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2337 Seminole Rd Unit A k {� 1, ill I + I' l ,all 6 I+ fl f I I11 II II �f3 6 6 ' I 1�ii !` I II 1� ','� I I' II� ; �� '� GENERAL NOTES a) Ila�l { "III` �i �I PROJECT INFORMATION II, I � � � 1 IPr I i K% O ' °�`,S THE AT I A I T1 rN BFA rN u f�t ICAULK BOTH } � ` �1' SIDES, TYP PROJECT: THE ATLANTIC BEACH ESTATE - RENOVATION c c � ,!x, � 3 1. ALL WORK TO COMPLY WITH APPLICABLE C(QDES. THE CONTRACTOR MUST COMPLY WITH - P.T. 1x2 sTOPs, PAINT LOCATION: 2337 SEMINOLE ROAD, ATLANTIC BEACH, FLORIDA �rfi I II 1911 Ii 1 �,' ;I IIS I 9 1, dli i,i II; 'l THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL � TO MATCH EXISTING, TYP Q I1 III CITY, COUNTY, STATE AND FEDERAL CONSTRUC1IION, SAFETY AND SANITARY LAWS, CODES, 4x8 HEAVY TIMBER 1 FIXED GLASS WINDOW, TO l j� I � �I� ,�e I '� STATUES AND ORDINANCES. I r�_ i PROJECT SCOPE �a�l BEAM, PAINT, TYP. MATCH EXISTING, TYP. i W *-- i ili i l �I 1. a: IP�41. =11, 1 h1 Ill I I '� 11wI � 2. ALL FEES, TAXES, PERMITS, APPLICATIONS ;AND CERTIFICATES OF INSPECTION AND THE 3"x2 1/2"A/4" L �' W.Q.-€t II'I 1 'll�l I' FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE STEEL ANGLE � omz<�3t II III I I� I RENOVATION TO EXISTING [$EDROOM <>>z31 C I ! CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TO ��NZZ, I II, I I I ;II _ I I i'I ! I COMMENCEMENT WITH THE WORK. 3o� �U i NEW ALUMINUM SLIDING q� o=o�E I I I� I I, :II NEW ALUMINUM WINDOW .9001-�: I ! I I, , 3. ALL WORK SHALL BE PERFORMED BY SKILLJED AND QUALIFIED WORKMEN IN ACCORDANCE BY OWNER DOORS BY OWNER EnZ5a-8 ui<cr to :1 i VIVdU W. h WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING ::E-a- � ,-inaomm_ 1 'I I' I i' REGULATIONS AND/OR GOVERNMENT LAWS, STA1TlUTES OR ORDINANCES CONCERNING THE USE of QU INDEX OF DRAWINGS UNION LABOR. Y N EXISTING COLUMN BEYOND ARCHITECTURAL R } I METAL FLASHING, TYP. ' ° l I , I 4. CONTRACTOR AND SUB-CONTRACTORS TO (FIELD VERIFY ALL DIMENSIONS AND CONDITIONS AO00 COVER SHEET/GENERAL NOTES ti. � ' ,!:� �I SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISS[ONS A100 FLOOR PLANS AND ELEVATIONS 1 ' ': ' , � AND/OR CONFLICTS PRIOR TO PROCEEDING WITHf THE WORK. ` 2x4 WOOD FRAMING, TYP. 1 ill11� I' 11 '�'_ I �'' 1 _ 2337 SEMINOLE ROAD 5. EACH TRADE WILL BE EXPECTED TO PROCEED IN ,A FASHION THAT WILL NOT DELAY ETHER L 11 li " 111 I i i EXTERIOR GRADE °• . ,N W ; TRADES. " GWB oN 2x4 woaD �, 1 I PLYWOOD ON 1/2 EXTERIOR : �� : Iri : I Ili �� FRAMING @ 16" O.C., � ATLANTIC BEACH FLORIDA 6. THE CONTRACTOR IS RESPONSIBLE FOR THEE DISTRIBUTION OF DRAWINGS TO ALL TRADES =I . PLYWOOD BOARD wITTis I ,�� PAINT, TYP. UNDER THEIR JURISDICTION. y .SCREW AT 6/12 PATTERN, nS U I I I I ; TYP. .4. �.