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1751 Beach Ave 1 I p } A 5 5 R ED NOTES TALE i1001.1 _ - POWDER ROOM APPROX - APPROXIMATE HCP HANDICAPPED PR ALLOWABLE DEFLECTION OF STRUCTteIRo4L MEMBER ! - AND HGT - HEIGHT PSF - POUNDS PER 2 s - At HW - HOT WATER SQUARE FOOT FOR BUILDINGS THAT WILL CONFORM t0 THE (8) FOOTINGS ARE 1h0 BEAR ON FIRM, LEVEL, COMPACT NATURAL SOiL, FREE of DEBRIS OR LOOSE MATERIAL, STRL,IGTUR I MEMBER ALLOWABLE - HDR - HEADER PSI - POUNDS NCH CU It IS INTENDED THAT THESE DRAWINGS ARE PREPA D R UPON SUIT N WELL TAMPED AND COMPACTED IN ACCORDANCE WITH THE DEFLECTION BM BEAM IN l") - INCH SQUARE INCH 2001 FLORIDA BUILDING CODE, RESIOENTIAL. OR P AISLE SOIL THAT WAS BEE WE 'FOUNDATION NO��g' AS SHOWN ON THE DRAWINGS. BUILDER IS RESPONSIBLE FOR ENSURING THAT THE BLK - BLOCK PLY'WID - PLYWOOD SOIL MEETS ALL APPLICABLE STANDARDS. RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO ED - BOARD INCL - INCLUDE S (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AN HEIGHT PER LOCAL ZONING ORDINANCES AND FINISHED CEILING ATTACHED TO RAFTERS Ln80 BLDG - BUILDING INFO - INFORMATION FLORIDA BUILDING CODE, RESIDEN AL; ARE AS FOLLOWS: T MA ASTM-CW-15 HOLLOW LOAD BEARING CONCRETE MASONRY UMTS, ID - INSIDE DIMENSION PER THE 200l9) CONCRETE SkNLRY UNITS SHALL BE BTR - BETTER REQ'f� - REQUIRED A) MAX. NO. OF STORIES l3) TYPE IGRADED - A WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI INTERIOR WALLS AND PARTITIONS H�80 INT - INTERIOR Ftl - ROOM - N 1 NORMAL WE RECEIPT 8 _ cEtP RE y 8) MAX. HEIG HT - 35 FROM GRAS GLG CEILING (3) THE BUILDING CONTRACTOR IS RESPONSIBLE FOR OMPLIANCE t0 THE GODS REGARDLESS OF ANY (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH ® 28 DAYS: FLOORS AND PLASTERED CEILINGS L/360 A) SLAB PIN GRADE-3000 PSI �. - CENTERLINE Jt - JOINT RES RESIDENTIAL NOTES. ) FOOt1 I ALL OTHER STRUCTURAL MEMBERS L/240 COL - COLUMN JSTS - JOISTS R S - RISERS MISSING OR INCOMPLETE DETAILS Old B NCasS-3000 PSI CONC - CONCRETE RD ! 6H - ROD E SHELF C4) THE BUILDING CONTRACTOR AND HIS SUBCONTACT GTORS SHALL CONFORM TO ANY LOCAL ORDINANCES AND C1U STRUCTURAL STEL SHAPES, PLATES, ETC_ SHALL CONFORM t0 ,OSTM-A36, "FB"= 24000 PSI. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 CONT - CONTINUOUS . DIMENSIONS, MA1' RIALS, AND ONpfTIONS AND SHALL NOTIFY THE DESIGNER OF "■STRUCTURAL COMM - COMMERCIAL L LAVATORY S = SOUTH SHALL VERIFY ALL DIME E ,0 ,0010 PSI. 4 CRS - COURSE LT - LIGHT LOAD SSHKY'L--T SHELF CsHt ANY DISCREPANCIES PRIOR TO PROCEEDING WIT HIS WORK EXTERIOR WALLS--WIND LOADS A WITH BRITTLE FINISHES L/2 0 LL LIVE L D l5) THESE DRAWINGS ARE PREPARED HIS FOR DESIGN A STRUCTURAL REFERENCE ONLY, THE ELECTRICAL ll2) WOOD FLOOR JOISTS, CEILINGS, RAFTER, BEAMS AND HEADERS ,SHALL BE DL - DEAD LOAD STO - SHELVES INT t0 ONLY �iUGGEST LOG LIONS FOR FIXTURES, OUTLETS, AND SWITCHES. a2 OR BETTER SOUTHERN YELLOW PINE, KD 19, 545 SIZES. EXTERIOR WALLS--WIND LOADS A WITH FLEXIBLE FINISHES L/120 pIAM OR � - DIAMETER MAX - MAXIMUM STOR - STORAGE FLOOR PLAN IS ENDED DBL - DOUBLE MECH - MECHANICAL STL - STEEL ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING SYSTEMS, IF ANY, ARE t0 BE DESIGNED, (13) IF ROOF OR FLGijOR TRUSSES ARE USED, THE ENGINEERING AND MEMBER SIZES AND SPACING NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. ON - DOWN MET - METAL SUSP - SUSPENDED ENGINEERED AND ARE THE SOLE PON6151LITY OTHERS. ARE THE SOLE RESPONSIBILITY OF THE MANUFACTURER A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND DWG - DRAWING MIN - MINIMUM - TREADS C6) NOTED DIMENSIONS TAKE PRECEDEiCE OVER SG LED DIMENSIONS. CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. DIM - DIMENSION MIR - MIRROR T'S B.FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER MISC - MISCELLANEOUS (TY10) - TYPICAL INFOi�iMAtION WAS T AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWINGS. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ELEC - ELECTRIC TTG - TONGUE E GROOVE rJ (1) SUBSURFACE SOIL CONDITIONS THE FOUNDATION AND FOOTINGS ARE DESIGNED F R A 3000 PSF SOIL BEARING CAPACITY. CONTRACTOR ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF:0. GLASS OR SANDWICH PANELS, EXP - EXPANSION N - NORTH ANY Df�REPANCIES PRIOR TO PLACEMENT OF FOOTINGS. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60.FOR SANDWICH PANELS USED IN EXT - EXTERIOR NTS - NOT t0 SCALE Vl_t - VAULT ,z SHALL VERIFY AND REPORTNO - NUMBER W/ - WITH ROOFS OR WALLS SUNROOM ADDITIONS OR PATIO COVERS, TH£ TOTAL LOAD DEFLECTIONI 1=i C') _ FOOT SHALL NOT EXCEED LA20. M FG - FIXED GLASS OPNG - OPENING W/0 - WITHOUT F--i FIN - FINISH OA - OVER-ALL o FL - FLOOR OND - OVERHEAD DOOR IST - FIRST o/ - OVER 8312.1 GUARDS FLUOR - FLUORESCENT OPT - OPTIONAL 8311.43 LANDINGS AT DOORS. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 FTG - FOOTING . SECTION M1305 THERE SHALL BE A FLOOR OR LANDING ON EACH SiDE OF EACH EXTERIOR DOOR INCHES (162 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS FOUND - FOUNDATION EXCEPTION: WHERE A STAIRWAY OF TWO OR MWER RISERS IS LOCATED ON THE THAN 36 iNC14ES (914 MM) IN HEIGHT. OPEN SIDES OF STAIRS WiTH A TOTAL RiSE OF MORE EXTERIOR SIDE OF A DOOR A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE THAN 30 INCHES (162 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT GYP - GYPSUM APPLIANCE ACCESS OF THE DOOR LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE p THE FLOOR OR LANDING AT EXTERIOR DOOFS REQUIRED BY SECTION 8311.4.1 SHALL TREADS. M1305.1 APPLIANCE ACCESS FOR INSPEOTION SERVICE REPAIR AND REPLACEMENT. NOT BE REQUIRED To COMPLY WITH THIS REQUIREMENT BUT SHALL HAVE A RISE NO PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE EQUIPPED x GREATER THAN PERMITTED IN SECTION 83115.3. G4 O APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30 INCHES C162 MM) SYM50LS CONSTRUCTION. THIRTY INCHES (162 MM)OF WORKING AGE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. ABOVE THE FLOOR OR GRADE BELOW. APPLIANCE. ROOM HEATERS SHALL BE IPERMITTED t BE INSTALLED WITH At LEAST AN 18-INCH (451 MM) WORDING SPACE. A EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) _ PLATFORM SHALL NOT BE REQUIRED pop ROOM HEA RREQUIRED S. MEASURED IN THE DIRECTION OF TRAVEL. GUARD OPENING LIMITATIONS. EQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR ALAS, BALCONIES AND WALL *EGTION NUMBER 8311.4.4 TYPE OF LOCK OR LATCH. PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102MM)OR MORE IN DIAMETER DIREG'TION THAT THE M1305.12 APPLIANCES IN ROOMS. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH EXCEPTIONS: APPLIANCES INSTALLED IN A COMPARTIMENT, ALCOVE BASEMENT OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR EGRESS is TO BE MADE WiTHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR I. THE TRIANGULAR OPENINGS FORMED BY THE RiSER, TREAD AND BOTTOM RAIL OF A WALL SECTION 1_ SECTION IS TAKEN z DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASUR 4G NOT LESS THAN 24 INCHES 1610 MM) WIDE AND LARGE ENOUGH t0 ALLOW EFFORT. GUARD At THE OPEN SIDE OF A STAIRWAY ASE PERMITTED t0 BE OF SUCH A SIZE THAT A REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (162 SPHERE 6 INCHES (152 MM)CANNOT PASS THROUGH. SHEET NUMBER ON WHICH THE Sf4CTION IS DRAWN MM)DEEP AND THE HEIGHT OF THE APFVANGE, BUT N T LESS THAN 30 INCHES (162 MM), IS PRESENT AT THE FRONT OR SERVICE R311-5b HANDRAILS. 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SIDE OF THE APPLIANCE WITH THE DOOR OPEN HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN A SPHERE 4 3 / 8 INCHES (101 MM) TO PASS THROUGH. 14 OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R3115b.1 HEIGHT. ' HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING 8301.5 LIVE LOAD. A M1305.13 APPLIANCES IN ATTICS. ATTICS CONTAINING APPLIANCES R£QUIIRiNG ACCESS ALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN TABLE R301.5 . OW OVAL OFF THE LARGES APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES 0162 MM) 34 INCHES (864 MM)AND NOT MORE THAN R INCHES (965 MM). W LARGE ENOUGH t0 ALL REM EXCEPTION: WHEN FITTINGS ARE USED TO PR9DvIDE TRANSITION BETWEEN FLIGHTS, �" GROSS'-SECTION LETTER HIGH AND 22 INCHES (559 MM) WIDE ANd NOT MORE t 6 F££t (1829 MM) IN LENGTH MEASURED ALONG THE CENTERLINE of THE TRANSITION FROM HANDRAIL TO GUARDRAIL,OR USED AT THE START OF A STAIR T,4BLE Iv�vLS Q PASSAGEWAY FROM THE ATTIC ACCESS OPENING t0 t E APPLIANCE'S SERVICE PANEL. THE PASSAGEWAY SHALL HAVE CONTINUOUS THE HANDRAIL HEIGHT AT THE FITTING SHALL BE PERMITTED TO EXCEED THE MAXIMUM DIRECTION THAT THE SOLED FLOORING NOT LESS THAN 24 INGEs (610 MM) IDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (162 MM) DEEP AND MAXIMUM HEIGHT. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS CMOCJGJ' _GJ' CtiONCJw SECTION IS TAKEN 30 INCHES (162 MM)WIDE SHALL BE PIWSENT At THE RONT OR SERVICE SiDE OF THE APPLIANCE. THE CLEAR ACCESS OPENING R3115,62 CONTINUITY. (IN POUNDS PER SQUARE FOOT) DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 3 INCHES (508 MM BY 162 MM), WHERE SUCH DIMENSIONS ARE LARGE ENOUGH HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE SHEET NUMBER ON WHICH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP NOSING EDGE OF THE FLIGHT TO A POINT USE LIVE LOAD THE g CTION IS DRAWN >-1 EXCEPTION: THE PASSAGEWAY AND LEWEL SERVICE ACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEiNG DIRECTLY ABOVE LOWEST NOSING EDGE OF THE FLIGHT.HANDRAIL ENDS SHALL BE ATTICS WITH STORAGE B 20 SERVICED AND REMOVED THROUGH tH€ REQUIRED ENING. RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. ATTICS WITHOUT STORAGE B 10 0 HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN Iv2 INCH DECKS E 4O CQ CQ (38 MM)BETWEEN THE WALL AND THE HANDRAILS. EXTERIOR BALCONIES 60 0 NN d� W EXCEPTIONS: FIRE ESCAPES 40 MI305.13.1 ELECTRICAL REQUIREMENTS. 0 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT GUARDRAILS AND HANDRAILS D 200 8 A LIGHTING FIXTURE WITH RECEPTACLE CUTLET, CON LL£D BY A SWITCH LOCATED At THE PASSAGEWAY OPENING, SHALL BE THE TURN AND AT THE TOP OF THE FLIGHT. GUARDRAILS IN-FILL COMPONENTS F 50 D o ° PROVIDED SO AS t0 LIGHT THE PASS,q�GsEWAY AND VICE AREA AND INSTALLED IN ACCORDANCE WITH CHAPTER 33 OF THIS 2. THE USE OF A VOLUTE,TURNOUT,START114G EASING OR STARTING NEWEL SHALL PASSENGER VEHICLE GA ESA 50 A CODE. BE ALLOWED OVER THE LOWEST TREAD. ROOMS OTHER THAN SLE PING ROOMS 40 DETAIL!- NUMBER vi SLEEPING ROOMS 30 DETAILSSHEER` NUMBER ON WHICH I=ii R3115b3 HANDRAIL GRiP SIZE 11 STAIRS 40 C THE D*TAIL IS DRAWN o I Z I.TYPE 1.HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE M1305.132 AIR-HANDLING UNITS. DIAMETER OF QT LEAST I1/4" INCHES (32 mm)AND NOT GREATER THAN 2" INCHES (51 mm). AIR-HANDLING UNITS SHALL BE ALLOWED IN ATTICS IF HE FOLLOWING CONDITIONS ARE MET: IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT FOR 51: 1 POUND PER SQUARE FOOT = 0.0419 KN/M 2 , 1 SQUARE INCH = 645 MM 2 , QU1 £NT IS LOCA D WiTHiN 6 FEEL Ci829 MM)OF AN ATTIC ACCESS. LEAST 4" INCHES(102 mm)AND NOT GREATER THAN 61i4" INCHES (160 mm)WITH A 1 POUND = 4.45 N m H 1. THE SERVICE PANEL OF THEE MM I MAXIMUM CROSS SECTION OF DIMENSION OF 21/4" INCHES (5-1 mm). THE OWNER SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN 15 NOT WORKING ELEVATION N THAT THE .4 2. A DEVICE IS INSTALLED TO ALERIF £ A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 200-POUND LOAD � c PROPERLY. 