Loading...
HomeMy WebLinkAbout2821 Magnolia Ave 18-4578 Bath AdditionLn k 22. 100'.00 AUX.STRUCTURE (NOT APART OF THIS PLAN) PROPOSED AREA OF CONSTRUCTION 100.00 PLOT PLAN SCALE: 1"=10' (NOT A SURVEY) 30,E BATHROOM ADDITION FOR0 : KELVIN BRUCE 2821 S. MAGNOLIA AVE. SANFORD, FL. 32771 I' N. PSTV% t';) r "I F'DElOE. sAIV;-Vf�V :-1�►\�'`JI\ �. --- --j—--T—;' — I r -I z 31 WI � � r4/Ni E"4 }.. 2 7 T HI S T tw,u5 JJ` E. h �. Iam_ ,28TH Pl _ _ BLvo '• k. > 301I; TT 0 if ST ��k; ( Al, SITE - o L a� Z Z Y.NI:1l',FN ' — AIRPORT BLVD I -- 3 tn,+wCno GENOA IA GT J G .IR,. T r, v iUDiANI! DR E WG 1 fR t"•..,i �Rli4YlE ,, R `•� % �� V � i L IJ I. . €I t trf a 9EJ' O , re' J , `LL `. a. ,-F Z^.._........_ CURiwacL Ito 1 V / L J LAK E MARRY :B LV VICINITY MAP af loop-47S6 ok 4o coou�-4 oM;44s*^ as ShaW.+ o., lu ; mxeff restympwo45 Aa4rxt N. T. S. SYMBOLS 01-20-30-513-0000-0130 DEC 14 20% LEGAL DESCRIPTION LOTS 13 + 14 2ND ADD TO PARK VIEW PB4PG5 PARCEL I. D.#: 01-20-30-513-0000-0130 SCOPE OF WORK CONSTRUCT BATHROOM (WOOD WALLS) ON ON PIER FOUNDATION WITH CONVT. FRAMED ROOF WITH ASPHALT SHINGLES AND MINOR RENOVATION TRIM WORK ASSOCIATED WITH BATHROOM ADDITION. AREA TABULATION EXISTING LIVING AREA 1,346 SQ.FT. PROPOSED BATHROOM ADDITION 77 SQ.FT. TOTAL PROP. AREA 1,423 SQ. FT. NO. INDEX DESCRIPTION 1 C-S COVER SHEET, PLOT PLAN 2 A-1 EXISTING FLOOR PLAN 3 A-2 EXISTING ELEVATIONS 4 A-3 PROPOSED FOUNDATION PLAN 5 A-4 PROPOSED FLOOR PLAN 6 A-5 PROPOSED ROOF FRAMING PLAN 7 A-6 PROPOSED ELEVATIONS 8 S-2 STRUCTURAL DETAIL SHEET 1 BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6th EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: ACI-318-08 BUILDING REQUIRMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9 TH EDITION S-301 SPECIFICATIONS. FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS. INCLUDING SUPLINIENTS, SPECIFICATIONS FOR STRUCTRUAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS D 1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMECHANICAL WORK OTHER STANDARDS LISTED IN THERE RESPECTIVE SECTION SECTION NUMBER USED ON SAME SHEET DIRECT OF SECTION KT� SECTION NUMBER 1%1S2 PACE NUMBER � DIRECT OF SECTION USED ON DIFFERENT SHEET - RECORD COPY ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUTLDING CODE 6TH EDITION AND ASCE 7 - 10 I. DESIGNED FOR WIND SPEEDS OF 140 MPH VULT 2. ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROOF = 10 PSF ALL OTHER DEAD LOADS = ACTUAL WT. OF MATERIALS. 4. WIND IMPORTANCE FACTOR = 1.0. 