- �� 1 ; `�( ' 'f r III ;' 7. ALL MATERIALS TO BE NEW, UNUSED AND (OF TIE HIGHEST QUALITY IN EVERY RESPECT, � ' UNLESS OTHERWISE NOTED. MANUFACTURED Mp TERI S AND EQUIPMENT TO BE• STORED ANDI 11 I ( ,; x' INSTALLED IN ACCORDANCE WITH THE MANUFACTTURER': . WRITTEN RECOMMENDATIONS AND PAINT 1x2 RAI TENS 1 , I I #I TO MATCH EXISTING, BASE AND FLOOR FINISH I , r INSTRUCTIONS. ,; TO MATCH EXISTING, TYP. I ;` I ' EXISTING CONCRETE 1� �11 Ijl ^t 8. THERE WILL BE NO SUBSTITUTIONS OF MA�FRIALS WHERE A MANUFACTURER IS SPECIFIED. SLAB TO REMAIN, TYP. NEW 4" CONCRETE SLAB 1:1 „ OVER 6 MIL VAPOR o I I ' ( WHERE THE TERMS EQUAL TO OR APPROVED IEQUAL ARE USED, ARCHITECT TO DETERMINE BARRIER ON COMPACTED ,IFl, ; (,'� �' EQUALITY BASED ON INFORMATION SUBMITTED &'� THE CONTRACTOR. � :�_.. - FILL � o II �. II I uj ,IE 9. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOT ' //, o I '� Ir'I -_ II: / I' I' LESS THAN ONE (1) YEAR AFTER APPROVAL OF "FINAL PAYMENT. � '1 •' /. ! -11 II-I �` m fl . , I I{, IIlI 1O. THE CONTRACTOR IS RESPONSIBLE FOR CU1T11NG AND PATCHING REQUIRED FOR HIS WORK �� i,` ' I! 1 SII€ "' ' � ' UNLESS OTHERWISE NOTED. {� I ll I i l 2 WALL SECTION �4 i I � �� I 11. THE CONTRACTOR TO, AT ALL TIMES, KEEP' THE PREMISES FR E OF ACCUMULATION OF A000 3/4"=1'-0" I WASTE MATERIALS OR RUBBISH; PREMISES TO SWEPT CLEAN DAILY. I , I'I ; II �,, ,11 12. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE M l �'f?� � �� CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS. II i �I 11 , I;fl , W i I 11 II !. I { 13. DO NOT SCALE DRAWINGS; DIMENSIONS GO\YERN. LARGER SCALE DRAWINGS TO GOVERN � _ I! I I 1 'II; ! `I I �II OVER SMALLER SCALE DRAWINGS. ' ` Q I 1: , j H I I t,� i Iii� I9 , II P - ate. i j I ' * 14. IF DIMENSIONS ARE IN QUESTION, THE CONARACTOR IS -RESP( SIBLE TO GET CLARIFICATION �:: llc., I Lill III� EEDING WITH .THE=WORK. _ CAULK B I Es �� :mo o ,z �•., ti. �, AND DIRECTION FROM ARCHITECT PRIOR TO PRO(C r , :.� ��,��. ,.4 .. .. ; i . : - w_ C tet, ,., . o G 7 7t. EXISTIN C L _ 11 " REMAIN, TYP 15. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMN -OPERATE QUIETLY `y P.T. 1x2 STOPS, PAINT, TYP (� TO REMAIN, 7W '+�'� + ° �'` AND BE FREE OF VIBRATION. < �"'r'�f,, �t I I I,°`' -1x2 STOPS, PAINT, ` ' FIXED GLASS COLUMN BEYOND f FIXED GLASS W d 16. THE CONTRACTOR SHALL NOT TO LOCATE QEILING DIFFUSERS,: OR REGISTERS WHERE FULL WINDOW, TO MATCH WINDOW, TO MATCH 0.00 � ; ,: P.T. 1x2 STOPS, PAINT, TYP HEIGHT SHELVING, FILES OR STORAGE UNITS ARS INDICATED ON PLANS. EXISTING, TYP' 40 EXISTING, TYP. $0mmimmmom NEW 1 n i ** -1x2 STOPS, PAINT, TYP V L _ p I �I I: z ' ;BE THE SAME COLOR AS THE CEILING UNLESS 3"x2 1/2"x1/4" 1 I u 17. ALL CEILING DIFFUSERS AND REGISTERS TO 1 11 Z �� (_ �I � i STEEL ANGLE " ' X11 NOTED OTHERWISE. CAULK BOTH SIDES, rYPI 1 1 r It ��' : - �w 1 I II , 4x8 HEAVY TIMBER I to �.