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Beach Avenue 1874 3 0" H OUT 0 2 1 01-oil 1,21 4 Slim 04 0 H R L + 'Sne`xv,�w, =7 0 0 j 7 A C U 7 1 9:Y411 r 0 (2 C NT RA4, 5 I e 21" $T C P ACUUM CA `vAT F_R' > 44 DIA P I P 1! A lu t,, b'QFTNR, /CQLUMN SLOPL S LAD 2a c I III V I ; I-. I - . . I - - ' ' I I . ,I ,1, (GIARAW $TUB-OUT WH I C 9 NC R e T L FOUND NAIL IN WEST See R.' FUTURE OF WOOD POWER POLE WASH 1!R 4 E4EVATION-12.70 N,Q.V.D. (1929) 2 01-0i 1yals H,B:1 lu 41k CQNC 0 R I V.E!, 4 3',011 1 w" po*w Mx $eTBACK- FUTQR 0 LNDRY N 8T29,'00" E 100-12 TI4,e i T lu > ---------- 5 STORY , 4 R t!S 10 r,N C V. CONC .0 6t lwllll!; zi 0 4-20 STUPS DRIV5, 0 > AL-I G N .......... x y x 1(�4 I 0 co 'LP CA) _71i VT I I)Jrl 0 GAWARY 30I.all UP 17R 7.190, -4 TILM, T DAC c: , 0 CQ C, CONC A 10 FrI, N CL 0. x 341-7V N8 ---------- S 43*05'00* W J!T5ACK PR *04 P 3 G? F?AbiUS=26-0(Y .3 p I 1 :2 R W' or UK 0a hil to di 14* OM co 0 (0 to C4 -WO i9 W 73.a GUeST 2 px 4 TILd' PATIO 0 49 CONG WA�K GU43 TH' JL: 1 8TW. STREET , TILC! 60! RIGHT OF WAY (PAVED) W-4 1/2u RADIUS` t 12'- 41711 41- 11 r ............... LOT A BLQCI( 1. BEACHSIDE, AS RECORDED IN PLAT BOOK 42. PAGES 114, 14k 148 ORIDA. 141Z QF- THE CURRENT PUBUC. RECORDS OF DUVAL CMNTY. 'FL ANEY 0 P 17R*7.19' b'410r2 A�t TW2 MO-2 I PLAN oil 01. :1/4U 21' _y*ll -211 2'- V1 201-011 71 i2l 0 f IRS ,T FLOOR 11411 It-0 1 aW Ap p 41 NL WOOQ FRAM12WAW. Cffy Of Alti N 1!W, 8L11 C M U WALL L W/ I-# T Ap NOTLOS: 1. VF-RIFY ALL, D IM f!N S 10 N S. 2,, ALL, DIME!NSION$ ARe TO FACP_ OP 5LOCK, FACa OF PLYWO, S 'ATHIN01- OR CeNTERLINe OF INTCRIOR PARTITION UNLr_55, HL OF STUD. OTH4RW.I$B N.OTt!D.. 1=05 FACL 1!ATHeRSTRIPPINQ AT A4L, 3, PROVIDI!, WeATHeR D 4 W aXTI!RlQk, DOOR4.' L 4. ALL E!XTI!RIQR WINDOWS BY ANPP-RSE!N. A�L I!XTF.RIOR DOORS. D COASTAL CODE: WINDOWS TO Met!T 110 MPH WIND $PF Rr.QQIRr.MI!NTS; AReAs.': STAND�MD 15U.ILDINO CQQej -WIND LOAD ReQUIRI!MeNT$ Ofm THL IST 1FLQOR CHAPTCR 16 FOR 110 MPH WINDS 2Na FLOOR , 1885 SYP NO 2 KD iSPID), SHALL BL 0., A�L TIMBI!R FOR BF-AM5, JOISTS, & COLOMNS 3RD FLOOR 1076 ALL TI LL HA)le A OR APPROYCO; P-QUAL, STUDS CAN 5f! SP12 NO. 2. 'D 3401 SP MAXIMUM MPISTURe r,ONT1!NT Os 199. OOQ � SP POR 3 T E E! L E B E A C H H 0 U 5 E -ACH A U 6 'fly -WOO BC VEN 'ATLANT IG 13E!ACHl F 1,ORICIA ish Simmons Archit6ctEi, F er 15100 Secoud Street South J1kckajav:UI*. Beacbi norld AA C000138, 904-247-1800 drwn TS cptAd 0148 jwTs 21:16/02 can" I R 5 1 T E! & T =rl R 7 ORY 0'T J� r_AQ 3 4' 7 A SeT5AC K N 431-011 301-411 rot-511 0 IV V 11 43/sil 61 211 V-411 21-:511 2 1-311 zTILEO OAT SL 611).,24,01 GLAA7 6 560tK - SEE ELEVATION S=W-1 TW210410 -_ji - - - - - - - - - - - - - FACe OF WALL BELOW ROE) d SHELF BOOKSHELVeS L AG' SHWR STF-RIO ir EFF----- 1> I lu J RANGE W1 0 1 . I I -T ALIGN W/ WINDOW Him-, I I to I I CLOSE LAUNDRY MULLION 0 DOWNPRAFT VENT ILI I CARPET 2811 tul I KITCHEN 3/ao 1 5 1 :ri I GLASS SHWR TILE DISF PR 28" BIPLD 0 WALL W1 2411 OPNO I LL 0 > MASTER BATH J �A6) BAR C Dw__T 0 11 LU V__ oil -0 lu e- TILE K4 OFFICE r4 0 7 STONE 0 LL J J 0 j ROOF 24" C4 J 0 3p il b I I L----- ---------- 0 NTR REF oj��g! - i 3011 \9 ;:7 ROD SHELF OVNS 7-1 A 21-81 V J __ Sw_ 0 0 0 z j C-4 C14 a- 0) J 24" no J 0D J J 0 0 4 U')-- C4 -------- BATH 2 J CL 3011 RIPPED 2x10 STUDS MASTER HARDWOOD 0 0 0 'T 1 0 C_ J DN 19R 0 7.25" DN 17R 0 7.19" C-4 co ----------------- Aft q0 72" CASED OPNO LIVING/OINING 5 VINYL CLAD VINYL CLAD COLUMNS - STONE —.--.