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1655 ATLANTIC BEACH DR - REVISION CITY OF Al"LANTIC BEACH 800 Senfinole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 APR 2 8 2017 -AX(904)247-5845 REVISION' REQUEST SHEET Date. 0 4/28/2017 Received by: ............................................................. 7 PermFt 6 Original Plans Exannner: Project Name: Atlantic Beach Country Club ................ Project Address- 1655 Atlantic Beach Drive (Lot 10) .............................­------- Contractor: Toll r ("Amitact Name: Ashley Rogers .......... ........... tie. : 904-595-5243 Contact e-niail: arogers@tollbrothers.com ............. Revisio lan Clieck/Permit.Fee(s).Due: $ Lftew_i"'�_10_ '00 Description of Proposed Revision to.Existing 11'erinit: ........... __A4j��ti�g shear wall, due to i�%'. t�4�n forward 2'4"to shift closet,pantry and living room. .................................. Additional Increase in Building Value: Additional. SJ.-'*___.________ Site Plan.R.evised: —,No Public W U Approval: By signing below.I(print nanw) :Mhl!��.R.o-ger.s ................ affirin that the above revision is inclusive of the )roposed changes. 04/28/2017 . ............. ... .................................... ......... c ,outractor nmt sign if ina me in valtiation) Date Signature of C�Otra tor gni (c ........... ................... ................................ Office Lj;�c(Mly Approved: Rejected Notified ............................................------ ............ ............................ Plan Review Coninients: d po%/ c-017 irqc.�Oft, .1v .......................... .......................... .............................__...................... ............................ U Dgartmen�t review required Yes No n (Muil ing ............................................................ ................................. ........................... Planning&Zoning —--—----------------- Tree Administrator Plans- ............... Public Works Public Utilities .............................................................. ...................... ................ ............................... Public Safety ............. Da t e, CmAW 8r201.5 Rev.I Ci�e_�—er v i c e s ........................................ REVISION BP# I(o - Srk- 2 2LO DATE 5- 11z- 117 V) SIGNED L221 z -L-DfaT 4---AN-D--�PZW < V) SK— 2—#3xl6" HORIZONTAL LLJ OFFICE COPY LL' ;----rDOWEL BARS NEW FOUNDATION BELOW SHEARWALL ZVE. SEE, WALL FRAMING DETAIL 1/SK-2 FOR CONC. 0 REPAIR PER PLAN z EXISTING FOOTING : < TO REMAIN "'ED #3xl2" LONG DOWEL BARS EPDX". < 4*' INTO EXISTING SI AB EXISTING (2 EA FACE OF NEW FOOTING 0 S SLAB TO EXISTING SLAB) AB 0 LU 1 tq F2.0 0 sex:x:11 .. ....... 3" —6'j 2—#5 COINT. (x -1 F s ECTION c) cp F-4 CN < SAWCUT V) U x C) < m 4-0 4-0 -2 0 LL- Ln 0 oo <1 CHRISTOPHER J.SABOURIN -d U) 0 V-4 v -N 00 0 ry u 0 ewn N N < APR 2 7 2017 0 u Ln FL PE NO 71461 0 (n �3?HERj ca "*&fl N % ocs , L 71 4. 1 : z% D ..po L z ON L PARTIAL FOUNDATION PLAN 7 REVISION Bp# Z(2— 5F�9— .2900 DATE 5' _V14 t7 SIGNED_ /P� v (3)2x6 (3)2x6 SEE 3/S0.1 FOR BEAM (2)2xS-1/2� /-SPF#2 SPF#2 CONN. (TYPICAL) d ........... POST. POST. C(2)2x z ........... (2)2xl 0 Ln u R DE MIN. CANTILEVER BEAM (2)INTEERMEDIATE: V(P2)olN`TI ERM EDI A TE To V) �PROVIDE MIN, OFFICE COpy JACK STUDS. SUPPORT JACK STUDS. 7 TRUSS AE30VE xi to OSB WALL FASTEN TOP OF WALL x clq ,A�� (14 SH EA THING.—— PER DETAIL 5/SO.l. N HU210-2 u HANGER W-4 F— La > 0 m WALLS SHIFTED 6x6 P.1. SYP#2 POST m < 'E DETAIL _w/ABU66. SE < LEFT 2' 0 JOP OF V � l 2/SO.l. (TYPICAL) 0 FASTEN IALL j-,_; x I.......... m LL CN :PER DETAIL 5/SO.J cl: CN 0 F V'mLL TAIL 5 So,1' m < WALLS SH��TED LEFT :2 8 cr LLJ C14 0 4 < LLJ ry- m q.. u L4j ................. \_OSB W-ALL.- 0 < 0 SHEATHING. ca HU210-2 (3)2x6 (4)2X6 N HANGER SPF#2 CN POST. OST. CANTILEVER BEAM �2)2x�8 (2)2x6 P .7 [77-. 7 TO SUPPORT .......... BE (2)2x 10 TRUSS ABOVE (2)2X4 TOP PLY TO STUDS .. ............. ... AM SPF#2 FB02 0)2x-6 POST. ABOVE to W/SDWC15600 @ 48" O.C. SPF#2 ...........I . ..... .......... N POST. BRACE TOP OF WALL PER i/so.i Sim. U) SEE DETAIL .......... 1/SO.2. C14 0 cj rn < m (4)2x4 (3)2X4 < > ')PF#2 51 < SPF#2 CN . ;= rl U POST. SHEATH CONT. ul 04 4-0 o u- Ln POST. TO FLOOR DECK. �-I I .I. I w CHRISTOPHER J, SABOURIN N cn 0 jw m w W_ co Itr > FASTEN En 10 cn m SHEATHING TO 0 v ON 00 3)2X6 PF#2 PO 7 ST To P S ru en < EACH TRUSS to APR 2 7 2017 w —1 :* TOP OF WALL C14 MEMBER W/(B)d cc < 0 0 u @ U- V) NOT BREAK )ETAIL 5/SO.l. 3" 0.C. DO FL PE NO 71461 af V) w SHEATHING AT TOP PLY. C) .6x6 )#2 POST W BUr 6 Rasp / A SEE OS&E WALL DETAIL 3/SO.2. SHCEATHING. N-. 71 ..................... .................. ............ .............. 461 .......................... ...... ........ )2x6 C(2)2x6-_l/l]I Sf)F#2 (3)2x6 6 0. WD/E S OST SEE So.2. POST. SPF#2.-..:. a POST. SEE DETAIL 0 3/SO.2. ON L A L VA PARTIAL FOUNDATION PLAN