- I jl 1ill 18. ALL SURFACES TO BE PROPERLY PRIMED OR, PREPARED PRIOR TO INSTALLATION OF BEAM, PAINT, TYP. _- 1 SPECIFIED FINISHES. 4 5 F I �I . ' !L OVERALL MAP - A100 A100 I Y2" GNB ON 2X2 WOOD I'' 19. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUkACTURER'S RECOMMENDATIONS I FRAMING, PAINT, TYP. ',_ I' AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. TRIPLE MULTI-PASS WOOD POCKET DOOR I • 11 i I I; {I 1 II , i . , ' 20. PATCH ALL AREAS WHERE THE FLOOR IS SOT LEVEL OR TRIS PRIOR TO THE INSTALLATION I ! ; ' ' OF SPECIFIED FLOOR FINISH(-ES). i N - , > I I OCEIF�CT Tt1ST`. ,.� z I• • 1 •�. 21. CONTRACTOR IS RESPONSIBLE FOR PROVIDIt1G ADEQUATE BUCKING FOR WALL SUPPORTED INTERIOR EXTERIOR EXISTING WALL ! ORK, EQUIPMENT, FIXTTURES AND FURNKURE. CONTRACTOR TO o BEYOND ELEMENTS INCLUDING MILLW Iil� '` ATE UBCON TO � EXISTING WALL ; W F - 7: VERIFY EXTENT AND COORDINATE WITH APPROPR�! S TRAM RS. BEYOND r- - r U 6 , + . '.- i., x I k 1 - I ..�`.:' ` {{ j. - -- 22. PAINT TO BE APPLIED IN ACCORDANCE WITH, THE MANUFAG RER S pIRECTIONS OVER I,i4r f+ r' r f: < COLUMN BEYOND r P� ;. I �, :' ;::: :.> STRAIGHT ANDS T . NEW ALUMINUM SLIDING I� I: I' I 4 �; PROPERLY PREPARED SURFACES. WALLS TO BE 00 H PROVIDE MINIMUM DOORS BY OWNER _. �., ONE COAT PRIME AND ONE FINISH COAT. FINISHIED COAT TO CON�PLETELY COVER WITH NO ''_ ' ;II STREAKING OR BLEEDING OF UNDERCOATS. BASE aND FLOOR FINISH s: ii I 4 TO MATCH EXISTING, TYP, s b K{!I :'.: : =.: r ENTIRE REFLEC VE BASE AND FLOOR FINISH j 51 � , t - T R T , 1 { ; ' 23. UPON COMPLETION OF THE WORK, THE CON�TAC 0 0 NOTIFY BUILDING OWNER » 3 Pool INFILL u�T it .II:. :.' �;: ,. : - NEW 4 CONCRETE AB TO MATCH EXISTING, TYP. �. �! 1 .:: -_ 1 SL COMPACTED SOIL' TYP. , I I > -�-� . REPRESENTATIVE THAT THE PROJECT IS READY EOR INSPECTION. OWNER REP WILL COMPILE A PROMDE #3 DOWELS OVER 6 MIL VAPOR A10o , ¢j� - ' -- ':.. i ''. ! ;t: i:.._.... '.:.:. ®'14" O.C. BARRIER ON C MPA T " II I[ exp �,�.- .- .., .. �- 1. PUNCH LIST OF CORRECTIONS NEEDED, OF UN TISFACTORY A /OR INCOMPLETE WORK. o c ED �• EXIST. 4 CONCRETE SLAB "` FILL :riI `;I r * A -;- E- - i ; FINAL PAYMENT WILL BE CONT►NGENT UPON THE 'SUCCESSFUL C PLETI4N OF THE PUNCH LIST. I k. �: E _ , 11 �11I I I' 4 1I,I ! 's JOINT SEAL, TYP. I 6 q 11. ' :: .,. I t _ h"' „ II 24. DRYWALL CONTRACTOR TO CLOSELY COORDIMIATE HIS WORK"WITH THAT OF OTHER TRADES. 