5. BUILDING CATAGORY = "ENCLOSED" 6. WIND EXPOSURE = "C" 7. TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0.18. REVIEWED FOR CODE COMPLIANCE PLANE EXAMINER -- - _- —__ SANFORD BUR-DINCQD�IVISION DATE A PERMIT *C it. E .; ;;HNL.L, ii{_ CONSTRUED TO BL LICENSF TO PE•1 CF..ED WITH THE WORK AND NO] AUTHORITY'ro UIOLATE, CANCEL, ALTER OR SI ASIDE AlvY OF I HE PROVISIONS OF THE TECHNIC CODES, NOR SH LL ISSIJANCE OF A PERMIT PRE) THE 8CILDI G OFFICIAL FROM THEREAFTER REUUIRIN6 f ORRECTION OF ERRORS IN PLAP CONSTRUCTILIN OR VIOLATIONS OF THIS COD a 20'-5" EXISTING FLOOR PLAN (MOUSE) REVISION AND DATE ITEM 0 j 01-20-30-51;3-0000-0130 ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE =�n1/2 S.W.1 /2 SWITCHED DUPLEX RECEPTACLE =®GFI GFI PROTECTED RECEPTALCE =0wh/GFI WEATHERPROOF/GFI PROTECTED RECEPTACLE =�}s SINGLE RECEPTACLE Q 220 VOLT OUTLET -�CLG. DUPLEX RECEPTACLE (CEILING MOUNTED) SINGLE POLE SINGE THROW SWITCH t3 3—WAY SWITCI-I 4—WAY SWITCH CEILING MOUNTED INCANDESCENT FIXTURE - H SUSPENDED INCANDESCENT FIXTURE Fz RECESSED INCANDESCENT FIXTURq. wT RECESSED WATERTIGHT INCANDESCENT FIXTURE O RECESSED EYEBALL INCANDESCENT FIXTURE Q� FLOURESCENT LIGHTING FIXTURE j WALL MOUNTED FIXTURE FLOOD LIGHT 0 TELEPHONE 6 DOOR CHIMES ❑ PUSH BUTTON FOR DOOR CHIMES TV CABLE TELEVISION OUTLET CEILING FAN LOCATION OR PREWIRE sD SMOKE DETECTOR —Cry THERMOSTAT 0CARBON MONOXIDE DETECTOR BUILDING CODE CRITERIA:....__ FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, Gth EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: ACI-318-08 BUILDING REQUIRMENTS 1,9R REINFORCED CONCRETE RISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9 THIEDITION S-301 SPECU-1CA11ONS. FOR THE DESIGN, FABRICATION AND EREFTION OF STEEL BUILDINGS, INCLUDING SUPLIMENTS. SPECIFICATIONS FOR STRUCT'RUAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS DLl AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMECI IANICAL WORK OTHER STANDARDS LISTED INTHERE RESPECTIVE SECTION ENNGINEERS N01"ES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE 6TH EDITION AND ASCE7-10 1. DESIGNED FOR WIND SPEEDS OF L40 MPFI VUqT 2. ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS R09F = 10 PSF ALL OTHER DEAD LOADS = ACTUAL WT, OF MATERIALS. I 4. WIND IMPORTANCE FACTOR= L0. j 5. BUILDING CATAGORY = "ENCLOSED" .6. WIND EXPOSURE = "C" 7. TOTALLY ENCLOSED INTERNAL PRESSURE C EFFICIENT= 0.1S. i SUrEET "We .Bring Visions To Life" j Office Phone: (305) 280-51507 Email: 1lifefriend a@gmail.corp PLAN FOR: KELVIN BRUCE ADDRESS: 2821 S MAGNOLIA AVE SANFORD, FL. 32771 _ DATE: 11 /2018 SCALE: PAGE: N�l1 �.!-� t� t3i..