2.TYPE II.HANDRAILS WITH A PERIMETER GREATER THAN 614" INCHES (160 mm)SHALL APPLIED OVER A 20-SQUARE-INCH AREA. ELEv,�TION iS TAKEN o m SUFFICIENT SI TO REPLACE THE AIR HANDLER ELEVATION 3. THE ATTIC ACCESS OPENING IS Ofi PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF PROFILE.THE FINCsER B.NO STORACsE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. TION NUMBER 0 W 4. A NOTICE IS POSTED ON THE ELEG%TRIC SERVIC PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED RECESS SHALL BEGIN WITHIN A DISTANCE OF 44" INCH (19 mm)MEASURED VERTICALLtrj, C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE «+ IN THE ATTIC. SAiD NOTICE SHALL BE INT ALL CAPITAL , IN 16 POINT TYPE, WITH INE TITLE AND FIRST PARAGRAPH IN BOLD: FROM THE TALLEST PORTION OF THE PROFILIE AND ACHIEVE A DEPTH OF AT LEAST ' LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUAB= ELEVATIONS SHEET NUMBER ON WHICH NOTICE TO HOMEOWNER INCH (8 mm)WITHIN lb" INCH (22 mm)BELOW THE WIDEST PORTION OF THE PROFILE.THIS INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 4b" INCH (10 mm)TO A LEVEL THAT IS D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION At ANY POINT ALONG THE THE EIJ vATiON IS DRAWN A PART OF YOUR AIR CONDITIONING S1`,6�M, THE AIR ANGLER, 15 LOCATED IN THE ATTIC.FOR PROPER, EFFICIENT, AND ECONOMIC NOT LESS THAN ft" INCHES (45 mm)BELOW THE RECETALLSS St PORTION OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THIS RECESS SHALL BE I1i4" INCHES(32 mm) TOP. OPERATION OF THE AIR CONDITIONING SYSTEM, YOU M IST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR TO A MAXIMUM OF 244" NCHEs (10mm).EDGEBs SHALL HAVE A MINIMUM RADIUS OF 0.01 E. SEE SECTION,R5022.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. CONDITIONING SYSTEM 15 EQUIPPED WI1rI4 ONE OR 5014 OF THE FOLLOWING: INCHES(025 mm). 11/2" MM. F.GUARD IN-FILL. COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL U A DEVICE THAT WILL ALERT YOU WHEN THE CONDEN ATION DRAIN IS NOT WORKING PROPERLY OR OPTIONAL HANDRAIL SECTIONS FILLERS SHALL BE DESIGNED t0 wltl`1stAND A HORIZONTALLY APPLIED NORMAL LOAD O t 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOL. THIS LOAD NEED NOT BE ASSUMED t0 GON I pOL.L• D iC �--I ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. C 11�` HE TOP SLAB 0'-0" 2) A DEVICE THAT WILL SHUT THE SYSTOM DOWN WHEN rwE CONDENSATION DRAIN IS NOT WORKING. TO LiMIT POTENTIAL DAMAGE TO FF YOUR HOME, AND t0 AVOID DISR41PTIOlU OF SERVICE, t 18 RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THEA£ DEVICES BEFORE EACH SEASON OF PES OPERATI 11/2m MIK Ml3013 WINDRESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED t0 WiND SHALL M1305.1.4.1 CLEARANCES FROM GRADE. BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE EQUIPMENT AND APPLIANCES INSTALLED At GRADE VEL SHALL BE SUPPORTED ON A LEVEL MINIMUM 31/2"-INCH (89 MM) CONCRETE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING COOS, BUILDING. SLAB OR OTHER APPROVED MATERIAL. EXTENDING A INIMUM OF 2 INCHES (51 MM) ABOVE ADJOINING FINISHED GRADE. SUSPENDEDTHIS MAY BE ACCOMPLISHED BY DESIGN OR BY APPLICATION OF SECTION M13013.1 . EQUIPMENT AND APPLIANCES SHALL S9 INSTALLED MINIMUM OF 6 INCHES (152 MM) ABOVE ADJOINING GRADE t0 PROVIDE -� Duva I county Wind Speed L.Ines SUPPORT AND PROTECTION FROM CONTACT WITH SOIL OR WATER 8602.8 FIREBLOCKiNG REQUIRED. M13013.1 GROUND-MOLUNTED-UNITS. EXCEPTION: ON CHANGEOUTS OR NEW 1$OTALLATIONS EXISTING BUILDINGS WHERE EQUIPMENT 15 REPLACED THAT HAS A SUPPORT FiREBLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONCEALED DRAFT OPENINGS ` PLATFORM APPROVED UNDER A PR£VWUS CODE. (BOTH VERTICAL AND HORIZONTAL) AND to FORM AN EFFECTIVE FIRE BARRIER GROUND-MOUNTED H GA FOR GROUP 03 RESIDENTIAL APPLICATIONS MAY BE ANCHORED BETWEEN STORIES, AND BETWEEN A 70P STORY AND THE ROOF SPACE. FIREBLOCKING WITH 414 SCREWS WITH GASKEtED WASHERS ACCORDING TO THE FOLLOWING. N 1. FOR UNITS WiTH SIDES LESS tl-IAN 12 INCHES (305 MM), ONE SCREW SHALL BE USED At I SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. EACH SIDE OF THE UNIT 1. IN CONCEALED SPAr-ES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 2. FOR UNITS BETWEEN 12 AND 24 INCHES (305 AND 610 MM), TWO SCREWS SHALL BE USED WE M1305.1.43 ELECTRICAL REQUIREMENTS. SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: PER SIDE. A LIGHTING FIXTURE CONTROLLED BY A SWITCH LOC 3• FOR UNITS BETWEEN 24 AND 36 INCHES (610 AND 9144 MM), THREE SOWS SHALL BE D AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET 1.1. VERTICALLY At THE CEILING AND I=LOOK LEVELS. SHALL BE PROVIDED At OR NEAR THE APPLIANCE L CATION iN ACCORDANCE WITH CHAPTER 33 OF THIS CODE. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). USED PER SIDE. `a ' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL 4. FOR UNITS GREATER THAN 36 INCHES OR 5 TONS (9144 MM AND 18 KW), ANCHORAGE SPACES SUCH AS OCCUR At SOFFITS, DP:OP CEILINGS AND COPE CEILINGS. SHALL BE DESIGNED IN ACCORDANCE WITH SECTION MI3013. °j 01Na1 Coullby 1W Spowei LinM 3. IN CONGEALED SPACES 5ETWEE:N :STAIR STRINGERS At THE TOP AND BOTTOM OF NOTES: Dwal Couetg Wmd Speed LWas THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 831122 . 1. CORROSION PROTECTION. BUILDINGS LOCATED WITHIN 3jd00 FEET (914 400 MM) OF THE F/011 FRI:MR VA 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT G£iLING AND FLOOR LEVEL, OCEAN SHOULD UTILIZE NONFERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM G-90 Maw RD1°� WITH AN APPROVED MATERIAL t0 R _ 0161 E THE FREE PASSAGE OF FLAME ANP HOT-DIP GALVANIZED COATING FOR EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL I I+Ja Rtv�ra 'a PRODUCTS OF COMBUSTION. gGREWg. COUM9 sorrdary 5. FOR THE FIREBLOCKM OF CHIMNEYS AND FIREPLACES, SEE SECTION R1001-Wo . 2. STRAPPING. JOB-SITE STRENGTHENING OF FAN COWLINGS AND VENT HOODS IS MI6O133 SPACE PROVIDED. ADJACENT t ALL MECHANICAL COMPONENTS LOCATED IN OR � 6. FIR£BLOGKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED At THE RECOMMENDED. TWO OR FOUR STAINLESS STEEL GABLES ARE RECOMMENDED, DEPENDING ON SUFFICIENT SPACE SHALL BE PROVIDEiV - LINE OF DWELLING UNIT SEPARATION. FORMING A PART OF THE AIR DISTR15UfION SYSTEM t ASSURE ADEQUATE ACCESS FOR (I)CONSTRUCTION I DESIGN WEND CONDITIONS. ALTERNATIVELY, ADDITIONAL, HEAVY STRAPS CAN B£ SCREWED TO �� AND SEALING IN ACCORDANCE WITH THE REQUIREEME S OF SECTION M16013 OF THIS CODE, (2) INSPECTION _- -___- _--- THE COW!ING AND CURB. AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF INCHES (102 MM) IS CONSIDERED SUFFICIENT SPACE 81001.16 CHIMNEY FIREBLOCKING. AROUND AIR HANDLING UNITS. ALL SPACES BETWEEN CHIMNEYS AND F_OORS AND CEILINGS THROUGH WHiCH - EXCEPTION: RETROFIT OR REPLACEMEINT UMTS NOT RT OF A RENOVATION ARE EXEMPT FROM THE MINIMUM CHIMNEYS PASS SHALL BE FiREBLOCKED WITH NONCOMBUSTIBLE MATERIAL DiTI - �iOTES. CLEARANCE REQUIREMENT. SECURELY FASTENED IN PLACE. THE FiREBLOCKING of SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS OR HE:ADERE> SHALL BE TO A DEPTH OF 1 INCH (25.4 MM) AND SHALL ONLY BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS Cl) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. STANDARDS ESTABLISHED IN THE 2001 FLORIDA BUILDING CODE, RESIDENTIAL, SECTION 8301 OR AN ENGINEERED DESIGN ° - PER 8301.13 t --- C�1 THE BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. INDEX O� DRAWILraS rr n� THE DESIGN SHALL INCORPORATE IMPACT GLASS, ENGINEERED 'R1, SHUTTERS, OR LABELED, SITE STORED, PLYWOOD SHUTTERS WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. (Ai) COVER SHEET (A2) ARCHITECTURAL SITE PLAN-A - , CAS) ARCHITECTURAL SITE PLAN-E5 (3) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED � (AO) SOUTH ELEVATIONS t0 WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM - A (A5) WEST, COURTYARD WEST, COUhRTYARD EA _ BASIC WIND SPEED OF 120 MPH. (3 SECOND GUST). AND EAST ELEVATIONS OPEN AREAS (4) THE WIND IMPORTANCE FACTOR SHALL BE (1) AS PER THE: ELEVATION AND CROOS SECTION -A C t �}-t^' CA6) NORTH ST '' I � FLORIDA BUILDING CODE, BUILDING, TABLE 16045 (Al) CROSS SECTION B-E3, iNT. ELI9V. C, AND E v. DETAILS --- ARCHITECTURAL. Dfi�AW[NC�S Ai�A I AML"A I I VI� BALCONY NO. 1 149 ; C5) THE BUILDING CATEGORY SHALL B£ CIU As PER ASCE 1-0� CAS) FIRST FLOOR PLAN BALCONY NO. 4 111 CABLE I-1. c"em JOWL BALCONY NO. 5 21 _ 4 SECOND FLOOR PLAN _ C6) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY For purpwse or elrvcttral d«tgn,the location or t?o S ty rt at (A9 E a,.et "hell bs a"foliaw Starting! CK etnd ims ra A E ms ANT. GONG. P VER D CAIOJ THIRD FLOOR PLAN MAIN HOUSE C 484 AS DETERMINED BY THE ENGINEER'S FIELD SURVEY OF THE PROPERTY t1�r mterwaeton or Phtllf wi and the Duval (All) FOUNDATION TEMPLATE SOUTH ENTRY 69 Imo at the South pro csod north a ng I°htll119 � �y (All ) ROOF PLAN let FLOOR HEATED M 15 C1) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT Hwy a th.me.r..etfon or seat.Road'3A Pro�c«d 2nd FLOOR HEATED 2139 IN FOR C£NCLOSED'�BNU�iD BUILDING CODE, RESIDENTIAL, nortF+a eA eo Y Road Shirr Road. . Prop d north 1-J CA13) fLASH1NG DETAILS3rd FLOOR HEATED 12169 a" sluff Road to FH�. M. Pr All ewrth (A14) STUCCO DETAILS awar.T n to th.Duval Iwu. All �1r N beaesd saet oP TIN.Imo 11 be eorrrdorsd m � `�l !L CAI5) CONSTRUCTION DETAILS 1 TOTAL HEATED 4 83 CS) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED, u,.iilmd-PJoms Dsbru Rogron a dsfmod ey the Florida ISWidrng Cods. All Nruetu-6 ico of Thr.Ims Shell be O TAILS 2 L D AND THEIR USE INCORPORATED INTO THE DESIGN AND d«rgn.d►a tie mph Thies-Second gu•t f (A16) CONSTRUCTIONDE ENTRY 12 912 SPECIFICATIONS, IN ACCORDANCE WITH TABLE R3012(2) OF THE Wind Lima locations taw.n from the Duval�wind rvmml or Florida (All) FIRST FLOOR ELECTRICAL PLAN LANAI 352 TWO CAR GARAGE FLORIDA BUILDING CODE, RESIDENTIAL. APPLY THE zon..1'1+ chap./uweutoln.t/pe�bid/Fy�nemd.p..dwpg� P'"'i'Lw�the`" rtn Qe1t Cjq to l A18) SECOND FLOOR ELECTRIC PLAN ONE CAR GARAGE 31x9 OPEN DECK 160 r ffaUe, DEAN APPROPRIATE HEIGHT AND EXPOSURE COEFFICIENT FROM rd,«tabir.h�'ur googra rcal boundary«of this Por Tho Florida Dsparunsnt of CB��e �s 1- 12C3). e�md"peed 7Q*and�hs-i"ir+d borne debris region m Ccd..and f t e FloridaMullen, r-d V (A19) THIRD FLOOR ELECTRICAL TOTAL COVERED 1885 TABLE R30 STRUCTURAL D��iNC�S BALCONY NO. 1 81 _ Duval Couney. or the Floria euridwg� Z BALCONY NO. 2 25 GARAGE DOORS AIS t0 MEET DESIGN PRESSURES BASED ON Effective a Ad 1,2 D.o.e+�.r somt 4 2 0 4 11 7- (S) O Z (Si, 52, 53, 64) PLANS BY OTHERS ------- ---------- ANY AND ALL ENGINEERING DRAWINGS TAKE BALCONY NO. 3 L3fd THE FLORIDA BUILDING CODE AND (ASCE 1-05)EXPOSURE CATAGORY. hla I,sines r PRECEDENCE OVER ARCHITECTURAL DRAWINGS. TOTAL COVERED 5642 ENTTI��TR ZT111 RE 15m (10) SEE STRUCTURAL ENGINEERING SHEETS FOR DESIGN COMPLIANCE: TAME IRM1.2.1.2 � � Hj WnvD- rmoms PROTEc m F,48TENiNC"� acl�EDI,ILE LA 1- FOR WOODS Slu - STRucTUR�aL PANELS 1- OC MMCTION OF OPENINGS iN TI4E WIND FASTENER T1'PE1_ PANEL SPAN 2 FOOt< 4 FOOT< 6 FOOt< S 2 FT. PANEL SPAN PANEL SPAN PANEL SPAN I 5tAILDING SHALL BE DESIGNED AS FULLY ENCLOSED WITH THE: USE OF EITHER "OPTION S 4 FOOT 5 6 FOOT S 8 FOOT A" ,OR OPTION B SHUTTER SPECIFICATIONS (NOTED BELOW). OTHERWISE, APPROVED "8 WOOD IMIPACT RESISTANT WINDOWS AND DOORS, CERTIFIED t0 MEET EITHER MIAMI-OADE SCREW-BASED °. ORZ THE STANDARDS ESTABLISHED IN SECTION 8302 OF THE FLORIDA BUILDING ANCHOR WITH 2-IirIICH EMBEDMENT LEN16 I6 10 8 Cd1DE, RESIDENTIAL. �THKBG/ 3 410 WOE) DRAhN iBY� DH/B\( LOT L�N I T OEN ANCHOR WITH 2-11NGH ib 16 12 9 31 / TTER SPEGIFIC,4�IC)NS: EMBEDMENT LENGTH 3 ATM _ ofVTION A - 1/4 LAG 17 WOROD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" (11.1 