-T-R X-DEC)'o 36" HIGH COLUMNS - See A I N Wf NY L SEE! 2/A6 - TYP. FOR 7 ROOF L�'RAILING 2/A6 - TYP'. p ALIGN W1 WALL 5 LPA UP 19R 0 7,25" ............... FOR 7 Q11 1 11 BELOW t7TO1 15,7101' 11 .0 0, 10 ROOF Ati RIPPED 2x1O STUDS r2 --------- - 0 0 ................... CA C-4 PR 30'1 PCKT 0 7. 10 CIA 3614 HIGH RAIL. 0) J J ROOF --------------- MEDIA ROOM IJU SITTING/EXER -T STONE Ila CARPE ------------ J - - --------- 0 C", a- COP IL ------ 10 J lu 0- —----- J I< TV 4811 DIRECT-VE�IT IL (WIRED FOR SUR- OAS F'PLACE ROUND SOUN-0) F1 FACE OF WALL BELOW TW2 342-2 TW210410-2 TW210410 TW2104" 9:)/a 1_9 at 1129_�$ Li 121-811 171-411 121-011 6 DN--17R- IL 61-011 0 171-411 J T-411 301-01, 0 Q THIRD FLOOR 1/411 , 11-011 SECOND FLOOR w 11-011 J See SHEET Al FOR ADDITIONAL NOTES. SEE! SHEET Al FOR ADDITIONAL NOTES. LEGEND SHEARWALL W1 1/211 COX PLYWD SHEATHING ON 2x6 SPF #2 STUDS 0 1611 O.C. SECURE- W/ ad COMMON WIRE NAILS 0 311 O.C. AT EDGES & 611 O.C, IN FIELD. INSTALL SPF #2 B�LOCKING AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSON HTT22 W/ 5/8"x121' ANCHOR BOLT & Wl' 52-16d NAILS TO STUDS AT EACH END OF SHEARWALL SEGMENT TO CONC TIE BEAM BELOW. SAME AS SW-1 EXCEPT 1/211 COX PLYWD SHEATHING ON BOTH SIDES (EXTERIOR & INTERIOR) OF 2x6 STUD WALL. SHEARWALL W1 1/211 COX PLYWD SHEA7HING ON ,2x6 SPF #2 STUDS 0 1611 O.C. SECURE W1 ad COMMON WIRE NAILS 0 311 O.C. AT E-DOES & Oil Q.C. IN FIELD, INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. Y INSTALL I SIMPSON C516x4611 STRAP W/ 22-10d STEELE BEACH HOUSE NAILS AT EACH END OF SHVARWALL SEGMENT BEACH AVENUE TO MIGROLAM Bf!AM OR STUD WALL BE!LOW. ATLANTIC BEACH, FLORIDA SAME AS 9W-3 EXCEPT 2, SIMPSON C516x4611 STRAPS W/ 22-10d NAILS AT EACH END OF SHEARWALL, Fisher & Simmons Architects, Inca NUMBER OF FULL HEIGHT 2x6 STUDS 'TO USE 1510B Second Street South Jacksonville Beach, Florida AT EACH SIDE! OF .HEADER. USE! 2 MIN 904-247-1800 AA C000130 TYPICALLY UNLESS NOTED OTHERWISE,. 0148 Id,. TS lchkd JWTS fdT,.2126/02 2 9 SECOND & THIRD A2 00 00 3RY a 264 CLIN F6V�N gi_T 1 P-O r �_iz) '0 0 90, FLOORPLANS I T T111 12 1 1 1 1 r%- I �11 T' 1— -1 I T_ +2r 4- r-- I I r- - 12 I -T--L-T--L-T_I -L-1-1-T.. -j if L T--,-r4-7- T-1. 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IL[1 11 iLL l! lj�Lll I I I ILI I L -ILJI LLILL!I_L1 U I I !1 11 f LI, I ill' Ll -LII 1 11 _7LI-1,11"LL I I; 11-1111 1 j � "I [ill ! _L-11 ij ;_L L!_ 1 Li 1,-LI [11il i 1.�I-j i �11 U'LL, I 1_11 11 il 1171��_IUL 271 '711 J-17 LI _jh 1I I LL _1L I Lill! ;1 11 h1 i I I I I I tL I I[!-1 11 j 11 jj_j'jj�� 'I I I I I I I I I L-11 fl.-I 1, 1_1 LILL Lt I L �_I Ll lit 11' 1 IL 1 L 1 U-I T IL tj] li_ 1-i—i-LIiLi L 11 it I �l 11 il _1 111 il LUT IT LiMil" 11, -.1 111 Dt 11 ILI 61l GLASS BLOCK t!L LL 17 IT T Ll Lll �11 L LLIL L I !Ihi it if 11 1 if ;Ili 0 f� ll !i ii I it w; i, If I 1 11 JI 1�`,F if I LJ STUCCO ONCMU 13E3 STUCCO BAND J #14.01 tim NORTH ELEVATION WEST ELEVATION STEELE BEACH HOUSE 1%14;,%�BEACH AVffNUE ATLANTLC 5f5AGH, FLORIDA Fisher & Simmons Architeels, Ine"o 1510D Second Street South Jacksonville Bill Florida 904-247-1800 AA C0001313 7 TS JWTS 2/26/02 3, 9 Q148 =_11 chkd Ott L Li-111-1-LE, J11j,ILI 411 ".13,_t` ELEVATIONS A 3 .. HA C. OUTDOOR SHQWE!R -011 1-011 101-011 `7—71 F-i IF-7 7—1 L L L_j L L J L 11 LJ L J j EL.......7__' LJ L 0 L L r r *L F' - - - - - -- - - - - - - - - - - - - t, L NSIMPSON HTT22 HOLD DOWN W1 5/allx1011 ANGHOR LT TO CONC Tle BeAM & L 32-16d NAILS TO LVL BE!AM 16"x12" 0P. THICKENED yKA5 W1 245 CONT. '31_4llx5l-41W'-OI' CONC FOOTING W1 345 E!ACH A _,j ri lu Cq WAY - FILL ALL 5 CF-LLS W1 CONC & 1-115 ' L (9+o1_olj �r 2,1-O"X31-0"X11-Oil CONC VE!RTICAL > _j /FOOTING W/ 4-#,5 f!ACH all 411 DIA PIPLa J CO UMN WAY - $PC- 3/A6 2 —rL L 411 CC NC AC I Ir r r 1 SLOPE SLAB 211 0 COND PAD rj H SdT 511 ABOVE! GRAD! _j L4__._j H,5. 