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2239 Barefoot Trace i PAT PE5CvlrfloN i i I I I I i I I THIS DOCUMENT IS AN INSTRUMENT OF SERVICE,AND IS THE PROPERTY OF JAMES R.MCCUE& ASSOCIATES.ANY USE OR REPRODUCTIONS WITHOUT THE TOP OF 2X8 RIDGE BEAM A. EXPRESS WRITTEN PERMISSION OF THE 12'-3 1 /2" A.F.F. j ; VALLEY FLASHING — "BULL DOWN" ABOVE MENTIONED PARTIES IS „ STRICTLY PROHIBITED. 18 ALUM. (9„ EA WAY) FLASHING ON 1 /2” TYPE "X" PLYWOOD AND O COPYRIGHT 2002 DOUBLE 30# FELT TO 1 '-6" ABOVE &! TO SIDE OF VALLEY. IN ADDITION CLIENT: -- ---- ! BULL IN 12" ALUM. © ENTIRE ROOF EDGE. JAMES HANSO --� N FAMILY i -- RS 150 STRAP x 2'-0„ i TOW 8.-7ffAk i t ,f TOW 8 —7 A.F.F. A.F.F. 8" FASCIA1 , „ 8►, FASCIA 2'-0" 3/8" SURFACED ONE SIDE PLYWOOD PROJECT: IDE" SURFACED ONE 2'' VENT CONT. S PLYWOOD ~ ! A PORCH ADDITION TO 2" CONT. VENT NAIL DBL TOP PLATE W/(2) 12d HANSON FAMILY HOUSE COMMON WIRE NAILS @ 8" O.C. (TYP) 2239 BAREFOOT TRACE 4. REINFORCED CONC. SLAB ATLANTIC BEACH, W%6x6/10/10 W.W.M., 6 MIL FLORIDA i j VAPOR BARRIER OVER CLEAN, I COMPACTED, INSECT TREATED FILL SLOPE TO OUTSIDE , f �.2 ! "SEMCO" ADS 2 (TYP) W/ (2) 3 —0 I-ik j A.F.F. ---- - - 5/8"0 BOLTS THROUGH POST ?� I W/ 2"0 WASHERS W/5/8"0 "SEM�CO" ADS 2 (TYP) W/ (2) �' BOLT EPDXIED INTO REINFORCED CONC. SLAB 5/8 0 BOLTS THROUGH POST W/ 2"0 WASHERS W/5/8"0 SCREEN MOULDING— BOLT EPDXIED INTO REINFORCED BRONZE COLORED ALUM CONC. SLAB ACCEPT CHOARCOALOFIBERGLASS 2— 5 S CONT. 1 _ o° SCREENING -#5 'S CONT. 1x6 P.T. SLOPE 2 # �!. TO OUTSIDE 0'-0 , .� I� " _ Of—Off F.F. • ; - F.F. 3p Ott ,f 6 LAP SIDING #5 DOWEL 48 O.C. James #5 DOWEL 48 O.C. ,� „ �;, R McCue - �' , ' �� SEMCO ADS 2 W 2) — & ASSOCIATES ,> 5/8"0 BOLTS THROUGH POST 2-0"x1 '-0" SPREAD FOOTING Architect AR 11214 2-0 x1 —0 SPREAD FOOTING 2x12 W ROUNDED W/ 2,f 0 WASHERS W/5/8„ � ;� / W/2 #5 CONT. & 1 #3 CROSSING BOLT EPDXIED INTO REINFORCED EDGES W/2� #5,f CONT. & 1 #3 CROSSING 4203 RD.STREET S. © 3' . 0 0. C. ON UNDISTURBED ` '' \ `\' CONC. SLAB ® 3 —0 0. C. ON UNDISTURBED JACKSONVILLE BEACH, SOIL STEP TO ACCOMMODATE �''�� ' 'y' SOIL STEP TO ACCOMMODATE FLORIDA 32250 ,,�..�, , ,� , ,,, � ,.� � 2x4'S @ 4,_0„ O.C. SLOPED EXISTING FINISH GRADE '\ \' %%; i �i��'; , %��,- SLOPED EXISTING FINISH GRADE TELE.