mm) AND A MAXIMUM SCREW-BASED e>11011 I a; FDEAC � A gF5�4N OF 8 FEET (2438 Trym) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- ANCHOR WITH 2-IIiNcH 16 ib ib 16 ADDITIONAL PLANS ARE D9SIGNED t0 BE IN COMPLIANCE WITH THE I�4 I -OSCALE: u y u i AMP TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE EMBEDMENT LENCGTH3 1) THESE: F-z q tACH£D t0 THE FRAMING SURROUNDING THE OPENING CONtAfNING THE PRODUCTSI: 1 INCH - 25.4 rWijTH THE GLAZED OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE mm, 1 FOOT 305 mm. STANDARDS INISTR TI ED iN SECTION 628-33001 NOF T � ATLANTIC E3qNGHORAGE METHOD, AND ALL REQUIRED HARDWARE SHALL BE PROVIDED. I. THIS TABLE IS, IBASED ON A MAXIMUM WIND SPEED OF 140 MPH (63 m/s) FLORIDA ADMINISTRATIVE CODE. PEPR (ANENT CORROSION RESISTANT ATTACHMENT HARDWARE WiTH ANCHORS AND MEAN ROOF= 14EIG-It OF 45 FEET (13 116 mm) OR LESS. 2) THE MAIN WIND FORCIE RESISTING SYSTEMS ARE DESIGNED 4-183 "# COL�N7'�� / PLS{RMANENTLY INSTALLED ON THE BUILDING SHALL BE PROVIDED AND DESIGNED t0 2- FASTENERS SHALL_ BE INSTALLED AT OPPOSING ENDS OF THE WOOD IN ACCORDANCE WiT1H SECTION 6, ANSI/ASG£ 1-02 IDL� \ / �SIST THE COMPONENTS AND CLADDING LOADS DETERMINED fN ACCORDANCE WITH STRUCTURAL PANJEL. " mNMUM DESIGN LOADS FOR BUILDINGS AND OTHER -�( THP PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING. ATTAGHMETIT fee 3. lire SGR=WS; ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY STRUCTURES" t0 WiTIASTAND THE WIND LOADS ASSOCIATED A CORDANGE WITH TABLE 83012.12 WITH PERMANENT CORROSION RESISTANT SHALL BE ATTACJPED USING VIBRATION-RESISTANT ANCHORS HAVING A q TACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE MiNIMUM WITHDRAWAL CAPACITY OF 1,500 LB (6613 kN). WITH A MINIMUM BASILC WIND SPEND OF 120 MPH. GY46 NO: BUILDING IS PERMITTED FOR BUILDING WITH A MEAN ROOF HEIGHT OF 45 FEET (10 058 3) THE COMPONENTS AID CLADDING HAVE BEEN SELECTED mol) OR LESS WHERE WIND SPEEDS DO NOT EXCEED 140 MILES PER HOUR (58 m/s). OPTION B AND THEIR USE INCORPORATED ACCORDANCE INTO THE DESIGN AND APPROVED SHUk17ER6 CERTIFIED TO MEET EITHER MIAMi-DADE OR SPECIFICATIONS IN ,ADS FOR BUILDINGS WITH SECTION 6 R THE F.B.G. IMPACT TiE!STS. SHUTTERS MAY BE ROLL DOWN, PANEL, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER ACCORDION OR; OTHER APPROVED DESIGN TYPE. STRUCTURES" MENTIONED IN NOT£ 2. Al or Ict L _ ITEM *II T C-72131 7 opoxo� N A � M04T R-44a �n LOT GO�'�ER6E s y N O M A AREA OF LOT 0 10,525 S.F. PISU Z 0R V EE . a Y En TOTAL HOUSE G40VERA6E (IMPERVIOUS) = 5082 S.F. INN rn HOUSE FooT}6INT (IMPERVIOUS) = 1418 S.F. N 0 r" LOT 31 , NORTH ATLANTIC BEACH - UNIT N o. 1 - R- C r B- S CORPORATION, AS RECORDED IN GARAGE Foo'IAI'RINT (IMPERVIOUS) = a32 S.F. Z m PLAT GARAGE OFF�DE TERPROOF DECK o � BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, GARAGEAND EWO(IMPERVIOUS) = 1655.F. EXCEPTING THEREFROM ANY LANDS LYING EASTERLY OF THE EROSION CONTROL (f'TRY OFF = 24 S.F. LI N E � FO R D U VA L SOUTH ENTRY pFFGRADE wATERPROCF DECK � ORT (IMPERVIOUS) = v AND 5u1►°P l CXJS) 61 S.F. z COUNTY AS RECORDED IN PLAT BOOK 35, PAGES 59, 9A & 59B OF SAID PUBLIC RECORDS. SOUTH ENTRY4FFGRADEWOOD5TEP5 G z m (PERVI©US) = 55 S.F. � e) lot FLR. CANT. �EANSIDE DECK (PERVIOUS) = 220 S.F. o I--I CONCRETE RIVE FRAME LOT 33 DRIVEWAY PAWERS 0/ GONG. (IMPERVIOUS) = 251 S.F. M SHED DRIVEWAY 4 19ARKING, PAVERS AND SPECIALTY .. ., PAVIN& (50% PERVIOUS) = 666 S.F. >� TWO STORY m POOL DECK (IhMIPERVIOU5) = 566 S.F. a MASONRY & o n ON GRADE OCIVAN51 DE CONIC DECK (IMPERVIOUS) = 265 S.F. EXTERIOR CONIC. STEPS (IMPERVIOUS) = 45 S.F. FRAME o o 106.9' � PAVERED WALI�YS (50% PERVIOUS) = 161 S.F. o = m O STEPPING STows (IMPERVIC us) = 52 S.F. x GARAGE ' APARTMENT r 101.8 p GONG. RETAIN"015 WALLS (IMPERVIOUS) = 67 S.F. a' TWO STORY 6 0 N CONCRETE WALK � O Z " BRICK Ov m [20 'EM *I I GONG• ESTATE 1WAt-L (IMPERVIOUS) = 85 S.F. LOT 32 EMP. SILT BARRICADE/ EQUIP. PADS ( ±OAS PERVIOUS) = 40 S.F. 6. 3'-O" RESIDENCE D N <' )NSTRUcnON FENCE 4 O t+1 FROM LANDWARD SIDE TOTAL IMPERWIOUB = 5108 S.F.GR DE LEVEL CONC. NO. 1755 O Z = SEAWALL TO CCCL TOTAL LOT GOVERA&E = 465% �RTHERN EXTENTS OF m -O R INING WALL 5pp',HIGH WOOD = m A• D GA X r NORTHERN EXTENTS OF e NO THING 2185608.12 �� COASTAL CONSTRUCTION 2-16'x24' AND GA s FRAME 2-24'x24' _ ��NOD ZED EA TING 374487.31 ooN��E CONTROL LINE STEPPING M 2-16•x24 FENCE AND GATES > SU ROOM STEPPING STONES .. D FOUND 1/2" IRON �� S89' 35 7. 7 IRON - CUT CONCRETE WALK FOUND CUT ON EAST APPROXIMATE SEASONAL HIGH WATER LINE PIPE, CAP Le o72 °`°' .54,of�otlm) S89-35'12 E 90 FACE OF BULKHEAD ELEVATION 9.54 NAVD 88 � X 209.03- 1&3 - XBO X12.6 X11.4 X15.6 1 11!7 ; 912 D X8.5 X6.7 1 E-I �CNT r' s 3 ci \ ;` j --{ i7. X58 X28 X0.9 00 X-0.5 -� �� s :r, y j T. --_ _ # _ �� i �'\ S 1 i nI j ! ? �- �y� I VEY BALL'OEtY"ABV X1a1 GAIdjh7i gy^ 17.x} BALCONY i cJi lasX8" VERED QUIP. PADS 1 15 j N �I21 �� t i i i it 6') i �! ! m I �-a 16.8 � s� (+17.5' NAVD-ft) PA o CANTILEVERED SLAB 1 � O 4' � �PE E�WALKQVER; �� i i I I i � � m x� AL YD V. `'� ;� - �..� (CALCULATED A�GERAGE GRADE t. tiMS � I W - �. XX,.OF LOT UNDER EgUILDING PAD OPFJV TO L �ELOW i 00 O a - pRE[f w Gli(30RS TO NbR`iH) 1 ! '! ;i i ! i 't i tiDMAIN HOU r1 t m F 0 TI G PATTNH) i i iii t�O X13.4;> )41 i i x15. lei i ! Z ii ` l> �x_- MAIN HousE ANt LOT 3� m ;" 1'� jxttl7c�j x8s X8.6 , i +15.94: VD-88): 8 p - ALCONY ABV. f i' i i 1 t D7.1 X58 , i X2 N m X08 X-0.2 X-0.8 - A AD ^+ t CANT. ABV. ^ V�RS o/ B 1K-AWA� J ITEM $41 ; ! � ' O WAAID �. SLAB GRADE , n BEACH CIUN� 5 �Evii� GROUND i' Z 1 i Z _ ----- - C ,i N CANT ,� --'- r i i Ul -a SPARrINuQ ib i --------- > t ! < S i i 0 D D ! t X 6.8�r ' l>£ -_ LOON 7(�V27.0 ABV. ^ n - 10' B.R.L. 1 15 O I SEA 1/0 1JD i 't '' g j n a a2 - Y - p OSED IIUTH E��X,,��,TNNENTS n Q ---- tt 1 /' i O00 D -� ¢ N D I Oi8 113111.1014 A ODIZED I*I d M W 1 X 1 0 ;FENCE AN GATES 11. I X10.5~ X11.5 a3' X8.2 x8.6 i X3.4! r t he-0.0 X-0.8 V FOUND 1/2" IR C ,8 - X ' 12.5 X11:9 X7t� X120 X6.9 X5.5 Z X1.1 1a r PIPE' No CM WOOD w S o A '(TYP.) N 8 9° 5'12"W 6TEP IOD FE]d 1.9 2 s' FENCE FOUND CUT ON EAST "1 O `.J THING 2185558.10 STEPS U. ES TE ALL ENCROACHM T 21 1.8 FACE OF BULKHEAD 8' H C.M.U. ESTATE WA I STING 374489.95 6'- FI.PIER WOOD 6'-8' H. PIERS -1 W K � WALL 12 W 20 CUT - I ON FENCE AND GATES ITEM *6 0 Z 20'-0" 2b' 2o'-0'57.3 LOT 30 I Im TWO STORY FIR ME TWO STORY Q: $ tho AND MASON clu EsrATE / °F o 151 TE EtEttElsN D.Q.P. DOTPRI NT TA�BUL�TI ON ce GARAGE a, RETAINING WALL RESIDENCE MAIN HOUSE (I NCALUDES ALL CANTILEVERS, RODF OVERHAN65, No. 1745 �. r. °m DECKS, AND STS) = 3051 S.F. W WOOD DECK { i m GARAGE HOUSE OINGLUDES ALL CANTILEVERS, ROOF OVEI;;U , 1151 BEACH AVENUE DECKS, AND STI-5) - 1445 S.F. 90.3 CONCRETE WALK �� , UNIT 56.7 WOOD DECKLOT 3I , NOW= --------------------------- --- ------ - WOOD WALK -------------------------_ _------__----_-_----- a NORTH ATLANTIC BEACH TWO STORY N 90 9' WOOD WALK DU Y L COUNTY, KN� FRAME MASONRY GARAGE m TWO STORY > A�VATIO !TIES ARD OF COOL & RESIDENCE MASONRY and FAME SBRICK TEP LO > / N QU� SE SA RESIDENCE T 2 gFLORIDA I GARAGE HOUSE: to rn No. 1739 EXGAVATIOWGUT FROM BUILDING #°AD = + b1.5 CYVS CUT j m WOOD WALKII I (I o� Z �� 50AL;= : I �•- 20 -0 EXCAVATION/CUT FROM GRADE Ell AND PILE GAPS = + 15.5 GYDS GUT BRICK (COVERED CONCRETE o N 0 EXCAVATION FROM Iii AUGERC:AST PILE = + 16.4 CYDS GUT _ 115.4'' STEP a > SUBTOTAL EXGAVATIOWGUT AT OAR E SEAWARD OF GGGL = +I 15A CYDS CUT m N o WOOD D CONCRETE WALK A DECK MAIN HOUSE: CONCRETE STEP - ------- FILL AT BUILDING PAD = - 43.6 CYDS FILL STE N OPPOSITE EXGAVATIOWCUT FROM GRADE B9,AM5 AND PILE GAPS = + 12.5 GYDS GUT 1 MONUMENT R-45 I `. EXCAVATION FROM I&I AUGERGAST PILE _ + 45.4 CYDS OUT D m SUBTOTAL FILL AT MAIN HOUSE _ - 5'1.01 GYDS FILL G� z 0 POOL AND DECK: rT1 n - -< � 105.2' IN-GROUND CONCRETE LOT 2S FILL AT POOL DECK - 1.4 CYDS FILL o ci m EXCAVATION/CUT FROM PILE GAPS + 5.5 GYDS GUT 0 � � O m EXCAVATION FROM Ili AU6ERCAST PILE _ + 10.2 CYDS GUT D o EXCAVATION FROM POOL SHELL = + 45.1 CYDS GUT (n o O o m 0 o SUBTOTAL EXGAVATIOWCUT AT PCNL AND DECK = + 55.2 GY05 GUT �► �] n C� Fri CONCRFFTE a m MOTOR COURT: R1 z n FILL AT MOTOR COURT = - 55.1 GYD5 FILL m FILL AT SLOPED DRIVEWAY = - 14.4 GY05 FILL m O SUBTOTAL FILL AT MOTOR COURT = - '70h CYDS FILL OD O :1• ITEM *12 • OD 38.7' TOTAL GUT/FILL: TOTAL CUT = + 226.2 CY05 OUT u TOTAL FILL = - 165.6 GYDS FILL N - ITEM *II TOTAL EXCESS OJT MATERIAL USED AS BA4,KFILL SEAWARD OF C.GGL = +60.6 GY05 EXGE5S GUT � + 60.6 CYDS A �u0 R-� NET IMPORT OF FILL + 0.0 GYDS h� EXCAVATION NOTES: - '�� ALL EXCAVATED EXI5TIN6 SAND MATERIAL SHALL BE RELOGATEf �- AND UTILIZED AS BACKFILL MATERNAL AT THE MAIN HOUSE BUILDING PAD AND 6AIRA6E HO" BUILDING PAD. ALL EXCESS EXCAVATED EXISTING SAND MATOCIAL SHALL BE PLACED SEAWARD x .N Or- MAIN HOUSE/GARAGE HOU. BUILDING PAD AND MAY NOT �l �o ITEM *II SED A5 BACKFILL MATERIAL ILANDWARD OF THE CCGL LINE. O.E•P• MONWUI - l�- < oppi LU R-47 9 0 mm",X < _I I SHALL POINT OF AT DISTANCE FROM THE APPLICABLE BEGINNING POINT OF Z HEIGHT OF BUILDING MAN Z COASTAL CONSTRUCTION j 6ENERAL PERMIT MEASUREMENT TO THE HITS+ LD N6'S ROOF STRUCTURE OR PARAPET, AND ANY ATTACHMENTS THERETO, HEEI6HT IVE of CHIMNEYS, THE APPROPRIATE METHOD OF DETERMINING THE MAXIMUM ALLOWABLE CONTROL LINE I --- LINE OF BUILDING SHALL BE USED IN ACCORDANCE WITH THE FOLLOWING. O Z Z (c) "RESARDLES5 OF FLOOD ' D DESIGNATION, PARCELS;WITH TOPOCRAPHIG VARIATIONS OF MORE THAN < z 1 CANTILEVERED TWO (2) FEET A5 OEMONSTRA BY CERTIFIED 5URVEY OF TOPOGRAPHY INCLUDING ALL OCEAN FRONT PARCELS SHALL Z O 011 C- - :T,- EIALCONY PROVIDE A CERTIFIED SUR OF THE CALCULATED AVERAGE GRADE, AND THE CALCULATED AVERAGE �' - GRADE SHALL BE USED AS BEGINNING POINT OF MEASUREMENT, EXCEPTING THOSE PARCELS WHERE THE ONLY X l` TOP06RAPHIGAL VARIATION I ACITY-MAINTAINED DRAINAGE EASEMENT WHERE THE METHOD �l V - n _ I DESCRIBED IN PRECEDING TION (b) SHALL Be USED. �I� +1453 NAVD-66) - _ -- V - _ (CAL NAw-bb) � m � !