21-1011 1 1 1 01-5 1/211 r 2 SIMPSON MST27 STR 1/211 APS 16"x8" THICKENED 0 /W/ 30-16d NAILS FROM J 5E!AM TO 4-2K4 STUDS co EDGE W/ 245 CONT 0) P.T. 2x1O & SIMPSON HTT22 HOLD DOWN W/ 578"X1011 ANCROV P-10 LE!DGE!R CL BOLT TO FOOTING & 52- r r i r.-I 16d NAILS TO STUDS a. OIIX31-0110-011 THICKP-NE!D LJ j L LU LJ L _r, SLAB W1 445 L=ACH WAY r7 r- 4 r-1 L. _j L 4-2x4 STUDS L-1 - - - - - - - - - - - - - - -F r- L 1 0 L r r r r i L-1 L L.0 co L — — — — — — — —— — — — — — 12x1() J(?I T L J 0 11-8110-811xil-011 THICKr:Nf!D 0 x X I C14 SLAB W1 5-#5 EACH WAY It I I-Olix:51-4110-011 CONC 6 2 r L 0 0 FOOTING W1 345 f!ACH L — — — — —r 411 CONC SLAB W1 6x6 W1.4 I rl r"I rl 0) WAY - FILL ALL 3 L' xW1,4 W.W,F. OVE!R 6 MIL VAPO L L _J CELLS W1 CONC & 1-415 r- BARRIC-R ON CLEAN, COMPACI-ED, VF_RTICAL P.T. 2x1O/ TE!RMITE TREATEE) FILL Lf!DGF-R 11L��jj I jr- Li J LJ rl all CONCRE!TE BLOCK ON 24"'x1211 CONC FOOTING W1 0. 3-#5 CONT r r- .0 r I JL_ L L 0 x FILLED CZ!LL W1 #5 VC-RT. C4 9 ALL CORNERS ENDS & 4'-0" O.C. a LU L�j +Of-OiO L 3f_4"x3'-41'x1'-Ol' CONC rn 0 / FOOTING W1 3-#5 E!ACH WAY - FILL ALL 5 CC-LLS W1 CONC & 145 VF_RTICAL I JL_ ri L J L j r + Y" L - — —— — — — — — — — — r — — — — — — — — — — — — — — — - r L L ri r-i F i F; r-17 r r r I r-i r r n L-1 L j L J L J L_ L J L J L j L-11 L L J L J f 91-011 nit [2x8 SYP #2 JOIJTS 0 9 1611 Q.C. THRE!ADF-D THROUGH TJI'S FOUNDATION PLAN SE�COND FLOOR FRAMING PLAN 1/4'1 1/411 11-011 w SE!E! SHf!E!T A5 FOR UPLIFT SCHE!DULE! & NOTE!S. STEELE BEACH HOUSE 1114-mme, BEACH AVENUE ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 151013 Second Street South Jacksonville Beach, Florida 0 904-247-1800 AA C000138 0148 J cirwn TS JOAd JWTS ldot*2/26/02 4 r 9 FOUNDATION & SECOND A4' 1-0 2 L t4L r- q-4 li<u Lt 1� Ll L __j c7j r IL OL FLOOR FRAMING PLANS IU 0 0 WU Uj 6/12, C4 Ci ci (L (L (L U) U) C4 A (L x IL 6 0 U! U) 05LE! TJI'1_1 0 6 C; 0 C4 65112 _j 1/411/FT y±2—F T E I _j sT �2xl J(,11 , �i di RIDGE! _j P.T. 2X10 a. 4 j (op Lf!DGff_R di LU tu 0 LU (L X a 01 0 0 ILJ >_ C4 _j tu C4 LU U) x U) c1d LJ '�--D 5 L f! T J 1 0 65/12 IL 0 x 0 C4 16 ROOF TRUSS TYPE! 5 0 z 2411 O.C. r---7 C; \Y/10 fli LJ (D lu 4 (L a. U) fL 6/12 El El --1 2-2 12 SYP #2 2-2x12 SYP #2 BL=AM - [2x4 OUTLOOKERI, 9 2411 O.C. THIRD FLOOR ROOF FRAMING PLAN 1/41' 11-011 THIRD FLOOR FRAMING & SECOND., FLOOR ROOF FRAMING PLAN 1/411 11-011 UPLIF=T CONNECTION HARDWARE (ALL HARDWARE BY SIMPSON) 12 12 STRUCTURAL NOTE-5: 1/ 1�4 12 1. 5RD FLR TRUSS (2, POINT Bf!ARING) TO 1-MT512 W1 14-10d 12 - WALL/BC-AM 1. ALL LAPS IN ,TOP PLATE! SHALL BE- A MINIMUM OF 41-011 & 6 6 NAILED. W1 12-16d COMMON NAILS. 2. 3RD FLR BATH/CLOSE!T TRUSS 1-H16 W1 12-10d (2 POINT 15LIARING) 2, ALL C.QNNE!CTORS ARE! SIMPSON STRONG TIE! OR E!QUAL JU,O.N,), 5. HEADF-R STUDS & HUADE!R CRIPPLF:S SHOULD BE- NAILF:D 3. 2ND FLR TRUSS TO WALL 1-H8 W1 10-10d 4 T -THF-R AT 611 O.C. W1 16d STAGGE!RE!D. 4. GIRDf!R TRUSS TO WALL/BL=AM 2-HTS24 W1 20-10d OGE 4. ALL WINDOW AND DOOR COMPONr=NTS MUST CERTIFIUD TO - 5. JACK TRUSS TO GIRDE!R, TRUSS A35 W1 12-8dxll/211 '51-211 81-211 (51-611 WITHSTAND A 110 MPH WIND LOAD, 6. JACK TRUSS TO WALL I-MT512 W1 14-10d 291-411 5. ALL HEADE!RS ARE! 2-2x1O SYP #2 UNLE!SS NOTED OTHP-RWISE. 7. HIP TRUSS TO GIRDr:R TRUSS A35 W1 12-8dxll/211 2-2x12 SYP #2 AT FIRST FLOOR UNLC-SS OTHf!RWISL3 NOTf!D. 8. HIP TRUSS TO WALL 1-HTS24 W/ 20-10d q q 6. INSTALL .HOLD DOWNS AT E!ACH r:ND OF SHf!ARWALLS -10d AS INDICATED (SF:f! NOTr:5 AT SHT A2). 9. 2ND FLR TO 3RD FLR STUDS 1-CS22x3611 0 3211 O-C, W1 22 TRUSS TYPE A -10d 10.. 2ND FILR STUDS TO CONIC BEAM 1-CS20 0 5211 O.C. W/ 14 7. SL=Lm WALL SECTIONS FOR ADDITIONAL ANCHORS AND STRAPS. 11, Q5LL= PLATE! TO STUD 1-SPH6 0 1611 O.C. W1 10-10d .12. SILL. PLATE! TO STUD I-SPH6 0 1611 O.C. W1 10-10d 12 12 12 15. WINDOWJDOOR HE!ADF-RS 6 2-MSTA24 eA SIDE! W1 18-10d UP TO 31 WIDE! 1 MSTA24 E!A SIDE! W1 18-10d 51+ TO 61 WIDE! 61+ TO 101 WIDE E!A SIDE= W1 26-10d STEELE BEACH HOUSE 12 . 2 /814 BEACH - AVENUE 21-011 81-811 2 ATLANTIC BEACH, FLORIDA TRUSS TYPE B TRUSS TYPr= C Fisher & Simmons Architect lac'. 1510D Second Street South Jacksonville Beach, Florida TRU55 NOTf!S: 904-�47-1800 AA C000138 1. 01!SIGN TRUSSf!S FOR 110 MPH WIND LOADS PI!R CHAPTE!R 0148 TS JWTS 161STANDARD BUILDING CODf!. - ALL TRUSSES TO 5L Ehkd dato 2126/02 CP_RTIFIED BY MANUFACTURER'S Rff_GISTF_Rf!D P-NOINEI!R. THIRD FLOOR 2- .VF_RIFY DIME!NSIONS OF WALLS U PON WHICH A5 7 10.�r \40 TRUSS.f!S 55AR.' ROOF: , F=RAMING PLANS —-------- ------- 5UILT-UP MINERAL SURFACE 114"IFT SLOPE . ROOF OVeR Pf!f!L-&-STICK PRO- PROVIDE! SIMPSON MTS12, _0 ' TeCTO-WRAP WATERPROOFINO AT TOP CHORD OP TRUSS TW15TF STRAP Woe 14-10d NAILS IN FIELD ON 1/211 COX PLYWD ON TRUSSES 0 EACH TRUSS SEE SCHEP 9 2411 O.C., -� LAPTOP PLY 811 2 41-4 j5/811 OVER SLOPED SHINGLE! ROOOING SIMPSON MTS12 TWISTE!D SIMPSON MT512 TWISTff,.D STRAP Wl 14-10d NAILS STRAP Woe 14-10d NAILS 9 EACH TRUSS SEE SCHE!DULt! -15F FIBERGLASS SHINGLES ON F _RGLASS SHINGLES ON -' r-15ERGLASS. SHINGLES ON 12 12 12 ' PEP-L-&-STICK PROTF-CTC 2C`TO-WRA PEEL-&-STICK PROTECTO-WRA -WRAP PE! -&-STICK PROTE: ro ro WATf!RPROOFING ON 1/2 COX WATI!RPROOFING, ON 1/2 CE>X , ,-., WATERPROOPINQ ON 1/2 COX -9 0 2411 O.C. -IQLA5S BATTS CONT. PLYWD ON TRUSSES 4 2411 O.C. R FIGLASS BATTS CON PLYWD ON TRUSSE R FIGLASS BATTS PLYWO ON TRUSSES 9 2411 O.0 R F I . . 21 21-01 V )( K ) _)U( )u( CONT STNLSS ST CONT STNLSS STEEL CONT STNLSS STL P.T. 5/8" TYPE! X 'GYP BD E!AVL= DRIP OVER P.T. Z___,T&G IxG V-JT SOFFIT C:� 5/811' TYPE X GYP BD E!AVE DRIP OVER P.T. 5/811 TYPE! X GYP DO E!AVE DRIP OVER P. r. lx4 TRIM C__ . . lx5 ON P.T #1 '2x6 lx3 ON P.T. #1 2x6 C__ lx5 ON P.T. #1 2x6 05Le 2x6 SYP #2 TOP D5LE! 2x6 SYP #2 TOP 05Lf! 2x6 SYP #2 TOP FASCIA FASCIA PLATE Woe SE!MCO TPP6 FASCIA PLATE Wl SIMPSON SPHO PLATE W1 SIMPSON SPHO OBLE 2xG SYP #2 TOP 0 3211 AT STUD W1 10-10d PLATE Woe SF_MC0 TPP6 AT EACH STUD Woe 10-8d 0 5211 AT STUD Woe 10-10d 3/811 MDO PLYWO SOPPIT :5/81, MOO PLYWD $OFFIT 3/all MDO PLYWO SOFFIT NAILS Woe ROUND ALUM VENTS NAILS Woe ROUND ALUM VENTS ATE!ACH STUD Wl 10-8d NAILS Woe ROUND ALUM VENTS NAILS 1/211 GYP 5D /V TYPE X: OYP 50 5/811 TYPE X OTP BD CEDAR SHINGLC-5 ON lx CLOSURE TRIM CONT 5Le 2x12 SYP #2 BEAM DDLL3 2xI0 SYP #2 OBLE! 2x10 SYP #2 -OGER CONT Woe 3-16d 2x6 LE LAPPING 30# FE -TS ON HE!ADeR TYP U.O.N, HEADER TYP U.O.N. TO eACH STUD Woe SIMPSON 1/211 COX PLYWD SHEATHIG "___�A35 ANCHOR Woe 12-Sdxl 1/211 WINDOW Woe 2x4 TRIM 2 SIMPSON LSTA30 STRAPS x12 CONT ALIGNED Woe FACE ON 2x6 STUDS 0 1611 O.C, W1 22-10d NAILS FROM Or- COLUMN Woe lxIO BOTTOM NAILS ALUM FLASHIG TURNED UP BEAM TO COLUMN CLOSURE 1211 MIN BEHIND FELTS -IT J VENTS IN VINYL SOFr LOCATED IN GOOVES OF 'IV-JOINT" MATeRIAL, NOT CONT. P.T. 6x6 POST Wl 0 0 NOTICEABLE FROM BE!LOW J 9 1/411x9i 1/411 VINYL CLADDING-----_,_+ V SIMPSON MT512 TWISTED FLASH'0 OVER P.T. #1 2x2 1/411 r- -10d NAILS STRAP W1 14 WINDOW SILL Woe P.T. #1 2x8 WHITE VINYL .OR ALUM 9 EACH TRUSS SL3ESCHeOULe SLIDING GLASS DOOR R-19. 5ATT INSUL CONT R-10 BATT INSUL CONT BAND Woe KERF$ 0 1211 0 C. FOR RAILING SYSTEM W1 TREX DECKING OR EQUAL Woe 2 DRAINAGE! 6/811 TYPE! X GYP BO RECTANGULAR PICKETS STAINLESS STL DECK SCREWS 5/811 TYPE! X 07YP DO 8d NAILS 9 Oil O.C. CONT SPACED TO STOP 411 TO P.T. 2x4 SLEEPERS NOTCHED 8d NAILS 0 611 O.C. CONT 8d NAILS 0 611 O.C. CONT SPHERE & MEETING FOR DRAINAGE OVER VULKEM :5/411 PLYWD STURDIFLR 3/411 PLYWD STURDIFLR CEDAR SHIN07LF-S ON 3/411 PLYWO STUROIFLR 55C LOAD REQUIRMITS 0 WATERPROOFINO ON 3/411 COX LAPPING 30# FELTS ON ON loll Dr=r:P TJI/PRO 350 PLYWD ON 2xlO SYP #2 JOISTS ON 16" Drzr=P TJI/PR0 350 ON 1611 Def!P TJI/PRO 350 . 1/211 COX PLYWO SHEATHIG JOISTS 0 1611 O.C. /JOISTS 9 1611 O.C. FIBERGLASS SHINGLES ON 12 JOISTS 0 1611 O.C. C-4 (RIPPED FOR SLOPE) 9 1611 O.C. ON 2xO STUDS 9 1611 O.C. all PEeL-&-STICK PROTECTO-WRA all a211-811 $1 +211- ro $_ c- SLOPf! 1 lo0211 a-Is WATF_RPROOFING ON 1/2 COX 5TNLSS STL PLASHIO OVER r \117 r _ PLYWO ON TRU55ES 0 2411 O,C. P.T. #1 2x 2 1/411 (RIPPED 2xE 21- C R ON P.T. #1 2x8 Wl KERFS 9 (NX J J Q Q SIMPSON C520x,3811 STRAP 1211 O.C. FOR DRAINAGE! - EXTEND Y. Ts, A R, )( A )(_)L 99V 999 9999 9 9999 V? .0 32u O.C. DLITWN ALIGNED L CONT FLASH'O UNDER WATERPROOFING _�__�2x6 Lff_DGE!R CONT Woe 160 T&O lx6 V-JT SOFFIT \R 11 BATT INSUL CONT CONT STNL55STL- R-30 BATT INSUL CONT 2NO & 3RD F46OR STUDS \R-11 BATT INSU '1�5/811 TYPE X GYP 5D CEILING EAVE! DRIP OVER P.T. N�5/811 TYPE- X GYP 5D CEILING NAILS TO RIM50ARD 9 811 5/811 TYPE X GYP DO CCILINO , lx4 TRIM Ix,3 ON P.T. #1 2x6 O.C. STAGGERF-D QBLE2x6 SYP #2 TOP FASCIA SIMPSON C520x3813. STRAP 4. PLATL- Woe SIMPSON TPPO SIMPSON LU26 HANGER Woe 0 3211 O.C. 5E!TWN ALIGNED AT EACH STUD Woe 10-8d 3/811 MDO PLYWOD SOFFIT DBLE 2x6 SYP #2 TOP 6-10d NAILS TO LEDGER 4 A D5LE 2x6 SYP #2 TOP 1x CLOSURE TRIM CONT 2ND & 3RD FLOOR STUDS Woe ROUND ALUM VENTS PLATE Wl SIMPSON S AILS PLATE! W/ SIMPSON SPH6 4-10dxl 1/21# NAILS TO TRUSS OBLE 2xI2 SYP #2 BC-AM 9 3211 AT STUD Woe 10-10d 9 3211 AT STUD Woe 10-10d 0i SIMP50N CS20x38II STRAP NAILS 2 SIMPSON LSTA30 STRAPS i21-011 NAILS 9 3211 O.C. Df!TWN ALIONaD Woe 22-10d NAILS FROM DBLe 2xlO SYP #2 \lx12 CONT ALIGNED W1 FACE 2ND' & 3RO FLOOR STUDS DBLE! 2xlO SYP #2 BEAM TO COL. OF COLUMN Woe lxlO 50TTOM HEADER TYP U.O.N. OBLE! 2x10 SYP #2 J HEADER TYP U.Q.N. CLOSURE! HEADER TYP U.O.N. 0 CONT. P.T. 6x6 POSTWI WINDOW Woe 2x4 TRIM_________C; 0 WINDOW Wof 2x4 TRIM 9 1/4"xg 1/411 VINYL CLADDING �. j CeDAR SHINGLES ON LAPPING, 30# FELTS ON FLASHIG OVE!R RE!DWD 2x2 1140 J J FLASHIG OVER P.T. #1 2x2 1/411 J 5/811 TYPE X GYP 5D ON 0 1/211 COX PLYWD SHEATHIG 0 WINDOW SILL Woe P.T. #1 2KS 0 WINDOW SILL W1 REDWD 2xI0 ON 2x6 STUDS 0 1611 O.C. wl- I- 2x4 STUDS 9 1611 O.C. BAND Woe KE!RFS 0 1211 O.C. FOR 5AND Woe KERFS 0 1211 O.C. FOR - 2xlO P.T. #1 CAP Woe SLOPE-D 1L 0 DRAINAGE DRAINAGE 0 TOP SURFACE! ON P.T. #1 2xa PROVIDE, 411 WIDE x 211 HIGH J J co Wl KERFS 9 1211 O.C. F=OR STNLSS STL SCQPPeR 9 co DRAINAGE d 3- 1 l/211xl6II MICROLAM CEDAR SHINGLES ON 51-011 ± O.C. BE!TWr:r=N COLUMNS CEDAR SHINGLES ON 7 2,0f! BEAM Woe 2 ROWS 12d LAPPING 30# FELTS ON 7 SLIDING GLASS DOOR LAPPING 30# FE!LTS ,,O' R-19 BATT INSUL CONT NAILS 0 611 O.C. STAGOF-RED 1/211 CDX PLYWD 5HEATHIG R-19 BATT INSUL CONT CE-DAR SHINGLES ON .111�� 1/211 COX PLYWD SHEAt -LTS ON TREX DdCKING OR r:QUAL W/ 2 5/811 TYPE- X GYP 50 LL ATeACHFACE TOSECURE ON 2x6 STUDS 0 loll O.C. 5/810 TYPL;' X GYP BD LAPPING 30# PC ON 2x6 STUDS 0 1611 O.C. - NOTCH 1/211 COX PLYWD 5HEATHIG STAINLC-SS STL DECK SCRI!WS 5f!AMS TOGf!THE!R 8d NAILS 9 611 O.C.. CONT ON 2x4 STUDS 0 1611 O.C. TO P.T. 2K4 SLE!E!PI!RS NOTCHED 8d NAILS 9 611 