,1ACE5 Un411,1, I�givid al C -US R'` 'x . / .r• m c q ?� � , - Location. if449 r'.y.WaY. Orlando 328L1 -,`^y .� 1' Rem_ I - the a th 41 thu do m 1 �� a t' �� i��j'. *'.1 m w � �a co -d 3219450242 ~' 'j' U Me;2010.11.1911:19260500 r``'+'f �• 1.., mq 7 l 1 .'. I y m •+ 05 Printed copies of this document are not u v - considered signed and sealed and the `o ra `o signatureMust be verified ml any eleclronia cepios. u_ n p w� O v. 00000000 CD ❑❑000000 OT -0 00000000 1111❑❑❑u[Ell ❑ �c ❑❑❑uCl❑❑❑ U L 0 00D00 Hn ' DD❑0 D �?� Q cv EJEJEJ 1111❑ Q H 1111❑ E U 1101 0001:11:11:1101 1011:01 W Q 00❑0❑C3u0 W t� UU 0 a W LU Uj LU j MC Uj 0 r -- CV LTJ CY) �e --j W 0 LIA W > O LL -- U) 00 Revision: Date: 15T DRAFI- 2-2ID- 18 FINAL.. FLM 7-11-16 BW CCLIft6 11-1(a-18 Print Date: Drawn by: File Name= Scale= 1 /4 1 fZJ 0 00 N co Z oa t, v Ca ao rn CZ Cd � T o LL �� r �D 0 1- -- 4- C-) C LU r to v� . N LLJ V/ Sheet#: