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SCHULKE FL REG, NO. 47048 ❑JODAH B. BITR.E FL, REG, NO, 57396 WLUAN P. STODDA.RD REG. N . 57605 FEB 16 201: SHEET cI PROJECT NO. 11-074 / woN� i - d zor�i a�rcri �a33i U J J ❑ JOSEPH FL REI ❑ JODAH FL. REI AN FF�L: RE( 6DAL� J PROJE 05- z J o 0 Ire N (e) O) Q C Q N LL w aaf 0 Q Z�QV� W o W J � m Q O : zt 0t0 W l/J U) �Norn o > 06 Q v a� N� W o 0 . J E O Z 0 n y, 0 MH Ca LL W W Ix W U =N Y `° J j Qo _ ZN U �' J r• n J C.J Z Q J 0- A i T 0_ O C-) w a U W z q W 0 LLI of z o a 0 a zQ 00 IIl Z w O 0 to 0 N L o a W a ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITD.E FL. REG. NO. 57396 &NIWAM P. STODDARD SHEET C4 PROJECT NO. 05-238 FRANGIBEL CONCRETE POOL DECK 1TOP OF POOL SHELL 2L EH=1210 FT BOND BEAM REINF W/ (2) #3 TOP AND BOT AND #3 STIRRUPS 12" OC REINFORCED W/ #3 @ 12" OC EA WAY 6" TYPICAL SOIL SHALL BE CLEAN GRANULAR FILL COMPACTED TO 95% MAX DRY DENSITY TYPICAL POOL SHELL SCALE 2x6 PT DECKING, NO GAP AT INSTALLATION 4'-0" MATERIALS SPECIFICATIONS i M 2x10 PT RAILING TOP 2x6 PT RAILING SIDES 2x4 PT RAILING 6x6 PT BUTT PILES SPACED AT MAX. 8'-0" O.C. (4) 2x8 PT STRINGERS 2x10 PT BENTS (1 EACH SIDE OF POST) WOOD: ALL WOOD MEMBERS SHALL BE NO.1 SOUTHERN YELLOW PINE (UNLESS OTHERWISE SPECIFIED), PRESSURE TREATED IN ACCORDANCE WITH THE A.W.P.A, STANDARD C-2. THE PRESERVATIVE USED SHALL BE A WATERBORNE TYPE SUCH AS 'B' OR 'C' AS COVERED IN FEDERAL SPEC. TT-W-535, AND A.W.P.A. STANDARDS P5, C2, AND C14. PILINGS SHALL BE TREATED WITH NOT LESS THAN 2.5 LBS./C.F. OF C.C.A. PRESERVATIVE SALTS, WHILE ALL OTHER WOOD SHELL BE A MIN OF 0.40 LBS./C.F. OF C.C.A. PRESERVATIVE SALTS. ALL WOOD TO BE STRAIGHT, TRUE, AND FREE FROM SPLINTS, WANE OR OTHER OBJECTIONABLE DEFECTS. BOLT HOLES SHALL BE DRILLED TO THE BOLT DIAMETER AND THEN HAMMERED INTO PLACE. HARDWARE: ALL BOLTS, WASHERS, PLATES, NUTS, NAILS, ETC. SHALL BE HOT DIPPED GALVANIZED. ALL EXPOSED METAL SHALL BE PRIMED AND PAINTED WITH TWO COATS RUST INHIBITIVE ENAMEL (RUSTOLEUM OR EQUIVALENT). NAILS FOR DECKING SHALL BE 16D HOT DIP GALVANIZED COMMON NAILS. CONSTRUCTION NOTE: 1. CONSTRUCT RAMP AND RAILING IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, SECTIONS 4.8.1 AND 4.26.1 FASTENING SCHEDULE DECKING...................(2) 16D NAILS EACH BEARING LOCATION STRINGERS...................................(3) 16D NAILS EACH PILING BENTS.............................(2) 5/8"DIA. S.S. BOLTS, EA. END TOP AND BOTTOM RAILS ......... (2) 10D S.S. NAILS EA. CONN. RAILS.............................................(2) 8D S.S. NAILS EA. END TYPICAL CROSSOVER SCALE 1/2"=1'-0" 12'-8�" POOL SHALL BE DESIGNED IN ACCORDANCE WITH 62B-33.007(4)(m) POOL PLAN SCALE 1/4"=1'—O" ADJACENT SITE WALL-v �I PROPOSED GRADE PAVER BLOCKS COMPACTED SAND FILL ABILIZE S ED S BGRADE �r TYPICAL PAVER BLOCK SCALE 1"=1'—O" 0 I io PROPOSED SAND SET PAVER BLOCK PATIO SCALE 1/2"=1'—C" PROPOSED GRADE SCALE 1 /2"= V-0" A/C p »ya �^ GpaPs w ma p au Y'epY eid.wn �UYVo'En i��iYY i�9 i.�i asC�l6YIi :PJu3xCV YiME THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORREi"TIONS REQUIRED BY REL0 INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COOEB, FINISHED FLOOR U Z 80o J NE2 J cM a) a os W o g LL rn a U� L+J o ¢ C LJ.I Q o o m Q O Z�0w W '^ VJ Zo> 06 Z N CD. 0o N LiJ TWO J c�aNN Luo F>� J M W Z 2 ¢ mLL W ^ W w U > 04 Y `° J ¢F- y Z CV U "~ (nLLl U o 0 W w 0 Z w 0 In w 0_ z z O 0_ W z C1 W W 1n 0 o_ 0 0_ 0_ Z Q J W Q 0 of F O a v o ❑ JOSEPH W. SCHULNE FL REG. N0. 47048 ❑JODAH B. BITILE FL. REG IN 57398 WAM P. STODDARD REG. NO. 57605 SHEET C5 PROJECT NO. 05-238 _� BILE COPY 000 «°a° q � �� I 815496 284 NAD/83 _ North, 9 \ 876496.2842 NAD 83 PfPE FD.1 ,° '.�° N 89°20'13° E :`° ?° eP `L° (D2. 4' °°9 �° PE t _ 52 39�,_-,-__�_._._. _ 26. 19, 22.29' y 22.29' ' \ «, t t \ \ \ I .- PCP FD. 31.43' ,' \\ \\,\\V 'N } 1v v \1 +\ 1`l\l I S 2 1 �! 9mee'�'��ief3?Wi e� ar :.J P�QPOSED SINGLE -p r } ❑ ❑ ❑ PAUILY RESIDENCE l t \ \ A \i I �, \ � 1 FDEP\PERMIT ESL-242 t t \ \ 't 1 t = 1 ` ,r ], d � S ` 1 \ �'�eJV.wr ii3 cSB '✓'�°A. �i{ d tiiu eavo l r tl NO, 11 Z \ 20.91 ' o _ 147.7 \ PLANs A ARE 5U9 b- A IL anrm",�1. 14mw t�pmp REGpUI MAY pE'N' 7�F ELb N`iPL'i 1 JRB -THAT r;en Dv 17iJCJ�.r `•'+, �� \ '� \❑ El FAMIPROPOSRESED ID.ENbE •o IN�LEtt \V1 `\\V \ ii \ t t A\ COMPLY WITHALLAPPLICA ICCD04R1, FD€P PERMIT #SL>:243 t yV 'V A A A NkV IN ,,. 