O.C. CONT 8d NAILS 9 611 O.C. CONT LU SIMPSON CS20x24II STRAP STAINLESS STEEL uZll FOR DRAINAGE OVER VULKEM STAINLESS STEEL IIZIJ > 0 ZP211 O.C. Wof 18-Od NAILS FLASHIG OVER P.T. #1 2x2 1/411 3/411 PLYWD STUROIPLR WATERPROOFING ON 3/411 CDX 3/411 PLYWD STUROIFLR FLASHIG OVr:R P.T, #1 2Y,2 1/411 3/411 PLYWO STURDIFLR TO BeAM & STUD (RIPPED 2.x6) ON P.T. #1 2x8 ON 1611 DE-EP TJI/PRO 350 SIMPSON HTT22 ANCHOR Woe J PLYWD ON 2xlO SYP 02 JOISTS ON 1610 DEEP TJI/PRO 350 (RIPPED 2x6) ON P.T. #1 2XS ON 1611 DP-r=P TJI/PRO .35" SIMPSON MIT:5516 HANGER. JOISTS 9 1611 01C. 5/8"xl2ll ANCHOR BOLT' Wl 0) JOISTS 9 1611 Q.C. Woe KERFS 0 12111 O.C. FO.R JOISTS 0 1611 O.C. j Woe 6-16d NAILS TO BEAM &. Woe KE!RFS 0 12" O,C. FOR 52-16d NAILS TO 6x6 POST (RIPPED FOR SLOPL11) 0 1611 O.C. CO 2-10d NAILS TO TJI DRAINAGE +1 .. .DRAINAGE +101-2 1/41��j +101-2 1/41�qNj 0'-2 1/41 \V r SLOPE! 1 1/211 \49 r STNLSS STL FLASHIG OVER P.T. 2x8 SYP #2 TOP, PLATP_ P.T. 2xS SYP #2 TOP PLATE P.T. #1 2x2 1/411 (RIPPED 2x6) ON CONT RIM 50ARD Woe 1/2"x1011 ANCHOR BOLT Woe ON Woe 1/2"x1011 ANCHOR BOLT Woe R-11 BATT. INSUL P.T. #1 2x8 Wl KERFS I 211x2IIx1/-SIl WASHER 0 2411 O.C. J 21lx2llxl/811 WASHER 0 2411 O.C. J 'OR DRAINAGE r- 11111 .. , 9 12 11 0.C. F Q(CQQQ SIMPSON C520 STRAP , Woe SIMPSON C520 STRAP SUL CONT 0 5211 O.C. - SEE! NOTE A R-11 BATT INSUL CONT ------�'-1/411 STI!f!L COLUMN CAP : 0 321 O.C. - 9 d E4 NOTE! A R-19 BATT INSUL CONT P.T. 2x8 SYP #2 TOP PLATE STUCCO ON GALV, R15BED L BATT IN 8IIx81Ix5 5/611 WIDE! TO 'AM 1�5/811 CeILINQ GYP BE) Woe 1/2"M011 ANCHOR BOLT Woe lx4 TRIM 5/8" TYPE X GYP DO CEILING 81140" CMU/CONC TIE BEAM 5/811 TYPE! X GYP BO CC-ILING----- 81IM611 CMU/CONC TIE BE! RECENVE! 3 loITIM611 BEAM Woe 2- 21141IM/811 WA5Hr:R 9 2411 O.C. Woe 2-115 TOP & DOT CONT #5 TOP & 50T CONT Wl SIMPSON H3p TO e,A JOIST P,T. 2x8 SYP #2 TOP PLATE Wof 4- 1/211 DIA THRU-5. OLT5 r, I INTRI PRECAST CONC LINTE!L ERI!rA%T CON ERECASI: rQNr, 1-TUTF Woe 1/2"x1011 ANCHOR BOLT Woe SIZED FOR OPENING SIZED FOR OPENING SIZED FOR OPE NINO 211x2IIxl/8II WASHER 9 2411 O.C. 0 SlIx.1611 CMU/CONC TIE BEAM Woe SIMPSON CS20 STRAP 1/411 P.T. 2x8 W/ HE!X HEAD P.T. 2x8 W1 HE!X HEAD 0 P.T. 2x8 W1 HC-X HeAD Wof 246 TOP & BOT CONT 9 3211 O.C. - SEE! NOTE! A 1 0 TAPCONS 9 all O,C. AT TAPCONS 0 811 O.C. AT TAPCONS 0 811 O.C. AT ALL SIDE-9 OF CMU OPNGS 8IIx2OII CMU/CONC TIE BEAM ALL SIDES Off CMU OPNOS ALL SIDES OF CMU OPNGS U) Woe 245 TOP & 50T CONT L IL 6 _,4Q, 0 WINDOW Woe 411 STUCCO TRIM FO WINDOW W1 411 STUCCO TRIM 411 DIA PIPE COLUMN EXTEND STUCCO ON AM WINDOW Woe 411 STUCCO TRIM J 0 PILL TO FORM ARCH AT CO SIDES PILLED U-BLOCK SILL COURSE FILLED U-5LOCK SILL. COURSE FILLr:D U-BLOCK SILL COURBL2 Woe #4 CONT Wl #4 CONT L Woe #4 CONT IL STUCCO ON all CMU Woe FILLED STUCCO ON 811 CMU Woe FILLF=D STUCCO ON 811 CMU Woe FILLr;D STUCCO ON all CMU Woe FILLE!D 411 CONC SLAB -LLS Woe 145 VERT Woe 1211 ILI CELLS Woe 145 VERT Woe 12"xl2llxl/411 STF-E!L BASE! CELLS 1211 > Woe 145 VERT W1 1211 CELLS Woe 145 VERT Woe 1211 CE > 1/211 GYP BD ON P.T. 2x2 PLATE Woe 4- 1/211x1011 " HOOK AT BOT TO WITHIN 511 Z11211 13YP 1111 ON P*T, 2,,2 HOOK AT BOT TO W17HIN :511 HOOK AT BOT TO WITHIN 31 1/211 GYP 50 ON P.T. 2?c2 HOOK AT 50T TO WITHIN 311 FURRING Woe BATT INSUL CD FURRING Woe BATT INSUL ANCHOR DOLTS OF TOP OF TIE! BEAM AT FURRING Woe BATT INSUL OF TOP OF TIE! BE!AM AT OF TOP OF TIE BEAM AT OF TOP OF TIE BEAM AT 181 2 1 CORNE! AT GUEST ROOM EACH CELL CORNERS, ENDS & 4811 O.C. AT GUeST ROOM 0) AT GUEST ROOM :RS, ENDS, & 4811 O.C. CORNERS, ENDS & 4811 O.C. /51-011,(51-0110-011 CONC 0 CONT VINYL