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MI/ L'ip� y'. 1wo n1111 �C1 f I Gk' a fY. , I U til f 0,' OF c ¢t C9 rr) a I r I N LY • I i r c� I I i I Cl "1 ,'I I I I ill II i iI REMOVE DOORS & EXIST FLOOR FRAMING EXIST 8" CONC BLOCK ON EXIST HOUSE _,TRIM 14"x9" CONC FOOTING OF EXIST HOUSE ATTACH NEW FLOOR JOISTS TO EXIST RIMBOARD z W/ SIMPSON LUS28 �.- N { EXIST WINDOW i NEW P.T. 2X6 LEDGER " ` W 9 EXIST . :4_ REMOVED - & INFILLED } ,.,.. ATTACHED TO EXISTMai 5" STEP' W/ 2x4 STUDS W/ a/4" STURDI-FLOOR PLYWD u1 - RIMBOARD W/ 2-16d NAIL j ^ FINISHES ALIGNED z ED & NAILED TO " W/ MATCHING EXIST GLUED F— @ 8 O,C. �RCHJ OPNG N FINISHES TO EXIST FIN cn TACH NEW FOOTING O AT S ANK G H I W/ 2- #4 BARS x 1'-6° EPDXIED JOISTS W/ 10d RIN p '' ' NAILS @ 6" O.C. J � MATCHING EXIST IN ��� .-. „ U �, PLACE OF EXIST x INTO HOLES DRILLED 6 INTO EXIST cn 36 GL SS W FTG @ 6" O.C. CENTERED IN DEPTH _ DOORS & TRIM w _ DN 4R@ 1/2" lu ir OF FOOTING _ 3-01111. U - i_ " u o EXISTSCREENEEN O ! 8 CONCRETE BLOCK ON N 16°x10" CONC FOOTING W/ _ _ �y NEW TILE FLOOR N U 2-#4 CONT W/ ALL CELLS FILLED rn SO ID RI GIN @ MIDPOINT/ Z - U SOLID W/ 3000 PSI GROUT. BE WEMN JOISTS - w REINFORCE CMU STEM WALL °O „ P.T. 2x10 JOISTS 0 16" O.C. U ELOCATR EXIST N _ a0 W/ #4 VERT @ALL CORNERS, P.T. 2x10 JOISTS 0 16 O.C. CAT DOOR FILL ENDS, & 4'-O" O.C. ATTACHED TO TO FLOOR ATTACHED TO TO FLOOR •n \ 0 JOIST W/ 5-10d TOE NAILS JOIST W/ 5-10d TOE NAILS _� N EXIST OPNG a & TO SILL PLATE W/ 4-10d & TO SILL PLATE W/ 4-10d N PR 32' LAS TOE NAILS TOE NAILS DN 06 1/ ' ej 3050CSMT a 3050CSM P.T. 2x10 JOISTS 0 16" O.C. P.T. 2x10 RIMBOARD I 18'-10y4" P.T. 2x10 RIMBOARD f 61-011 RA Al FOUNDATION PLAN _.,. FLOOR FRAMING PLAN 7'-11% 51- 5'-6�/8�' �� _ 1/4" 1'—On 1/4 11-011 18'-1OY4" EXIST WALL TO REMAIN l/)N F L O O R PLAN _ EXIST CONSTRUCTION TO Be REMOVED u �I II N 1/4" 1'-O" NEW STUD WALL L i 31 I ! I ' � III 99 PROVIDE BLOCKING BETWN 1 EACH EXIST ROOF RAFTER AT ROOF INTERSECTION. ATTACHij NEW ROOF SHEATH'G TO EXIST - - - - - - W/ SIMPSON RBC 0 16" O.C. - - EXIST SHINGLE ROOF I— EXIST SHINGLE ROOF I, FIBS LASS T REE—TAB — � � _ _ _: _ -, . _. __. �- .