(9o4)24I-g800 ,w CELL(904)237-6889 0 PLATE P.T. � I SHEET CONTENT: —x �x---x---r WALL SECTIONS & c L a O E/7,7/77 7 DETAIL L A DETAIL 2�—c'� i SECTION 2 SECTION A2.2 3/4” A2.2 3/4" I I I I FINAL REVISION RELEASE DATE AS NOTED rn�AwN: BBG JRMc 02/08/02 % p •''" ic .No 002-02 P A t t 21to;� /. .... y :: A262 ! �lllff,' 3 OF 3 '�f[r5 I GAT m5CIJl' m CONTINUOUS 2x6 LEDGER— EXTENDS TO END OF SHED r °T 2x8 LEDGERS @ 2'-4ff 12 fft` 1 W/(2) 1 /2" BOLTS INTO 3- 1 /2" (-- EXISTING STUCS CRICKET (ABOVE) SUPER �. cI Qii.z —"' '-' _ REMOVE EXISTING ASPHALT SHINGLE IMPOSED OVER VALLEY 92 — /lA.F.F. ;— & UNDERLAYMENT PRIOR TO OVERFRAME f GENERATED BY NEW & EXISTING ROOF (SEE NORTH ELEVATION THIS DOCUMENT IS AN INSTRUMENT OF --- - - P.T. 2x8 SCREWED TO ROOF C I SERV E,AND IS THE PROPERTY OF 8'-7ff A.F.F. Jh — — - W/(2) 3-•3/4" ROOF GRIP SCREWS TO � r = � JAMES R.MCCUE& ASSOCIATES.ANY EXISTING ROOF RAFTERS 4' - - USE OR REPRODUCTIONS WITHOUT THE _ 2X8 SCREW C EXPRESS WRITTEN PERMISSION OF THE ABOVE MENTIONED PARTIES IS -- TO EXISTIN x STRICTLY PROHIBITED. RAFTERS t 2x6 S.Y.P. #2 LEDGERS— ` `' i ► FASTEN TO EA STUD W/ 2" Qc COPYRIGHT 2002 4 _ 3/8 x 4" WEDGE ANCHO rA f' CLIENT: 2ND FLOOR - — —. i a4f , ffsEMco PITCHED RAFTER JAMES HANSON FAMILY • P.T. 2x 12 — i Z 'r'F r7,,Pr 1 r::{ :r•r i M 'T •._',•t< +. F., '4 F• �w' CC" �: i f i fi" a s tt• 5 h. Y . „rSUPPORT BMP 28 TY .. l.t. ;t' � a \ \ �` .� � i�1T i s•., s a s ,,;.T. T ,r + s Y.K: :r. :r ` P • ..Q`r� ;�- l� i i � � .r '�`. . �`< �•/i /1 � �,. \, ,3, c a.,'i -`o.,. -xJ....� ._Y i. -.ey ♦ k -Y..: . :n^F, [d,, r -::r^' d �' z � !! FXtS'C 1 Pt F/S.S C 1�4 .� �.• �<\ \ ~\�\ <<f\, l\ iY, 'y\ � �,, i��h� ;.. � ' "J MCO" H 5Nw , y t fi 2x4 BLOCKING SECTION 2x6 P.T. LEDGER ,gin "SEMCO" ADJUSTABLE RAFTER „ ;' , �t6 S.Y.P. # @ 2' 0” O.C. CONNECTORS TMU 26 W/ (10) A2.1 1/41$ = 1 -o �.:�: 1 Od NAILS PROJECT: IAC-r''L- rf Qt?T1tcT( 11-o,t EXTEND SID A T :: "SEMCO" ff ff A PORCH ADDITION TO E W LL 0 RECEIVE SEMCO CLPBF @ EACH OUTLOOKER NEW OVER—FRAMED FOOF - , HANSON FAMILY HOUSE TO 2x6 SHED ROOF RAFTER "SEMCO" RS 1 ff 2239 BAREFOOT TRACE 50 STRAPS x 20 ATLANTIC BEACH, ► 1 ffPASS OVER FLAT 2x4 AND ARE , t NAILED TO EACH SIDE OF #2 S.Y.P. FLORIDA 4r I BALLON FRAME SEE NORTH cxz ? "SEMCO HCPRL'S @ • :: •�Z.j.Z - 1R•:3 r 2x6 RAFTERS STRUCTURAL ELEVATION (TYP) r EACH RAFTER (TYP) 2:j I Az.l 2x4 S.Y.P. #2 OUTLOOKERS 2x6 RAFTERS .. y ,..,,, h'? ..ra:,?r,d.1.