• ��� try . >� . ___ ,-fi—.r . . pN w'a , +, 1 Al � (, ►yc.. ` v t - PARCEL#: 01-20-30-513-0000-0130 EXISTING FRONT ELEVATION 1 /4"4-0" "LL WINDOW UNITS TO BE REMOVED _ ND REPLACED WITH MINI SPLITS �-\/I CT F-)—ten INICIII AT1nNI INI TWIG 0P�:-0 ALL W III UVIIY VIVII-) IV UL. I\L.IVIVVLU AND REPLACED WITH MINI SPLITS ALL WINDOW UNITS TU BE REMOVED_ /-ALL WINDOW UNITS TO BE REMOVED AND REPLACED WITH MINI SPLITS ---A 1/4"=1'-0" EXIST. R-20 IN THIS AREA (ATTIC) 71T] .... . ...... EXISTING REAR ELEVATION 32-21-30-4636; 04-030 BUILDING CODE CRITERJA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 61h EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL COOL' 2014 LOCAL ENVIRONMENTAL REGULATION: ACI-318-08 BUILDING REQUI MENTS FOR Ir EINFORCED CONCRETE AISC CODE OF STANDARD PRACFICE: MANUAL OF STEEL CONSTRUCTION, 9 TH EDFRON S-301 SPECIFICATIONS. FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS. INCLUDING SUPLIMENTS. SPECIFICATIONS FOR STRUCTRUAL JOINTS USINGASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS D1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMECHANICAL WORK OTHER STANDARDS LISTED IN THERE RESPECTIVE SECTION ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE 6TH EDITION AND ASCE 7 - 10 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VULT 2. ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROOF ;10 PSF ALL OTHER DEAD LOADS = ACTUAL WT. OF MATERIALS. 4. WIND IMPORTANCE FACTOR=1.0. 5. BUILDING CATAGORY = "ENCLOSED" 6. WIND EXPOSURE = "C" 7. TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0.18. .M 1 1 I ENT11 2x4 STUDS @ O.C. r1R1 ') iA TnD DI ATE: TYP HEADER DETAIL 2x8 LEDGER CONT. I' W/ 2" Ox6" LAG BOLT 24" O.C. 2x8 LEDGER PLATE CONT ASPHALT SHINGLE SIMPSON LSSU26 i. OVER DBL 151b FELT ON 1/2" PLYWOOD ©MEAS RAFTR 5 \ 2 1 /2 7'-10" T.O.B. OPEN TAIL RAFTER MATCH EXIST, DESIGN AND OVER HANG TYP. SIMPSON SP2 EA. STUD TO PLATE EXIST. SHIP LAP SIDING ON 151b FELT SIMPSON SP1 ©EA. STUD TO PLATE BOT INSULATION PER ENERGY CODE -DBL 2X4 TOP PLATE -2X4 STUDS a 16" O.C. EXISTING REAR WALL OF STRUCTURE INSULATION PER ENERGY CODE ,—P.T. 2x4 FL coNT SIMPSON FIU26— @ EA, JOIST TYP, INSULATION PER ENERGY CODE 2x8 jo1sr �`-- SIMPSON FI3 Q EA. JOIST 00 8"x16" CMU PIER 7.iiIIf_7 11II..,II1.:=III II) iIL. Ii 5 BARS IN FILLED CELL AS REQUIRED IN PLAN 24" 2 #5 BARS - C�� PROPOSED RAFTER TO LOAD ERG WALL �-- LO N.T.S. (y) .. r r o co M o N rco to — o C10 m �= z 1 U) C'7 m 1 LO in MATCH EXIST. FLOOR HEIGHT Ir 00 6 0010)11 EXISTINROOM G BAT-40 H 2x8 LEDGER CONT. W/ LAG BOLT 6 24" U.C. I I' i 7 20'-5" 201_2,1 1'-2" 41_2,1 41-411 31_011 7,_ ,1 44313H 3068_. ire j 1 o , N Lt7 � DENOTES PROPOSED LOAD � BEARING WALLS WITH STUDS � 16" O.C. BREAKFAST 1 z"-6" x 