1 1 1 WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK`;,, PLUMBING LIN , ETC THIS CONTRACTOR TO - �- -� - "- =� IN. ix i -�= R- I- I ,- a - ,:: ' ,, ':: �� PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TOA.Is / = -( I MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED• -I / / / / / / / / \ \ \ -- I - , 1G' ' 1 r a I . . ,.::. . v,.. .�: .. �_.�.� X11 \ \ \ \ \ \ \ \ \ \ \ = ;I { I-III=1II�il I ..... � / / / / / / / / /`/ / `f / / -I I t- -3 1 t l f4. w: : xr.;: : -- - . -:::... - Z5. CONTRACTOR IS RESPONSIBLE PING ALL NEW1ND EXISTING FIRE RATED / / / / / / / / / ! / / / / -�.: :. _, BLE FOR FIRESTOIP , E-� \\ \\ \\ \\ \\ \\ \\ \\ \\ /�,,/ /\/ /\/\/ I , :::w s ED / �/ ` \/\�y\/\/ .;- 4 ARTITIONS AND ALL PENETRATION THROUGH RA1T AREAS INCL DING SLABS. SEAL TO _ / // // // // // // // / \ \ \ \ \ , \ \ ! � �� -� � MAINTAIN PROPER RATING. =I \/\/\/\/\/\/\/\/� ��`\\ \\ ! =ji,rh �al I1.I'll - /j� . //\//\//\//\//\//\//\//\//\/j // // �/ // ///////// APPRovEp , �.I f:• w l l \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \� - i E.' --x. a (t / // // // // i / / / / / / / { i i. Ix = 26. DIMENSIONS ARE TO THE FINISHED FACE OF NEW N T U ION. DIMENSIONS ARE I t ., p �: ',I I I: Il ell 'I. i[ ;:i r:: '.`::; <�., ;<; :.: ,:j.. '._- b Q. .. A `D '� 1, , 1, , NOMINAL UNLESS OTHERWISE INDICATED. =III. p b' hI1 I- y II 11:1,1, } , I a' ,., (.f 4. _ t - _ a I ! NUMBER I''II 'i _I, .II a - E p .... - ` I , IFIL E COP I�a....w ,_ ,. �. ._ :_ _ - I I I _III I l�I I�_I ( __� I 27. ALL WORK TO BE SCH LAR BUSINESS H?URS UNLESS NOTED A I -III---III-- III I- i B1 E I EDULED DURING REGU� I - `, .' -� I c I I , �I ! I rl I I- °: n ' 4z .. p r'. EXISTING FOOTER -I :o . 4' I ' ►- 11 V. . OCEAN*4K T3R$ F - .: OTHERWISE a :. h• z ,,. 3111 1')1x. ;;, ;� �. EYAIN, TYP. _ I g L ^DA PLOT(E 5 Y..iI, ::-. .. ... ... .. .... .. ..... .. .... ...: :t r.� ». I 1 Ih . _. . _ -. . �� N, .. .... fi. .. ......,.:. - ... ...,.. v .. D]FOR a . _ _ m .-�. - P�:��EVVE CODE C -1 Ia r , K,�, „ = E�Isrl i-II - II O�VtPL - . >,. f_ DRAWINGS . �. .... :' . p.� :< 28 MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK I_ + _ -I j � COMPACTED IANCE j '` . . --- - 1 f ! I I I+--_i -1 I 1 23 : ; soli u = 1 I i ; I ._ a s r :. = UNDER SLAB TO _I _ I CITY dF AT ' ' III j: ' . -La" l__ y tt 3.-, INDICATE DESIGN INTENT. FABRICATOR IS R SP SIBILE FOR MIL-WORK ENGINEERING. I LANTIC BEACH I w�aw� E Irl I i f ;: - I o-„I E 0 REMAIN}, TYP. SEE PENIITS FOR ADDITIONAL RE MENT :: ;. I,. ,._, _ I CONDITIONS. L_13ft!1w . II ! d+ ot� x:: °' .: : : 29. PROVIDE ALL NECESSARY CUT-OUTS FOR THS INSTALLATION'OF ELECTRICAL AND QU R SAND COVER u., REVIEWED BY: DATE: - !G SECTIO I VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES ,AND OTHER DEVICES. 