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10th St 328
- IOTfi STREET 84.86 INDEX TO DRAWINGS ARCHITECTURAL c-~ A-1 PORCH A-2 BATH A-3 FRONT A-4 PORCH & BATH A-5 PORCH & BATH NOTE TO ENGINEER: A-6 PORCH THIS HOUSE APPEARS TO BE A-7 BATH WITHIN t 500' OF CCSBL A-B PORCH A-9 BATH N 0 N x m a m m 0 LEGAL: LOTS 1 I AND 13, D(CEPi THE WEST 15 PEST OF LOT 13, BLOCK 12, PIAT NO. I SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PU6LIC RECORDS OF DUVAL COUNTY, FLORIDA. PROPOSED LOT COVERAGE: EXISTING EXISTING FOOTPRINT 2442 REMAINING SOLID PAVING 539 REMAINING PAVER5 132 REMAINING WOOD DECK 2 16 not counted TOTAL 3113 PROPOSED NEW FRONT PORCH 308 NEW DETACHED GARAGE 492 NEW REAR BATH I p6 NEW FRONT PAVERS 35 NEW A!C PAD 36 TOTAL 977 GRAND TOTAL 4090 LOT 11036 PERCENT COVERED 37~ ao a-~ D-2 G-3 O-4 G-5 [3-6 O-7 GARAGE GARAGE GAR,4GE GARAGE GARAGE GARAGE GARAGE COVER SHEET & SITE FLOOR PLAN flOOR PLAN ELEVATION ELEVATIONS FOUNDATION ROOF FR,4MING ROOF FR,4MING SECTION WALL SECTION FLOOR PLAN ELEVATIONS ELEVATIONS FOUNDATION CEILING JOIST PLAN ROOF FRAMING SECTION ~ I STRUCTURAL of 81 PER ENGINEER 82 PER ENGINEER ST1 PER ENGINEER ATTACHMENTS ITEM 1 SEALED SURVEY ITEM 2 PAGE 1 OF FORM 6000-01 FLORIDA ENERGY EFFICIENCY CODE ITEM 3 PAGE 2 OF FORM 6000-01 RORIDA ENERGY EFFlCIENCY CODE NDTES: 1) OCCUPANCY CLASS IS GROUP R-3 2) CONSTRUCTION TYPE IS TYPE 5B 3) APPLICABLE CODES: 2004 FLORIDA BUILDING CODE, RESIDENTIAL 2004 NATIONAL ELECTRIC CODE 2004 FLORIDA FIRE PREVENTION CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE ~ ~$ 0 (m Z ~U W J~ 0 p< C[N L~ ~~~+ $V r t0 n n W o ~_ I W~ ~0 ~~ L~ ~~ Oa( rW Q N~ n ~. z S r 0 9 F Y Y I a o ~~ n z ~o ~o g ~; da 00 ;o p~~ o~ ~U 32 S Te,-w+h ~• 5 1 1 0 t' L A N SCALE: III 6"= l '-0' x m 8 z CU L 0 Q Z -U 1 W J ~ _ < 0 ~ W 0 rN n ~o ~ ~ -oa ~ ~A ~ » 30 -8 ~ <+ f~ ~ o f N~ 10 -4 10 -2 10 -2 "a verify to line w/ wall BRICK ~ P.T. WOOD COLUMNS (~ SEE SECTION D ~ G W ~o GROUND SUPPORTED ~ F ~r ~~ ~~ P,T, WOOD DECK P ~ I 0 ~ ~I U 0 r~ ~ N a ~ p nU h W E 0 Z g F IsTING 0 RY TO a D ' MAIN ~ B z J d J 0 0 D J ~ = 0 0 ~ ~ r ~ n p , + a o ~ 4 ~ ~ n o ~~ a S k m u E 0 m E 0 ~~ J WJ_ 0 0 ~ ~n n ~o ~ ~ _oo ~ ~aa }0 ~t h 0~ Np N0 0 n J W o 0 ~_ N ~ WC I w E ~0 ~ ~~ N ~ r, _ ~ ~ yI H- Vr ~ o U w ~ ~~ F } _ r~ U.. 3 10 ~ a3 \ ~ ~, o NEW DOOR IN ~ 4 ~ or