+-t .,,v.`i.u� i.'•..rf- ' : `,, .: Y.r. .., ' .AP"' 1�5..>a�•..�t11 00 "SEMCO" RTP 8121 W/(9) NAILS �,�\ 'j%' , � i��%�%j '/, 1 _0 OVER TOP PF 1 /2" C.D.X. PLYWOOD @ 4'-0" O.C. ABOVE GABLE FRAMING ,. kyr+• A STAIR DETAIL X ppR ;Mr__ '�1. f'0 A2,r 3/4„�=_..1'-0” _.:..__��_ _ - _ I HCPRL EA SIDE _. -_ - -- - HCPRL EA SIDE "S 0" EMC o _t-t4 {t�� Nca- . : U�� s.`t'►T=' f CLPBF CV .- - James R. McCue `(r..!�•. it 2 x 6 CO L.LAR Cift«`1" f� I•_�7b12., _ TIE & ASSOCIATES atm :p �t1h1 2S E STRUDCTURAL tt. Architect AR 1.1214 till ELEVATIONS) I V <r :2r'` :Cn.a..�G. .l-r�....�l.fit-�,:_t�UGL. .:t?c��,c At4' - � -N .� d 420 3RD.STREET S. . �E 'Y :1F /�iC�.rt�1, nt`1 Atr�G�tCNG�r� _ . JACKSONVILLE a: PcCt. '{��. i�?( uLI= ttlLIAt '. 1:?C2 'Girl 2 K8 Sof f�I't" M Gf�# it4U5 ..Coil FLORIDA BEACH,32250 .• 1 " . ROOF FRAMING PLAN TELE (904)241-8800 n CELL(904)237-6889 1/211 _ 4 SHEET CONTENT: w �+ - , r =•�"!N'CIT- 7 . Q •� 'Y I � cl - 'tr �tl tRotaZE cQl:c�cz- FINAL REVISION RELEASE DATE AS NOTED BBG NOTE: CONTRACTOR SHALL REUSE THE FLASHING OF THE SHED ROOF C�ESIc�N JRMc AT THE SOUTH END OF THE NEW P RCH. REMOVE THE ROOFING AND UNDERLAYMENT ON THE EXISTING SHED TO ALLOW ROUGH n�' ' $F'` r�ar� 02/08/02 FRAMER TO LOCATE THE ROOF RAFT RS. THE EXISTING ROOF ut '`5 ` ' ,�`��� � ' •• ' , SLOPE SHALL BE VERIFIED AND THE�NEW SHED AT A PITCH OF� '� r aAF: '•� k�u� N� 002-02 3 1 /2 :12 SHALL BE OVER FRAMED OVER ,IT. THE PLATE HEIGH'f;{ 001-02-A1 . 1 FOR THE NEW PORCH SHALL BE SET AT 8'-7" AND ALL FRAMIoo I� WORKED TO IT. (PLEASE NOTE: IF PROBLEMS ARISE WITH THE �'� :p '• �' �� I • /M i .INITIAL LAYOUT, CALL THE ARCHITECT TO THE SITE TO WORK OUT �'�•''•.. PROBLEMS BEFORE PROCEEDING. A201 , �� p1~` t 2 r 3 tcTs -= - ----------- * DEMOLITION OF OPG 6►_0►,x6,_8„ VINYL CLAD I ASPHALT SHINGLES OVER `6101-13 \ BRONZE (TO MATCH EXISTING UNDERLAYMENT \ WINDOWS) "PEACH TREE" T.M. \ . OR "WEATHER SHIELD" 12 _ -- — ----- __- \� �-I�N THIS DOCUMENT IS AN INSTRUMENT OF 1/2 --- — SERVICE,AND IS THE PROPERTY OF -13 A2 2 ;.. „: JAMES R.MCCUE& ASSOCIATES.ANY ti 3. ax USE OR REPRODUCTIONS WITHOUT THE `` d EXPRESS WRITTEN PERMISSION OF THE SCREENED i ASPHALT SHINGLES OVER *' y pp ABOVE MENTIONED PARTIES IS OPENING (TYP) j UNDERLAYMENT I I STRICTLY PROHIBITED, SCREENED DOOR 3 ' i CRICKET BEYOND ► `-,Nk � cQ COPYRIGHT 2002 ,► ► . (3 -0 x6 8 <: i w . N o.: 1 6„ 6,► I CLIENT. H \\ 12 , o0 3- 2x4 6„ LAP- SIDING GUARD RAIL ----- - 12 -- - '--7-75 VERT 4 : . :, v4 a.