STUCCO SCRC-E!D 0 411 CONT VINYL STUCCO 5CREF-D 411 CONC SLAB Woe CONT VINYL STUCCO SCREED 411 CONO SLAB Woe I CONT VINYL STUCCO SCREED CONC SLAB Wl 1/411 COLUMN FOOTING Woe 6x6 Wl,4xWl,4 W.W.P. STUCCO WASH DIRECTLY 6x6 WI.4xWI.4 W.W.F. 6xG WI.4xWl,4 W.W.P. F_ a 445x2l-011 EACH WAY STUCCO WASH DIRECTLY +19.331 lqi STUCCO WASH DIRFC7LY ON CMU #19.33, STUCCO WASH DIRECTLY +1,9 :531 1 +01-011 ON CMU r ON CMU ON CMU A NO FINISH GRADE - SLOPE! Vr)) VD) NOV NO AWAY FROM BUILDING N' FINISH GRADE SLOPE! xx V/x Y x, > V_ FINISH GRADE SLOPE! >V + AWAY FROM BUILDING 11�NRX/A111?� AWAY FROM BUILDING I L X IF 1�?,V/ IF /ILI V/ 24"xI211 CONC FTG W/ I�Kvl t lIxI211 CONC PTO Woe \/I M\X N, 241IM211 CONO FTQ Wl 24 x1211 CONC PTO W1 346 EACH WAY 345 CONT 345 CONT 45 CONT \X BEYOND N EN/R1 WA L L SECTION r2 WALL SECTION WALL SECTION 11-011 ��15 1/211 112ll If_oil 1/211 NOTES: STEELE BEA.CH HOUSE 1. ROOP SHEATHING TO BE 15/3210 MIN. STRUCTURAL I IS14-floa BE�ACH AVE!NUE! Woe 8d COMMON WIRE! NAILS 0 411 O.C. 0 ALL EDGES & 611 O.C. 0 INTERMEDIATE: SUPPORTS, ATLANTIC; BtACH, FLORIDA 2. ALL WALL SHEATHING SHALL BE 1/211 COX PLYWO xS, Wof 8d COMMON NAILS AT NOTE A; PROVIDE! SIMPSON CS20x4811 STRAP 0 5211 O.C. WRAPPING P.T. Woe BLOCKING AT F-OGL 2x8 PLATE! IN PROFILE SHOWN Woe 8-10d NAILS INTO STUD Fisher Simmons Architects,, Inc'. 311 O.C. AT EDGES & 61.1 O.C. IN FIELD. Beach,' Florida 1510B Second Street South Jacksonville SHT A2 FOR SHL=AR . WALLS & NOTES. 0 411 :5. GLUE & NAIL ALL 3/411 STURDI-FLOOR PLYWD SUD-FLOOR SHEATHING Woe 10d GOO" Fdl� T S 0145 hkd JWTS f.2126/02 COMMON WIRE! NAILS 0 411 O.C. E!DGES & Oil O.C. FIE!LD. INSTALL SOLID 6 7 :5/all dl BLOCKING BETWEEN FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS. TOE NAIL. 5LOCKING TO DOUBLE TOP PLATE! Woe 120 NAILS 9 611 O.C. C520 PROFILE SECTIONS -NERS TO BE STAINLeS$ STE A6 4. ALL EXTERIOIR FASTE T'D LS AP �A �A OC O.C%.21- .% AS BATT 67 .2\1-01 .2t- I r 21_0 7' I , I I - -- -- , �- , - , ,-:- 7�:-- . .., -, I , -- .I-.-..--- .- -.-- ------,--:7 � I ;- I-,-- - .. -..-,-=-..--.------- :��.-1- I , I---11. ----'---, . � - - I .. .. --- - . .- . ... ........ I I . I .. .. '.,. . . . I .. �� 'I - .. . . . . I I . . . . . I i :, ,- ,. . . . : -�-.-.,� m`;,.,� ..---.,--.1 . - I - . . I ... , ------ . -- . -- --- .-. . -.... I - .--- , . . - . ,. . I . � . . 11 I �.:,,V-v.,�',S;- --, % .1 71 . I 11 - 1. - ---, .. I , . �,.: I-- . ,; I . . , , -- � ,e, . .-..,. . -. . I I � I 11 I I . . ,� �, - - .'. , , , �I ; . - ,�,� "' , I . . . I . i --- , , -------1'1- 1 , , . -1 I . . - i... 0 ,� - �,,, I �� ,. . , - , , . . I I . : - I I . I I . I . , .I I - . I . . - . . I , � , - . I . ;�, I . � . .I - I . I,. :. � " I , . I ; I I . �. . I I I - I I ., . . . I . . . I I . . . 11 I . . I . I , I , � I . .� . I. . I .1 . I I I I ,� I . ,I . . . I . I I I I I . - ,. �. . 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WATt!RPROOFING ON 1/2 COX . .. . I % . . I- , I I � . I I I 11 . �!, . I . .. . . I I. . . . , . Z :, . I �, � . I % � . . . , � . . . I . . . I . I . , '. . I % I . . I I ? . . I ; . � ., . � � � . . . - .. I . . 1 - . I PLYWI? ON TRUSSES 0 2411 O.C. 2x4 X-BRACING .0 RIDGE PLYWD ON TRUSSf!S 9 240 O.C. I � . � . .%. . I . . . . .. . % . .1 I � , , � " . - . . . . I . �- " , -". I , ,,;� , . , - I . . I I . . I . . I . - 1 .. I . . .,. .1 . I ;1 1. -1 11 i 11 I I -1 � .,%..- 1% , . :. I I . 1. . . .. �' . . . I I . . . I . . . . I . I . 9 0 411 0. . I . . I . . . % . I .I I . 11 . % I � -- I '. I I I I % ,. . . . I .� . . .. . % I . I �.. 1."'.I . J,- I . 