per a ~ EXISTING ~ -~ owner Z ~ OPENING Z 24 F LINEN 0 EXISTING AlC fan UNIT5 RELOCATED O TO I1ERE ~w lite d' BATI1 ~ s fan ~ N I Z lite "r~ J a 3030 ~ ~ Q 6 12 4 e r = 00 ~ ~ h ~ ~\ I~ O,0 a:~ ~o 0 z~ a 0 z W ~ o Q 'U WJ ~ -~ a 0 N ~N n ~o W~ _oo ~~ ~a ~t N W of N NO Y, a NO e EXISTING ROOF GABLE ROOF AT W ~_ BEYOND W~ NEW PORCH I ~ ~~ a~ ~ BRACKET OR ~ i 12 ~ CANTILEVER BEAM -, ~ o U ~' ~~ m q ~U Z Z S 0 F D- r NEW BRICK AND NEW WOOD DECK WOOD COLUMNS BETWEEN COLUMNS Z NEW FRONT PORCH ~ F FRONT ELEVATION north W J W ~' ~ r Z°o ~o 0 N ~~ ~,o ~, ~ o ~~ ,~, o 0 R a a X m F M1 c E a -~ Q m i~ _C x m n u N 0 N S N l~ W ~~ t1 ~m ~U Y ~~ ~2 ~ ~ < l4 Q p CN . _ ~ C L~ BYO ~~ry Nen~ eAm ~ pt „a ADDITION ; e n Id ~3 w ra - ~~ 0 =_ F °~ IA Z n PARTIAL R EAR {50UTIi) E L E V A T I O N 0 ~ G 0 a ~ ~~~ ~~~ ~~~~ r ~~ z P.T. 60XED MATCH EXISTING 0 ~T SIDING t P.T. GROUND ~ MATCH IXISTING SUPPORTED WOOD DECK W ~ ~ n BRICK AND MATCtt EXI$TINC, ~ ~ ~ ~ BRICK 51LL - - BRICK VENEER ~ + ~ ' \ o o ~ 3 NEW PORCH NEW BATH RIGN7 51DE (WE5T) ELEVA710N g 6 c x m c E "n7 a N N N 30, _ $„ ~ v - 10 4 „ 10-2 ,~ 10-2 n~ m Q verify to line w/ wall Z I~ ~ J 13R1CK ~ ~ n .. ^ VENEER ^ ^ ^ ~ ~ ~N n ~o ~ o 30" 5Q. X 10" DP. A ONC P D W ~ -o ~ ~a ~+ ~ C ! 3 'S ~ N o 3 5 E.W. ) IL Nt r0 ND ~ 8" SQ. BLOCK FILL W! ~ CONC. # # 5 VERT. ~. SEE SECTION PORCH FOUNDATION PLAN N w ~ 0 ~ o ~ ~ F _ oWC~ 0 ~ 4 0 t• rI 0~ ~~ N q i 0 ~U F w e Q Z g F 2X I 0 FL. JST. M 0 a Q 2~4 O,C. 4 WHERE SI10WN 8 6RICK VENEER ~ w z Z W V Z ! Y Z PROVIDE Q ` SX 16 ~. SCRN ~ . TI VENT h S ~ ~ o Z ~ o SIDE ! o 20" X l O" DP. CONC. ~ '' ~ N ~ " 8 BLOCK FOUND FfG. W! (2) # 5'S CONT. ~ ~ " ~ ~ o ~ ~ FI E WALL LL C LLS , 12 W! CONC ~ #5 ~ . VERT CORNERS Q ~ ~ MID SPAN BATH FOUNDATION PLAN = ' a x m Q m N r C L (~ m Q Z -~ J W~ MIN. P.T. 4X4 POSTS 2X8 CLG JST. ®24" O.C. ~ '4 0 CN 0 L P.T. 4X8 P.T. 4X8 P.T. 4X8 _ o0 7eeCC r ~r~ ~ ~~ ~ ~~ ~ ~ rrr~~ ~ ~~ ~ ~~ ~ ~~ . Tfp it SEE PORCH SECTION ~ N . FOR STRAPPING W p+ I a as w ~ - -~- - - F x 0 ~. a ~. ~ o p.: N W E ~~ I W~ REMOVE EXISTING r ~o J OVERHANG ~-------- --- ----- --- --- ---- -- -- ---- --- --~ _ ~' ~i~ A9 REQUIRED t . I I ~ ~~ I I o° ~' I I r~ I m ~ a N (} I "~ Z / g ~ / F ~ / - 0 ~ / 0 ~ / / ~ / ~ ~ / ~ / 2X6 OVER: FRAME ~ ~ Q 24" O.C. Z ~ / a ~ / BRACE DWN. MID SPAN ~ Q L ~' ~ r3 Z r r rr^^ 'J ~ ~ ~ r p0 !