�� (CALCULATED AVERAGE GRADE - �r gPP'ROXIId'IATE SEASONAL HIGH WATER LINE ( b) _ OF LOT UNDER BUILDING PAD _ 1 FOR MAIN HOUSE) ELEVATI&N 4.54 NAVD 66 (+15.44' NAVD-bb) (TOP OF GARAGE �- �_A� ii � '�� ? L� ��- _ lu (CALCULATED AVERAGE &RAVE SLAB) - _ __ �p OF LOT UNDER BUI N6 PAD = �` : Ti 11, �1 �� r�� r TOP OF EXISTING FOR 6ARA&E 4 WA'P) _ - I ° �� i9 J'; �� j J ITEM *21 APPROXIMATE EDGE MNEAN HIGH WATER LINE a 1 ❑I' C I _ 4' WIDE 1 � �1�� _ �� I i� ,��, , , u � �I i � CONCRETE !PE DUNE WALKOVER APPROXIMATE CD I_ O Z. Q - 11.50' NAVD ppqp� �p � OF VEGETATION ELEVATION 2.04 INAVD bb SEAWALL (SHARED' w/ 1�16HB 5 TO NORTH) (MAIN 5HNAVI -,bb) L= ��_----=== ( ((TO FOLLLOW EXISTIN6 PATH) 51.6M - J d I 1+11.11' NAVD-ft) PO IN I I I - 1:5 _ ELEVATION=O.O x j (LOWEST HORI7tONT (+o.00 NAVD-bb ; vR �= KB6/DH/B1/ a I STRUGTUAL I V PROPERTY I TRAVERSE LINIt GH6UCED BY: LINE I PER PLAT. LOOP 2ANE ��"Vl 14) ADDITIONAL_ NI2C�S: 8/10 II PILINGS REFER± TO I EROSION CONTROL LUNE _ D STRUCTURAL ENGINEERING I :-0 1) THESE PLANS ARE D�516NED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLI*HED IN SECTION 628-55.001 SGALE� ITEM 12 ±15'-b" T SEAWA EDGE OF ENCLOSED STRUCTURE i FLORIDA gpMINI5TR/4�TIVE GODS. FILL PLACEMENT 101'_6" T EDGE OF GARAGE DECK I 2) THE MAIN WIND FORC;IE RESI5TIN6 SYSTEMS ARE DE516NED AS CYDS OF FILL IN ACCORDANCE WITIH SECTION b, ANSI/ASCE 1-02 4783 .IOB NJMBER>, IGTED BY HATCH 1101'-10" SEAWARD EDGE OF ENGL051� STRUCTURE I "MININMUM DESIGN Lo'AD5 FOR BUILDINGS AND OTHER ±101'-10" TO 5EAWARD EDGE OF POOLXGAVATION STRUCTURES" TO WITIOSTAND THE WIND LOADS ASSOCIATED : A � A WITH A MINIMUM BASIIG WIND SPEED OF 120 MPH. ±110'-5" TO SEAWARD EDGE OF 3rd FLOOR G„gNTILEVERED BALCONY J. SITE E: (:�O� T I ON 5) THE COMPONENTS ANP GLADDIN6 HAVE BEEN SELECTED AND THEIR USE INGOIWORATED INTO THE DE516N AND p► NO= ±116-10 TO RD 6E OF GO �, �q{�_gWq D GK � II � SPECIFICATIONS IN A�ORDANGE WITH SECTION b OF THE ±122'-4" TO SEAWARD E15SE OF FILL ITIN * SG L • I 20 '-011MINIMUM OF-516N LOAFS FOR BUILDIN65 AND OTHER ±112'-4" TO AWARD EDGE OF POOL FENCE VATWwNAVV- STRUCTURES" MENTIOI�D IN NOTE 2. A2 I c b t1-12'-4" TO SEAWARD EDGE OF POLL FENCE I� , ° s �� ±122'-4" TO fEAWARD EDGE OF FILL 1 ' " TO SEAWARD EDGE OF GONG. BREAK-AWAY DECK 1 tub-lo j�► i � � 3s � '_ of 3rd FLOOR CANTILEVER® BALCONY ITEM SII - r- *no 3 To s�eAWARD EDGE I � tl0$'-5" TO BALCONY 1 ' � 1101'-10" TO SEAWARD EDGE OF POOL EXCAVATION I� ±1011-loo To SEAWARD EDGE OF ENCLOSED STRUCTURE ITEM 021 041-6" TO SEAWARED EDGE OF DRIVEIMAY NORTHERN EXTENTS OF r 4' WIDE IPE MUNE WALKOVER tg} 1 i;2'1'-6" TO SEAWARD EDGE OF GARAGE DECK 5' HIGH WOOD PRIVACY I NORTHERN EXTENTS OF — I 30O� 6RA1iDE MAX. FENCE AND OATE5 I POOL �I� s� (SHARED K/ #E16HBOR5 TO NORTH) L :l5'-b" TO SEAWARD EDGE OF ENCLOSED 5TRI1G 58q°35'12"E 20�I.03' I 1 18.G FENCE AND GATES fro FOLLOW lEXI5TIN6 PATH) g 6RADEI (I:5 SLOPE) RETAI N P. DRAtINAGE 20 2-1$"" 4' 1 i 1 i 1 t I � � � 1i� � 1i � o 2-24 4 •t _ n n.n Q �` 1 STEPPING _ __ STEPP N6 ' STONES f� 7 I `�. r �.. `�� Pl'IY LIv O/ _ 11 I V --- _ _ n�JI I I �' �.I�.L. i i / -- ---------------- ------I---- ` 1 I V �\ \ I- _--___---_ _ n �.1A"M (� E:- .1111, _ .f I ' 12 1 14 1 (SLOPE Y 1 0 18.5 r (3 117 I I 40 50 ' 7 i -- a ,4 'I bN 10.64 I_LN RI-I M bh$N $1 j j 4} ■ bl' _ 1 __7 __7 = / 1 ;� 1 n + ��i i I 1 I I TI I � % ? i Q , + f i lii i L . I ! —rT - IILtV.. 10 f1AVq II �I1 ( �, --Lf� - �1-- �, IN6i = _ II \ 1.�p 1 H — l'\ O/ I i li :i ��, $I'-4' O I i ,1•`, '" 1 1 40-6 o/ALL °.�tJB5 `1. ~ IP, I 5cm a o I Irn I � rn j --- ia..l � �-J �r �O � / `•�'`�. Gl��. I SLAB i' i i ',` i 011 HOUCK Q aa. /� I ' ' i4M�YG +. _ ' I i i ' l \I .• I ITEM ( I CANT AL GOI�IY- I --- _T ''__ - j j i i ' II BEACH DUNE (6RA55t5 AND 6R01UWGOVERS) I,, 11 O DRI Q V. I o -- - _ j I I 1 J , j SPARTINA PATEAS _ - tli j PA % i ; rn a` _ j i i ++ �y i 'I PANIC 6RA55 r SUBS TE . 14'"%'wwVs =" , - V _- _ '+!.• ID Iii w,vn i i i ' 1° �'NII SEA OATS K I I I' I '. POOL Nor, i O r __ PAVER ' GONG. ` SLAB y `• C 'I rn z y- , I ', (INN 1 0 / G , , i ' + I I :'J II i I 4 I � , f"f , II � I - O ® V BASE / �I�r � �, V I �q I wI OATC4 BASIN L-------- ----- - ' O' 1 I I �'2 1 . ' 1 1 116 1-7 I ANDuv�AIN - j - - - --- --- -- - —I 1 I I ! I - I ,r ,�,�,�T,-r - -,, B.R.L. _ . J ---- --- LJ 11 lJ Ll 11 LJ IJ LI U I _ -- - '8IT 116 15 1;4 1\3 1.7 PROPOSED - 1-2— POOL , '' ITEM Oil ' v i -------- ---- --- ---+------- 1 1 I - - -_-_ - -- -- i i TEMP. SILT BARIAICADE/CONSTRUCTION] 't I --r - -- -- - -- -. -- - - , O 1 II fi' DRAINA6 I - PLANTER I Z FROM LANDWARD SIDE OF SEAWALL T�'ENGGGGL I 1 L i .. I I II II � �1 I r r ; -- 1 � I b'-$' HIGH PIERS 6' HIGH TATE / ° J2 211. ' SOUTHERN EXTENTS OF I 'J•a THIN BRI ON 5 SI RETAINING 'I POOL COMPLIANT (FAINTED) (TOP OF ATION j BRONZE ANODIZED NINE WALL (TOP OFF ATION TO BE 56' FINISHED FENCE AND GATES TO BE 56" W FINISHW GRADE T PLANT I I c GRADE T LEAK PLANT` ROOT ) I 03 ROOT B ) j 1 d� $PERGOLA OR OR ; I b j D c ° V G /sovnolw OF II + RETAINING ALL 1 , I I 1 N 1 ■ 1 N 1 N dl_/1M 1 • / 1_/1H 1 ■ �1_/1N 1 ■ �JI�■ ;IN /11_-/1■ 1 ■ al_/1N 1 H /11_/�NI IV N al-on 1 N j I2'-50 I 1'�/.�� 20' 3'-IIN 1 N al-0• -1 -1�/ '1 p f_I k ��-0' 12a'-10' 'I ANss ti'o II a4 1> ca g (SEE LANDSCAPE PLAN FOR, ADDITIONAL INFO) W ITEM #11 I TQM #14 GUTTER AND DOWN5POUT LOCATIONS TO 5E ee r AL CLOUDED DIMEN51ON5 ALL POOL DRAINAll TO BE COORDINATED WITH LANED56APE DESIGNER AND 0�Oa �" DIRECTED LANA WARD CONTRACTOR. �I ts 1-751 BEACH AVENUE— LOT Hirr�R 5j cop ITEM #12 PROP05ED FILL PLACEMENT 31 , UNIT NO. ONE NORTH Y'r 60.6 GYDS OF FILL %M7 I A5 DEPICTED BY MATCH ATLANTIC BEACH DUVAL 5 COUNTY FLt". ID 5ICALE / I O I 5' HIGH WOOD FENCE 1 1/2' BEVELED NO. GAP H/ MOLDING 1 1/2' TOP GAP 3 I/2' TOP RAIL +-5'-2' O.G. (M) ANODIZED RAILING OVERLAPPING SLATES BRONZE J 6x6 POST 2 INTER-LOCKING PAVER SYSTEM SAND-FILIJ� JOINTS in 50. PICKETS a 5" O.G. IN - 1 1/2" CONCRETE SAND TO MEET ASTM C53 Q 4" THICK LIMEROGK BASE COURSE COMPACTED TO A DENSITY OF AT LEAST 100% OF THE MODIFIED J PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) : .... 50. POST IMUM LM OF '75 O WITH A MIN . (OPT( NAL) 4 �5r 12N OF STABILIZED SUBCARAVE CRANILAR SOIL COMP TO A DENSITY O LEAST 1" x 2" BOTTOM RAIL RAIL a6% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) ' S I/2' BOTTOM AND STABILIZED TO A MINIMUM OF LBR OR 40. / / / / / j 30" DIA LMROCK BASE COMPACTED TO A w DENSITY OF At LEAST 95% of T14E MODIFIED •• PAW—ER / / / / / z /�\i/\\i/\\i/\\//\\i/� �\/\\ /\\/\\/\\/\\/\\/\y\\/\\'x,Y'x \\/�\/\\/\\/\\/\\/\\/\\ \/\\ \ / /\/\\/\ D T \\//\�//\�//// // . /\\/\\\\/\\/\\/\\/\\\/ / \/ _ \\\�\\�\\�\\�\\�\\/\\//\ \\//\\/\\\/\\\/\\ \\/\\\/\\\/\\\/\\\/\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\ \ \\\\\\/\\\/\\\/\\\/\\\// PROCTOR MAXIMUM DRY DENSITY (ASTM D 1531) �// / /�/ �� f �// / /�//�/'(j/\ // // // //�j//////// ////// WITN A MINIMUM LSR OF 'i5.(OPTIONAL) x \ /\\/\\ ,--- 3m DIA. LIMEROr.K BASE COMPACTED t0 A \\/\\�\/\/\\/\ �\\�\\ \\ \\\\ \\ \\\\ \\ \\\\�\\�\\/\\/\\/\\/\\/\\/\\/\/\ \\/\\/\\/\\/\\/\\/\j/\\/ '`�• DENSITY OF AT LEAST Sb% OF THE MODIFIED /// //// // ////// ////// /%/////�//�//�//�//�/� /j�/j�/j�/j/\/\ / STABILIZED SUBGRADE (NON-PLASTIC, jjj j / /\// PROCTOR MAXIMUM DRY DENSITY (ASTM D 153'1) �t \ \/ \/ %\ \ \ \ \�/% INOT�'sANIG. AT LABT 95%AR I OF PROCTOR 414PACTED TO A 1� \\j\\j\\j\\j�%\\j\\j\\j\\ /\\/\\/ WITH A MINIMUM LBR OF '15.(OPTIONAL) \\/\\ \�\�\\\\\\j \\j\\j\\j\\j/\\j\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/\/\/\/\/\/\/\ DENSITY OF LE //\//\ \//\// \//\// MAXftll DRY DENSITY (ASTM D 1531)AND u STABILIZED SUHGRADE CNON-PLASTIC, \\/�\\/ �\\/� /\ \ \/�\/�\/ j\/j�/j�j�/j�/jam/jam/j�j�/jam/j�/j�j�/j�/jam j�/jam/jam/jam STABILIZED TO A MMIMUM OF LBR OR 40. ��......111 INORiCsANIC,CsRANtJLAR SOIL COMPACTED TO //\//\�j\//Uj\\j\\j \\/\\/\\/\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/ � \r\\moi\\r /(\i/\ /\\i/\i/\i ///\/\//\/\�/\�/\�/\�/\�/\�/\�/\�i\�i\�i\ r\/i\/i\/i\/i /�//K// DENSITY OF AT LEAST 95% OF THE PROCTOR /j//\//j//j\�\/\\/j \\/\//\///\%\j/\\//\\ \//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ /\\//\\//\\ r \ \ \ \ \ \a\ \ \ \ \ \ \ \ MAX"JM DRY DENSITY (ASTM D 1537) AND \`/\\//\\/\\/\\/ _ STABILIZED TO A MINIMJM OF LBR OR 40. \/\\//\"� /\\//\\ //\\\\ \� /\`/\/\/\\/�\/� \\/�\\/v\\/�\/"\\/�\\/�\/ /�\\/�\\/�\\/�\/�\\/�\//\ DRAWI�T APPROVAL SIT SHOP /i/� / i � /i/moi/moi/moi/�i/moi /moi/ �i/��//i/�/i TO FUSSET H�K� /\ \� \ \\ \ \ \\ \\ \�\ \N\\/\\�\/\\/\\/\\�\/\\y\\/\\/\\/\\/\\/\\/\�,\\/\\/\/\\j\\/\\/\\/\\�\/ FABRICATION ON ALL RAILINGS fu NOTE: CONTRACTOR SHALL SUBMIT SHOP /\/\/\/\/\/\/\/\/\/ // // DRAWINGS FOR APPROVAL PRIOR To Q /\\ \\�\ \ FABRICATION ON ALL RAILINGS ` _ yF 4 I POO I=ENGE AWS G N P.T. WOOD PRIVACY FENCE SEAWARt7 OF THE COCA OC = p_ 1 Y � � � O ,2 "= 1 N SCALE I/tri -I-0 < M ■FF■ SCALE: I/2 I-0 < r e INET H/ INSTALL 2"x$ IPE DECK 2 e- -*10�4 *2 SQUARE JOISTS TILT A&AIN5T x6 POST. s �) ", FpS+N'EN w/ 6-12d SHANK DRIVE TYPE SIb STAINLESS STEEL DECK 50REWS AT Z STEEL NAILS 511 . t STAINLESS' S EACH INTERSECTION Z O .. ZHx$N IP.T. 5YP No.2 rt DECK JOIfTS a 161, O.G. 2"x$" IPE Q Fri RIM BOARD. FASTEN H/ 5 ROWS 12d RING SHANK m " h STAINL -55 STEEL NAILS tu _ Ib" O.G., INTO THE O END OF EACH DECK JOIST ITEM - NOTES Ex I n 4ORADE SEE SHEET G-I FoR Bf;mAK AWAY 'rA I N I N6 / N N ANIS ESTATE WALL DETAILS rA"1 �: VOL 2 xl0 IPE DECK BEAM. FASTEN TOGETHER I' Ipc 51MP50N H2.5 STAINI.E w/ 4 ROWS 12d RING SHANK HURRICANE CLIP M/ STAINLESS STEEL NAILS KBC/DH/BY I� 10-lodx(1) $" STAINLEOS \ 01200.0. ENCc I NEERS ST RUGTUR6AL GRI TERI A _ STEEL NAILS AT EAS ' DECK JOLT OJT IN (1) $" SEAT INTO 6'x6' MAY OVERRIDE SHOWN DETAILS. �—� b"xb" P.T. 5YP Pk9 POST TO2RECEIVE HEADER BEAM. POST O $'-0" O.G. EXGAVA,'E INSTAL NIZED OTHROU HOT 1 r FOR STRUCTURAL AND RE I NFORG I NG A=1T10N�AL NOTES: D ' 5/10/11 AND EMBED POST 4'-0" INTO . �< �}{ BEAM TO POST LOCATION /� �I EXISTING GRAtOE �� I N�ORMATI ON, RESER TO EN61 NEER(NC I) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE SHEETS. STANARDS ESTABL15HED IN SECTION 628-53.001 SCALES 1/4,11 = 11-0 If Iu 2) THE MAIN WikN FORGE RESISTING SYSTEMS ARE DE516NED FLORIDA Ar2MIN15TRATIVE CODE. /� ,,rr� t4 I 11 JOB CRs ITEMI 021 IN ACCORD,ANGE WITH SECTION b, ANSI/ASCE 7-02 4753 i . � 41 IDE I DUNE �O � LR MININMUM 1�516N LOADS FOR BUILDINGS AND OT HER i I/2"�I'-0" STRUGTURE�" TO WITHSTAND THE WIN L P1. 1 A4 WITH A MINI9HUM BASIC WIN SPEED OF 120 MPH. 5) THE GOMPOMENTS AN CLADDING HAVE AN THEIR AE INCORPORATED INTO THE DESIGN AN DWG NO: SPECIFICATIONS IN ACCORDANCE WITH SECTION b OF THE "MINIMUM DEf5IGN LOADS FOR BUILDINGS AN OTHER ,� STRUGTURES� MENTIONED IN NOTE 2. A5 of I Ic I I� k 0 4 I ,r; i 'I �'-i i I I G "•:i: 1 y�'.,i rr w ,"}, - I ' : I " 1p i � P! , 4Ii f11. _ ,. 61,11;. �� .:� •, ... �; k �, r 7,y. "' ,..�� :G*..a, .mak�. -.. :•.. .. ... *�" ,.. .R.. s 8� GOPPVR CHIMNEY POTS 12 s 4F- 12 STUGCP,O VENEER 4 � S ga X Y 6HT •A 12 SEAM METAL ROOF -- -- - -- -- - -- -- - -- - - _ 1 11 ;-� I1.t� i�iL�- I I I I o STANDING - i X11 a � _� il1: CUSTOM BR FYPON G EATS EXPOSED RAFTER TAhLS o I_I:1 ILl i 1. X 11 I SEE SHEET Al 1 SHEET AI5) i!L� � 1�-1.- I I I I I I I I I I r r MOLDING (5� 1' r III 1� 1 �L-L-Li_�il.��->�� 8 WD. FRI>=ZE w/ _ li � I I I - L� . 5 I/2" x 1 I/4" WD. BEtpkM I I III I I I I I I 11! 1 1 11 1 I I L _l L�1 L 1 1 TURTLE FRI 1 1 I �' " ��^�N�D�LY L LL �_ b FASCIA moi' LIGHT FIX. AND �I uL} WD. RAILING � pC BULB BEYON�pIL 1 RAILS 1 _ r �a�_� LLw !1 �1.��iL�a�1� �� I I �`-11 � � � � INTERMEDIATE 12 i i 1� I L J L_,_L �1� 1 I Y SHALL NOT AWLOO .t I L61 '' ll�l i. : ��., ,!r; '. 1 i�1� Q � ! 1 1 11 �Lt11 ; 1 11, I1_ � - AGE OF A 4" ch ' 4• � 1aJ1 ,1 1�1 1�_L�1-1�11_L,1 .1 ;1� L a I,_II. .L�- I 111, III I II II �11 I II r �� !�� '-LL1_._,_,-�� II i X111-I`. PA55 r, s 1 Q _ _ -. - � I ��_; I'.�_i I,.I. �_L�-1 � ,-L-1, _.1 ,� � I : I I I I, I._ __ .�� I<I�._�. L phi-� �' - SMOOTH 51DIN6 1� 1 _l 1 G L ,L1� 1 - L I� i : I I 1 I ' � I I I :I I I I 1 111I -�. I I_� i��>-�� cl >�,� (DIAM 5PI (TYP cit o I � I I � I I I! � � � l_1 . I :: 1i_a1 1.� L II �: ,'-11 : - h, -- i__ a I r l L, s 1,,_ !: �1 L�� i 1 1_L1 ,�L��LL M p+ 2-b ! 2"0/ 8 TRIM �L 1 - ---- \ I-._L1-:-I;_I� -L �� -Irl-a1,_,1�_,- L�_ �1� jlll 1Li - ------ --- r r �J_-I i_ �- .1 L� �- o I_I �u 1: 5 I/2 x 1 1/4 Ni BEAM OVERHANG O Ott 4 LI , i - �. I 11 1 �._�:J� l 1 : :� IIL.- 1A L, 11 I L 1-�1 _ I I IIS - I �1 �',: I I II - I ��i --L, 1 ,-1 I -. 1 � '1� w,-I j I I j - I I _1� ..-,1 l__i>- L1-._ _ ll,1 I ! I 1 ' III -`�---_----- - L I�, Ll-LI` I � - N OR �_,�!.�1.-l��Li..!)--. `._ 1.:-�Il �- (o Iw.1_1 I ;_i_li�_ U 1+-�--r y ,_. _ I__ -i, i _�1- CUSTOM HYPO .. �LU_L_l Wil. 11�_LI_ i 11 -., _ -1 --nt Lwl_��1 T5 �I I_ tl ------------- - fi D SPEGTIS BRA.KE _ ------ L - -0 .a +i+ , -- ------ � I GAL RE•NRN51 J I'! �i ill I NOTE' 51 SHEET Al .t - 11 _ - 11-r � t -L 1 I ELS - - BEA045, 1� - 11 _BRACKETS, -- _ ALL I -L_ I \ � i` I III __Lia 11 SMOOTH 51DIN6 r " �i -- �:�1 Ill 1 (� )�I 1�l I 1 8 � I� I� 1 13ALGONIM ARE FAUN T - r LA 2 0/ 8 TRIM 2 PIT it OC -L I } 1 NON gUPPORTIN& a O I I I � Q I pro I I :._ I : 11 I I 1 ' I I , 1 1 I I 11 1 I I 1 15 6 TUBE - O -1 12 " L 1 L_ l_ _ =-i_ L l L D6GK STRUG = a OC ,!LIA q WD. OR FYPON G� _ �. 