1J, x - N I � CD 8 -5 PROPOSED INT. DO � INSTALLED AND TRIMu 2668 <D DENOTES EXIST. WINDOW I wFl TO BE INFILLED WITH 2 X 4 42''., WOOD STUDS AND TRIM OUT ---_--- TI6-sS1 EXIOING AUNiE � ! � 11 -011 2 -3"L HALL S'_.iuX7'4rMA N�-Ot""OE TDC , n 0iv0_-03 7r-0 n x7 r4u r5-1i n x % r-4 rr OFOS, � 448D B/ TH - _ r - H , , „ , _„ i 2448UH 2668 2668 2668 C G PROPOSED INT. DOOR � o _ INSTALLED AND TRIM - i 1 An- 91-7,1 our 16,_511 � cL osE 1 j its � EXISTING�- �-- S-I-OF�°rort GE N - 91.711 � 1 '- '' w ,10'-8" I! E.t;:I�.STIING iv N) LIVING 16-7" x 22'-11" 2653DH I T 0 0 N 31_911 i 2,-6,, i 81-11„ 101.211 EXISTING BEDROOM 1 CONNECTOR SCHEDULE MODEL FAS'fENERS UPLIFT(133) CAPACITY SP-1 6-10d 4-10d 585 SP-2 6-10d 6-10d 890 SP-4 6-10dx1 735 MT512 lh-lUdxl lODU MT520 14-1Udx1 IUUU LSTA12 10-10d 755 LS'fA24 18-1 Od 1295 LSTA30 22-10d 1670 ' fA: ' L5rA36 26-10d 1715 MSTA36 26-10d 1995 H TA1 11—1 I truss) -65 - - I c - "` r{ qinker•F•Is�holt ' A33 4-10d 2635 Q1.-4-4 2-16rL 2200- - LFic1•L�twlt 23IID— >yAt ATFZ is all threaded rodCE � cri r-- M 0 in OD EXISTING 11-611 711 BEDROOM 11 "-1" x 'i'1'4" � 24470H 2447DH 3U68 2447DH 2447DH DEC f'i 9'41 X 5'-2'. — 2" Zn 6,_1„ 21_51 1 21_511 31_0,1 31 511 21 _511 21_5114 1 3,- � 0- n 16'-21' 11'-11 5,1 21-2 1 .. PROPOSE® FLOOR PLAN REVISION AND DATE LIVING 7. /140) 1 AREA 1423 sq f t 32-21-30-453�a04-030 i ELECC CL. LEGEND SYMBOL DESCRIPTION I DUPLEX RECEPTACLE i I _�n1/2 S.W. 1 /2 SWITCHED DUPLEX RECEP-FACEE =GFI GFI PROTECTED RECEPTACCE =0WP/GFI WEATHERPROOF/GFI PROTECTED RECEPTACLE i =©-s SINGLE RECEPTACLE -*D 220 VOLT OUTLET =�U0 DUPLEX RECEPTACLE (CEILING MOUNTED) $ SINGLE POLE SINGETHROW SWITCk,1I 13 3-WAY SWITCH 4-WAY SWITCH CEILING MOUNTED INCANDESCENT IXTURE H SUSPENDED INCANDESCENT FIXTURE RECESSED INCANDESCENT FIXTURE; wT RECESSED WATERTIGHT INCANDESCENT FIXTURE RECESSED EYEBALL INCANDESCENT! FIXTURE CC�1 FLOURESCENT LIGHTING FIX -PURE WALL MOON -FED FIX -PURE FLOOD LIfBj IGHT [� TELEPHONE DOOR CHIMES ❑ PUSH BUTTON FOR DOOR CHIMES TV CABLE TELEVISION OUTLET I CEILING FAN LOCATION OR PREWIRE SMOKE .DETECTOR —O THERMOSTAT � cD CARBON MONOXIDE DETECTOR . LEGEND - EXISTING. 8° CONC. WALL D =PROP. INFILL (WALL) ---- 7727,71 =NEW LOAD BERAING WALL W/STUDS 16" O.C. = NEW NON LOAD BERAING WALL W/STUDS 24" O.C. HB=HOSE BIB M.T.