~ = I 0 r N ~ ~n t° Q ~~ ~n ~ b z ' Q x m n u E n ~o N I C L (~ o 4 Z ~~ J W J ~ r< 0 q 0 ~N W n ~o ~ ~ _oa / ~ / 7 ~0 ~t ~ n = Ot ~) NO li NQ O Y FF0 W O I W~ ~ 0 ~4 V O L• MI \ ~. U 0 r~ ~ m o N ~ j NU n~ w !` D z g F 2X6 OVER FRAME 0 ® 24" O.C. 8 2X6 RAFTER (~ 24" O.C. Z Q u 2X8 CLG JST. Q 24 O.C. ~ L REMOVE EXISTING 0 OVERHANG z ~ A5 REQUIRED - r w 0 I ~ N F I ~ 0 " 0 2 2X8 BALLOON FRAME 2X4 ~~ m \ r ~ o a GABLC OUTRIGGERS SEE BATH SECTION FOR STRAPPING 1 a 0 v O c ~~ ~ a d. N I \Z Z ~ ` 3 w ~\~ ' ~ ~ ~ ~ I w 3Q o ..-, ~ ~ o "~ 2~U UN DO N o f~Z OZ~ X p~Wz WrY N m-,w~~. o !A davJd 4 O~Y J0. ,mn. s w J~U U Boa •u~N HUH 'O Q~~w L~J \H Z J ~cn_~c~oQ 1 I YI I- wW O 1 . 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I I 8' X T HI O.H. 8' X 7' HI O.N. 2X6 2X6 2X6 2%6 2X6 d od f o o 1 M 1 M # # 2' 2' 8'-4" S'-4" t'-8" 1'-S" 8'-4" B'-4" 2' 2' 22'-4" 22~-4" c r x m E E n a 0 0 I C L o Q 'U W J ~ ~< 0 ~ d CN r ~o ~ -08 ~0.0. }0 ~t ~n ~ ~y °t N0 , IL NO _ _ o ~ ~ ~ 11ARDI BOARD z ~' _ ~~ 0 ~ ~ 51DING yI ` 1 Q~ r~ a D b ~U Z 0 Z g r 0 E A S T E L E V A T I O N LOUVERED VENT 12 ~ 6 W - ~ Z 0 Q _ _ ~ 0 ~ ~ Q R I ~ O ~ \ ~ ~ ~ r O o Q W I > W , ° ~ • o I ~ ao J '' i o n \ Q I~ W o ' 0 ~ W n n 0 e a1 GARAGE DOORS : ' ~ r NORTH ELEVATION t x n t Y ~~ n ~o Z ~u Y J~ ~ 0~ N °rn Q~ 7~ f ~n Q' ~ ~ - - ~ - - B n F m ~o HARDI BOARD I ~' ro ~ 4 SIDING + 0 5x F o~ ' a ~ nU Z ~F _ ~ Zt F r O WEST ELEVATION LOUVV~ ~2 D 6 E -- w W D -- - Z 0 ~ ~ o Q W m ' °o tl J ~ o f W ` ~ 0 - . n IJ i ~ 0 ~ ' i i a ' SOUTH ELEVATION L~s c x E E n Q fV m N v HD2A OR HD2A OR EQUAL EQUAL 8" BLOCK FOUNDATION WALL FlLL ALL CELLS W/ CONC. - SEE WALL SECTION FOR VERTICAL STEEL LOCATIONS 20" WIDE X 10" DEEP CONC. FOOTING W/ (2) ~ 5'S CONT. TURN OUTSIDE BAR AROUND CORNERS 25" w a • ~ ~ F p yy ,H,M IBERMESH qN OR ON VISQUEEN HD2A OR nD2A OR EQUAL EQUAL - - - - - - - - - - - - - - 51LL 51LL (2) HEADER SNDS W/ (3) FULL STUDS t HD2A 2' 8'-4" 1'-S" 8'-4" 2' 22'-4' N N I W 0 Lc W d m Q Z -v W~ D -< d KN r ~o W ~ -oQ ~7 ~4t ~n ~ °t N NO Ir NQ Q W o ~_ 1 ~~ ~o F N 4, ~I OU F ~~ y ~ W b ~U 1 ~ Z 0 g r a a ~ ~ v z a g 0 ~~ o y ~ n = W °$ ~ ~ , o F W'~ 0 ~~ 'o ~~ ~~ i ~ 'n n 1^^1 ~ n x m n u E I C L m 4 Z 'U J WJ a -< r rr r r n 5 -2 12 5 -2 - 0 ~N PLYWOOD FLOOR Tt11S AREA ~ ~o ~ ~ _o ~~ Q ~+ N ~t ~y N~ IL r NQ 7 2X ! 