-� FIBERGLASS THREE TAB — — S THREE TAB lu S MA RING EXIS SHED ROOF CENTERED ON 2Y 2 2Yz FIBERGLAS I SHIN E 2 - - - - - - - SHINGLES MATCHING EXIS - - SHINGLES MATCHING EXIST _ OVER PEEL & TICK WATER STEPS (SEE 2/A2) VERIFY SHIN L Y211 ATTACH NEW PLYWD CDX ALLOW SPACE FOR : ` H PROO ING ON EW X2 WIDTH TO - _ , , _ ___ _ --_ ALUM SAVE DRIP ON EXIST SHEATHIG W/ 10d RING --- _ - N R EXIST ADJACENT ALUM SAVE DRIP ON EXIST - -' PLYW SHEAT G OVER EXIST GUTTER AT ADJ C I - - - P.T. 1x3 FASCIA & 1x6 SHANK NAILS @ 6" O.C. -` is 1x6 S EATH G N EXIST 2x8 ROOF P.T. 1x3 FASCIA & 1x6 RAFT RS 0 16' O.C. w R-19 SPRAY APPLIEDx 12 AM INULATION 12 _ _rT - . _; _ rtr-. _ -- 1_. ADD IMPSON 2.5A CLIP Fp L� '_L 7 r _ r ,_ _ y� - _ 5� - '-, �ST _ �� -- _rte `T _rr__- r �_.r r J-- - - .� - z,. - LAPPED 1x8 HARDI BOARD i -r_r :_rte ' -` - RAFTER TO (UNVENTED) �5 ; LAPPED 1x8 HARDI BOARu - FROM EACH EXIST _ _ __ Lr_.� —i' _. r;-- r` r�� T;-t,,..;.^ — .,z_- - _s;r—rL,.:-: r_r: _ . I. - — 12 G & _ r 1 T - SIDING MATCHING & - TE O HEADER BEAM SIDING MATCHING - - TOP LA - ALIGNED W/ EXIST 12 - _.r �_r� -. - :_ .- � '.L f_� r STL I-1 � � `Z:1-L�S.� Z1L�:-� I ,' Z�r_L rte- --S � _ - ALIGNED W/ EXIST -- - L , -�� 1x6 T&G V-JOINT -- -- _: _fir_:rL - . i I� N AYE D IP ON EXIST NEW - -- r M E -T _ - --- ALU I r D PINE CEILING T T - : & 1x6 -P.T. 1 3 . ASCI ' - - I - - 1x T M BETWEEN RAFTERS 2-2x4 TOP PLATE W! - - - SIMPSON SPH4 TO STUDS @ X - - SHED ROOF AT STEPS - - FvISr GUTTER 2x B CKING ETA`:'LEN EACH 16" O.C. w -- - - - & DOWNSPOUT - - TO REMAIN EXISTRAFTS - ATTACH - -- ROOM SHEATH' TO BLKG W/ NEW 1/2" GYP BD Lld 8d N IL Q 3" C. - TOE NAIL -- P.T. 2x STEPS & P.T. 2x STEPS & Q - -- - 2x12 STRINGERS ,� - W 10d ATE / •,I 2x12 STRINGERS - � ,, BLIP TO TOP PL @ 4" C, NEW R-13 BATT - - - INSUL CONT -- " - - _ DI-BOARD - I 1 8 H R - _---- ---- LAPP D x m _ _ _ _ NG & ALIGNED �Q' STUDI-FLOOR PLYWD ON -- - - - - -- - - - -- - _-_-- - SIDI nAATC - -P.T. 2x108 @ 16° O.C., ATTACH - - - - - -_ - -- - -- - W/ E IST OVE TYVEK - - - - - - --- - - - �� DX JOIST TO SILL PLATE W/HOUWRAPWRAP Q 1/2 C -- - - - -- PLY SHEAT 'G ON 2x4 4-1 ,d TOE NAILS _ - -- STUD 0 16" C. - ATTACH STUDTO RI OARD W/ P.T. 2x10 CONT ir SIMPSON MST 12 STRAP _ .,,�., EXISTING PORCH ENCL'JSURE �tXISTIi - E :,P T �x8 SILL "- W. ,: . ° $ " 1. EXISTING ORCH ENCLOSURE STUCCO WASH ON STEM WALL STUCCO WASH ON STEM WALL P.T. 10 RIM ARD W/ 10D x8" ANCHOR BOLT 0 24" 0.;. : #1 P.T. 4x4 POST W/ TOP RAIL vUT FROM #1 P. . NAIL , 0 TOP BOTTOM OF EitIST INTER R FLOOR CHAMPHERED TOP 2x8, LOWER & UNDER-RAIL CUT PORCH EN LOSURE EXISTING EAC JOIST 10d TOE NAILS _ FROM 2x6'S W/ 1x2 VERTICALS @ 4" O.C. To ILL PLATE w! a WEST ELEVATION SOUTH ELEVATION EAST ELEVATION - to ON SSP 8" O.C. = AT 5" O.C. 0 1/4" 1'-0" 1/4" 1'-On 1/4" 1'-O" STUCO WAS ON 8" CMU u STEM WALL REIN- NOTES: + + D FOR CODE COMPLIANCE W1 STENWALL 8 CMU S E n ' CITY OF ATLANTIC BEACH FORCED PER FOUNDATION 1. VERIFY ALL DIMENSIONS FILECopy FINI GRAD - SLOPE FROM PLAN, FILL ALL CELLS a 2. THIS PROJECT CONSISTS OF THE ENCLOSURE OF THE EXISTING SCREEN 7. ALL EXPOSED EXTERIOR FASTENERS TO BE A316 ' STAINLESS STEEL. SEE PERMITSFORADDITIONAL REQUIREMENTS AND CONDITIONS. BLD / 3000 PSI GROUT PORCH W/ THE EXISTING PORCH ROOF STRUCTURE REMAINING IN PLACE. 8. ALL NEW EXTERIOR WINDOWS SHALL MATCH EXISTING IN APPEARANCE, THIS PROJECT IS CLASSIFIED AS A LEVEL 2 ALTERATION. W/ INSULTATING LOW-E GLASS & SHALL MEET WIND PRESSURES ; REVIEWED BY- DATE:a- ..1 IDA BUILDING 2010 FLOR _ " " = 3. DESIGN MEETS WIND LOAD REQUIREMENTS OF THEOF POSITIVE & NEGATIVE 32 PSF. LOC TION OF EXIST a 16 x10 CONC FTG W/ 2-#4 0 I II ADJACENT F OTING = CONT CODE RESIDENTIAL FOR 129 MPH WINDS, EXPOSURE C, RISK CATAGORY II, 8. 3/4" APA RATED T&G FLOOR SHEATHING SHALL BE GLUED AND NAILE9 f 4. DESIGN MEETS REQUIREMENTS OF 2010 FB USING ASCE-7 DESIGN TO SUPPORTS WITH 10d RING SHANK NAILS @ 6" O.C. SWANN PORCH ENCLOSURE CRITERIA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 10, ATTACH Y�' APA RATED 1 PLYWD SHEATH'G TO OUTSIDE FACE OF NEW 332 THIRD STREET MEET REQUIREMENTS OF PBC-R TABLE R301.7. EXTERIOR WALL STUDS W/ 8d NAILS 0 4" O.C. AT ALL EDGES & BLKG & ATLANTIC BEACH, FLORIDA SYP NO 2 KD SPIBI 1� SUPPORTS. BE ( INTERMEDIATE SUPP COLUMNS SHALL � AT INTERME 5. ALL TIMBER FOR BEAMS, JOISTS, & COL @ 6 O.C. A Fisher & Simmons Architects, Inc. MAXIMUM MOISTURE ALL WALL OPENINGS W/ 1 JACK V AMA - 2 HEADER ABOVE TIMBER SHALL HAVE IDE 2 2x10 SYP # ALL 1. OV WALL SECTION OR APPROVED EQUAL. 1 PR CONTENT OF 19X, & 2 KING STUDS. ATTACH HEADER TO JACK STUDS W/ SIMPSON MSTA12. 16108 Second Street South Jacksonville Beach, Florida A� 1/2" 1'-O" 6, ALL METAL FASTENERS, CONNECTORS, ANCHORS AND HARDWARE THAT 12. ALL WALL COMPONENTS & CLADDING HALL BE DESIGNED FOR A WIND -u7-1800 es c000i38 I ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS' PRESSURE OF POSITIVE & NEGATIVE 32 PSF. a.,,,,, 1226 yes JWTs 1/14na 1 a STEEL (A304 OR A316) OR HOT-DIP GALVANIZED. CONTRACTOR SHALL VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND METAL PLANS & ELEVATIONS A I CONNECTOR MANUFACTURER. _�•..- - - tea._ r.a-a« - <..