1= BE CANTILEVERED A'IND rq a 12 l� n i'L�� ' ��i I —� 3 I/2 I , I 1 I i 1 i 1 I 1 L ._I � I L ��` I �I I � ENCLOSED � Q I I I ! III �� 1 - 1 r r TI5 1`i f --•'_111- -,I.v L-, - - ---- L-I_1 !I ,I 1! 1� ,�,.. ii -,1-�: � O o 11,' L I IL _,i I�� 11- 11-�I�� 1-11-.-' 8x8 FYPON OR SPf� - s`, _LL - adJ ill i a �j GO1.l1MN15 (SMOOTH) I I II lijI i1J, I4 I 1 ,: I x.11-- ._: 1 I I I I _�1,_!� 1 II La !-L__ 'L11: . L ---T --rte _I-t 1 I`. .,�1�C' 111 j 7 11 I I I I I_ ..1-x_1-1-IL O F-•1 I I 1__• i .I�-; — .� '�� ' _L J.I-- -, � I� �i--__ � ! -lr- ,., � : +, ._ _ I I 1 1, 1 I I � �, IL I�I 1} �.�. ;,... - I i '1 I I I � a1- _.._ _ � I,-I 1--r I I I SIDING I 1 - I (� : I I I: I,I I 'I i l I-1 I,-i�_�X11_�1! �� I '-�Tr I SHAKE ! i' I I 0� I I ��>� 11 'I �l�w�_, I .1-�� II II ! I I �1-1 IL , L,.I I II I ' III II _ � 1-L1-L_ .I--. x. L T' t� -.-L ON OR _ L s IL _. TOM FYP I I GU5 .. I I I I I : , � :, I I 1 � I I 1 I '1 I 1 4 51DIN6 �_. . _ I I II 1 1 I I i ----- � 17nr'v�r•• �I : ;.. �:._ ;.r � �: I � I I I -.' I Imo- -1 -— T5� 11 I - I 1 ; :1 , _'LL �>- --- __ SPEGTI5 BRACKETS 1 - --- \ I 1: ,_ I I 1 I I i_: � � FLAIR r '111RAL I II -iLl lam- I I I 11 11 I _ ,1 .. I L_I: ' I I STR'UG � I I Al I I I 1. : :''. , ;: BRACKETS _ =�tt L. SEE SHEET a �_ -1-1 t_}, i.:_: I I 1 I I I ._ J, 'r SHE I I 11 �1�-:_,, L l 1� !. _�_,-: , : . ., „ �: BEAM A 1 I .. I I I i L I I i I I I�_I_� -� II ,_ I, I I � � -� _ � 1.1 -' _ A'ND I -- I I III I I I i A SHUTTERS IN6 I 1 �� , € ., � %; l� L777i-j,_7= '. ---- : I I . :_ :�i,l HERMIJD FYPON MOLD i I _I-.�-L � � `I ! { ------ - I i- I .-:: 311 I b _ � ,._ � '' _.. . ._.:,_- �� I! 'I ��--L ''.-1 = FYPON TRIMI rl1- 1 _ H _ a 4 WD ML - ---- ----- -- - ----------------- ----------dJ 1 _ -------------- - - -- - �CrAL w I 1' _! . OR FYPON \ --- ---------T� SMOOTH SIDING ------------- 1 ' ' IM n 1 ,I I R�055ETTE TR �----_ I I I �I 1 _.-.-1, , 1 _ H j 1a 1:_._ -- 1 r 1 II V I I I I I I 1.LL-' � ' - , II 11. �1L_l �a., I ' I ' I I 1 I I I 1 I '11-;:_ "_'. -I �_:: �: �- t- iii-!_ :)1Ji!L, 1� � I I' I II 'I I ! I I I' ' 1I I t� 1 y_ 1-L1L_L_ _1 a.- 8 ' GU5TOM FYPON OR : I I , I ! �_= 1-1�_` I I I , i 11 ,I i_L_I: I 4 ! tl1 l�L.r•/ O „. ;-{_�. !�_ _,, . I I I I 1 I I i I l ;�-I_I, I. ,' I I - raPEGTl5 BRAG 11 _l, I IL-i 'I I I S I I I , ' , _.Q 1 - 5� SHEET I I 1 11 I Q 1� ,�_ _� I 1 11 I i L i, 1 i I �_� :1_ �.- 1 I I 1 I I I I I I 11 LI,L1a- I TRIM I : I. I ! I I III N I I I. �_L-, ,_ O T 5 , I I I I I 1.1�_1_�:__ .L o FYPON OR 5PEG I I I I 1 1_.._ 1 I I I Q I I . I ' `DOOR I 1 1 r l 1 -t_ :1 .1- 1�1. _ %%` r L.1 a r r 11_�l- ,-11 I I 1 I i :, I 1 �-L.-. L_1,_,-._n 12 l �L_ � , : I , -.�.1 L.__. I I 1 I I I _ 10 G.M.U. COL. N I I! I III 1 :_�1L -u-�-L- I I I 1 I STWIGTI�lN.BRACKETS FINISH o/ 10 x $: -,, _` I' L, J015T51 ' I �I I 1 I I J O AND O � 1 _�! 1L_-:� _u-,�-�, I; Js- L{1:;1-�-, �-L�_ I I g"� I/4 OC 5 I/2 l�,: `� + *- t �+ r ASD BFJiM AT ROOF - i { TURTLE FRIENDLY cQ s r Q Q @ * LIGHT FIX. AND BULB d M 5 xll I/4 LEDGER I, ' ! 5UMMER KITCHEN ' _ LATTICE o 1 IIIA 11 II 111 ,I O I IIII 1 1 I I a FI'd 0 a I I I I Iq.3s , NAVD 1111 I I I V V r -. .. '. 1 I VIII 1�_ __JI III I� r _._. I IIII L_ --FA _ p1 3 x1 I/4 FAUX -. i IIII I L --------� I,I — —— _ f AYGM1/ r//ZlVt l. W�Ri. VW1� O �liy ILS JO 1ST TA VENEER _ i - ..�. ----- THIN BRICK VER9� _ .,; r THIN BRIG GER III 4 LED -'- 2 x / INTED) 5 / A _=--- NA _ __ 1 (PAROEND • ENRAGE -- - , CANT __ Iq� NAVD TOP OF MAIN HOUSE -.------------------_ 6 (PAINTED) Q a O V¢IGK MOLDIQ -------- ------------ - a Q _ I-?50' NAVD IpCrF�RAT� AVERAfiE---------------------------=---------------------------------------- w r __ --------- s = I-i.11' NAVD LOWEST HORIZONTAL 5TRUGTURAL MEMBER W 4 THIN BRICK A T o SAINTED) L-=---------.- �A 1463' NAVD_ _ --=--- _--- -- --------- ---- --= _ a. Im II c, k gnu 9 r I 1 1L II u'l'II 1i--11 I 1,,_1 .'I ._ 11L�_L111 I_I-1,1 i1,-1 z I lU,: 11 1 n o is 111 I L� I II ,'-. 11 I_-, 111 11,1_x.1 - 11�_ I t. 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I I 'I 1 ,1-LL1 ! 1 o i .- .` Ju I h1-1 LL L: _LL %-� UA m �"- 5 I/Z �— I I j 1 �-L1JLli -LII 1 �L r ' i 1 J�' ll �� 1-: : THIN BRICK VENEER � �- !' t �� II b AT PIERS (5 51DE5 ONLY) WE �� •.. � � (PAINTED) . - a G.M U ESTATE Q IN kZ4 _ F n 5 _ ------------J ------------------------------------------------------------------------------------------------------------------------------------ ----------------------------------------- 85 } 'PON OR SPE rl5 GOLIArMS - —V ------ fwf1pON ------------------- vRAw,t aY= BYt ®TURTLE FRIENDLY LIGHTING FIXTURES; 5� ALSO 5HE�TS AIN, AIB,MOOTW AND AM �. ,t p I I -- 8/10 41 L A TADDITIO s jH I) THESE PLANS ARE DESIGNED Be IN COMPLIANCE WITH THE ----------------------- STANDARDS ESTABLISHED INGTION 628-33.00"1 sc'al-IE` I/4" = I'-011 ------ ------------------------- ------------------------------------- FLORIDA ADMINISTRATIVE COPF-' Fr ALL A I/A50E 'I A2) THE MAIN WIND FORGE R-515'Mll 5Y5TE -02 M5 ARE DESIGNED 4 83 " AGMUM DES 6N LOADS FO BUILDIIN&S AND OTHER 1 O 5 1TRUGTURI=S" TO WITHSTAND 11'lE WIND LOADS ASSOCIATED D' N WITH A MINIMUM BASIC WIND FEED OF 120 MPH. 3) THE GOMPONENT5 AND GLADIpIN& HAVE BEEN SELECTED UV'1f� �• AND THEIR USE INGORFORATl INTO THE DE516N AND SPECIFICATIONS IN AGGORDA'il`ICI WITH SECTION b R THE "MINIMUM DE516N LOADS FOR IBUILIN65 AND OTHER STRUCTURES" MENTIONED IN NOTE 2• A4 OF I COPPER CHIMNEY POTS - 5030 VELUX"°SKYLIGHT 2016" TRIM r12 0/ y +-5.0625 I 12 STUCCO VENEER 1 +-5.0625 12 -1 356 5TAWIN& SEAM I_ L:1L Q I METAL ROOF ------------------ u ----------------- > .1i 1A !LLL II !I � I 11L1I I EjP05D RAFTER TAILS6" O/ 8" WD. FRIEZE w/MOLDING(SEE SHEET AI5) h 1!,� LL 1 1 2-6 _ ' ��:.�-�J !�_�� 11,1_.. _ I � � El ® El � b FASCIA l- �1. ! I �_ �_ LL I L�OVERH a O �N�I I I NIRS I : _ _ ------------ - AI - - - - ------------ - -- ------------------------- ll1J L111� 51 _• 11 ° 1 1 _ 1LI _L 1 I » » L� � �)� - 5 1/2 x 7 I/4 M. BEAM III II �� I CLI�J1 L - »0/ 8 a L � �J _2 TRIM _lL L 1 LI_ - T OR �1 12 15 9 kAl ETS 12 _ Ll 1 1 i.LL )L:i l i .� .1 _ '� -J SHAIIGE SIDING OilD 5 I/2" x 7 1/4" WD. BEAM Al - ------ --- - _ _!ice' 3 L 1 Ll_;_ � ,I—�I I�-�� _ �1__ �l i�1 iJ �l 'I _ ,L,�L' -------------------------- - 0 5 I - �� I.1 `�t`��+i'u �.it L+ i~=1��.'r' L 1 ~-1-� `I I�L i-i`L M L 2'-b» OVERHANG - -- + + y ------ _ � F" (73 1 -— — ——— — ———————————— ,. - - X11 l l � � �. �a--}.�_ -- ------ o a TO `' qw WD. OR FYPON f- STANDING SEAM METAL ROOF V I!a W h EXPOSED RAFTER TAILS I !SHUTTERS 12 cs•,q �..� I 1i ,1 ' q" � 4 WD. RAILING � I �11 # I I �i 1 I �I '�� 1 � 4 = INTERMEDIATE RAILS 4" PC OR El IrT% ___ __ __ _ __ __ _ __ __ _ __ __ » » AI5) _ ' -- -- --- --- -- _ - ' I -;'�; x 1 - - --- --- __ b o/8 WD. FRIEZE W/ MOLDING SEE SFS 1 SHALL. NOT ALLOW - FYPON II � a O _ ------------ --- --- -- - ---GU5TOM FYPON OR TRIM L L ll_I >!_II 4s-,- ,L O i' - ,i O (I�m�OR MORE ;L� _ 1 � � ' _ � - a > �1ll O 4 �a 1 I ! �, DIAM. SPHERE :.�� _ �.» Oil SPEGTIS Crl'P ) u 1 a I I� � 1 J1 I � I I I I - - - '1 ,_)-1_I i�-��_ ,I_ �a. ._, i� _.t� -i1- �- 1--1:�1_ SEE SHEET A-1 >-_ � „- �-_� - � 1__.- ._�, � � 1:__ �/� I � 2'-O" OVERIiANl� I I, I: I � LL r: LF �.�__. .1. �J-�- Vii..,., it L _i' i .__1.-- I I � I: � I I '' 1,-. .-' .;-i LLQ L .. _. -L� --�L' I _. 'Li 11 1-:J. 1- l u LII ''' u 4 SHAKE �11DIN6 l 1 L » 1 1 L _ ._ _ BERMUDA SHUTTERS WD. OR FYPON - I� ,1 - it TRIM ! 11 iLL _1 i _, _ _a _LJ-.- I._1, I _Jy__�_LJ 1 l L 1L 1_! _ i_, GROSSEITE 1 11 t _ 1 a ' IOylERH1,W6 II I' 1 ' III III FLAIR IIr II¶IIy_i Ill Li_. � - I IMG III I 1 Iii : i'. L :'_L---i. i_. ;1^�_,. 1-IL- �.,_�_�-L�r - -- i �.!___ �IL_.;J J-�1 I -i l a a. _ ;may I�Li_�� ,1_ _.;!1 1� _ lr: 11 ,-_� � I L . . I 1. ,l L: I .. I--: II, i-. .,L,-, = I r � � � ..I MLD J 11�� _ dJ dJ I1 = u L FYPON r- ------------ — } — 1. ..-1. _ _ � I -i_.;I : L-L..i-1 _tel. ---___—___-- 1 r III ;_L_ �µ + — — -- +� ,'-..I'�,TI_:--ice - -------- � ir 1 1 1 1a _1i u_l � 4 WD. OR :�. }- I I I A ; ILL.1 I I FYPONTRI IaL� Li-1 SHAKE 5101N6 - ----------- ------ ----- - - _--- - -- - - ---=------------------ - I ! i 'I 'I I i I I �_ �i 1 I III - LL L 1L1 LI �Q J w U I: I I11 I II , - II I, I �Il 'i_ _ii-i1_1-L1L �1�- J�1J_ �I I ' "_ �ia ii _ LL Li ' 1 4 1 �I �-� :: - �a� , ,� :�� ! I I I SHAKE 51DIN6 _ 7 � WD. OR FYPON -11 _� .� _,..-_.._...I_, I Hill! 1 FYPON MOLDING I II 1 IPILL I �, i1� I ' I 'I I I I� ' � !' ''' 'I � I I �; GRO55ETTE I I I a 1 l � �_ �FLAIR CUSTOM FYPON OR b 1 MLD 571 Ib' a 5P6GTI5 ElRAGKET5 O I 5TANDINp6�SEAM - LI I' q SEE SHEET A? ———————————— —— _ ___ ___ _______ —___——————————_ : % ' L _r' la-�J—Lai.��L�ii-� -} * ++ �Ill I .. , „ I Lrt�l1_I-1 L� it �:J� - ' I ------------ —-- --- 6 " FYPON 4 Q 2 8 �'=� 6 2 BE THIN BRICK BEY 60 'II OR SPECTIS COLUMNS (VENEER p IA NTED) 1 Q --- Idi NAI Q Q ------------ --- — — ---- -- ------------ --- TOP OF MAIN HOUSE SLAB Q -_- . --- -- --=--- ---- -- cv ir O --- --- d� Q'-1 1-130' hoillilli INTI -- TED A---_ --- --- 1"150' NAVD INTEGRATED AVERAGE ____________ 1750' NAW INTEGRATED AVERA I THIN BRICK ____ ------------ - - _ ---- - ------------------ QQ ------------ ---� -------------------- I THIN ICK _ 3 t --- --- Iq ----------------------------- - - 1' ----��--- ----- ---------Ilf-l' NAW LOWEST HORIZONTAL D o 1 ® --- --- I (FAINTED) I O STRUCTUAL MEMBER vi I (FAIN ) I --- -- BRICK MOLDING --- _ _ _ _ ___ 14_85' NAVD 2"O" THIN BRICK 2'-4- F. '-4" o ------- ---- ol ---- ---- ---- ----- .- WQ _ _ ------------ ---- 1 ---- ---- ---- V - _=-__ L4.�'�'1�AYIZIQP_O� E .(fSILL 5-8" 14 THIN BRICK LOUVERED PANELS LOUVERED ENTRY GATE (PAINTED) ts 1--1 6 ,AISURROUND BRICK MOLDING �� T L T ca� i ,' Ii I° � o .O= Cob4111-23/q," � W TO 'BEAM N E: E V A 1 0 » 12 12 +-5,0625 F +-5.0625 STANDING SEAM METAL ROOF I TURTLE FRIENDLY LIGHTING FIXTURES - -- - -- -- -- -- - - - -- -- -- -- -- -- - -- ------------AND BULBSL L Lir » » - �11�LJ�u>�L1 I - - -- -- - -- -- - -- ------------ - 6 0/8 Wv. FRIEZE W MOLDING(SEE SHEET AI5) - b" FASCIA 12 - - _1 1 LI 1_ 1' I I I x 4 ' li!_l�l II I;_L I L1JLL � 1 !ISI II I.LI l " I ------- _ ----- - �_ -1, � �I �� I 1 ; � a I I CUSTOM FYPON� � _ OR 4 5 1/2" x 7 1/4" WD. BEAM EXPOSED RAFTER TAILS mUAI Ll I' n L 1 L!L1 l ll L11 �. J_ _ SPECTIS T AcacFTs - 11_.. 1 -SEE 5HEET A'71 _ I I' II � 1 I - ,_ .LTJ '_ice J �� J L_- ; m uv 1 Oa I i I o 12 I I __ - 11 LL -- - L'1_717-711 1�lIT,�� I; I I, I -�: a"`wD.'OR FYPON - • -- �, C I TRIM SMOOTH SIDING _ �} 1- I1t455ET'i'E 1 iL 2"160 TRIM OVC-RHAN6 5 i l J- 1 � Irl I�w+ fes ,- �� I I i_ GlLILL-LL11 ti - - --------- - - a ! - ��'6" a TO _.1 L �ELLI IGAL 4" WD. OR ! I ��_«._� -LLI J.. FYPON TRIM 1 • .. 1 L It�ly`-LL L 1 ,I� - R N -I - J�.l I. �.1. '..Li1i �I - L'- 1 I ;� STANDING SEAM b o b I _ LLQ _ 1 1 ISI METAL ROOF 1 12 w/ I (SEE SHEE I AI5) _1U 51/2 11/2 6= F okl A 12 1 �� F 2'-0" OVERHAG(TYP NE0. T 1U _� 4 _!YJ-L J_1 Tilt l = ON � IL1 i L A 11 - SHAKE SIDING --- --------- s' - _L O — .. � STUCCO VENEER L. -- ----------- __ _ - -�'��, - III x FYPON "TIS, u�� _ x �i _ I , CUSTOM FYP01M OR -- __---------- __ --_-__-___=' 4 SPECTIS BRA(�CETS � — - `�' I I 1�Li1' '' � I I � 5EE SHEET A7Lu 1' 1 NO. RAILING I i - � i I I INTERMEDIATE RAILS WD RAI INC I L .i INTERMEDIATE!RAILS LIM ! q, " OVERHANG(TYPE SHALL NOT ALLOW 11 8 = SHALL NOT ALl-OW i I = PASSAGE OF 4" o1H (102 mrn) OR MIRE �0 _ - 1 � �U L '_ II 1�1J 1 L (102 rrrn) OR MORE 3 - ------------- - PASSAGE OF A 4" 1 ! j BERMUDA �, - ' SFU1"I'ER5 ' DIAM. SPHERE CTYP� DIAM. SPHERE (r�rP� 1 I d �� J- 1 j 1 1-11-11 s Ll Li -� V V Q ' I _ OC 1 SHAKE SIDING -------y--- - I_ » FYPON OR SPECTIS TRIM SMOOTH SIDING 1- _ oN T�RINIL Ll��l ' SHAKE 51DING AND FINISH o/ ELLIPr1GAL O 'I, 1tu FLAIR o/ 10 xl0 G.M.U. COL. L it ,SIL-il- WD. OR FYPON ,I 1LLLL1 I I Li I- I�, rJ LI�I�L �_ I_llCFiO55ETTE TRiM � i1 _L' •—FYPON MOLDING2 Lw-A1 I , MLD 571-16 D _ +II_ _ _ L I �� I L V . �.. 