0 CEILING JOISTS 0 ® 16" O.C. SEE SECTIONS W o ~_ T ~~ 0 F k 0 2X4 STUD BRACING ABOVE r a ~+ I ~ F- U 3N ~ ~ ~~ o~ o W~~ a ~ a !- ~ _ ~ U oc = Z v 2X 10 BLOCKING GUT BTWN '~ wQ W ~ 0 g N N - F 0.~. = F N=N - ~U Q 0 ~ u3 Z W Q J ~ a ~ Q o o~ I " BEAM OR EQUAL G GOVT. 3 !6 X 12 LAM ~ W ~ I LSTA2 I STRAP TIE a Z ~ o EACIi HEADER STUD W! ~ N Q TYP. SP6 EACH FULL ~ ~ \ F n ~ STUD W " o ~\ 0 r n _~ ee 1 2 r X m E E n -~ d m i~ Z cU L 0 Q t U .~ Y J Q _ 0 ~ 0 CN r ~o ~ ~ -o~ ~ ~a ~t W ~y IL of N~ A N d .. IY p ~ I _ ~~ 0 CONT. 2X6 RAFTERS Q 24" O.C. ~, ~ 4 BRACED DOIhM TO ~ i ~ w U CEILING J015T5 - 5EE 0 w SECTIONS ~• o ~~ o a m ~ ~~ w U ~ ~ 0 ~ ~~ ~' Z m ~ Z 0 - g ~ o U Z W d 0 ~ Q a ~ ~ ~ Q 0 W 0 ~ ~ ~ ~ , ~ r o o Y ~ " 2X4 OUTRIGGERS Q 24 0 C, ~ ~ ~ N \ Q ~ a n ° ~ a t , ~ n o ~ Q r 3 N c x m E _9 u E N Q r i< ~ T u 2X8 RIDGE BE/~M ''++ Y m Q FlBERGlASS SHINGLES ON 30~ FELT Z -0 7 18" oSe sHEATH. - ' - - - - ' ~ J AGGE1t JOINTS - L_ J Q -~ INSTALL PER CODE W/ 0 MET. SPACERS dt 8d NNLS ' " ~ o O.C. 4 O.C. W IN 4 8 OF ENDS) A 0cn ALL SUPPORTS 2X4 COLLAR BEAM " -00 46 O.C. ~ ~ ~t ~iN 12 0,~ ND 2X6 RAFTER 0 24" O.C. IL NO BRACE EACH DOWN To s ATTIC CENJNG JST. AS SHOWN L5TA8 STRAP T1E 2X4 BRACE UNDER O EACH RAFTER 8' MTS12 TWIST STRAP 3/4" PLYWOOD ATTIC FLOOR ~ ~ 0 ~ TS9 TWIST ' I _ ~ ~ (2) 2X4 PL ~ L F ~~ ANOD. ALUM DAP 0 M I P.T. 1X2 OO W P.T. 2X8 ~ ~ q FASCUI 2x10 BLOCKING U 2X10 COLINC STS 0 18' O.C. ~ BETWEEN PERF VINYL. SOFFlT Z ~ ~ O LSTA21 sT1~AP nE FROM TOP OF 2X4 PLATES ~. TO STUDS BELOW ., 2X4 STUDS 0 18" O.C. Q HARDI-BOARD ON TYVEC 0 7 18 OSB SHEATH. / 8d NA1L 0 4" " ~ r O.C. 0 EDGES dt 12 O.C. 0 FlELD STUDS caNr. BLOCIaNC cuT BTWN. o sHEATFgNG G A R A G E JOINT OR 48 O.C. VERT MIN to W Z n 0 Q 12"X10""A'BOLT / 2.5" SO. WASHER Q 048 O.C. dt W/IN 6 ~ OF CORNERS, EA. SIDE W OPENINGS di EA. SIDE OF PL SPl1CES SP4 STUD-TO-PL CONNECTOR ~ Q ' q 4 CONC. SLAB W P.T. 2X6 PL ON INSUL. CURB VARI6 W GARAGE ~ 8X8 10 t0 W.W.. p , ~ (~ OOR SLOPE ON UEEN D o t 0 o ~ n ~ ~ \ F " ".L ~ 'x ~ ,~1.~ ~r~ 8 BLOCK FOUNDATION -.te ` ~ ~ 0 0 a WALL F1ll ALL CELLS ° N ~ ~ n Q w/ CONC. .., o ~--CLEAN, COMP., CHEMICAL. TREATED GRADE VARIES FILL DIRT 0 GDRNERS dt .' ~ VERY , . ~. 8' O.C. & EA. SLOE DOORS W 8" HOOK / ' " • r ...., , ~ ~ :: INTO FtG. 0 12 INTO SLAB 20 X 10 CONC. FTG. W (2) 5 S CONT. r ~ DATION r