1,11 I'{ �� , 1 WALL SECTION I�I �1111 I I; Iri T 3 WALL SECTIO WALL VICINITY Mill A(�0 3/4'=1'-0" A000 3 4 =1-0 / » , » ! 1� 'it�� (� I I '1161 II `l I I �� PERMIT ISSUE AO I, w�j `,f II 11 l ',' �p I � �I: , ,w '.11, I f,' 11 ,,;:! I, w 1t� I ,� I 'S 41 s �,ll I p .I, 31 1I ' iI 'hi�11 n� 72 DEMO KEY NOTES DOOR SCHEDULE FIXED GLASS WINDOW, � cq Q TO MATCH EXISTING, THESE DRAWINGS INDICATE EXISTING FLOOR PLAN LAY'PUTS. %_ cc W DOOR rn'• A CONTRACTORS SHALL VISIT SITE TO VERIFY FLOOR & CEILING PLAN, O N DOOR SIZE FRAME FIXED GLASS WINDOW, TO O ALL EXIST. CONDITIONS, CONSTRUCTION, AND DIMENSIONS. � r g ce OF HARDWARE MATCH EXISTING, TYP. P.T.O MATCH STOPS, XISTINGiN1YP P.T. 1x2 STOPS, BE REUSED, OR PAINT, TYP PROTECT EXIST. WORK WHICH IS TO REMAIN IN PLACE, L MARK WI10TH HEIGHT LEAVES TYPE MATERIAL TYPE MATERIAL HEA[ JAMB SILL GROUP REMARKS 3N2 1/2"x1/4" L 4x8 HEAVY UMBER OREMA►N THE PROPERTY OF THE OWNER. d 'i �, BLOCKING, 1x4 WOOD BLOCKING, TYP. STkEL ANGLE ao -.. BEAM, PAINT, TYP. REMOVE & TRANSPORT DEBRIS AND RUBBISH IN A MANNER THAT WILL 1O0 6 -p 7 -0 3 1 WOOD - - 6/A100 - 5/A100 - - N < PREVENT SPILLAGE ON ADJACENT AREAS. SHOULD SpIILLAGE OCCUR, W 1x1 WOOD - 1x1 WOOD � �� �W 101 7'--6" 7`-0" 2 2 ALUM. A ALUM. 4/A100 4/A100 3/A100 - - TRIM, TYP. TRIM, rn,• I CLEAN ADJACENT AREAS. Wok =a ZiE I.J,06L� w0 DASHED LINES, THIS SHEET, GENERALLY INDICATE WALIILS, OPENINGS, m o<W �a 1x2 WOOD DOOR HEADER (2) 2x8 WITH OD SLABS, PIERS, FOOTINGS, MATERIALS TO BE REMOVED).. 6»o d >N j TRIM, TYP. 1/2 PLYWOOD BETWEEN �, .�z z METAL DOOR AND o-Y o a "-1 THREE PANEL SLIDING FRAME, SEE SCHEDULE 3 0 'D�� DOORS SEE SCHEDULE 1x2 WOOD TRIM, TYP. O STANDARDS FOR DEMOLITION SHALL ADHERE TO THE (CURRENT o o Z APPLICABLE BUILDING CODES. W a a, o a 1 a Ln WWF "zx <z> PATCH/REPAIR ALL HOLES AS NEEDED TO MAINTAIN §MOOTH SURFACE a o m` 303: Fn s INTERIOR DOOR - HEAD DETAIL 4 EXTERIOR OR - HEAD DETAIL FOR NEW FLOORING INSTALLATION. a1oD 11/2"=1'-0" a100 11/2'=1'-0" KEYNOTES Oi REMOVE EXISTING DOORS, HEADER BEAMS AND WINDOWS PREPARE` THREE PANEL SLIDING BASE AND FLOOR FINISH , DOORS SEE SCHEDULE WALLS FOR NEW CONSTRUCTION. q ,� TO MATCH I€XISTING, TYP. N EXIST. 4" NEW 4" COWRETE SLAB O REMOVE EXISTING DOOR/WINDOW, INFILL TO MATCH LEXISTING EXTERIOR CONCRETE SLAB OVER 6MIL VAPOR BARRIER WALL FINISH WALL TYPES ON COMPAC.TtD FILL THRESHOLD BY DOOR �1 SEE SEE SEE to MANUFACTURER, TYP. 4 REMOVE EXISTING INTERIOR SOFFIT, PATCH AND PREfPARE FOR NEW �,}� SCHED. PAINT APPLICATION SCHED. 1 SCHED. SEE SHEET A100 FOR LOCATION OF ALL WALL TYPES TO BE USED ON PROJECT. 