13 2uj - ----------- _ 4 . p� THIN BRICK Q O Z VENEER 4 LATTICE _ dJ " BEYOND _ (PAINTED) 4 SUMMER KITGHEt� h O e Z � O LATTICE TURTLE FRIENDLY Z X c LIGHT FIX. AND BULBlu `l ~ THIN BRICK x 'AYn 1 ® I LOUVERED ENTRY &ATT= _ ___ �/ - VENEER - ` - - ---------- __ _T �_. •._ - .----- -- - -- - . - _ TOP OF MAIN HOUSE SLAB BEYOND ; ; ('PAINTED) lu — � !L 4 CII OI'' $I CCCF-_--------7C--i1 IIIII CCFCF=--=-_--CC1C II1II IIII II — --1 I III1I1IlI1I1lII1I1II1lI1jI1,In!ASll LC-L---=--f- -- j(IlI1IIlI1IIlI1IIlI1I ,III I I � - BpRd�IGIG _ Si BEAM I-- •-- 111SO' NAl INTESI ATE D A rfpsI HEAD __ ____________ _ � Ic m — — ————— ——— —————————————————————— C__ J IN, IIII I --- 71' NAVD—OW--T FloNIZONTAL THIN HEA^ a DOORS SUp�tp�OU D STRUCTUAL MEMBER � O I C--C I C--C 11 IIII C__-- 11111 , I IIII 1 I SI�RRO � �1^ I/y .71�{/IVWVIIW H-- I� 1 — �® 1 Illlj 1 t____ ] I\�!�� 1 (rAINTM (PAINTED) /p I C--7 I C==C I s 1 1 11111 L----_ ��•..' I 11 ) l O (PAINTT�) (PAINTED) �__� TLE FRIENDLY III ----- II J I 1 I BRICK 14.83' NAVO - --� _ ' ____ h4fOLDIN& BRICK MOLDING I 1614'r-P Xr-AND - -- -r r- -r----- - I C--7 I C--� I - BRICK o�- - r h LB BEYOND i - J i L---- 14._55—NV TQP QF 0iWA�7E SLAB 21-40 1 ----------J' __ --------------------------------------------1—--------- ----------------- SILL B�7D�"f�1� rF -------------------------------- --------------- -1----- ----------------I-- J-�- (PAINTED) F 4 5'-8" 14 ® IG TURTLE FRIENDLY LIGHTING FIX"R€U�� AM, SEE ALSO SHEETS All, AIB, AND A �' � I 4'-25/4" ITION�J_ 71 8/10/II TO BEAM 1) THESE PLANS ARE DE516MED TO BE IN COMPLIANCE WITH THE Iq STANDARDS ESTABLISHEID IN SECTION 628-33.00'1 SCALL: 141, c 1, Ou FLORIDA ADMINI5TRATIVIE CODE. 0 2) THE MAIN WIND FORGE {�SISTIN6 SYSTEMS ARE DESIGNED R T A R E A 5 A I N. IN ACCORDANCE WITH 519-'TION b, ANSI/ASCE 7-02 4783 "MININMUM DE516N LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5" TO WITH5TAND THE WIND LOADS ASSOCIATEDRE*A5W- Fm A T L E T WITH A MINIMUM BASIC WAND SPEED OF 120 MPH. 10/2s/1111 3) THE COMPONENTS AND CILADDIN6 HAVE BEEN SELECTED AND THEIR USE INCORPOINLATED INTO THE DESIGN AND 0110*6 NO, SPECIFICATIONS IN Acr,O?RDANCE WITH SECTION b OF THE "MINIMUM DE516N LOADS FOR BUILDIN65 AND OTHER STRUCTURES" MENTIONED IIN NOTE 2. A5_ of I cl f:- ;� �a COPPER CHIMNEY POTS -200/ 8" TRIM 12 �� A 12 - 14 12 �� 4 I - STUGGO-VENEER -1 4 X YL 3 STANDI SEAM - --------- - - -- o METAL III � o l ------------------------------ 111 12 4 1 1 .I I I I I l i I j CUSTOM FYPD- OR --I I SPEGTIS BRACKETS O I VC. RAILING L 11 , I 11111 l I_I - I SFFFF SHEET A'i INTERMEDIATE RAILS J��1 11 JIU I SHALL ALLOW - L i JL J LLLT-NOT Ii �. xI ,L.'', -� - I 11 I " L1i - 111 ! L L OVERHANG = " . BEAM OF 4 � F ' �I � 111' ' I� I �5 PASSAGE ' J y 1,1 ii i! �__-tJjT _1L 5T1JC.G0 VENEER - � 11 �1� 2'..b= . TONERS 5 I/2 x ? I/4 WD (102 mrn) OR MORE L � LOLL L �l_J ! AM. SPHERE fTYPJ _ . I � _L _ L l 1 � i_ 1 ISI Iz+ x ---- Q ILLL iL 1 DI O OC --- --- l_1 - _!I �1! s' ,_L _I �I�� J� ---------------- -'._L_1- _„�_L L,1__1 1 1: _ ll__�. L. 1, _moi �L;:- �a i.a _i - SMOOTH SIDING � ' d = 11 � i111 �1�11�1 1� �r 12 . h1 ' L 1 I ' I I i, � 1 .p 1_II _i t LL L I l - 1 Ll i1Ll''� )-L I_L_h1_m__L _1� I l_ L�LLILL1 O I O �_rLl I I .1_ - n i II1I Li II i! _: 1L '� �I L� I .i�_i� _� �� 12 7 LI - 1 LL _ 1 ` Ill J lJ o �i _vI L Ch1 l I, li _1L 1 2"0/ 8" TRIM o, �� I .� 11 _ _',�1L1�.1�1 iL ti�1,��_} �1iL� 1 ��L ch � 1_,. w- - L�_r_1 _ _. �'-`-`- _ ° N 12 Lig al.11 -- , T .. L - 6" o/ 8" Vim. FRIEZE w1 L I1 t~ i w/MOLDING(`. SFEET AIS) 1 I� 11��1�--1�-i._ .1�1 w 4 WD. BEAM 1�.,. - t. L_ _. I . \ 1.1� II-_ Il ',; 51/2 x11/ 12 _ _ - AILS l 3 I/2 �._il III (�■ FASCIA I 1 h �r,-r t I-I -------- - - L .r 3 I/ = I I i- S _ �l. �1=- T -_ , �__ + I7 , t_+ - �!-! _ �l��l-� 111 EXPOSED RAFTER II --� w a4 - ii-.. I. _,a._ 1�.i --., 11 'r.I� �- 1 �I �- _ r �,_ .;`-_ - - -� ,1 1-'-1--1 i -1 a- - L_ y _: n 1 i h �_1 LIT L,LL lr ,[il.�� 1, _J-L'�L. i'. I I' �I I-L� - i I -��i 1 1 1 1 , _ LILIL . Q I � I = I I I I Ii I-. _ ': I �l�_ - 5 ' _I -,j- -` ��_ t� _i ---- ---- ---- -� 1 x � I .I I I I I I I i u L.I� �Li_L�r-� 1; I I I I I j l ' � , ��_� � ! �� X11 �- ) IJ�,i �I I, .III , i I Li�� u-1.;1 - 1L.� ■ 1 l_ L� �� -- -T--- TURTLE r �a 1 OR FYPON - Y �-L�-iI I_, 1 a N� J-L1, � I I I ; I� ,-_ � ';� ,. s r�-- -- FR IENDL I II a�- 1 � I I L BEW�JDA_L, _ - _1L11 1�' cRossHEAD � b IGHT FIX. AND I I I L 1 '1 a I. �_�_._:. .-i_�_!, � I j i I - � I i_ 1- �, r ;-,.-_'. � .-�1 J, - I I I I it I 1L��-�,- : _ � I i � 1 I I 15 Iii �_F �. i _ I � I I� I - I.x � �I I I � _,,I � i � � '�. � � •� I 'I I 1_�.� 11 _,...._�r .� i_�,-�r� i ,;. '�. � - - - �� I '' - I ', i I " BEYOND - - I 1 1 ---- - i 1 � 1 BULB Li s w - i 11- - 1 1_ 11..1._ 1 LL _,�.1. 1.1. _. II ! ' I O I j L;- 4 N1D. ORI I I {1 1L�_�_l.� -u-- � I 11 - �' , i_l. i I ., �.;._,l ;�_ ._�_,._ .. -; I I 1,- I� -: .� ._:_� s I L � I I i I I I � I L r r 1 i H. TRIM _r TI5 dJ � - L_ -ly-1, ,L l . ON OR SPEC -- 8 x8 FYP L!_ 1 _ �. .. .. i_ ;, �- _ I I I !L,�- �-�--- I I o' � I 1 ll �! I I 1 �. 1 ! FYPON 1.11 _ •1 y LaI .' (5M00T7•U .� I _ I WD. OR I I �-]��a_1-L L_ IJ-- I I I I I I' I I 1 I I I I �_,� O I-� I I I I � I ' 1 I � I 11 I i 'I I I , :1 I l -1._ -_:. _ _i I Q GOWMNS _ - �, L. . . 1,. O GR055ETTE TRIM I . O 1�._-i - � I 1_i1_ I �„ .: I I 1 i i� .i1 �I l _ �rLI I_� I. L 4_ � i I I : I I I' I r I I 1._-1 I I , _tel L - 1� _ 1_: � I I I IL�LlI � I I I I I I' � j� I � . , _ � �� I OL I _!� I I I I L NOTE I I I � I I I_ . -, 11 � � I � I � _L� � :_: O 1 .1L i : I I I I I I I O i I I I I I Q S I I ,rti , -.-- I 1 I I `I -Il l _ 1 dJ ' . _l l I I I I i Ll_L_L - I ! I i. TS BEAMS, I I ,I I -:_. :._: ��_ �_i �L_ �1 ��_.:_ I- BRAGKE 11 . . . _, 1 _. I I I I i __L�L�i-��- �L I SHAKE 5 a1_ I F ' �:L , I I i i I .: ALL I �, � ��_r1 �- � _. � I I I F--1 AT 1 I I I 1 I , ILS � I � i I - :,- . JOIST TA I Y I 1 i_L I I-u �._'.1 -ILL I 1 I � I I : 1 8 AND JO :_I : Q i I I I I � _ILLS: I L '--- I i I i-I �� . �. I �I : I � d1 L�-�w r - _.} SIDING _ - u r. � I _i- L1-.�� L_�� ii_,��, � I I I � SHAKE .__,11,__x. ,1 I � � � I I � I I L�� A'' -_1_ w ws _I- - AUX I' I I, � I I 'I �� I �_._�.,.r--. � � i � � I i � I-�, i '' ..�-,. �".�_1: __ i I IES ARE F � I 1 1I. I I I I � I I �;_ LLQ-r ,t_�-._�_� � I I I I I I I '. 1 � I 'I' I I I I Q' BALGON 4 -L- I 1 f� I I I . I �l� _�:_ll�t_�a- � � I I I I �I FLAIR I _ l, r Ll I �l-�._ I I 1�,�.L-�._1 _{r- I � � � I I � I I I I La � I : i I I moi.- �l ., ., .' L1 .. .. .r- I ORTIN6. I � � � I I I. II I I 1 1 II L I-; �L ;� I' TO � I I I I I I I L: I I' I 1'1�_I __,��L_1_r_L: �: ,: .. l , ee TWJGTURE 15 ._: tl I I I I � I � � �1�-L L�L1L� a u u ..�: I I I I DECK S � � 11_ 11 � � I _ t- 1 1 i I I � � I I , � I : I I I I I __ „-- , I I i I�_, 1; I - - \ 1 1 _:_ I ' �-,__ � 11. i .� i_�r1-L. Wit- + - '1"` :.: ._. _r..,_.__ 111 � 1 1 _... is I I I i 1 IL,.E1/ERED AND : , ��_.�. i:.::; ,,i. .�. --.. � � � - � I � I I �._�. '��.��--�L. It i I i 1-' N � � � :I i ,..1.-. _ ..,_ -}--.,. i = I I i � ;.- .�, BE CANT � �L�1.1.L_�_r�_._ "LL 11-L.,�-L_r 1�- 1� .� + fi +-I t-t I I I I IqL�'�r[_ -- - I I tea_ i-.- •_. ' � � ..� � �i ,_.. � -✓- i+ +-I^ �'* I I I �'�, -I I �'f.'i l.,,_ ,_i I i._�L _... __ -_1-._�-_ I- . � i I: I ! I ! I I I .._�.:...� .-, .- t. � i. � � �. Li.�� 1i_ __,-L_� _ � �-+_- _- 1 '..�. � _ i -il_�-� r i;--; ENCLOSED v._ _I+ -- t 1� -t - 1-<-a __L.- _ :. - ++ It-'t :1 a I �-i�.-L;.-�._� �- ., - - I 1 I - {+ - � -- - -- I Y., _L - I I I I I I I �i_:_1-� 11- : _w. i � i I , I I I I I12 w --- - - J�L �� 1 -- - __h_. I,I : - J-L�L-'r_._y -J-L.� -u-�- i i � I I i, i, I 1 � -i.l_�L1J_.ii_{J -1-LS,._a.L la-_I._L 1� I I I. I I a - ----- / � ' 'I 1 I II � la i - 1 w. 11 'i 1 1 -1�- --lL_L ,a „1. a '-,_,: ; I I, I I1 I I L I I I b L V. 1 1� u_ ��:_{, a I I l-L_ I I I i1 I III I �1 �_r .. Ii I ll� - 51/2 5 I : ;�. I I I I I 11 I x.11 I I I -, 1 O DOORS I I I I HEAD a \ 1I r 8 p1 - ,, 1 ., 11 1 I I I I I I I -i NTED I I _ - ' - - AI ) I I _ I. i I I � 1 --- I � I I I 1 1 -- � II I I II :1 I I I I 5 - - - 1 II: I 1 -' - - a� - - - __��-�_.�-�� .L I I I I ` TURTLE FRIENDLY ( - H ., LIGHT FIX. AND BULB : Q - �, . ,� TTICE THI- BRICK LA s b - VENEER o _ _ Q _ _ - (PAINTED) o ircla Q .. ' U , - 1 : CQ �y _ 9 d _ r s , Q b ---- �. - - -- -- o -- -, _ -=---=--- _ ------ vi MAIN HOUSE SLAB --- - -------- ----- - 4 .. s 14 .55' NAW __ TOP OF ----------- - ------------- /� a _ - - - liC------------------------------ -----------------------------------j H I-- -AVD I#NTEFRATED AVERAGE ____ ___ TI.11N�R1� ---_ o _ I ------ -- ----------- (hAINTEL>) ed - - --------------- -----------------------17.17' NAW L�5Y5T�IORIZON'fAL------ ---- - ----- P`RAT'E - I L_ � I Q I 14 3 NAW � a4 -------=------- -- -----------------r---------------------_---------- STRUGTUAL MIENIBER -------------- BRICK NIOLDIN6 -_- _ L_-, I h 1 ---- __ I _,'�3' NA TOP OF 6 THIN BRICKbo J --- ----------------------L-----J- ------------- 4. p SILL (PAINTED) IO W h ti Lm 1E A T 1 0 N. GOpPER GMMNEY POTS 5T0000 VENEER X0 zg;11�1111111111 12 /x /r / " TJNR'n-E FRIENDLY ' LIFT FIX. AND BULB RAILING EXPOSED RAFTER TAILS / / j% '' /' /i' ij,j/� ,/ 'j /,;!, /,//,,,,>,, - / � � 1Ni'VfE�RT-WIATE RAILS Orem S AL.L NOT ALLOW i 'w' I P_55A6E OF A 4" 5 I/2" x 11/4" NO. BEAM ONNER (1�2 r. S I- MORE ❑ HALL 5 BA 1�Ga-� IyIIAM. 5P4�RE (TYPE 12 a0No 41 8'-O'" GEIL. a'-0" GEIL. _ • / Q VLT. TO W GEIL. O r _ EXPOSED RAFTER TAILS 5 1/2" x -1 1/4" NO. BEAM dJ 8'-O" GEIL. ------------- - fin------- 1 /-,'i/. ,' / / ----------- uj iF 63 (� j / ;j; ii ', ';//' / NOTE' tv ' %�// ALL BRA4 KET5, BEAMS, !-.1 AND .1p1k5T TAILS AT Q BALGO4IM ARE FAUX NON ,L*PORTIN6. _ PQL ' 12 ' LI �I DECK �RUGTURE 15 TO = Q 5TUDY 12 -� 3 I/2 BE 04 DA SHUTTERS BE(LEVERED P`ND �- 3 1/2 H _ �/ � '�' ROOM 4 II � - N�1l. 2 STORY GEIL. - - > PLUS STEPON. ''' 10'-I 1/8" COL. 10'-I I/8" GEIL. O s 4x6 BEAMS // /��. %�/�j/ 5 DIA. SPIRAL STAIR - BY DETAILS IO NID• Rp�IW.IN6 .` .