1\ \\lr S 1 tN V 19.52' ° a 747.94' t 1 •w, A p° w� �t `1 t i }t �\ `\ tt\ \t rt I � 1 1 i ,y-��� ^� 5 7ti 58�3 \ o \1` 1 1i ,as \\ u ` 1., I t t It 1 o\ PROPO ED CLUBHOUSE�. FDEP/�ERMIT # SL-244 -, t t t \ 1 t 1 \ i i, I ? 1 'w \1 \ �1 }t } } t1 4s.11' 1 iV I I 1t o g tit o4 t P o° ye TRACT A Zz 17.83' �� 5\ � $9�2 tCOASr�AL`s CON57RU671ON COr7ROL \ \ \ 1 t 1 1 G i \ 1988 COASTAL CON U077ON CONTROL S \ LXI AE20-72 IN PLAT BOROJED.°,,;"\11 PUBLI� RECORD OF LINE RECORDED 9— 5-88 IN P T\ �\ \& `�pitht« FLORI n f I BOOK 28 PAGE 2 UBLlC S \ \ \\ �,\ \\ OF FLORI $ \ ` t, 1 \ tt ` \ ` L \ 1 PROPOSED SINGLE 1 { j w FAMILY RESIDENCE\ i \ t ''�, •\ 1\ 'O \ �` \ \ FDEP PERMIT #SL-240 M I i1' � gin\ \j w_ �bc \• \ �- 1 \ \ \ t\ \ \ \ \ ��` r% UNEWALK \ 1 1 YP t a° \\oo \ ry�° \t \ t \ \ t oA \ o to \ � ` } rfi m 76.75' \t t rn 1 —eb 4ck fti 1�E - t \ \ t o 1 } It \ c O M o. ✓ o \ PROPOSED SINGLE to `� G•' T` SANS FAMILY RESIDENCE 1 t 1 t S\ \ o I o. 01 i . -!Fk Rsr FwoR 17.80' NAw e+ o tJ> o d CONO FLOOR 29.13' NAw \ t c } \ T IRD FLOOR 48.46' NAw t \t \ t \ \ \\ \ \ i \ \ 1 1 Al IS 81° { `N t o° o° `•� 15.07' 4111111 nil Will I'll 1111141 Ill I 15.07 r 1 Ro f 1\\ \ \t I`DUIVE\�ROTECTIPN ZONE AER ,,44A1NROVED fTE PLA1a �5 \ 1-4 %ICEAN ESTATES \\l t \ 1 PROPOSED SINGLE _ W i FAMILY RESIDENCE y FDEP PERMIT #SL-229 ia,�y yO v & L c, \' EAC 1 \ u t t \ \ \ \ \ \ \ \. a 1 \ \ V y° 31.43' 26. 19' "° 26. 19'«�' `° a ._._._,_ _._� ._..___ 445,53' N 890RO'13" E 392.43' 41P� '8-6186 -.`AD 83 .� 148.38' PCP 52.39' PIPE 9Z51' � ` ""� N 7769968.6186 NAD/83 iA e�° 876582.9533 NA0/83 ryo VACANT 4 2. ° U� ~5 c E J cob C �Lo J a Q; n J ❑ a Q a o g LL rn Q � � 00 O r LZi! Oo m J Q O Z z �w So> V, o N rn o 06 Z O0 1714 1 W � W O '_ J N F- � WP,>n Z ~¢ J co Z L) mLL W Q v �N ) J z' _ ZN U r, U/ ' ~ U Of O w a w z w 0 CD ao w o_ o a a az 0 8 z U O W a OJ LLI ti O OOL O ENGINEER CERTIFiCAAON ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH D. &TILE REG NO. 57396 �FL. ,MLLLIAM P. STODDARD MO NO 5 FEB 16 201 SHEET C6 PROJECT NO, 05-238 GENERAL NOTES : COMPONENT5 OF MEANS OF ESCAPE 5ECURITY AND FORCED ENTRY PREVENTION Project: 1. TO THE BEST OF MY KNOWLEDGE THE DESIGN CONFORMS TO THE 2007 FLORIDA BUILDING CODE, 2007 RESIDENTIAL CODE, AND ALL 2009 AMENDMENTS. NFPA 101, ACI 318-99, NCMA, NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN STANDARD5, TRU55 PLATE INSTITUTE (7I-95), AI5C MANUAL FOR STEEL CONSTRUCTION, PRE -CAST CONCRETE INSTITUTE, AND ANY OTHER NATIONALLY RECOGNIZED TRADE ORGANIZATIONS. 2. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT MUST BE LICENSED AND CERTIFIED FOR RESIDENTIAL CONSTRUCTION IN THE STATE OF FLORIDA. 3. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL 5LA13 DEPRESSIONS IF REQUIRED AND THE COORDINATION WITH ALL ASSOCIATED TRADES. 4. CONCRETE SHALL HAVE 3,000 P51 COMPRE551VE STRENGTH AT 28 DAYS, UNLE55 OTHERWISE NOTED. 5. SEE STRUCTURAL DRAWINGS FOR ALL REINFORCING STEEL. MEET A5TM A-36. 6. SEE STRUCTURAL DRAWINGS FOR FOR ALL STRUCTURAL STEEL MEET A5TM A-36. 7. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS MUST FOLLOW THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", U.O.N. 8. CONTRACTOR SHALL REVIEW ALL DRAWINGS, DIMENSIONS, AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEERS PRIOR TO COMMENCING WORK. 9. STRUCTURAL DRAWINGS SHALL COORDINATED TOGETHER WITH ARCHI- TECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., TO LOCATE OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED SLAB5, BOLTS, CURBS, ETC. 10. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI-301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 11. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS NOTED ON PLANS FOR ARCHITECT/ENGINEER'5 APPROVAL. 13. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. COASTAL MII ;I r ELECTRICAL OUTLETS TO BE INSTALLED HORIZONTALLY IN BASEBOARD 14. RE-13AR5 SHOWN ON SECTIONS ARE GRAPHIC IN NATURE ONLY, DETAILS, PLACEMENT, SIZE AND AMOUNT OF RE-13AR5 PER THE STRUCTURAL DRAWINGS. 15. CONTRACTOR SHALL OBTAIN LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION. 16. DO NOT 5UI35TITUTE MATERIALS, EQUIPMENT, OR METHODS OF CONSTRUCTION UNLE55 SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER / ARCHITECT / ENGINEER. 17, THI5 OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE INTERPRETATION OF THESE PLANS BY OTHERS, UNLE55 REQUESTED IN WRITING AND IT 15 GIV EN EN THE AUTHORITY TO CHECK AND APPROVE SHOP DRAWINGS. 18. GFI PROTECTION 15 TO BE PROVIDED FOR ALL EXTERIOR AND WET LOCATIONS. 19. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL INSERTS, ANCHORS, PLATES, SLEEVES, AND SLAB DEPRESSIONS ETC. AND THE COORDINATION WITH ALL A550CIATED TRADES. 20. WINDOW AND DOOR MANUFACTURER TO VERIFY ALL WINDOW AND DOOR OPENINGS PRIOR TO ORDERING THE WINDOWS AND DOORS. 21. WINDOW AND DOOR MANUFACTURER TO FIELD VERIFY ALL WINDOW AND DOOR OPENINGS PRIOR TO WINDOW AND DOOR PLACEMENT. 22. NO TIE BEAMS SHALL BE FORMED / POURED PRIOR TO TRU55 SHOP DRAWINGS APPROVAL. 23. ARCHITECT! ENGINEER'S VISITS TO THE SITE SHALL BE SCHEDULED WITH CONTRACTOR 24 HOURS IN ADVANCE PRIOR TO VISIT.. 24. THE CONTRACTOR 15 FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION, 25. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR EXTRA WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER FOLLOWED BY A CHANGE ORDER. 26. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. 27. THE ARCHITECT / INTERIOR DESIGNER / OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGHEST QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. PCM 270 TWO PANEL DOOR )LID 'OPLAR) PCM 270 2X FLAT CLEAR SOLID STOCK. (PINE OR POPLAR) BA50OARD13EYOND GENERAL NOTES: 1. ALL WOOD FOR CA51NG5, BA5E, PLINTHS, CROWN MOLDING, CEILINGS AND BEAMS TO BE CLEAR AND FREE OF KNOTS AND ANY DEFECTS. 28. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE PROGRE56 OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THI5 JOB. 29. THE CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF ACCEPTANCE. 30. CLEANING AND DE15RI5 REMOVAL. THE OWNER SHALL RECIEVE THE PROPERTY FREE FROM DUST, ALL GLA55 SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL KEEP CLEAN AND MAINTAIN THE FLOOR DURING CONSTRUCTION PROGRESS. LEFTOVER5 FROM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. THE CONTRACTOR SHALL CLEAN 517E ONCE PER WEEK TO THE OWNERS SATISFACTION. 31. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR MEANS AND METHODS 32. CONTRACTOR TO PREVENT BURGLARY AND/OR INTRUSION DURING CONSTRUCTION OF THE PROJECT. 35. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS AND INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL SYSTEMS. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING ANY CONCRETE BEAMS OR WALLS IF INTERFERING WITH A/C DUCTS AND/OR PLUMBING FIXTURES. 34. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK. ALL SHOP DRAWINGS ARE TO BE APPROVED BY THE ARCHITECT BEFORE THE WORK COMMENCES. 35. ARCHITECT AND ENGINEER HAVE A MAXIMUM TWO WEEKS FOR SHOP DRAWING REVIEW PRIOR TO RETURNING SAID 5HOP DRAWINGS TO THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS WITH SUFFICIENT LEAD-TIME 50 A5 TO PRECLUDE THE NECE55ITY FOR A QUICKER REVIEW. 36, THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF TH15 JOB. 37. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT SHALL 155UE THE CONTRACTOR A "PUNCHLI57", INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION. 1. EVERY CL05ET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM IN51DE THE CLOSET. 2. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO ALLOW THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. '1 tl IiU�aavcvru'em�. +Ywrr%sm:rimtk�miee.:mat:✓}� ' 7,wemnl7i rei +e, id�'eu 'HESE PLAN AND ALL;i+R3.. ARE s REDECT TO"ANYr,„ta:: 0YP7CLU7NIS!�rr,: MAY DE %CES�fl =�) COMPLYWITH ALL ApPEICHULE CQi1.BA. CONCEALED DSTRIRF r 1. PROVIDE INTRUSION AND BURGLARY 5ECURITY DEVICES 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RE515TING A FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH RE515TANCE STANDARDS. 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILLIAKY SINGLE DEAD BOLT WITH H IARDENED BOLT INSERTS. 4. THE ACTIVE LEAFS OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" MIN. THROW BOLT5 WITH INSERTS. 5. JAMB5 OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE KABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVEABLE PINS AND NON-EXP05ED SCREWS. 7. GLA55 AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS 19TITUTE'S STANDARD 297.1. 8. VISION PANEL EXTERIOR DOORS WITH GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF L005E AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD IN5 nTUTE'5 STANDARD 297.1. 