= METAL THRESHOLD ITEM Mle_,ijj*4,Q1U I-loWfato.l,,,cJr?. Pa, (-JK. Z`atI IVL.. 51556* BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING COUE'LOl7, 6th EDITION ELECTRICAL CODE: i NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: AC1-319-08 BUILDING REQUIRMEN'1'S NO1j.REiNFUKCEll CONCRETE I AISC CURE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9'1'EI ?I"1'IUN S-301 Sl'ECIFICA'1'IONS. ' FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS. INCLUDING SUPL[MENTS. SPECIFICATIONS FOR S'i'RUC'1'RUt11. JU1N"1'S USING AS'I'M A-325 BOLTS STRUCTURAL WELDING CODEAWS D1.1 AIS[ SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMECHANICAL WORK OTHER S'CANPAR.DS LISTED IN 1'HEKE RESPECTIVE SECTION ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE 6TH EDITION AND ASCE 7 -10 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VOLT 2, ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 1'SF, DEAD LOADS ROOF = 10 YSF ALL OTHER DEAD LOADS =ACTUAL WT. OF MA`I'ER[ALS. ` 4, WIND IMPORTANCE FACTOR= 1.0. ; S. BUILDING CATAGORY = "ENCLOSED" G. WIND EXPOSURE _ "C" 7.'I'O"i'r1LLY ENCLOSED INTERNAL PRESSURE COIrFF1CiEN'1'=0.18. -SUrEET- "We Ida~ink; Visions To Life" Office Phone: (305) 230-5�07 _ Email: 1lrfefriendagmail.cor� PLAN FOR-. KELVIN BRucE ADDRESS. 2821 S MAGNOLIA AVE SANFORD, FL. 32771 ®ATE: 11 /2013 SCALE: ' PAGE: �PARC E L#: 01-20-30-513-0000-0130 A4 12 5� SIMPSON H2.5 @ EA. RAFTER CONT, MTL FLASHING & DRIP OPEN RAFTER PROPOSED RAFTER TAILS TO MATCH EXISTING PROPOSED SHIP LAP SIDING TYP. INSULATION PER ENERGY CODE I i i PROPOSED RAFTER MATCH EXISTING PITCH FIBERGLASS SHINGLES MATC1- EXISTING 1/4' DIA X 4' WD. SCREWS 24' O.C. (32' MAX.) THRU \C9 Z N w U Q N GRADE d I I^I I �_ (D N P, T. 2x8 PL CONT. W/1" 0 A307 AB (8x3) @24"O,C. INSULATION ___--!�' PER ENERGY CODE — BILOCKING BETWEEN i I — DEL 20 TOP PL1,ATE — 1 /2" DRYWALL - DBL 2x8 HEADER W/i 1 /2" PLYWOOD U.r11.0. - PRF—ENGINEERED ALOM, WINDOW WOOD SILL �— 2x4 PLATE .2x4 STUDS ' @16" O.C. 2x4 PLATE CONT. " Pi LYWOOD - 2x�' JOIST @ 24" O, C. INSULATION 1 PER ENERGY CODE SIMPSQN H3 @ EA. i JOIST 8" CM L1{ STEM WALL i —I 11__,, I I —I I I^I I I-1 • 4 ,.4 .. 2 #51 BARS 24 CON-Ii. BOT. FULL HT WALL SECTIOr4- N-T S. �I I �I ,I L'f S ALT,, CONNECTION (RAFTER 10 WALL. N.T.S. tV co r1nI C11 PROPOSED 2 X 6 RAFTER 24" O.C.(TYP.) PROPOSED SIMPSON H2.5 @ EA. RAFTER TYP. PROPOSED DBL, TOP PLATE 21_211 PROPOSED ROOF FRAMING PLAN 1/4"=1'-0" LIVING AREA 1423 sq ft 01-20-30-513-0000-0130 BUILDING CODE CRITERIA: FLOR[DA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6th EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: ACI-318-08 BUILDING RL'QUIRMENTS FOI I(LtNFORCED CONCRETE AISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9111 I DITION S-301 SPECIFICATIONS. FORTHE DESIGN, FABRICATION AND ERECTION OF STEEL BUILDINGS. INCLUDING SUPLIMENTS. SPEC:IFICA'TIONS FOR STRUCTRUAL JOINTS USING ASTM A-323 BOLTS STRUCTURAL WELDING CODEAWS Dl.l AISI SPECLFICA'IIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMECHANTCAL WORK OTHER STANI)ARDS LISTED INTHERE; RESPECTIVE SECTION ENGINEERS NOTES DESIGN CRITERIA 2017 FLORIDA BUILDING CODE 6T] I EDITION AND ASCE 7 - 10 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VUL`1' 2. ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROOF = 10 PSF ALL OTHER DEAD LOADS =ACTUAL WT. OF MATERIALS. 4. WIND IMPORTANCE FACI'OR=1.0. 5. BUILDING CATAGORY = "ENCLOSED" 6. WIND EXPOS URE="C" 7. TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0.18. SAVEET- "We Bring Visions To Lie" Office Phone: (305) 280-5�07 Email: 1 lifefriend@gmail.com PLAN FOR: KELVIN BRUCE ®®RESS: 2321 S MAGNOLIA AVE SANFORD, FL. 32771 DATE: 11 /2018 SCALE., PAG E. REVISION AND DATE ITEM MlC.HAt5U 0`1LLrsM'. fg, 163 4-3 I41-yr., m m A rare. A-5 P(.. 3L Z I -a I PARCEL#: 01-20-30-513-0000-0130 Pllbi�lt��•gb3'f��13 /��� , i 'Y 7 L•i i {I .I i PROPOSED FRONT ELEVATION wl y) r , Af f. 1 ✓ 1 fit::. i; fi 1 Y GRADE REVISION AND DATE 0 EXIST. R-20 IN THIS AREA (ATTIC) EXIST. R-30 INSULATION IN THIS AREA PROPOSED SIDE ELEVATION �—ss=s �- EXISTING REAR ELEVATION ITEM r� �" 3 �'� �'�' L,.l� i`,t la.. iJ i�I �1tar"' 4 w (.. G �►�'; pNnWa . 4--1- 913-'C,4-`I3 i t f7 1 32-21-30-453Q-04-030 7'-10" T,OA (PROP. BATH ONLY) - 0'-0" FIN. FLR, (PROP, BATH ONLY) GRADE BUILDING CODE CRITERIA: FLORIDA BUILDING CODES: NEW BUILDING CODE: FLORIDA BUILDING CODE 2017, 6th EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: ACI-318-08 BUILDING REQUIR.MENTS FOB REINFORCED CONCRETE RISC CODE OF STANDARD PRACTICE; MANUAL OF STEEL CONSTRUCTION, 9 TtI S-301 jDtI'tON SPECIFICATIONS. FOR THE DESIGN, FABRICATION AND ERE L(HON OF STEEL BUILDINGS. INCLUDING SUPLIMENTS. i SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODEAWS D1.1 AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FORMECHANICAL WORK OTHER STANAARDS LISTED IN THERE RESPECTIVE SECTION ENGINEERS NOTES DESIGN CR I'ER1A 2017 FLORIDA BUILDING CODE 6TH EDITION AND ASCE 7 - 10 1. DESIGNED FOR WIND SPEEDS OF 140 MPH VULT 2, ASSUME SOIL BEARING CAPACITY = 2 KDF 3. LIVE LOADS USED = 20 PSF, DEAD LOADS ROO = LU PSF ALL OTHER DEAD LOADS = ACTUAL WT. OF MATERIALS. 4, WIND IMPORTANCE FACTOR =1.0. 5. BUILDING CATAGORY = "ENCLOSED" 6. WIND EXPOSURE = "C11 7. TOTALLY ENCLOSED INTERNAL PRESSURE CO FFICIENT = 0.18. kSUrEE "We Bring Visions To Life" Office Phone: (305) 280-5�07 Email: 1lifefriend a�gmail.ce PLAN FOR:,KELVIN BRUCE ADDRESS: 2821 S MAGNOLIA AVE SANFORD, FL. 32771 DATE:11/2018 SCALE: PAGE: PARCEL#: 01 -20-3- A-6 0 513-0000-0130