1 O ENTIRE REFLECTIVE POOL AREA TO BE EMPTIED/CLEANED AND PREPARED ----- FOR NEW CONSTRUCTION -�"-- J � �, ALUM. FRAME DOUBLE j - 4x4 WELDED ORE � a � s REMOVE EXISTING EXTERIOR LIGHT FIXTURE PATCH AIND PREPARE FOR 1/4 0 1/4 LEAF FABRIC, IYP,.• ) p / a NEW PAINT APPLICATION W WI CLEAR CLEAR OPENING � I I III III I I ° L I / - 4 1/2' W TEMPERED GLASS N '\ O REMOVE EXISTING PARTITION AND PREPARE FOR NEWS CONSTRUCTION uj ,�2" 3 ��z• ,fir N GLASS N \� O EXIST. LIGHT TO BE REMOVED AND REPLACED WITH VIEW FIXTURE S f t' —UNDERSIDE OF STRUCTURE \/�\ SELECTED BY OWNER ' o #3 BARS NOTE: ALL NEW ELECTRICAL OUTLETS AND w FULL HEIGHT WALL -`PRO DE HOOK/TIE TO SWITCHES TO BE CONNECTED TO = BOARD , TV. TYPE 1 TYPE 2 TYPE A SLAB AS REQUIRED, TYP. EXISTING ELECTRItCAL PANEL/CIRCUIT a DOOR TYPES FRAME TYPES 5 INTERIOR DOOR - SILL DETAIL 3 EXTERIOR D OR - SILL DETAIL NOTE: CONTRACTOR TO VERIFY ALL SOUND ATTENUATION BLANKET SCALE: 1/4"=1'-U" SCALE. 1/4"=1'-4" A100 1 1/2"=1'-0" A100 1 1/2"=1'-0" DIMENSIONS PRIOR TO CONSTRUCTION z 2x4 WOOD STUDS 0 16" O.C. CL ' 1/2" GYPSUM BOARD BOTH ' SIDES, ACOUST SEAL AT ALLF1 FL. 1 PENETRATIONS, USE TYPE 'X' _PFf r. BOARD AT RATED WALLS I I' - - - - - - 'A CONT. ACOUST SEALANT I W m BEAD, BOTH SIDES 0 GYP_ I F a BOARD., U.O.N. 4�� o F1 NOT (RATED WITH INSULATION = z 0d LLJ a o 0 0 W Li , �- I- Q ,� W 0 0 0 m . o c=� !` L a a a o 0 0 0 - - - �, z < L_ 0 0 o a - Lu ;r, 1 ,01 �� _ C) M m Lu1 A000 Q z W ti H _. UNDERSIDE OF STRUCTURE 3'-0"x2'-0" a Q M -�Z[[ CV -7 FIXED WINDOVk FULL HEIGHT WALL - SEE 4 Q © BOARD , TYP. SECTIONS FOR (I ab z ADDITIONAL Q Q W - INFORMATION a SOUND ATTENUATION BLANKET 2 5 0 0 0 2x2 WOOD STUDS @ BEDROOM/ D 1, 16" 0.C. A(OOo OFFICE NEW CONC. z Floo I SLAB EXISTING ` 1/2' GYPSUM BOARD ONE DYING ROOM SIDE, ACOUST SEAL AT ALL _ Flxx EXISTING ----------- PENETRATIONS, USE TYPE 'X' 1 BOARD AT RATED WALLS FIREPLACE I CONT. ACOUST SEALANT _ _ ___ _________ ___ ______________ w t BEAD, BOTH SIDES 0 GYP. SI(ABING CONC. 1 a BOARD., U.O.N. ��'. is • �.. i€ ► �p I I ❑2 NOT (RATED WITHOUT INSULATION ► 1 X20. o I C# i 0\a� lkl 5'-10" j '>�lc' �� 1 r I ► I '°` 2 I, ► ------------------------------ i 6 ———————————————— C=-------= APPROVED 100 HEgC ED 3 JOB NUMBER E WING A000 EXISTING DATE EDffED81008 BE ON FOYER 11/22Z201 0 xx lxx I DATE PLOTTED 11/23/2010 BRawINc NAME DEMOLITION 2 NEV FLOOR PLAN 1 DEMOLITION FLOOR PLAN NEW, AND aloo 3/4'=1'-0" PLAIN TRUE RCP PLANS aloo 3/4'.1'-0" NORTH NORTH w, PERMIT ISSUE Al 0 0 tt, MSP SHOWING TREE 8c COA�S'T L BD CONTROL CG'NSTRUCTION LINE DF A PM17CV OF LOT 1, D(NS►OV 4 W4DREW DEWS GRANT, SEC710N 37, 7101INSW 2 SOU!W, RANGE: 29 EAST, DUVAL COUNTY, FLORIDA AND BEING M PAR7ICULARLY DE301M) AS FOLLOM FOR A P41DINT OF BEGOWMa