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL CAN BE REMOVED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND 50 A5 TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAG5 A55XIATION STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA 13033 EXTERIOR WINDOW 5 SHALL BE LOCKED WITH A LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION. 10, FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DOOR SCOPE. 11. CONTRACTOR TO PROVIDE AND COORDINATE ALARM SYSTEM AND MONITORING DEVICES WITH OWNER: ST. LUCIE COUNTY BUILDING DEPARTMENT - Product Approval Submittal Affidavit PERMIT 8 BUILDING ADDRESS: 6408 OCEAN COVE DRIVE CONTRACTOR: SCOTT LEWIS CONSTRUCTION, LLC FORT PIERCE, FLORIDA PRODUCT EXPIRATION DATE BLDG. DESIGN PRESSURE DESIGN PRESSURE MODEL# MANUFACTURER ATTACHMENT GLAZING NOA# EXTERIOR FRENCH DOORS 02124/2015 + 52.5 PSF - 70.3 PSF + 75 PSF - 75 PSF ALUMINUM IMPACT FD-760 RATED FRENCH DOORS PGT PER NOA LAMINATED GLASS(IMPACT) NOA NO. 11-1013.24 CASEMENT WINDOWS 05/22/2013 + 52.5 PSF - 70.3 PSF + 70 PSF - 80PSF ALUMINUM IMPACT CA-740 RATED WINDOWS PGT PER NOA LAMINATED GLASS(IMPACT) NOA NO.08-0117.11 GARAGE DOORS 12/11/2013 + 44.6 PSF 54.6 PSF +52 PSF -58 PSF SHOWCASE COLLECTION GALVANIZED STEEL RESIDENTIAL RAYNOR PER NOA N/A NOA NO. 0"709.12 HARDI - SIDING HARDI-SHINGLE HARD] -SHINGLE SIDING PER FPA N/A FLORIDA PRODUCT APPROVAL - FL#13192 ROOFING +116 PSF -116 PSF 24 GA STANDING SEAM METAL ROOF W/ CONCEALED FASTENERS ALUMINUM GULF-LOK GULF COAST SUPPLY & MANUFACTURING PER FPA N/A FLORIDA PRODUCT APPROVAL - FL#11651.2 CROWN MOLDING CROWN MOLDING 118" PRIMED PAINT GRADE FINGER JOINT CLEAR FLAT SOLID STOCK. (PINE OR POPLAR) BASEBOARD 2 -PIECE PALM CITY MILLWORK - ITEM: PCM 1798 PALM CITY MILLWORK - ITEM: PCM 459 PALM CITY MILLWORK - ITEM: PCM 42113 COA5TAL MILLWORK #40900 MEA5UREMENT:11/4" X 31/2" MEASUREMENT: 3/4" X 41/4" MEASUREMENT: 3/4' X 51/4' Scale: 3" MEASUREMENT: 9/16" X 1" ELECTRICAL RECEPTACLES TO BE INSTALLED HORIZONTALLY IN BASEBOARD NEW RE5IDENCE: AVALON BEACH MODEL licit 6408 OCEAN E5TATE5 COURT HUTCHIN50N 15LAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 02/06/2012 PERMIT ARCHITECT. - Atelier d'Architectu: By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax (772) 766-1611 cell SEAL: Drawing Title: GENERAL NOTES & DETAIL! Reference North J.L.R. Chd: ProJec J.L.R. 1' Sheet No.: LI No.: F940531760 Lic. No.; AR94653 yy r� yeto5lgned; FEB d 6 1 11, COWOM. Q 2011, Aterw d'Amhuat m 13, J. L Red, LLC EM:.A �a•.p. Project: POOL (BY OTHEK5) TOP OF DECK EL. +12.9(N L 12"PRECA5T COL. COVER OVER 5TL . COL (SEE STRUCTURAL DWG'S FOR SIZE) b 7-0" Z-0" 1. 81-10, IS 1E G IT 5-MOD. 6OX60 - 1G CA5-M D.72XW iF 'CONCRETE B„ POOL-GU-1 EQUIPMENT CAS. MOD. 3048 ; CONCRETE A/C PAD CU-2 - CU-3 CU-4 4-TON 4-TON ; 4.4-TON 3•TON ` CA -CA -MOD.24X GENERAL 45 KW LP GENERATOR AND GENERATOR < PAD UPPER i -- -CABINETS AV/BI MEDIA ROOM a 9 •b„ CUG H. u'-5' SOLID GORE H6F a' -a" a 1T 0 0 THIS POINT F SINK POWDE�SINK L'OVANITY ROOM WC 10 - - - 4' Trr' 3'- - - E OF C NC. AM AB VE P) s' z" ,, 7 , , ' o" -E3 COUNTER & 36" A.F.F. `-°' m - - K SEAT \ 1�ERRACE '�- 2 O � B' 9161, CL'G H. BREAKFAST � N 4" 3 LO OK70P M RQ wlov N u o 0) L© O J REF. KITCHEN I 4 1'X6" T&G CEILING 10•-8" FRFZ. CUG H. COUNTER ® LINE OF CLG. COVE TOP OF FIN. FLR. SLAB :N 36" A.F.F. - b EL. + 0'-0" DATUM v EL.+19.23'(N.G.V.D.) EL. + 17.8' (NN.A.V.D.) 3'- 8" 1/8" PER fT. 5L 42' x v a" H. RAIL] LL EnRAIL] G TO ERE RILING FOYER (OPEN-T(TA50VE) , ,, B' - - - - - zk-a' - - 7„ E COVERED � ENTRY / ' I UP 19 R. d 7,15" '�' B" 18 T. 010.5" . 1.5"_ O �7 ENTRY 1/8" PER FT. 5L LI 7, B _ ( 6. \ \ 6„ \ \ I O d = g-2" a H015TWAY DOOR TO BE SELECTED _ _ �? ELEV. �. BY G.C. A 12 UP 20 R. ®6.8" 19 T. „ g-8° W'H. HAND RAIIJNG GL'GH. (TP®ALL STAIRS) �.�„ 11 O m r, a in CL. m - N N A4.10 VX6" T&G CLG.ON BAMNG1/2"P.LWD ® ALL EXT, GLGS) OPTIONAL 1 FIREPLACE COURTYARD VX6" T&G CLG. ON 1/2" PLYWD. BACKING ®ALL EXT. CL'G5) u 7 O H" 101-0 TZ. 11" 1'-a' 64, 1.0O 1'-ai' p.0 &.41,, 1.,01. p.Oil v. - w RECI TOP OF FIN. GARAGE SL F - - i I B 1T-4" CUG H. - �- ' --- 4 m --- �--� � g_b" CL-G H. --------- 1'7(6" T&G CEILING 1 1 ---------'-- - ------ � --- P'X6" T&G CEILING 1"X6" T&G CEILING m 1.5" f\\ 4 0 1C (LC)CAS OD. 36X 0 - NC. DYE fl U o RED ACE " PER FT. L LINE OF BEAM A (TYp) '.% 1/9"PER FT. 5L on O GO V TER m 1/ - EL. - 31/2" EL. +15.T7' (NGVD EL. +14.34' (NAVD) b lD 14,z„' TWO" T&G CLG. ON 1/2' PLYWD. BACKING (TYP. 0 ALL EXT. CUG5) LINE OF CONIC. 