- i PAINT TO MATCH 5 G �-IN 6►, I 00 EXISTING SIDING .3 I JAMES HANSON FAMILY I SIN :r-4r) 57. FAk4STUCCO ON 8” C.M.U. � T TO MATCH B.F.F. i I r-IN 6" LAP SIDING PAINT TO MATCH i i 3►_9„ 3►_9►, 3►_9►► PROJECT: EXISTING SIDING " 1 1 Q. — 6j►' A PORCH ADDITION TO - ------ -- 3'-019x71-01I 62 HANSON FAMILY HOUSE a i ---, SCREEN DOOR 1 2239 BAREFOOT TRACE Az.1 ATLANTIC BEACH L_ --- N FLORIDA — — — — '-- SOUTH ELEVATION — — — — — — FLOOR PLAN t- C'1 .Z CAI— 1IL40 1/4„ ^ 1'-0" STUCCO ON 8" C.M.U. _ PAINT TO MATCH EAST ELEVATION 1/4" - 1'-0" 1/411 p ,,,11-Oil NOTE: THIS STRUCTURE HAS BEEN DESINGED ACCORDING 12 TO THE, SBCCI STANDARD FOR HURRICAND RESISANT RS 150 STRAP OVER TOP CONSTRUCTION SSTD 10-97 5„ r� - OF 2x4 ROOF RAFTERS 12 -� / HCPL TYP EA. SIDE ,► j 3-1 /2" F- 12'-4 A.F.F. EPDXIED DOWELS- #5 REBAR CRICKET 12 x12" DRILL & EPDXY GLUE FLASH & 5 2 __\ REBAR 6" INTO RECEIVED i , I � �.2 .,. EXISTING WALL8,-7►, a.F.r. & FOUNDATION 24 O.C. FEB 2 7 COUNTER FLASH „SE - ! City of Atlantic l3aac� MCO" S-345 g` EPDXIED DOWELS- -__- "SEMCO" S--345 Building and Zoning #5 REBAR x12". "SEMOC S-320 TYP 9 NAIL DBL. TOP PLATE DRILL & EPDXY W/(2) 12d COMMON , - ' GLUE REBAR "SEMCO FAP 18 (TYP) INTO EXISTIONG WALL WIRE NAILS ® 8,_0„ i _ o & FOUNDATION @ 32 OC "SEMCO" ADS 2 0.C. (TYP) ______ _______ : 3/8" EX. MATERIAL 8"x8" MONO EDGE 6 LAP SIDING > i o W/(1 ) #5- 1 1/2 PAINT !TO MATCHx, i►-l. i.iZ• TYP. „W/ C2) I FROM A EXISTING SIDING 5/8 OBOLTS ( WALL & James R. McCue THROUGH POST ,�,� ; ;�, , f > —� 01-0" F.F. 4"I'' REINF.CONC. ( T.O. SLAB „ ' � . � � , a�.` ;; �� & ASSOCIATES i 11 (0 _ � t< - , SLAB-W/6x6/10/10 • - W/ 2 0 WASHERS ������<���p'� • `,`��`r; ��'��5� ( _ I Architect ARI 1214 cI ,z. y ;' 5`IIdCC� aN �, c•r-t,ct. % W/ 5/8 0 BOLT ��' ��� --- - o I W.W.M.,6 MIL VAPOR I o \— - - EPDXIED INTO REINF BARRIER ON CLEANED � I INSECT TREATED I � 420 3RD.STREET S. �. CONC. SLAB STRUCTURAL ELEVATION I I I JACKSONVILLE BEACH, PAINTED STUCCO ON 8 C.M.U. I 1/ „ = 1,—o„ COMPACTED FILL. I PAINT TO MATCH SIDING FLORIDA 322so N . TELE. 904 241-8800 — _- -- -- --- -- --- --- --- ---- jig- ;,rls ( 0 ( ! I CELL(904)237-6889 all CLVld) .64•pL M .SO,LV. t`5 00'41 ► , " �a321t1SV3W) .LL'QL M .LI►.O&SI S i � • ° S 2 -0 x 1 -0 U , . EXISTING FIN. GRADE �, riN .