OAN E NCE AT PIE NORTit wsr COF'NER OF LANDS DESARew /N DEED BOOK 1054. PAGE 280 tF THE CURRENT PGII RECORDS AF SAID COUNT)t SAID POINT ALSO LYING IN THE EAS70LY R/QHT-AF lVAY UNE OF SEMINOLE BEACH ROAD, COUNTY ROAD NO. 609 (A 100 FOOT RIOIF WAY, AS NOW ESTABLIS D); THENCE SOUTH ODti3'0T NEST ALONG SAIm EASmxty RK,a-OF-WAY LOv& DISTANCE OF 35.45 FEET• THEma DEPARTNNG SAiD EAST DRL!' RIGHT-OF-WAY NORTH 09.39'38' EAST, PARALLEL IM7H SAND NORTHERLY BOUK)ARY OF SAND ONES DESOMED /N DEED BOOK 1054, PAGE DISTANCE OF 80,16 FErT,• 01E1vCE SOUTH 00102$1" NEST, DISTANCE OF 2.03 FEET; PENCE NORTH 8974'200 EAST PARALLEL MITH SAID NOR714ERLY BOUNpARY, DI 7ANCE OF 14.77 FEET•°;THENCE NORTH 00'3?27" EAST, DISTANCE OF 1.93 FEET• THENCE NORTH 89'39'59" EAST PARALLEL WTH SAID NOR7HERLY BOUNDARY, Of TANCCE OF 41.04 FEET• I 'y THENCE !0UTH 0076102' EAST, DISTANCE OF 115:19 FEET., HENCE NORTH 8957'50` EAST„ DISTANCE OF 4.35 FEET MORE OR LESS TO THE ORDINARY 060 WATER LOVE OF ; Am THE ATLAN1fC OCEAN AS MEN77ONED IN SAID DEED BOOIK 1054, PAGE 280, TF/ENCE NORDIERLY ALONG SAID HIG'I WATER UNE, 150 FEET MORE OR LE'S. TO A POINT IN THE NARTiMY BOUNDARY OF SAMD LANDS DESOMM MI DEED BOOK 1054, PAGE 280; 71YE1NCE SOUTH 89'4554" NEST ALONG SAID NORTHERLY BOUMPARY, DISTANCE OF " h 565 F,EEr MORE OR LESS TO THE #V/Nr OF BEGINNING. SAWARY MANHOLE THUS LVIDS DESCRIBED CONTAIN 1134 ACRES MORE OR LESS ts TOP-11.27 FLOW NE-5.49 CERT>1E7E1' T17: SARAH H. BOHR �r S79�, A15 3?f•sg• I g IC - k Not rq SEM/NOLE REACH P.B. 44, PG. 67 I I BENCHMARK ON _- MANHOLE (ELEV=11.53) g 12.0 POINT OF ASf�HALT ' $ S NTARY MANHOLE 3 13.0 3 STORY S1UCC0 11.5 �err.s3 BEG1� 1�G N 1 F.F.E=20.89 t1 FL,401WN£-6.15 ' �. 373950 563 PAt rn7e�11ivSFr nNrs AREA n 39.8' I2.0 - - � p - -•- ? - _ .. r9. LI'. �' -� -__-----.___ _ _. _ -- -- - ________-- � .!; .. .. �•ii! itT� ilVi/ S � 41 fir 11.41 19.9�. n CA MR BA3iN1 jj 11 `i `� J! `� 3.1 all 14" P ' 11� 6.3 11.0 !j ta7tAJE=10.29 10. i o S! I SNYV.-7.63 O 2.7 14 F" 11 _ Alr (, - n 1 >i>{.3 �. 9. - 4' 891;•, ' A 11`i N N tp. r.. ( TS/3� '` f IIs sm n O a ?4" 21.1 12 .4 4. t9 0 23.1 18.2 �� 12.1 -.GOING. 5� t .�j o.O J IIEC�rlILL A # ! 10.83 6 MODD POMER POLE1$" \ •1 .1' R 31, tate , � !J 14.09 a° 13.8 QW �, N on n 10.93 NOW. GOES lI1NOI:7iY,1ff0tM0( 11.9 � 11.37 �� � � wALL tIC1t710 S6 MUOD J ff.0' m 1 1B" b• • �- 117 HOUSE 1.21 / 0 `-o --J--- r^0 7 10 COV c 17.5' N 1"4./ 19.80 4? ( 14.9 16 C 9. 0.81 M COW. CONC. d4 �h '�S 4 1.9 10.8 Z g 2190051.8 , w ,� s I 2�' BRICK wALL 4 t 2i. 1.3 H 1s 373950.531 CONC. 1.07 �1/ 12.41 `r ,� 14.35 14 , 19.0 s t3. UNDER ORM 1?NS AREA 13.2 k 3.89 .1 A5 �1�6 10 11.46 3► �.• ALAETTC!'S R sme s 13.69 19.1 v is 1V88'9 .16 +� 1. 