15E P, ABOVE OUTDOORKITCHEN SINK - COVERED TERRACE s m REf. p v .J 151. ��% 7-2" 77 5 e° 2'-'r 10'-8° CUG H. m a-e° Z-q' GREAT ' ROOM s•-6^ z'-6j" s•�" 2•-T' H' o o - m GARAGE NOTES: PROVIDE 5/8" TYPE-X GYP. BRD. CEILING HOUR FIRE RATED) A5 PER NOTE 1 ONE COAT STUCCO OVER C.13.5. WA 2 CAR GARAGE (ONE BELOW, PROVIDE L HOPE 1.5" L B' LINE OF GLG. COVE FIREPLACE, FLUE, s ACCE55ONE5 SHALL BELL APPRa ED. 16•-Bj" - LINE OF CLG. COVE LINE OF CLG. COVE J pC B" 6„ 4,,d, 777 o - - u i m G 3'-T, U 0 PROVIDE 136 5Q.IN. OF VENT. OPENING SCREENED LOUVERED BLOCKS PER ACTIVE VENT, PROVIDE SIGN TO READ: "DANGE OPERATE ENGINES WITH DOOR CL MONOXIDE EMISSION 15 LETHAL" W/ CAR (FOR I DO NOT 5ED CARBON I} .6 4•-d' p y ON 10 06.80' 9 T. 1 .5" 1L CA5- O - `r 8•.p^ OD.3OX60 N' APPROVED FIREPLACE COMPLY WITH Fr NoN 114.3.H r AND TO BE NON coMBusnBLE 6•�, iM CA5 A CHIMNEY 09 CHIMNEY FLUE SHA O NOT CHANGE IN SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW WHERE OD.36X60 SB" H. HAND RAILING (ttP o ALL STAIRS) H.4„ THE CHIMNEYI'ArBE5 FLOOR COMPONENTS. CEILING THROUGH W WIDE ACC COMPONENTS OR ROOF AND 5EL COMPONENTS THE P00 COM 5'-4}" SS GATE WITH SELF-CL081NG DEVICE -LATCHING DEVICE TO BE LOCATED ON '� SIDE F.D.C. BELOW70P OF GATE To Wlni F.B.L. 424.2.77.1.8 (BY OTHERS) B.•0,l 12"PR (SEE CAST COL. TRUCTURAL COVER OVER 5TL . COL. DWG'S FUR SIZE) b in 8"GMU LANDSCAPE WALL. SEE ENGINEERS DRAWINGS zw-6" 1 -0" ZZ, 7-4" 4'-4° H. RAILING TO REJECT AV SPHERE (TYP ® ALL RAILING ACAnON5) 13.,6�� B" 2,,64. 8" g$„ 1.,0 13'-1c, 4a-1" 7-2' 3'-0' 103'-5" 15T FL00K FLAN MODEL C TRACK BRACKET OR REGULAR ANGLE 2" X 6" P.T. W/ I" TAPCON5 W/ 1V PENETRATION 0 5" STAGGERED P.T. 6" FROM FLOOR & TOP OF PLATE GARAGE DOOR f,< aSTOPMOULDING• , MASONRY GARAGE DOOR JAMB DETAIL N.T.5. A-2 5CALE :1/4" = 1'-0" 2X PREFAB WD. TRU55 31 EA 1X3 e FOR. ACCE ATTIC ACCE55 DETAIL N.T.5. NOTE: PREFAB WD. TRU55 U NAILS END(TYr.) 'X4 UPPORT NTTIC 55 501L TO BE TERMITE TREATED A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE BLDG. DEPT, BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES & LAWS ESTABLISHED 5Y THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,' NOTE: VERIFY ALL WINDOW & DOOR ROUGH OPENINGS WITH WINDOW & DOOR MANUFACTURER. 11 iw�wY'uP /®:yy�.S9mra"6a_aN {F A�9 ,3 M `:'Q:7: a oy.r� w p I- 'fi �.n1y tl d : Y �avv c++•i�.'u6 iwlo i2, i i 1 , 0 4a b rrl 111ia @� 1611^e w% •'fin: G�/.�1 `viJ., THESE ALL EGRESS WINDOWS TO COMPLY W/ FIX: AN OUTSIDE MAY BE coMHLNE YYa1n WIG9 WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LE55 THAN 20" WIDE X 24" HIGH AND 5.7 50. FT, IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAT r,t ( r r llrnr 54" ABOVE THE FINISHED FLOOR. NOTE: EVERY CL05ET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. AS PER FBC EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE PENING OF THE LOCKED DOOR FROM THE OUT5IDE IN AN EMERGENCY. AS PER FBC NOTE: ALL HALLWAY DOORS TO BE NON -LOCKABLE (PRIMARY MEANS OF ESCAPE) CON5TRUCTION LEGEND AREA DATA: V/4HK 5CALE :1/4" =1'-0" GROUND FL. A/C AREA: 5ECOND FL, A/C AREA: THIRD FL. A/C AREA: GALV, METAL STUDS 20 GAUGE 6 16" O.C. WITH 5/8" DRYWALL BOTH SIDES & SOUND BATT INSULATION. SCHEDULE 5 FINISH 1,889 5Q. FT, 2,233 5Q, FT. (INC. STAIR) 1,982 5Q. FT, (INC, 5TAIR) MAIN HOU5E A/C AREA: 6,104 5Q. FT. GUE5T HOU5E A/C AREA: 750 5Q. FT. TOTAL A/C AREA: 6,854 5Q, FT, COVERED ENTRY: 1915Q, FT. COVERED ENTRY CAA MAIN HQ:U5E : 185 5Q. FT. 2 CAR GARAGE: 560 5Q. FT. COVERED TERRACE5 (15T. FLR.) : 414 5Q, FT, 13ALCONIE5 : 87 5Q. FT. COURTYARD COVERED TERRACE5 : 595 5Q. FT. TOTAL 5Q. FT.: LOT COVERAGE: 8,886 5Q, FT, 3,239 5Q. FT. NEW RE5IDENCE: AVALONBEACH � MODEL C 6408 OCEAN E5TATE5 COURT HUTCHIN50N ISLAND FORT PIERCE, FLORIDA Key Plan: I oe uco: NO.: Date: Description: 1, 02/06/2012 PERMIT 2, 04/50/2012 BLDG. DEPT. 1 ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida. 32960 (772) 770-9622 ph/fax (772)766-1611 cell SEAL: Drawing Title: 15T FL001Z PLAN Reference North Drn: Dwg. File: J.L.R. Chd: Project No.: J.L.R. 1119 Sheet No.: RECEIVED Reg, No.AR940 01760 A2 o1 0 Lic. No.: AR94653 1 MAY U 1 2012 Date 610ned: P tibl IC: ln/OrNS r CMrlght ® 2011, Atagar I'Archlt ctura By J. L. RV, LLC cc Project: 36X50 Lo m z— — — — — — — — — --- U cwIIIII OF FIN. 2ND FLR. SLAB 30.56`(NG%) 36X60 CASiMOD.36X60 CAT. 1. OF. GL. CAT, II, OF. GL. CAS. OD,24X48 CAT. 1, OF. GL. MLI MI OINK VANITY BI WC I GUG H. 5H. OR. & 6 HI5 EN L. MA5TER BATH 17 TUB 42" H. RAILING TO 2'-6" 16'-t0" Z-6" 1WH011 REJECT A * 61"HERE (TYP 0ALL RAILING T - LOCATIONS) MA5TER BEDROOM " o'-* I HI5 VAG OGA 1a' a' 10 CUG H. W.I,C CANISTER RECI o K5. Bs, UTILITY L05ET N---- ----.J < -- R.S. 0 3 COVE EILING 16 ' 1 O VX6" T&G CEILING O NICHE m LINE OF CLG. COVE _ _ L o 9'-4" b r HIDDEN L — — — — ' o T o' S' o" �, VE5 IBUL CL'G H. - DOOR) — — G H. 5„ 4. I S,„ rx6" T&G CLG. ON 112" PLYWD. BACKING (TYP. 19 ALL EXT. CVG5) 42" H. RAILING TO REJECT A 4" SPHERE OYF O ALL RAILING LOCATIONS) MC MIKK 5EA7 B! SHOWS - 2'-6" 1a-v 2' 6" (�D MC I — — \ NI D OINK VANITY 4 4" LINE OF GLG. COVE 12' k7k 5-a' P3 L P'X6" T&G CEILING 21 6' CL. .