•...r..... n,.... ... .e.,.. -r..v. _. w maw"• I THIRD STREET ._ i, ALUM FLASHING TURNED 8" UP BEHIND HOUSE WRAP AREAS: _ 85.01 -- - - - ----- _ LOT _ LAPPED 1x t2�5o sF - b HARDI-BOARD 1 f- - T U' EXIS HOUSE FIBERGLASS SHINGLES OVER SIDING MATCHING & ALIGNED EXIST HOUSE 1952 SF REMOVE EXIST LGFfTS z' ' .. ATCI-t WALLSLAPPED 30* FELTS ON 1/2" F- CDX W/ EXIST OVER TYVEK ExlsT FRONT PoacH 205 I x I j PLYWD SHEATHING ON 1x6 HOUSEWRAP ON 1/2" CDX EXIST SCREEN PORCH 198 i U TBG V-JOINT ON 2x6 'RAFTERS PLYWD SHEATH'G EXITO BE ST GARAGE SED 608 I m ' W EXIST II 0 16" O.C. - ATTACH EACH RAFTER TO 4x4 3'-O" EXIST DRIVE 113 EXIST SHED gt I N ' W/ 2-12d TOE-NAILS ExlsT WALKS/STEPS 314 I , z 5�- 2x6 LEDGER W/ SIMPSON EXIST AC PADS t5 F- w ' o it z A35 W/ 9-8d x 1 1/2" EXIST TOTAL 5424 SF N - II� t!) • ALUM EAVE DRIP 42,5x I ExIST coNc DRIVE I U 0) OVER P.T. 1x3 �- - : ��_ NAILS AT EA, RAFTER dam- E- z 36" G SS w x FASCIA CONT N W w w P.T. 111 4x4 W/ 1/2"x8" LAG 27.T j� _ �^` EXIST SETS CK W ' U <� SCREWS W/ 1" WASHERS - I � ` '_`J� � N COUNTERSINK & PLUG O O ' a REUSE EXIST J 1 L_, (CHAMFER ENDS 3/4") I `` `` U I 1 EXIST I FAN/LIGHT <� ; � w 1 P.T. 4x4 HORIZONTALS & I PORCH I = DIAGONAL BRACKET CUT FROM � t U I 16.6' ' o *1 P.T. 4x6 - SECURE W/ 1/2"x I EXIST SET ACK a 6" LAG SCREWS W/ 1" DIA , 35" RADIUS WASHER - COUNTERSINK & PLUG Al (CHAMFER ENDS 3/4") I EXIST I AC PAD ' I I I EXIST EXIST 1 STORY RESIDENCE I CONC ' D vP D 2 SHED ROOF SECTION DRIVE A 2 1/2" _ 1'-0" �� io � I O EXIST WALL TO REMAIN 16.6' FLOOR� PLAN EXIST CONSTRUCTION TO BE REMOVED i; 77 EXI T SET ACK ib -'1/4" 1'-0" -� , v _ x 6.4' NEW STUD WALL i t6,4' _ I ELECTRICAL FIXTURE LEGEND: ' A PENDANT CEILING LT. FIXTURE EXIST ' TOGGLE SWITCH B WALL MTD. LT, FIXTURE BRICK DIMMER MER S WI TCH EXIST SCREEN U ( D C RECESSED CEILING LT ON FIXTURE EXIST GARAGE SAND PORCH ENCLOSED U ' DUPLEX RECEPTACLE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT DUPLEX REC. ABOVE COUNTER (44" A.F.F.) F 52" CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) ' m w I a DUP. REC. - WEATHERPROOF OF R CEILING FIXTURE - SURFACE MTD. F" N 220V. OUTLET/JUNCTION BOX Y N F- I Zj 110 V. JUNCTION BOX XIST N TEL SWITCH ONLY LOWER HALF OF DUPLEX I PORCH U F- X d TELEPHONE OUTLET OUTLETS WHICH ARE SHOWN AS SWITCHED, v N W I S SMOKE DETECTOR Y 6,4� EXIST F- X - I PROVIDE GFI CIRCUITS AT ALL OUTLETS AT CARBON MONOXIDE DETECTOR H EXIS OAC PAD JU N CABLE TV OUTLET WET OR