11109'98 8 ► 17.9 I .60 11.4 12.1 iA 13.e1 7.e I_ 9 9,8 ri O r`✓ �' 41.Q! r4?4 10• ; 2 v H 37.2' ' 19.61 18.4 19.0 O 10.77 2fL5 SOU1hERN BIEIELL a 1/!� �c.<.��"�- i3.4 �� `! STOt I CA L3ASriv '117 TELEPHONE 6.2 �.8' `! 10.9 �,�yy� tt+ 10.78 S >-7.14 Y S UCCO 12.4 Q { qh1 Al STt7NE5 b 16" 10.4 � 2.4 7.7,� CONS S ''� �1• 1• 18.42 s11. 13.84 14.45 O 14.04 E 1V9914120�' a 3 S Y STC� � � b a 'T 19.. 1� 16. �t 14.77 ! f1El:)RrC MRS 15.Q'iG1 o RJ e %!k 4. 683 i 1211- moo 2 3.0 41'G7N 7'� 4.0 -A _ <. _._. . � :._� � �Y � 9.r 0.9 _ 17 -T ' ---- ` 14.65 9.3 a �o �9• .� 19.18 . � � _ . .. _.y A H- Ir �r - ,, _ �, M 19.03 t5. I ?1 iL8 13.90 n 19.12 CONC i�X4 WALL 14.8 CONC 03 V: 9. 15.6 3 f2- 19 13 2"1913 ti 14" IT 1y� j 19.16 i w 18. 49.8 .6 d1 , 19A2 r9.8' O� 8' i _ 19.1 19.2 ..9 9, 11.2 B<RJFi3 INNT 2 119. '°� °�s 19.16. 10" P.B:37, PG 77 COW ?! ert/ar 19.04 1 a9.e 1 6�' 19.14 ! 18.20 19.20 I 14/4j" 19.!8. I 1'001 it9 "6 9.3 1 Q t �1 ' 15.06 t1�t34 11.8 m� mm 18.94 17.3 11. 13.5 NOW SMALL PALMS NV 9.02 ,,p `16" 9. I 4 1r► 12.0 THIS AREA Nor LOCAiED. �� • 17 47.3 182 i89 15.9 9.00 14 Q 17,1 14.9 19.15 r .8 19.05 9. • 11.3 FL1 LP. 81 404 COW N. 1.68' Q 9 I 17.5 19.03 i 171 Jye *-CCCL 11.8 13.86 48.60'LP-4.p. 15.2 18.3961 v 19.3 jt�7i� V 1150 43 ! f N FC! S1EPS t0., I) Ii 18.8% � t6.4� f� 14.8 16.6 l ,8 - 19.11 w �. 6.8 L 16. 1740 If - ! .ros• 3 STORY STUCCO � a ` 11.1 ± F.F.E=19.21 --- .9 i i BLUFFS , P.B.36, PG. 72 r �GQP NIX 3 L TIE 1-6- F ' f TME PROPERTY SHOWN HEREON APPEARS TO LIE' W774, HAZARD ZC>r1lE -AS SCALED FRL7M FLOOD INSURANCE RATE' MAP„ (_ FOR AXANTy BEACa►>� FLORIDA, DATES 4-1,Z 89 AND ['1 ' /S StyDNN AS A COILNR: Y OftY AND NOT CONS A CERW7CATTOIV' OF SAME. TRI-STATE LAM. URVEYORS INC 8411 BA YWADOWS WAY SUITE f/2, JAI MLLE, FLORIDA 32256 (904) 731-7235 i nFn1, ;_F . tEL7EtMD 2" IM-STA SUR 1E fq • rroN o9.WN ARNVGS BASED'O N UN 33/ONN. i leer rrnr CAP/Ls 4144) THIS SYARVEY DOES NOT'REFLECT OR ONNERSiP rower Nor vAUO 1M1HOUr va S1 avAT!lRE IME 191R/GINAL #,AISTD $CAL 0 ria+aae(mm) CF A FLORIDA LICENSED SURVEYV# MAP�QER. 1 :1 011 DENc,.'c LIN�r r 39.1'37'44"W 470.50' #AL Lt1A1LM AtrS11liCWN LRK T BASED WbN OE AS FURN1SYM, AND DI 0JT H . EWT EA 9AW TLE B►N�f R/ABS AF ]T TLE AND/Uq W D RESEARCH. . SURVE)'CR'S NOTES ) R/r rearT-ahwr Y G: EDiL`Y, P.L.& Na 4144 -x� DF1vC>;E H_ �'=E 1.) QEVA710WS 8AS1<D Oil N.G v.D. 1929. Lf Wow IDS 2) DEDUCT a5' FRcm Top OF CURB FOR GUTW ELEVATIONS A16 C SAW'' SCALE: 1 =2,�� S. 56 14 DFIVO TF i r(r:(15 Tfiv ,19 F7E7 D NOW DATE• , 1 9.N NC A�oarllriltllrwc PAD (N) *AWL etrsTAtwar 12-39-05 - t�c+alwa�rlL- STEREO SJRVEW AND MAPPER, S O NATURE DATE.• 1-4-06 FLORIDA B 21