• g,_411 10'-4" - 5•a HER CAT.115/ GL. 5•-a' GL'G H. WO H. c MA TER 5H. DR. & N B TH ENCL 22 iv 5117ING ROOM " 6 ' do 2'-a' "o g'-4" CL G H. �" BI LAV. v VC24) SAFEL �FF---- CL. _ — T 4"PATUB B TOILET SAFE i�v SHELVES 2L CASyMOD.30X60 2M CAS-MOD.3OX60 2N CAO III 2XeO m CAT. SDF. N TO V10 VER 5'fL. CO 0 (TYP, COVERED TERRA E). EE STR FOR5IZE) CON5TRUCTION LEGEND 8"CMU WALL GALV. METAL STUDS, 20 GAUGE 010" O.C. WITH 5/8" DRYWALL BOTH 51DE5 & 5OUND GATT INSULATION. SCHEDULE 5 FINISH 2ND FLOOR FLAN MODEL C SCALE :1/4" =1'-0" 2" DIAMETER 1" DIAMETER PIPE RAILING NOTE: MANUFACTURER TO 5UBMIT SHOP DRAWINGS FOR RAILINGS FOR ARCHITECT APPROVAL. I W-O" C/C (MAX.) CORE DRILLED FOR 2" PIPE INSTALLED IN DECK. FILL TO NEXT POLE 50LID WITH EPDXY GROUT. EXTERIOR GUARDRAIL DETAIL 5CALE : N.T.S. I NJ I� 15 SOLID CORE DOOR TO BE BY G.G. 24X60 ON20R. a 0.611 19 7. 0 11" 42" H. RAILING TO REJECT A a" SPHERE (TYP 0 ALL RAILING LOCATIONS) 35" H. HAND RAILING -(TYP G ALL 5TAIR5) FOYER (OPEN TO ABOVE) UP 19 R. 0 6.91 18 T. 0 1111 9,_41 CL'G H. e 14 LAUNDRY Z FF ROOM ° c 11'-10" UPPER CP BINETS it J BI WASHER FAUCET IN RECESSED METAL PO ET A5 PER F.B. . BI HER WI qpOw W,I,C / DRESSING EAT N U CL'G H. 6I 2 16 BI BI 20 CA5-MdP.3OX60 NOTE: ALL EGRE55 WINDOWS TO COMPLY W/ FBC: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE IN51DE WITHOUT THE U5E OF TOOL5 AND PROVIDING A CLEAR OPENING OF NOT LE55 THAN 20" WIDE X 24' HIGH AND 5.7 5Q, FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT 5E MORE THAN 44" OFF THE FLOOR. THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE THE FINISHED FLOOR. 42" HIGH RAILING TO REJECT AV SPHERE (TYP.) IV a. 2" DIA. /— SAFEGUARD DIA. PIPES 3' O.C. Y2" DIA. PIP' 0 3' O.C. TO REJE A 4- SPHE 5AEEGUARD & HANDRAIL TYPICAL DETAIL ON EXTERIOR 5TAIR5 5CALE :1/2" =1'-O" GONG STAIR W/ ?'RISERS & 11" TREADS Ye' DIA. PIPES 0 3' O.C. TO REJECT A 4- SPHERE 2.1AP' MIN, CLEARANCE HANDRAIL CLEARANCE DETAIL SCALE :1/2" = 1'-O" 1-Y2' DIA. HANDRAIL DETAIL 5CALE :1/2" =1'-O" DECORATIVE FIBERGLA5 TA FEREP COL FROM 100TO 8"O OVER STL. COL. TYP.0 SECO14D (SEE STRUCNRAL DWG'S F XSIM O 2T CAS 2-MOD.24X60¢°w 48X 0 TPAN50M , ( �r I Tit, I I,a6,.��J„�, xar 4 Y i9u, u �1 � a y 0; TA N uric . � 7.15.1 cc°v 18 T. 10b" LINE OF GLG. COVE • — VX6"T&G CEILING 1.5° GUEST 15° COVERED WALKWAY77 77 51TTING � I la' �' 6•-z" 10' a-z' "' f0" ° — —a — — — - ° a ° CL'G H. CL'G H. I- - - - - L NT5ACKIM!(CTYF O 0 SHOWER F_ — N a2" H. RAILING r0 '" o. CAT. �. G . �' A/C 27 31 REJELTA4"SPHERE '� K • DR. �: (TYP 01 ALL RAILING -J L LOCATIONS) In 0ENCI ; O d :: OOWC F LAN. F N 1= m GUF T BAT CUE' � 28 N OO z TWO HOUR ENCL05URE OF 5TAIR5 (TYP). i u < u N 3/4" STUCCO FINISH TO BE PAINTED B" CONC. OR MAS. CORNER BEAD (TYPICAL) DRIP EDGE PERIMETER SEALANT — ALUMINUM WINDOW OR SLIDING GLA55 DOOR SUBMIT SHOP DRAWINGS FOR APPROVAL 29 BEDROOM #2 5" \ Xg \ N N oZ \ 0 N \un N \ CL'G H. d o \ 5EDROOM #1 \ N m 1.5" 22"X36' PLYWO ACCES PANEL B C N (META CLADDE01HR 33 FIRE D W/ LIGHT 1/8" PER . 5L &PULL N.CHAIN) 9"-4° CL'G H. 77 F— R_5. FLR. SLAB 32 L J W.I. „ 30 d °� L R.S. a I I I 2W CA5-MOD. nOX60 O C15-MOD.30X60 EGRE55 DECORATIVE FIBER RLA5 TAPERED COL. FROM t2 10"0 TO 8"O OVER STU, COL (TYP. SECOND FLODR COVERED TERRACE) (SEE STRUCTURAL DWG-5 FOR SIZE) rx6" T&G CLG. ON 1/2" PLYWD. BACKING (TYP. 0 ALL EXT. LUGS) \ 711 INSULATION (R-4.2) 12" GYPSUM BRD. ON 1 X 2 P.T. WO. FURRING NOTE: 4 p STRIPS SPACED 24''O.C. EVERY GL05E7 DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM IN51DE THE C IX4P.T.WD.BLOCKING CLOSET. AB PER FBC EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO — CORNER BEAD (ttP.) PERMIT THE PENING OF THE LOCKED DOOR FROM THE XX OUTSIDE IN AN EMERGENCY, AS PER FBC JTTll, EO lB1/U4 TAPCON5 G EA WINDOW/ (� DOOR FRAME HOLE NOTE: ALL HALLWAY DOORS TO BE PERIMETER cnULKING NON-LOGKABLE (PRIMARY MEAN5 OF E5GAPE) 1 X P.T. WD. BLOCKING SHIM AS REQUIRED NOTE: VERIFY ALL WINDOW & DOOR TYP, BUCK DETAIL ROUGH OPENINGS WITH WINDOW& DOOR MANUFACTURER. OVER DOORS & WINPOW5 SCALE: N.T.S. 1/2" GYPSUM BRD. ON 1 X 2 P.T. WD. FURRING STRIPS 5PACED 24" Q.L. III ALUMINUM WINDOW SUBMIT 1 X 3 P.T. WD. BLOCKING CORNER BEAD (TYP.) SHOP DRAWINGS FOR INSULATION 112"GYPSUM BOARD APPROVAL ., PERIMETER SEALANT r _ - 8" CONC, OR MOS. 5/4" STUCCO FINISH TO BE FAINMP TYP. BUCK DETAIL 51DE CONNECTION SCALE: N.T.5. 