` A.H.U.. SPACE Q FURNITURE KIT O V V PLANT O p�AI BY • SPACE BEY __ 4 GAB. DESIGNER / //,//// ou I � Lu M JE11 -------------- ' �" OPEN T GE I ❑ ❑ ------ \ BE L1 IL / / / q--©�GEIL. 2 5T GEIL. lu MTA - BY O _ -- -- GAB. DI� � Y TURTLE FRIENDLY x � LIGHT PIX. AND BULB '`4 L4 -� lu 31/2 12 y�M� �00� m � � 8 STRUGT1�iN-BR/�GKE15 � EDp(-- - MD EEN�1 AT SEED ROOF = / a'-0" GEIL. - /7-0 �, �) / 4 a'-0" GEIL. O O •�� ir all-On IL CD -4 7- ILI -LATTICE 11-0 PLUS TEPDcw�1 Ici NAW �j /� THIN BRICK VENEER PAVERS o/ CANT. GONG. DEC -------------- TV V (PAINTED) _ CANT. GRADE O /� //�� Y I"f S0' NAW 1 r"11N BY: V l'� � I HANDRAI 1a.33 NAW---------=-- Q TOP OF MAIN HOUSE SLAB $G�H � = PLUS Gl O O . GONG. STEPS w AND STOOP V 17.50' FIAVD INTEGRATED AVCRAvE _____________________ Gt�G1GED BY= ----------T�.fl�NAW LOV�T FTOOftTZO1RTAC BTOt17GTlUIli� ---------- ®TURTLE FRIENDLY LISWIN6 FI%�'S, `• E ALSO `QTS AM, AIB, AND Ala _ 4 s VATMv8/10/II ' p ADDITIO 4NED TO BE IN COMPLIANCE WITH THE 1) THESE PLANS ARE DE51 _ n 6 14.8_3' NAVD -- _ ---- -- ----------- STANDARDS ESTABL ISHr_D IN SEGTI ON 628-33.00-t I�4" = I�"O�� 3NAVD TOP OF 6ARAEsE SLAB FLORIDA ADMINISTRATII� GODS. 14 3' 2) THE MAIN WIND FORGE jRE515TIN6 SYSTEMS ARE DESIGNED ' IN ACCORDANCE WITH §E-TION b, ANSI/A5GCT� � 4.783 "MININMUM DE516N LOA1P'5 FOR BUILDINGS A ND STRUCTURES" TO WITHSnTAND THE WIND LOA05 ASSOCIATED WITH A MINIMUM BA51G' WIND SPEED OF 120 MPH. 3) THE COMPONENTS AND GL�p� O V EB EESN SELECTED DW6 NO: AND THEIR USE INGORPVii ANGE WITH SECTION 6 OF THE "MINIMUM DESIGN LOAD�5 SPEGIFIGATIONS IN ABUILDINGS AND OTHER 5TRUGTURES" MENTION 1N NOTE 2 El Ab I at ........... , 1 i i As DETAILS CUSTOM FYPON, SPEtTIS, OR WOOD 3 21-4" /2" /2" 9 12 o62s FI s ygL —� +-5.062'.x, b in s i3i$1 Mi v , ON 7 1 N _ BRACKET U %j TOVIERS,EAVE OVEi? IAN65,5FED ROOFS,AND BALCONIES OCEAN SIDE Ist FLOOR BALCONY TO NON-LOAD BEARINr7,( XGEFT AT SHED ROOF CONDITIONS) NON-LOAD BEARING Z, VLT TO cf) U N I F. °D A TIG H---I Ile NV 8 n -- I I Q =4 � �s � � Q O a a in 0 fn N -' 0 IV NfA r--- F _ - _ DINING -� II BEYOND 12 _ T � ail 4 I II II l `.J i s s I a N " N N s l p i - , I HE 51-6N N N — 1 N � I O 101-I I/ GEIL. I � �i BRACKET BRACKET r 00 00 � 4 �I D TEMPERED 6LAss - BALcarY NO3 6AwASE HousE OM DWc LOAD BEARING ---- // WINDOW / RAILINGSOUTH - LOAD BEAWN6 -- DDD ❑ i , , / /7/7 ------------ -L� ENTRY 1— N VARIESExlml CAN . ROOF ------------ ABOVE - nW OF EWADSED _n I--I _ ANLIVERED DECK Al 414 -it SEE aBlos. 1 I C Qi _ GEL BEAM BEAM c r/ ROOFS AND PERGOLA o LOAD WARNS o 9 ICIM' NAVD -------------_-- _-_-- —TOP OF MAIN HOUSE SLAB i/ I'150' NAW INTEGRATED AVERAGE _ �n � A ~ AAA" A9, FAA --------------------- ------------------------------------------------------------------------------------------------- -------------------------------------------------- — -------------------------------- _ --------------------- ------------- rl.1-1' NAW LONEST HORIZONTAL � it ® _ _ _ " cit $3 STRUCTUAL MEMBER - '� tom- _ tom- tom- C N r' °D,4 2 '+ E3 (�—BR—AC_K_ET FAUX J015T TAIL J015T5 ic 5 5 5 E 0 T 1 0 N E3 BALCONIES,4ND GAN p FLOORS BALCONIES f'ERWLA NON-LOAD BEARING NON-LOAD BEARING 5TUG60 O FRAME kk6W ro ALL STUCCO APPLICATIONS SHAD COMPLY WITH THE RECOMMENDATIONS OF THE PORTLAND GEMENT ASSOCIATION, ASTM STANDARTDS - Ca26-aba,Ca26, A2.2.2, Ca32-08, C1063-08, GI328-00, A46 THE FOLLOWING 1) DIAMOND MESH LATH WITH 6RAIbE D FELT SHALL OVERLAP A MINIMUM OF 2 INCHES. LATH SHALL BE ATTACHED OVER SHEATHING WITH FASTENED THAT PENETRATE WOOD FRAMING NOT LESS THAN [INCH AND SPACED NOT MORE THAN -1 INCHES ON GEWrM 2) LATH SHALL NOT BE CONTIN1.04a THROU&H CONTROL JOINTS. FLANGES OR ACCESSORIES AND SHALL BE SECURED TO THE FACE OF THE PLASTER BASE OF NOT MORE 'DRAM 'T INCH INTERVALS. FELT TO Be INSTALLED BEHIND ALL CONTROL .JOINTS. S) EXTERNAL CORNER REINFORCED SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS. WHERE NO EXTERNAL CORNER BEAD 115 USED, LATH SHALL BE FURRED (UT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FRAMING SUPPORT ON FRAME CONSTRUCTION. 4) CONTROL JOINTS SHALL BE INWALL.ED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NO"r MORE THAT 100 SQUARE FEET W10R. ALL HORIZONTAL APPLICATIONS, IF:, CEILINGS, CURVES OR ANGLE-TYPE STRUCTURES. THE DISTANCE BETWEEN CONTROL JOINTS SHALL, NOT EXCEED 10 FEET IN EITHER DIRECTION. AT A MINIMUM, A CONTROL JOINT SHALL BE INSTALLED. AT THE CEILING FRAMIN6, WHEN;iFURRIN6 CHANGES DIRECTION, AND hWERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE (12. AT THE BASE OF AN EXTERN yrAL,L, AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE). 12 12 5) IN WALLS OR PARTITIONS, DOOM,}=RAMES SHALL BE CONSIDERED AS CONTROL JOINTS. +-5.0625F -] +-5.0625 6) FOUNDATION WEEP SCREED SHALL, BE INSTALLED AT THE BOTTOM OF ALL STEEL OR WOOD FRAME EXTERIOR WALLS. THE NOSE OF THE SCREED SHADE BE PLACED NOT LE55 THAN b INCHES ABOVE RAW EARTH OR 4 INCHES ol ABOVE PAVED SURFACES. THS WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY DOVER THE VERTICAL ATTACHMENT FLANGE AMID TERMINATE AT THE TOP EDGE O)F THE NOSE OR GROUND FLANGE. PLASTER THICKNESS FOR S ER � STO SHALL BE INSTALLED IN GOATS OV : FRAME TRUOTION: FIRST(BROIL COAT 3/6 INCH THICK SECOND (` TGF) GOAT 3/b INCH THICK THIRD (IIN1904) COAT 1/6 INCH THICK. b) PROVIDE AN EXTERIOR SEALAMjT. 5U I T SITTING - / = VLT. TO a' GEIL. HEAT WeLO UNI ii 40"x24" f CORNER f 9REIvLAjrE U N I F. ATI I G D.V. 6A5 A T T I C LuQ I tR a E: LEV8 Colo. — Z JU v VA u, < oz � OT - -1 � zO JU ooh DRAhN BY: KBC/DH/B� ®TURTLE FRIENDLY LI6HTIN6 nxi uRES, SEE ALSO SHEETS Arl, Alb, AND Ala 131ECIGED By' ADDITIONAL NOTA PATE' 8/10/I 1) THESE PLANS ARE DE5I&OW TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHEID IN SECTION 628-33.007 SCALE: I/411 a I i_Ou FLORIDA ADMIN15TRATIVC CODE. 2) THE MAIN WIND FORGE R0515TIN6 SYSTEMS ARE DE516NED JM IN ACCORDANCE WITH 560TION b, ANSI/ASCE 7-02 ` 4783 "MININMUM DE516N LOAD* FOR BJILDINC75 AND OTHER STRUCTURES" TO WITH5TAND THE WIND LOADS A550CIATED , WITH A MINIMUM BASIC WIIND SPEED OF 120 MPH. ' 1111bM 3) THE COMPONENTS AND C,i_ADD I N6 HAVE BEEN SELECTED AND THEIR USE INCORPOIKATED INTO THE DESIGN AND DWB NO: SPECIFICATIONS IN AC,CpIRDANCE WITH SECTION b OF THE "MINIMUM DE516N LOADS 1FOR BUIL.DINC75 AND OTHER FF i STRUCTURES" MENTIONED ;IN NOTE 2. 1 -7 OF I !t_] as O z c* � CQ a M 22. a a p Q CUSTOM FYPON OR SPECTIS BRACKETS Z 5 1/2" x II 1/4" FAUX BEAM 0 POOL EQUIP. CUSTOM FYPON OR lit SPEGTIS BRACKETS 20 KW GENERA 0#0 O -- --------------------- nrn11 � . FLOOR ABI��E I I� 12O r -T-r T------TTCOD T 6B --------------------�- J GONDrI GOND-2 -5 2b16d7 DH I I 112860 -- ------1 -- 'T --, I-I-- -TT-- __l' I I I I I I I r- I ICANT. 2BAI;.CfON1�' I ABOVE I IL [New �,I ^ CANT. 5A}LON1' fci N ---------------� � I 1 1 1 1 EQUI - 101E 1 I I I 1 1 II II x 3 ; C ARAC C U ST may/�/p/y� /gyp K r I I I I I �/•� 1 1 1 i 1 1 N GU5TOM FYPON PON VIS �I �1 I W-O" 0EIL. __ .40) 3 I . 1 — i I I _PAVES o� �../ t &AB AND ' 4 s W SPEGTIS BRACKETS a. �==i � ;� I PLUS STEPDOWN $� 2 I I GANtI�+-��-^��F --- 1 1 TYPE X GYP. BD. GEE�IL• a-0 GEIL. t n n n I =1 rl GYP. BD. WALLS " 1 I I 6RAb� BEAM(-- D•C v T �t v--I-I---- --I h r `--TT�-----t+-�� - I I 11 I I o � r1-{--------I-I------- I I I x --}�� I ---- � ' -'$ I FLOOR -- -- 1 �` V lot r i t I lie 1 I I 1 I I I I d z 1 1 __ ___- ABV.— ------------------ - I ISLOPE I I I m r 1 _ GONG. BEAM ABV. _____ I O I L I I I I I I I i I I N I-----�---------- Y WALLS 1 1 3 1 TO O.HD. L 1 1 foo 1 8 G.M U. BRAE-AApK-AWbI TY�P�./�h�.t�FLWI� OF CAR (]�� 1 T- ..�. I GARAGE •1 X11 ` --------- 1_L .Q -_-------_J 1 r/ ROOM --_LL__-11_1-IL1IFr__' �I I I I I I a-0GEIL. I I I A -- �- -Ir SOUND INSULATE WALLS CEILING r- o 't-----t'T__ , , �y�p�� PIERS T , I 1 1 Ib"X16" POURED r--i I I I I C=_== i I LJ I I � W TO PILIN65 BELOW q � I 1 I - I ICE - ►+ I I I I -- r r-- -- I I r- -1 AND INTERIOR ENTRY DOOR 1 .1 HEATER�I -- I 1 D 11 1 W l j �\ pp �i MIR. ry MAKER . I_=J �� p I ��- J TRASH STOR AREA L I I I I �.J� 1 FE 5 1 I SLOPE r--, Rt SH. Ilan SLOPE O 1 I ---%_= 1� 5 a'-0" GEIL. -- -I i'3 I/�2" O a''..Oi[00 C I• �� - u/c FL I To EXT. I I 0 I 1 ,__ CLOSET I REF. GANG'. BALGONII' 1 I- N r�y1l�� I AEAOVE C- y I I _ 1 ti j I I 1 rrrL'-�-- 2880 PKT. \ 2880 PKT _ I I -- ' $ I 1 I 1 --�- 1 -------------- ' n = = T GSL " c i • i �$LL p r= A-A LI V � I as ___ III ;I/2 6115. W-0" GEIL. �I a-0 GEIL. I I a-0 GEIL. �D' I F J 1 i �� I I TF- Z 1 aPLUS 46 ITEPDOWN I 17� COW.-4 RAGE HOLE tt� OHC I I "�' '�. WALLS � � 1 I-i-- -------2xbI--'- � TYPE 900. YP. BD. GE I J i �_,'I I C�__ 5H. -- STOR. _ --- -- - -- 1 -—- L-----T T-- $ AHU-Il�ieyGC�s ----- x O z: 4 OT 1680 SL. FR DRS.;j. IILi --' !L 1 I a'-0" GEIL. y' FL v, 4060131-FOLD n WALK-IN I r. i d5 TO W+.D.'5 II i I CLOSET i'w qtr X H xl C--, x x ; II 1 I ---- � WERV. LM61 I V � , I , GONG. /+ 1 + a-0 GEIL. on II , , $ STOOP e " I C U�5T q� 1 - PLUS STEPDo1M1 OF ` 1 0 _ �q� LINEN PAVERS o/SLAB Ab r_1 I OPT_ WALL ---------- Y I " � I I I aa _ 'Y I ShLVE-5 AH�U-2 --- ; I -- �- - ---------- 6" I " I ,q 5 U I I -1-I— P'°'VER ' p!� + -------------- 4 I a-0 GEIL. I BREAK; SLAB a-0 GEIL. _ --------------- 560♦ I I11+ I I � 56 GRILL 1 ON H/HOOD i i t I --J 1 I I I I L� 1 \ I ® J. e $ 1/2�VLVB 11 O 1 (- 1 `��I Alm G.M.U. PIERS " I 1 r �A y W/G 1 BARTOP o �O SWIM SHELF 1 1 I ssT��H, I J� ---------J I l I 1 .�L.L 1 \`\�� / I L° � BEAT 11 L--------- I 4 I a-0 GEI1.1 THIN GK VD*R I MIR® -------------- _______-- C-- f I -----_---- I 1 1 x 8 1 1 1 (PAI I FLAT SOFFIT w/ IP. RETURhI>� --- ()-i ! - GRAVEL BICE 28'OPN6 1 CANT. B NY 2 I II II III (2) 5080 III III i -Ti iii i T GONG. BEAM ABV• 1 l; L1 t1 11 11 _J GaTCN BA51N��4ND DRAIN I I ! I � I I I 1 1 IIII II i 1/2 6i-S. DWS ill I Q Ib"xib" POUREDQENG PIERS b" G.M U. RETAININE 1 ---I A----------------1-1--------- ----1-1 --- r -� ('1 I LJ LJ I I 5_J/2_x_W_U4" FAUzC$EAJ�t I L rmrtr-r____------ rrl 7 -J " " i TO PI�L/IN65 AWAY WALLS vlv8 I HALLLS��/� �/�► p ---T14------- - �-�T--- r�--------- �1Tp�`------------CD p� H•IOT TUB POOL I to xlo C.M.U. COLS. _SCM Ci•Mil D .�H'Ho 1n I STUGGO VENEER \ I �I 1 1 1 `I 11 1 1 1 I �1 LJ C 1 UP a 7. 8 .1 irJ=1LL 1 A ACCESS 1 1 1 I I 11 11 —` i— .., IJ 1 � 1 1 IIII I I I I i----- TVP. Iet. FLOOR OF TWO GAR W �' 1 III I 1 1' GATE __ I C �-- _ _ ____-- --- --------- ------ i �5" x I/4" FAUX J015T TAILS ----------------- Fro'—-7 CAW. ABOVE - ---OARASE__-_- LATTICE PANELS a 10 CUSTOM FYPON OR I 1 _____ ----- I Pool DECK 1 1 PAVERS o/ SLAB LJ .• /.�y�(_J +/ , __� ---------------______J 5PEGTIS BRACKETS ____ I I (r- ��---++--'-1-i T -i - ------ 11 --I 1 1� I THIN BRICK YGI�GGi� i t I I I I I I I I I I I 1-I- }�---+�----I-1----}�---i+----1 O F6 T " I --- JV I D I 1126 O (PAINTED) THIN BRICK VENEER 8 G.M.U. WALL BELOW II II II 11 II II II II II II II (PAINTED) STUCCO INTERIOR W-b" HIGH GMU PIERS W/ II II II 11 11 II II II II II 11 II I ♦y'I 1 1 1 I I 1 . 1 1 1 1 1 I . , THIN BRICK (PAINTED) THIN BRICK VENEER ON PLANTER EXTERIOR 5 1 1 AVIRS �' TEI .� L/�1 LI�IOR p�� /� ✓ SIDES I i I I I LATTICE PA S BELOW ' 1•IB !' EDGE OF 6' HIGH CMU WALL �77_ ___ 1____ J ___ ____IJ LL___11____IJ____1L___11_ _._..,L__ __��____i-1--___��___��____N ___ II ---- ----��---��---- __-_ _--+�- J 12"xl2" C.M.U. PIERS BELOW (SEE SITE PLAN-B) L LJ LJ LJ Lj LJ LJ LJ LJ \LWHICPH LJ LJ LJ LJ LJ LJ f b'-b" HIdW CMU PIERS CMU WALL THIN BRWK VENEER O r 5 SIDES (`PAINTED) Q 8"x8" COL. OVER FOR P;�o� SUPPORT lu <4 i t 1 l Q _1 Qpm lel � oc ED ALL DECKS AND BALCONIES TO BE WATERPROOFED O Q N07r:r*e NOM I) ALL EXTERIOR WALLS a MAIN HIOl1,�E ARE -15/60 G.M U. Er%M AGGE�.�OW SPACE Lt STAIRS SWLL HMVE W/ I EX FURRING. W LLS,L�STAIR SINAGES,MV:#W WPM PROT -MV f= f= A N 2) ALL EXTERIOR WALLS e 2 GAR 6ARA6E ARE -15/6" aHl `''® 1�1T11 UZ'6YRlq Bp/Rp. "BREAK-AWAY" G.M.U. AND I6"x16" POURED GONG. PIERS. DRANK BY: KBG/D1N/BY NOSM 5) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 4) ALL HALL 2x8�NIESSE5 ARE ACTUAL 2x4=5 1/2" OPEN AREAS /� �I GHEGICED BY: 5) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE AREA TLI'1T101� BALCONY NO. I 14a �s" PLYI BALCONY NO. 4 ill SUBFL )OR TO BE FIELD DETERMINED BY OTHERS. BALCONY NO. 5 29 ADDITIONAL. N r77 8/10/I 6) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM MAIN HOUSE CANT. GONG. d PAVER DECK— 484 TREADS 1 RISERS (TOP OF) HOUSE SLAB/BLOCK. SOUTH ENTRY bq 1) THESE PLANS ARE DE816NED TO BE IN COMPLIANCE WITH THE � ' (ZX MIN) 9) VERIFY THE KITCHEN AND VANITY LAYOUT'S WITH IOt FLOOR HEATED— 15"15 STANDARDS ESTABLI`�+HED IN SECTION 628-55.009 SCALE: 1/411 THE DETAILS DONE BY OTHERS. 2nd FLOOR HEATED 215q FLORIDA ADMINI5TRACTIVE CODE. 8) ALL ANGLES ARE 450 UNLESS OTHERWISE NOTED. 