DAMP AREAS. W ETBACK N �? COORDINATE W/ SECURITY SUBCONTRACTOR FOR O N I OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V WEATHER RESISTANT BARRIER � : r�'',: :'::. :::•�: NEXIST POWER S OVER EXTERIOR SHEATHING ;-•.: • . N I SHED I R UPP LY FOR SECURITY PANEL. X i 1 NAILING .,:. w L------------- ----- ---J FLANGE 85.0' t WMAT ER OVER XTERIOI SHEATHING ER N °, SITE PLAN � � ',�•' � � � 1/1.6" 1'-O" I ' EASTERLY 10' OF LOT 3, THE WEST HALF OF LOT 9, 2ND FLASHING STRIP AND ALL OF LOT 11, BLOCK 4, ATLANTIC BEACH, TURNED UP 6" AT SIDES $ 8 ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT fl .:�:.,. BOOK 51 PAGE 69 OF THE CURRENT PUBLIC REORDS OF i" DUVAL COUNTY FLORIDA. 1 1 •:. •- � • . � RDA. _ 7 I O 1 1 Y 1 I I SILL DETAIL ' ST FLASHING STRIP 6 7 5 I i `6 1 I � I s W NDOW & DOOR FLASHING 1 INSTALL WEATHER RESISTANT BARRIER FA (WRB) TO 6. APPLY SILL FLASHING OVER WINDOW/DOOR FLANGE. CE OF SHEATHING STARTING AT BOTTOM OF s WALL LAPPING IN A WEATHER SHEDDING EBBING F ASHION, AT TOP OF OPENING CUT WRB AT 45 DEGREES 7 APPLY JAMB FLASHING OVER WINDOW/DOOR FLANGE, EXTENDING TO OVERLAP SILL 'LASHING TAPE TOP CORNERS & CENTER TO THE WR" ABOVE. AND ABOVE THE TOP OF THE OPENING, AND UNDERNEATH INSTALL FLASHING STRIP`'AT SILL EXTENDING 6" LAPPING WRB AT HEAD. BEYOND SIDES OF OPENINGS W/ SMALL CUT AT " Z. APPLY HEAD FLASHING OVER WINDOW/DOOR FLANGE JAMBS TO NGE ALLOW TOP 1 OF STRIP TO FOLD OVER AND JAMB FLASHING, EXTENDING UNDERNEATH - - I FRONT EDGE OF SILL AND ADHERE TO SILL. _ LAPPING WRB AT HEAD. REMOVE PREVIOUSLY APPLIED 3 INSTALL 2ND FLASHING STRIP THE SAME LENGTH AS TAPE AT WRB ALLOWING WRB TO LAY OVER HEAD THE 1ST (STEP 2) OVERLAPPING 1ST AND EXTENDING FLASHING. APPLY NEW SHEATHING TAPE OVER 45 UP 6" AT BOTH SIDES OF OPENING. DEGREE CUTS. 4 APPLY 3/8" BEAD OF SEALANT TO REAR (INTERIOR) NOTES: SIDE OF WINDOW/DOOR FLANGE, TO SIDE JAMBS OF OPENING, & ACROSS HEAD OF OPENING. 1. FLASHING TO BE SELF-ADHERING BITUMINOUS TAPE EQUAL TO PERMABARRIER BY GRACE CONSTRUCTION 5 INSTALL WINDOW/DOOR, SHIMMING TO ACHIEVE PRODUCTS, SQUARE, PLUMB, AND LEVEL CONDITION. USE 1 N CORROSION RESISTANT FASTENERS PER WINDOW/ \� DOOR MANUFACTURER'S SPECIFICATIONS. 1 SWANN PORCH ENCLOSURE ATLANTIC BEACH, FLORIDA I 332 THIRD STREET Fisher & Simmons Architects,s Inc. 15308 Second Street South Jacksonville Beach. Florida i 904-247-1800 AA C000138 I ; eaml 1222 JBS JWTSdoe 1/14/18 2 2 SPLANS &L DETAILS L A2 II