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1643 Atlantic Beach Dr sgd revision . . .... CITY OF ATLANTIC BEACH J 8 2017 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUE ST SHEET Date: Received by: Resubmitted: Penult Number-11L--—5p:R=1 Ciq-LL— Original Plans Examiner: Project Na : finytf-iL QV401 01)LI" C1 LIJ6 Project Address:I ULi Contractor: Contact Phone ; Con Revision/Plan Check/Permit Fee(s)Due: S 57V,470 Description otProposed Revision to Existinit Pemitt 7 ff In-V 1 ax�- Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: "0 Publk;W/U Approval: By signing below.I(print 'em affirm that the above revision is inclusive of th 10 changes, 9V � MIA�v k Signature of Contractor/Agent(eiiimc-wrmtistsigiiifinem�involualionI Date 015-�,J 61117— rt., I Appnd! NotiflWby: Plan Review omments: 4�wrd d 0-1 3C'1d±MH-,e�1 7-af, cdt>v mt. Iony f�, 10 to- !)�L ."Olvajr 4y JAe�" ovwy -Ve—--40- Department review required a Building Planning&Zoning -free—Administmtor Plans II(Liner Public Works ly—117 Public Utilities Public Safety Fire Sewicea Date ��l W�2 6A 7'-5 OFFICE COPY Eks" 1w '<x N 4 6 mom's &I R �0. S1.0 z MV b UN o . IF S 5FR- 19?11/ 23'-10" BP# DATE a < SIGNED ILL.] LL CD 4" CONCRETE SLAB w/ .oil I ;v.. qi"T Q0 FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1., CHRISTOPHER J. SABOURIN z WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE.-\\ FEB 0 6 2017 iq 0 0 FL PE NO 71461 cc S1.01 -IR 0 z 0 PROVIDE 2-#4x4'-O" :J ---------------- CORNER CRACK BARS AT SLAB MID-DEPTH. 2 0 t 12x12 MASONRY PIER i w/2-#5 VERTICAL REBAR. TOP OF PIERS TO HOUSE SLAB. CON C. EXTENSION BELOW 1 i i1 POCKET SLIDER. SEE it i -4 t DETAIL 1/SK (1)#4 CONT. WIDTH PER SGD STAIRS BY #3 HOOKED DOWEL BAR BUILDER t STEP PER SGD EPDXIED 4" MIN (9 24" O.C. PROVIDE SAW CUTS PER 0 L SLAB ON BUILDER TO 2/S1.0, C) 0 0 GRADE, i SGD '3 EP 0' ERS It tLL PLAN. < PAV COORDINATE WITH FINISH BY OTHERS FLOOR MATERIAL. [T > C.) < L 1 4 4 o LL I x ------------- NEW CONC. TING t FOO 00 ---------------------------------- ---------- it It BELOW SGID 00 tit t z it it -�01 t i \-EXISTING MONO 44- t it it t it t N t— it (1)#4 CONT. FOOTING. -------------- -4 -4 C X OSK MONO FOOTING TO 12x12 MASONRY PIE STEMWALL w/ 2-#5x3o" #3 DOWEL BAR V) EPDXIED 4" MIN w/2-#5 VERTICAL DOWELS EPDXIED 6" @ 24" O.C. REBAR. TOP OF PIERS (TYP) TO HOUSE SLAB. ---------- wi------------------------------ gi ................ — Il 7 it .......... it MONOLITHIC EDGE FOOTING SK-4 SCALE: 3/4" 1'-0" i E 6 S1.01 S1.01 14'-0" FEB 8 2017 15'-0 PARTIAL FOUNDATION PLAN_ ----------- Lr) A(t (2)2x8 to A7 to (2)2x8- 7 -0 z S"rA FASTEN TOP AM OF WALL opy\!�� OFFICra 0 PER DETAIL < willNAL LL]l F i 5E/SO-1- PROVIDE MIN. (2) �Z INTERMEDIATE JACK U CHRISTOPHER J. SABOURIN NX STUDS. STRAP HEADER 0 c\j TO JACK w/ MSTA24. z 0""k N K IN FEB 0 6 2017 BP# DATE 2__ Iq t"7 FL PE NO 71461 0 0 SIGNED_ff_Y_ 00 LL4 Lw (0 .----BEAM- 1--, 0 -Aa-o-vf- < Irol SHEATH CONT. THRU LOW ROOF TO BOTTOM OF HEADER 41- L 2 SDWC1 5600 it Ca 24" O.C. it it SHEATHING NAILER oit li STRAP HEADER EA I _j 1 it : ON > END w/ (2)MSTA24 > (3)2x4 SPF#2 LIJ .0 c CRIPPLE STUDS @ 16"o.c, NAIL TO \"-SDWC15600 EACH TRUSS t POST BOTH 0 ADJACEN t T STUD w/3-10d COMMONS ENDS BEAM-_---------- Ln ENLARGED OPENING > x AND ADDED POCKET WALL SHEATHING Lu WALL SHEATHING 4---,' 4-` m C) Ln x CONTINUOUS. Ln t t (2)2x6 SYP#2 t i ISTEN TOP y- co) ........ ........... ................. WALL SHEATHING CONNECTING BUCK AND PLATE PLATE OF WALL ! 74t PIER DETAIL C5 10d COMMONS w/8d @ 3" EACH SIDE < 5E/SO.l @ 6"o.c 2x4xl2" LONG ADJACENT _,�sz 1: V) C. TO STUD. FASTEN TO HEADER 1 0 x WITH 2-SDWC15600 SCREWS. ... . ......... .. .......... ------------------------_-_ .............. It tz, ............ w OOD FRAMED HEAD ABOVE SLIDING GLASS -------------­--- .......... --------------------------------------------------------------------------- BEAM ABOVE 6x6 P.T. SYP#2 POST w/ABU66. SEE DETAIL-/ SEE 3/SO.l FOR BEA\�7 2/SO.l. (TYPICAL) CONN. (TYPICAI..) PARTIAL F I RST LEVEL WALL P LAN_