�� I i * SPREAD FOOTING SHEET CONTENT: t�at� s 0001 "MV3. MKZainunun-j*wtq:Sf- I 1N/ (2) #5 CONT. FLOOR PLAN, _.._ .__.• -- 0 0 000 & (1 ) #3 CROSSING NORTH ELEVATION i2,33 s -- -- --- --"xM `%c �C c�VR `� �� ® 4,_0„ o.c. FOUNDATION PLAN, 1/4" = 1'-0" Nev ► L ELEVATIONS & DETAILS .ru �• � f��Z�1 C>� S .AC��� i A L, STUCCOED, W/ A �u Ls 10-I '°� e,2t 1 #5 AVERT IN AIA HCPL TYP EA. SIDE -- �'�� �' o - v sv cn a CORE FILLE CELLS ;L F � FOUNDATION PLAN APPROVE"�ACN 1 -:o w N �� g1D (a' 1/4 = 1 -0us OF v NG OFFICE 2 .. o Ws 0z 6£ZZ'# GMSOd ©�� Q��-1'� 3-1 /2 m 3"Va.� V A8N0SVry r� �1?-t �uJ�c�t PR 0 6 2UU1 Ahms 0hu 4' o" O C v ,►►z #5DOWLES VERT. ... _ IN CORE FILLED CELLS - DI%t��Ll`3(-t 99 101 A'[t 6zr ,CA•0 1 y *J: 1 ►' '► - ' City of Atlantic Beach . ,, planrong and Zoning Osparlmaytt SEMCO S 345 t��c, l SG+i+Flt -rt�cys - 49ej r...., Th1s approvd verllres esnrpeance Mdnr applicable FINAL REVISION P6' RaQL11RP_P W-W 2-0"x 1 '—0" SPREAD FOOTING zoning, subdivision and other local land "SEMOC S--320 TYP -.41 ►', development regulations, but does not constitute RELEASE DATE approval for the Issuance of permits. Compliance „ w _ .. 3 f � A r3"( t_a t1V_Aw0jSW/2 #5 CONT. & 1 #3 CROSSING f with Florida Building Code and all other applicable SEMCO FAP 18 (TYP) _ local. State and Federal permitting requirements c� C� 3'-0" 0. C. 0 N UNDISTURBED must be verified by signature of the City of Atlantic .• .*TZ SOIL STEP To ACCOMMODATE °` = Beach Building official prior to the issuance of a SEMCO ADS 2 - 7 Building Pe 28A O SLOPED EXISTING FINISH GRADE ��� AS NOTED TYP. W/ (2) D N i . :. �, •a _ Approved 8. 5 8"�B O LTS y �. •�. • z oat u eve opmen hector / m Q� f ,_0►, n�:Avm�. BBG THROUGH POST JRMcW/ 2 0 WASHERS ; W/ 5/8 0 BOLT % % - - ,• '' r%�1r< EPDXIED INTO REINF02/08/02 CONC. SLAB -- • ' A DETAIL : � .4 '• ° „cc N.; 002-02 A1.1 3/4" _ V-0" f 11,1k `" ' `� �lr/// c� 001-02-A 1 1 s / 3HnLVAHMAO A�f ^�R1Di 9Q'911 •OC[z9l�d �►NS iO ,Nod • I / � •• �r ,A�\, ••••��;f r ` � . STRUCTURAL ELEVATION 1/4 _ 19-0" SKETCH OF SURVEY rI R E p p,a _. itt 20l-00' A o 2 Z3 �3D�#��. aQT 'f� .G'� 1 or 3 z2 , ��