10d .NAIL C. W1 3-12d NAILS INTO TRUSS I I % . . I I - .1 ; . I I . . , � . I ,. I .%� I 9 . . . .. - I I % . - . . . I . , � I , " I , I . . .. � . - . . . 11 . . ."'. - 1, , � .1 . . . I . . % ., 1 . " - I I -,�,�-�,� '�,�� 11,100, I VF-,RTICALS OR 2x4 VERTICAL .. . . . I % . . % . . . � - . . I . %. t, 1-6 I I .. "I 1 . 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TV OUTLE�T SOFTNR (2) CENTRAL VACUUM OUTLET <IC COMPU7f!R OUTLET 0 H H A PENDANT CEILING LT. FIXTURE! H b WALL MTD. LT. FIXTURE! C RECESSED CEILING LT. FIXTURE! D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT B AT CEILING p- EXHAUST PAN/LIGHT COMBO, - $ SEPARATELY F 5211 CEILING FAN (WI LIGHT KIT WHERE 2 $'S) 07 EXHAUST PAN H FLUORE-SCENT - SURFACE MTD DOOR OPENER K VANIT'r FIXTURE! L 2411 UNIDERCOUNTER LIGHT H H R CEILINe FIXTURE - SURFACE! MTD. SWITCH ONLY LOWE!R HALF OF DUPLf!X rL----H OUTLETS WHICH ARE! SHOWN AS SWITCHED. D LIGHTS A f! PROVIDE! GFI CIRCUITS AT ALL OUTLETS AT R WET OR DAMP AREAS. TYPE R FIXTURES WITHOUT SWITCHING C INDICATED SHALL HAVE! AUTOMATIC DOOR S (LIGHT (DN WHEN DOOR OPEN) C C HAVE! OWNE!R WALK-THRU AFTER LOCATIONS OF SWITCHES ,, OUTLETS, ETC HAVE! DE-EN MARKED FOR OWNrzR APPROVAL OF LOCATIONS PRIOR TO WIRING & GYP 15D INSTALLATION. PRFWIRV FOR STEREO SYSTEM AS DIRECTED BY V 6 OWNER. COORDINA7E! W1 SECURITY SUBCONTRACTOR FOR OVIDE 110V B I C OWNER PROVIDED SECURITY SYSTEM & PR C POWER SUPPLY FOR SECURITY PANE!L. C C A > P/ F K < ALL TO LIGHTS ABOVE! C C C C FIRST FLOOR 1/411 11-011 STEELE 5EACH HOUSE jjq+sw** BEACH AVENUE ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 1510B Second Street South Jacksonville Beach, Florida AA C000138 0 904-247-1800 Gomm 0148 1,j,� TS I.,hkd JWTS Lj�,t.W26/02 a all F=IR!BT F=LOOR ELE!CTRICAL PLAN A8 L L (5 V0 �,jj 0 MOOD AC ------ J I r C C C C C; C C C WA 1C> DISf C --I A A C j t Dwc C C .............. L Ows rT B B VP L A B 4"11 < > 0 SWITC B A Tj IGH 5, 5 5 5 L W B C C B Bf!LL p / > IN FLOOR C AIN FLOOR < NIV> </ > C > B < > C C L4 TO LIGHT 5E!LOW C C > N/ C C I WF1 THIRD FLOOR SECOND FLOOR 1/411 11-011 1/411 it-011 ELECTRICAL FIXTURE LEGEND: $ TOGGLE! SWITCH DIMME!R SWITCH DUPLeX RECEPTACLE! DUPLE!X REC. ABOVr: COUNTER (4411 A.F.F.) DUP, RF-C. - WeATHERPROOF 22OV. OUTLE-T/JUNCTION BOX 0 110 V. JUNCTION BOX TeLEPHON5 OUTLET SMOKE DETECTOR CABLE! TV OUTLET CENTRAI. VACUUM OUTLeT <IC COMPUTFZR OUTLE!T A PF-NDANT CEHLING LT, FIXTURE! B WALL MTD. LT. FIXTURE! C RffCE!SSE!D CE!ILING LT. FIXTURL2 D DOUBLff- FLOOD LIGHTS MTD. UNDER SOFFIT 5 EXHAUST PAN/LIGHT COME50. - $ SF-PARAT2LY F 5211 CE!ILING PAN (W1 LIGHT KIT WHF-RE 2 $'S) 0 EXHAUST PAN H FLUORE!SCf!NT - SURFACE MTO K VANITY FIXTURE- L 2411 UNDERCOUNTE!R LIGHT R CE!ILING FIXTURE! - SURPAC�! MTD, SWITCH ONLY LOWf!R HALF OF QUPLC-X OUTLE!TS WHICH ARE! SHOWN AS SWITCHE-D, PROVIDE! GFI CIRCUITS AT ALL OUTLETS AT W=T OR DAMP ARE!AS. E! TYPE R FIXTURES WITHOUT SWITCHING INDICATF-D SHALL HAVE! AUTOMATIC DOOR STEELE BEACH HOUSE -N DOOR OPP-N) (LIGHT ON WHC HAVC- OWNE!R WALK-THRU AFTE!R LOCATIONS OF 1414 BeACH AVENUe SWITCHF-Sj OUTLE!TS, f!TC HAVE! 5E-f=-N MARKF-D ATLANTIC BEACH, FLORIDA FOR OWNER APPROVAL OF LOCATIONS PRIOR TO WIRING & GYP BE) INST I ALLATION. Fisher & Simmons Architects,' Inc. PRF-WIRL= FOR STF-RF-O, SYSTEM AS DIRE!CTF-D BY 1510D Second Street South Jacksonville Beach, Florida OWNF-R. 0 904-247-1800 AA C000138 U1 COORDINATL= W1 SF-CURITY SUBCONTRACTOR FOR 20—mm 0148 1,,,, TS ichkd JWT5__jdat*.2126/02 9 9 OWNr:R PROVIDED SECURITY SYSTf!M & PROVIE)e 110V 2 -CURITY PANf!L, SECOND & THIRD POWff-R SUPPLY FOR SE: 4 FLOOR ELCTRICAL PLANS A9 I