1 X 4 P.T. WD. BLOCKING ATTACHED W/ 1/4" TAPCON50 FA.WINDOW CORNER"ICA FRAME HOLE )DEAD (TYPICAL) PERIMETER CAULKING ALUMINUM WINDOW OR GLASS DOOR SUBMIT SUBMIT SHOP DRAWINGS FOR 3/4" 97UCC0 FIN15H APPROVAL TO BE PAINTED — PERIMETER SEALANT 5" CONC. OR MA5. CORNER BEAD "CAL) 42" H. RAILING TO REJECT A4' I SPHEFF OYP O ALL RAILING SHIM AS REQUIRED -- PERIMETER CAULKING MARBLE SILL (TYP.) 9 �va• ,� 4 G 1 X 4 P.T. WD. gUCK ATTACHED W/ 1/ V IF TAPCONS G EA WINDOWFRAME HOLE 1 c. 12" GYPSUM BRD. ON i X 2 P.T. WD, FURRING 5TRIP5 SPACED 2A" O.C. Q RIGID INSULATION (R-4.2) TYP. BUCK DETAIL C� WINDOW 51LL SCALE : N.T.5. NEW RE5IDENCE: AVALON BEACH MODEL HIGH (b 3 OCEAN E5TATES COURT HUTCHIN50N ISLAND FORT PIERCE, FLORIDA Key Plan: 'F.SE PLANS AND ALL PROPOSED WORK '"SUBJECT TO ANY CORRECTIONS LIMED ED BY FIELD INSPECTORS THAT CC NFs E15AHY !pJ ORDER TO r(APUY tali"H ALL APPLICABLE CODES. Issues: No.: Date: Description: 1, 02/06/2012 PERMIT 2. 04/50/2012 SLOG. DEFT. l ARCHITECT: Atelier d'Architectun By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 mu -lull CGII Drawing Title: 2ND FLOOR PLAN I&rmnce North OTT: Dwg. File: J.L.R. Chd: Project NI J.L.R. 1119 Sheet No.: Reg. No.: AA26001760 ^ . LID. No.: AR94653 ,GJ ll Date Signed: 30 r Copyrlgh6 Q2011, Ateliw d'Architat"re By J. L. Ray, LLC Project: 42" H. RAILING TO REJECT A 4" SPHERE (TYP ® ALL RAILING - LOCATIONS) 42" H. RAILING TO REJECT A 4" SPHERE (NP ® ALL RAILING— LOCATION5) L 4'-10" L 60'-7 1 3'-6" 36X48 36X45 3OX48 2'-&" I r pp •w` " 1P �x 7+Y k5 d- B 4 ?, P;m,"IF; � 1.1 8" 17-5" ��a 4 /: ... i/DN \ / w.LC. 19 R.F FIN. 3RD FL SLAB 22'-4" FLL PA / S �5 ' �NGVD3HREJE�(Np 18 T. ®11"R — MG LOCA4'NS) / W BA 45 Y / AN� O °` KIDS LIVING (1YP9 H. ALILSAI S) to ONY' H #3 ROOM F YER 1/8" R SL BEDR OM #3 o —— — -_ --- a jq 0 �VAULiEDCEIUNG (OPEN TO FOYER \ WC ELEV. BELOW) ' J \ �4°-T - 1T-6" 4'-4" J O C9 \ TUB iA \ 54 9 / \ 50LID CORE N d 4'-1 Q" O / / VAULTED CEILING \ \ HOI5TWAY DOOR TO BE SELECTED N \ O / \N 22'06 PLYWD BY G.C. \ g u i \ q ACCE5 W/ LIGH PANEL LIDVAULTEDCEIIING & PULL CHAIN) \ \ O 0 R.S, z1. P.O. 37 X w.Lc. l � N - - BEDROOM #1 � a 42 cri � cn ae W.I.C. o in U 1 "XG" T&G CLG. O lD ON 1/2" PLYWD. OZ9 L — — — m BACKING (TYP. R,5. ® ALL EXT. CL'G5 ) BEDROOM #2 - / VAULTED CEILING � 5_B" S' 4" Y O5CJERED fCW -;I•t r 1 RAGE COVERED 1.y„ . II 5F. GL "� . II 5F. GL. p'XS° T&G CLG. c0 TERRACE ., VAULTED CEILING \ / 1.5" ON IM' YA'D. v ENCL. ENCL. , \ � l BACKING(TYP. O� WG 0 WC O 0 ® ALL . CL'GS) o 0 (9 = \ BATH #2 BATH #1 / \ 10' PER FT. 5L b SINK/ MC MC SINK/ F o VANITY VANITY 42"H. RA REJECT N LING TO , 4"SPHERE [0 a u ; 43 0 p 39 O P \ (TVPOA LOCATION) LRAILING N � mv IO D — — — — — — — — — — — — = m 2I b 0 o I _I 3N CA5 OD.3OX48 30 -A '-MO 3P 3Q CAS- CA5T. 2F. OD.3OX48GAT. II, IM�D, `'4X36 N N DECORATIVE FIBERGLAS TAPERED COL. F 10"6 TO 60OVER 5TL. COL. (TYP. a SECOND FL00 G RED TERRACE) (SEE STRUCTURAL DWG'S FOR IZ ) 13'-2" CONGITKUCTION LEGEND GALY, METAL STUD5 20 GAUGE 0 16" O.C. WITH 5/6' DRYWALL BOTH 51DE5 & SOUND GATT INSULATION. SCHEDULE 5 FIN15H 5RD FLOOR PLAN - MODEL C SCALE :1/4" =1'-0" 65'-5" 14'-*' 3'-0" 8'-2" NOTE: VERIFY ALL WINDOW & DOOR ROUGH OPENINGS WITH WINDOW & DOOR MANUFACTURER. NOTE: r r DECORATIVE FIBEKGLA5 TAPERED COL. FROM 10'0 TO 8"0 OVER 5TL. COL. (TYP. 0 SECOND FLOOR COVERED TERRACE) (5EE 5TRUCTURAL DWG'S FOR 51ZE) ALL EGRE55 WINDOWS TO COMPLY W/ FBC: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 5Q. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MEGHAN15M SHALL 3E PLACED HIGHER THAN 54' ABOVE THE FIN15HED FLOOR. NOTE: EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. A5 PER FBC EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE PENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. A5 PER FBC NOTE: ALL HALLWAY DOOR5 TO BE NON -LOCKABLE (PRIMARY MEANS OF ESCAPE) THESE ARE uPLANS AND ALL PROPOSED WORK REQUIRED 8Y! IOF.'L p,N,, oRRECT IONS MAY 13 N„ PC'CT'OR5 THAT COMPLY WITH NECESSARY IN CRDC' R To LL APPLICABLE CoDE®, CC�1C�iLEDF/SiENDDDDI�A ,A °viFk NEW RE5I0ENCE: AVALON BEACH MODEL1IC" 6408 OCEAN E5TATE5 COURT HUTCHIN50N 15LAND FORT PIERCE, FLORIDA Key Plan: 155Ue5: No.: Date: Description: 1, 02/06/2012 PERMIT ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax (772) 766-1611 cell SEAL: Drawing Title: 3RD FLOOR PLAN Reference North Gnu Dwg, File: J.LR. Chd: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: 6001760 A 2 .12 Lic. No.: AR9R94653 Date Slgned:TEB 1 6 2012 Copyright Q 2011, AU11a d'Arch tec ro By J. L. Rsy, LLC Project: ROOF FLAN - MODEL C SCALE :1/4" = P-0" I 'NURPLANS AND ALL PRD0'Qgrs0 WIC ARE SUBJECT TO ANYCORPSr��',FrtS �� REQUIRED BY FIELD MSP� eDR@ITh�l�T MAYBE NECESSARY IN _inRD$P'•To COMPLY WITH ALL APPLICAUF—Cpg9s, NEW RE51DENCE: AVALON BELCH MODEL "C" W& OCEAN E5TATE5 COURT HUTCHINSON 15LAND FORT PIERCE, FLORIDA Key Plan: Issues: No.: Date: Description: 1. 02/06/2012 PERMIT ARCHITECT: Atelier d'Architecture By 7, L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax (772) 766-1611 cell SEAL: Drawing Title: ROOF FLAN J.L.R. . Chd: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: AA26001760 ` o 'I, . AR94a053LIC Date Signed: �D 1 ,G) Copyright®?AIJ, Atalle d fthUaWre by,J. L Reps LLC Project: 12 5 — TOP OF T.B. EL 43.63' NAVD 45.06' NGVD HARDI-SHAKE SIDING PER MANUFACTURERS NOA 42"H. RAILING TO REJECT A 4" SPHERE (TYP. 0 ALOCATI0LL RAILING N5) TOP OF FIN. 2ND FL. 5LAB EL.+11-4-- - 29.(NAVD) 30.56' (NGVD) M 26 , �7 - F TOP FIN 15T FL. 5LA13 EL. + 0'-0" (DATUM) EL. +19.23' (NGVD) EL. +17.80' (NAVD) 38" H. HAND RAILING (TYP 0 ALL 5TAIR5) DECORATIVE WOOD OR EP5 OUTRIGGERS - STANDING SEAM METAL ROOF (TYPICAL 0 ALL ROOFS) TOP OF T.B. - — - — - — - 11 40.13' NAVD -0" 41.56'NGVD) 2' O.H. J DECORATIVE FIBERGLAS TAPERED COL. FROM 10".0 TO 60 COVER OVER 5TL. COL. (TYP. THIRD FLOOR COVERED TERRACE) (BEE STRUCTURAL DWG'5 FOR SIZE) 2P SMOOTH STUCCO SILL 42"H. RAILING TO—W REJECT A 4" 5PHERE (TYP. AD ALL RAILING LOCATON5) TOP OF FIN. 2ND FL. SLAB m Elm mi EL.+114" ---- 29.13' (NAVD) 30.56 (NGVD) TOP OF LOWEST POINT. 0 BALCONY EL. + W-21/2" 4" 5MOOTH STUCCO 5AND5 (TYR WHERE SHOWN) SMOOTH STUCCO BASE (TYP) NOTE: ALL EGRE55 WINDOWS TO COMPLY W/ FBC: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LE55 THAN 20" WIDE X24" HIGH AND 5.75Q. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE THE FINISHED FLOOR. DECORATIVE WOOD OR EP5 OUTRIGGER5 STANDING SEAM METAL ROOF (TYPICAL 0 ALL ROOFS) 51 TOP OF T.B. 2'-0" 40.13' (NAVD) �„ 41.56'(NGVD) 4 SMOOTH STUCCO BAND 4" SMOOTH STUCCO BAND (TYP) 6" CONTINUOUS SMOOTH - m -- - m - --- ---- STUCCO BAND(TYP) DECORATIVE FI15ERGLA5 TAPERED COL, FROM 10"8 TO 8"0 COVER OVER 5TL. COL. (TYP. 0 THIRD FLOOR COVERED TERRACE) (SEE STRUCTURAL DWG'5 FOR SIZE) `SMOOTH STUCCO BASE (TYP) GUEST HOUSE / GARAGE EAST ELEVATION Scale:1/4" =1'-0" SMOOTH STUCCO FINISH h z g O p _ Z O O � 1 i I 0 OF W SMOOTH STUCCO BAND (TYP) 12"SMOOTH STUCCO MOLDING GUEST HOUSE / GARAGE WEST ELEVATION NOTE: VERIFY ALL WINDOW & DOOR ROUGH OPENINGS WITH WINDOW & DOOR MANUFACTURER. 2' ABOVE W 19 HORIZONTAL DISTANCE FROM ANY ROOF FLUE EXHAUST TO BE SURFACE NEW RE5IDENCE: FILE COPY AVALON 13EACH MODAL 11C11 6408 OCEAN E5TATE5 COURT HUTCHINE30N 15LAND FORT PIERCE, FLORIDA - _TOP OF T.B. EL. + 25'-10" l o, I i 43.63' (NAVD) 45.06' (NGVD); f Key Plan: SMOOTH STUCCO BAND THESE PLANS AND ALL PROPOSF ' ARE SUBJECT TO ANY CQf;aECTlC4;;; REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN tJ"7 fd TO HARM -SHAKE SIDING COMPLYWITH ALL A'PPLICAFJLC CO.�, PER MANUFACTURERS - NOA &' CONTINUOUS SMOOTH STUCCO BAND (TYP) TOP OF FIN. 2ND FL. 5LA13 EL. + 29.13' (NAVD)VD) 30.56' (NGVD) I,- - _"I - SMOOTH STUCCO SILL 1/4" =1'-0" SMOOTH STUCCO FIN15H 'ONCE �IF[" ARE T CGNfkA, TOP FIN.15T FL. SLAB EL. + 0'-0" (DATUM) o EL. +19.23' (NGVD) LD EL. +17.80' (NAVD) TOP FIN, GARAGE. 5LA15 EL. - 3'-51/2" EL. +15.77 (NGVD EL. +14.34' (NAVD 155Ue5: No.: Date: Description: 1. 02/06/2012 PERMIT ARCHITECT: Atelier d'Architecture By J. L. Ray, LLC 912 22nd Place Vero Beach, Florida 32960 (772) 770-9622 ph/fax (772) 766-1611 cell SEAL: Drawing Title: ELEVATION5 Rcference Norph MENNEN Drn: Dwg. File: J.L.R. Cho: Project No.: J.L.R. 1119 Sheet No.: Reg. No.: AA001760 , o Llc. No.: AR944- 653 Date Slgned: FEB s �o Copyright 0 2011, AUng d'Archltwt,, Dy J. L. RW, LLC