5rd FLOOR HEATED- IO6q 2) THE MAIN WIND FORCIIt RESISTING SYSTEMS ARE DE516NED JOB STRINGEER t7 " q) ALL INTERIOR AND EXTERIOR FLOOR STEP FINISHES TOTAL HEATED 4985 GARAGE APARTMENT IN ACCORDANCE HITI•f SECTION 6, ANSI/ASCE -1-02 4785 SHALL HAVE A NON-SLIP FINISH TO MEET ENTRY 2nd FLOOR HEATED aT5 "MININMUM DE516N LOPA05 FOR BUILDIN65 AND OTHER ASTM 01028 STATIC. COEFFICIENT OF FRICTION MIN. OF Ob. LANAI 12 TWO GAR GARAGE ql2 STRUGTURE5" TO WITheTAND THE WIND LOADS ASSOCIATED 1'134" 10) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH ONE GAR GARAGE 352 OPEN DECK 160 WITH A MINIMUM BASk� WIND SPEED OF 120 MPH. SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION BALCONY NO. 1 3 8 TOTAL COVERED 1885 3) THE COMPONENTS ANl�7 CLADDING HAVE BEEN SELECTED Zx4 PT.. kD" 11) T = GLASS TO BE TEMPERED B�-� �• 2 25 AND THEIR USE IO�PORATED INTO THE DESIGN AND DW6 NO: I FIRST FLOOR TO SECOND FLOOR 12) EMERGENCY ESCAPE AND RESCUE OPENINC75 BALCONY NO. 3 80 SPECIFICATIONS L A95 FOR NUIL WITH SECTION b OF THE I TOTAL �� TOTAL "MINIMUM DESIGN LOAD FOR EbUILDIN65 AND OTHER I v�T IDETAL 13) LABEL - 20 MINUTESb'4Z ENTIRE STRUCTURE 'SO2 STRUCTURES" MENTIONIED IN NOTE 2. FF WALE: N.T.S. A5 1cl OF 6 3 g� O 123'-3" ao o 10 10 cQ o 10 61-ON 51-60 241-am 09V2 5'4_2 5'4_2" 171_10 blsN 1_AN CD 31 2N 2'-411 6' 4« -I1,�4N 4'-211 '-6" 12'-2" 1' 1-1' 2'-0' 8'-?y4" 5'_�4 4''-IV2' 6'-g" q,'-V2« CANTILEVERED 10 LI C 51 ' 61-51V2' 21- 2" 1-011 2'-W2N 1'-I "#2'-5Y2'. '-5Y2' 2'-*2'IL,II-10" Q1 Q l I^` Q V V CUSTOM FYPON OR _\ I r__1 �- SPEGTI5 BRACKETS Wp}{ r7i F-1 r F] __ _ ' 14'-�" 3'-a3/4•" a'-63/4" 3 � � A A ��` h30" WINEI OFIG r 24 I OHC. Ae 40 I COOLER I IID I - 2660 F b'CMU. RAILING r � ' I WINPOW E___=====TY OHC. i% OHC. r-ec �. � OVENKIT. SINKS 2 .DESK I 1I /1'V 1 11 f ADVANTIUM '� 42" 1 « BUILT �KITCHEN FI4'-I A r1-0 N p�, -�FIN5IDE FRAME jn O GU5TOM FYPON OR ~ O Y \ IgoI 10'-1 I/gN GEIL. '"O 8 n N _ -rI 2050 DH DH n SPECTI5 BRAGKET5 , r1 1� 6. ��N�p�/ cQcQ w/ A N/ AI I px1 �NTRY O I �I - �; d m n T� 10-I I/8 GEIIL•• 1b �' j I l I I I `SLOPE � � �•d � _ I — 1 = I I 3046 DH I I i __ 2xb 71R.J5T5. �' _ n I I I ------ 1 ' -- _ \^\\ TO EXT. D•o c, i a /8" ______----_- r- -� `t I� 3 �p � 12211 OAS. -- I I 42'x42'��n II � F' \ \\\ i �r., A �/ 10-I I/8 GEIL. , 24"� 1 111 I \ \\\ \ n �___ i/ I // � � rl TABLE I 1 « Z `\ �l �----I F_____1 I �1 1 n h�0. 3 � - 1 N REF.I I � N � I �11 I 10-1 IW GEIt}. \\ >> > 1 r I I r 1 r r i O 1 //+ L----L-- I �� // I I 8N 41-0r "1'-10 4'- 211 I I1' 3-5 3 3-6 2-0 I $-?*2 �-+-� �1.f II I Ig�'2�/8 I -4 I -0 m _ / I r � 1_ N 1 N N b _-- T J I L- J 2'- QI��---- -�i�TT�.- _-_ ONO___ r = _.................... I I I I r .!4 It F I �� I1 'n x 14" PAIN'S 0 I I I I � � eo F•-� tn ----- --- -- --- - -------- I I I / _ �� a4 i �j Li �G I TG�ll�l A ,�, - % L/ I ■ i ;O �a 5x �-V�� -/ o z ko C � 0 a Q � d C45TOM FYPON OR CANTILEVERED 5PEGTISBRAGKE?5 n n II II _ II II W II II - II II 2020 FG n LINE OF 2nd FLOOR BELOW _ FLUE O \ K-IN VLT. � \� U N I F. j Yr/G n --\ATTIC Rj I UNI F. VLT. 0 1 TUB I Hl ATTIC, i' F t cQ r--� I I - �"' (y INS WALL F-1 n I I NON-_EXM RS SH.`\ I~ I I I I F-1I r------------ -------� I. I I 3• I VLV5. 8" W. PIfAMP00 NICHE `\\ 11 i 1 VLT. _ I b. I i -'NON-BEARING WALL f0 vii p+ o 11 j pf;? - , VLT. Td b GEIL. u--- k--------T 1OF"1-0 HOT. \ ° VLT. LINE OFI-Id7�H&T.VEWX _FSKYLIGHT'S Iw' Lp--'I cit q�/ I oNNE S RAILING a� HIS KI.G. I ---- I '}'� W VLT. TO I 4010 i I SUITE E Q GEIL. I -�'�`-�-___ g,l SLOPE -'1- 1 I Qt�k. IITO q ¢EIL. 4"I TO EXT.- ----- SOW VELUX SKYLIGHT -------- n n n n n „I , wd EEG. SNIADE -- -i-----------�-� - - - -----------1_L------ OL1 i -___ ® 9 -- - a-�- -- - -- - 5_TI 'x='1_T `lam:------ - ----------- r - 1 oto FG 11202o FG 1 1 020 FG I oto FG 1 1 1 , I I YLT. L I NES SHOWN p� F- ' __--�' B 4<"OOLD B ot�.D INCLUDE FURR ON. ---- 28 LOIS DR. RS 5H. i I I I - _ � NSUL. - - - - n n n [ —�~ u�l BOOKS � -+-r-J+- 24" I I x -- - - -----, o I - A-A - - �Y-_� I J " 1 1 q'-0" GEIL. I 1 '3030 VE1UX SKYLIGHT 3 ----�X020 I X020 F6 I I I I 1 -� -- -h O I q-0 GEIL. _=y�jLEG. SHADE O BALCONY ------ q'-0" GEIL_—��---- N0. 4 r II - ---------------- r--� HEAT N' GLO 2x10 FLR. .15T5. x �� I I 40"x24" F- i 5 I U C I mo---- I L_—__J 4000Rl�R FIREPLACE O en .` OPEN T I C 8'-O" GEIL. I RAILING _ OPNO_--- \ RAILING I II D.V. 6A5 1'-2 5/4" FLR. SYS. ________ iFOFFT�O�1' T I I �t II JUICE BAR 1--_-- -- Z 6B I H -----f_~oI'-0" GEIL. I \\ --- Z1C � GEIL. — 1 \\ ' " II _. . I E:LIPTIGAIJ I --- - --- T - -r I ' ---- GABS. a I �� \ H LINE OF'f=O HOT It_+ I Is I I - -_ — -._---- -_J — -- --- ------ — - -- 7 i 40 d f`I 1 OI i i i ___7 - - _ [ i .I —Q O.H.G. - 7y``L� Em Ab VLTI TO 4' GEI . J per- i I I VLT. TO q G L. _ [ 1 VLT. 12020 F6 I I i ' __ ��-� •1 j 11 \NO -BEAR L--_ I 2020 I $ 1,�1_x .�_yam, BE�_____� J i I � I n Li --�-!- C-moi �- ��' u_'_ i VLT. Qi i a \`\ CUSTOM FYPON OR —I - r I I s--t------I- F-I I I I `\ SPEGTIS BRACKETS IM OPEN TO VLT. I n L I U N I F. \ 2I ' UNIF. �__�{�-�� 5 I I I I ATTIC \ BELOW �; ATTI 1� I U- I I I I \\ m N�' i� I I L --� VLT.wfw \\ \ -- i 'c -;-� C—-- --- ---- -- - - -___ ---- I Irl t r- -- N0TED1 cFN 2nd FLOOR T 5010 SL. FR. DRS Q II I I I i _ _ I I I I ®2x8 FLR -L---- - --- - - --�- -�--�41�WD ----T-r----J-� 'll� � ', 1 1 I 1 I I l T LJ U U U U I CUSTOM FYPON OR SPECTIS BRACKETS S�L,GONY NO. 5 •• W OPEN DE:GIG E3ELOW BALCONY NO. 2 BELOW SOUTH ENTRY BELOW L LINE OF 2nd FLOOD BELO 1 --- - Imo- t - + I ' I - - I II I II I � 1 1 I I II II I I I I U U '� I' Q I --- - - - - - + - -- f t� L_ PERGOLA BELOW 1 Q v vA l�- < OC 9 ,u < v � tu Oz � H_ < � T — < � tu � — mx L A N pp ooh tD1= � z Q 1 Iwo 0 0 R F /ALL DECKS AND BALCONIES TO BE WATERPROOFED 11) ALL EXTERIOR WALLS • 5rd FLOOR ARE 2x6, EXCEPT WHERE NOTED DRAWN E31r KBG/DH/8Y � ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED �) ALL WALL THICKNESSES ARE ACTUAL 2x4=5 1/2" �Ep By 2x6=5 1/2" 2X8=1 1/4", ETC... ` ) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE ATEe TO BE FIELD DETERMINED BY OTHERS. ADDITIONAL. NO ° S/10/I �✓) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SL.AB/BLOCK° 1) THESE PLANS ARE DE516NED TO BE IN COMPLIANCE WITH THE E6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH STANDARDS ESTABL15HCD IN SECTION 628-55.007 gG�= 1/411 = 11-01111 THE DETAILS DONE BY OTHERS. FLORIDA ADMINISTRATIWE GORE. •fi) ALL ANGLES ARE 450 UNLE55 OTHERWISE NOTED. 2) THE MAIN WIND FORGE IRE515TIN6 SYSTEMS ARE DE516NE D .IOB NJMBERg �) ALL INTERIOR AND EXTERIOR FLOOR # STEP FIN15HM IN AGGoRDANCE WITH �EGTION 6, AN51/A50E -7-02 47785 SHALL HAVE ANON-SLIP FINISH TO MEET "MININMUM DE516N LOA05 FOR BUILDINC75 AND OTHER ASTM HAVE STATIC LIP FI GIENT OF FRICTION MIN. OF Ob. STRUCTURES" TO WITHS*ITAND THE WIND LOADS AS5OCIATED 04) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH WITH A MINIMUM BASIC 4,LAOf4IND SPEED OF 120 MPH. SHALL BE P'RE-56URE TREAT® APPROPRIATELY FOR THE CONDITION 3) THE GOMPONE:NTS AND tiLADDIN6 HAVE BEEN SELECTED I lb) _ &LASS TO BE TEMPERED AND THEIR USE IN AC RDANGE: WITH SEOTION 6.ATE0 INTO THE VESI&N AND OF THE DW6 NO SPEGIFIGATIONS IN AGfsO 10 111) = EMERGENCY ESCAPE AND RESCUE OPENIN&S MINIMUM DE516N LOAD' FOR BUILDINC75 AND OTHER 112) G = LABEL - 20 MINUTE STRUCTURES" ME:NTIONEV IN NOTE 2. 3 g3 g� SIN III till � I V I 0 129'-10" a o 1� cQ U 28'- 20'_011 81'-411 Ch . � 104 e- 2n1_ 11 41_011 61'-0" 10'-411 61_011 Q�� ^ 1 " 13'-�" 13'--1" ' 22'-3" 38'-9" o ILJ i 'i z PAVERS o/ SUBSTRATE PAVERS=+o/ SI,UB TRATE EQUIP. PADS (TYP.) EQUIP. PVADS (TYP.) �� /�� / N� POOL EQUIP. 1 1 lA'IAS. FOR Ir�1 I O �' f/ I ---------1/2 GLS. DR _ __ I ------------- I- �- LINE OF 2nd FLOOR ABOVE L_________ COND.-I COND.-2 GOND:3 j I I 1 GB n 771 -------------- r------------ -------------------------------- ------------------- j�� ------------------------- Ilil� I - I /� TYPICAL SLAB TYPICAL A i? GA ; 6" STRUCTURAL CONCRETE SLAB CONC. DE BEAMS',`tIIN I i c >-4 o/ 6 MIL. VAPOR BARRIER o/ . CAST PILINGS 1 ,� 1 I ELEV.= 18.83, NAYD 0/ WELL COMPACTED 1 cv TERMITE TREATED FILL01 I I d ca ICAL GARAGgEI - PERS LURAL ENGINEER : I AVERS o/ '3 CONC. GRADE BEAMS i 0 I CANTILEVERED . SLAB ,d r I I SLOPE , , I ' k _-- ---------___!-- � 1 - I T� 0 0/ AUGER CAST PILING � �, 1�oTE• I D o � v � _ - _ _ AND GRADE BEAM$ -LINE OF 2nd FLOOR ABOVE ` --- rp ` M Q I ALL INTERIOR BEARING FOOTINGS TO BE INATEO W/ I I ' % 1 I PER STRUCTURAL ENGIINEER I FLOOR TRUSS DESIGNER AND STRUCTURAL EW4 R - ELEV.= 18.Z NAYD 1 1 I� F O 11 1 11 4'-6 " I I I b \ \ i— \ I 41_011 91 E"-10 6 - 41-5,V211 !Z I 38'-9" 1 '-4" "� 17-1 / —� 0 I� I �Q 1U11 -- II II a 0118 NINE.BREAK AWAYwALU $ = 41-9,,V211 3'-011Coll TYP; 1st.FLOOR OF Tux) Cot ,t a >cit------ n � 0T ----- 4t I I 16"As" POURED C04-C!PIE} ! ! i 1 OC I I TO I*ILINGS BELOW ! ; 1 ICE I ------------T---- '+ W __- = 1 I 11 - I I \ FID. / , / � `__MAKER I ' I 4" FM. WEAUR r - -- - - - -; - - - - - - - - - - ---- - -r- - - - II> IW ELEVATOR _ I/ 1 I 1/Z I I � \ T�TO1 -� • I / I vC - r < �� + ELEV.= 1933' NAVD 7; _ -----� I \ n I I 1 I '-2" i 5j -83/811 I 12'-0" 0 0 I I , II ---- _ ------1 O I -' 8L3YNAVD EV.■ I _' LLQ$JJSLOPE I i - - I� - I _ I t0 EXT. 1 _ I 1r I IUREf. `Q I �1 GA Ej j � I �-- ----� -' I I �La I ; I I I n j 1 I I - - - ---- ---------- ------------ --- - - - -� ---- I 1 L I 1 - - - -- ---------------+ E Ev'r� fi .3 1'�1 VD I I I — -----ZL— -----------------J �I O \ j j i�pC i \ I _ _ GARAGE HOUSE 0 311 01141 � . I 0 II 3 FN RECESS SLAB 2 I U ITypl�AL 1 _ _ PAVERS o/ SUBSTRAI'I� PAVEIM a BIAS " I -' 19'-11" FOR TR,4cKs t0'-0" 1 i ,� '� EQUIP. PADS (TYPJ ELEv.■ I --------------------------_ ---------- -------------- - -------- 1 �1 ' 1 I CONE. GLADE BE S r--+- �1 I - I 0 6 -03/811 �$5 11 184!'NAw - I - I - d 0 1 O/ AL$GE14 CAST P I ! I WASH 11 I _ I II r----i i--------- I L` PER iSTRIU�CTURAL ER 1 I - 6/811 5 -6 i '� 1 --- --- -- - -� A I - - -t - -- - ------ -------------------------- ------- --------------- ------1-----:----1 _ ------ -' _ _' I /A I I i--- I 1 r Z'_ IIbo80 SL.FR DRS. + , ----,- -- ...... w 1 I - ! ! I L--- {� _--_�- - ! - ( 0 I I L--- --- I --- -- for 1� - PROVIDE APPROPRIATE I I --------------------------------- - a----------- 4 -------- - - - - - - - - rc1 C 1 I 1 I / I ELEVATOR NOTE: - I I I I �� I I 1 I 4" BR�AIG-�IJAY CONC. ON GRADE i 1 0 1 I ___ __ 1 1 L SIJ �r ELEC.CONDUITS TO i I o/ 6 MIL. 1/APOR BA ( DEPTH OF I'IT AND SIZE OF �_- � r--- - KITC.4 N ISLAND r i , W I o/ WELL COMPACTED i i I i I �� $ - I OPENING SMALL VARY BASED 18. 0 i NAYD 1 NG i " - LES✓.= i TERMI#E TFOATED FIL 1 I I GONG. 4- I UP a 9 - _ I UPON ELEVATOR SELECTION: I II\ /I --- -- I I --- --t - COVERID. L�4N,41 SAWC'Ar SLS ON 5'x5' GRID) E4Ev.■ _ STOOP I �t - 4CtUR-R'S I AWU 211 X I I I I I r� 1 1 1 PAVERS o/ SLAB I ------------ - E� L� I � 14163' NAYD I u � 1 � �i = I � r---r-----tf-��--- --- I I _ --j-1 1111111 Ifl I F- I I 1 - 1 L----IY_y I I IIII - ELEV.= 18.7 NAYD _ 1 11 111 1_ II \ i - - - - - - - - - - - - - - - - - - ------1--------------------------+-------- 41-4 1 -0 1' I I II I/ A SPECIFICATIONS - ----------i- - - - - - _ - 4 I O I I I � 1 ' I 1ELE 45' NA -' - - - - I 20'-6II '-� ' � �_ 8�/ "1 -- --- 1--I - --i Iiiiiil w/ H006 _ - - - - - - -- - -t- - 1- - - -- - -t- - - - - _ - I � I 11 - �' pS i 1 I _ I I 3 1/2" 1 I I 91 " / u '�, II + I I Q 1V.■ I I 1 151-61, / I �`+ 11 -I \JO I �SLOPE � i TO EX1` 0i I i i I ly I "-.12"xl2" C.M.U. PIERS I I / \NAVPI I ( ; 1 � 1 I i i 2" 7'-13/ " I I I �—�� /W 1 1 T + L------------ —J I ----- ----� _ •3, I - - I 8 �� i/ ----------------------- ---- = ---- - =- -�EAL_J --------- --- --1- , - i' I I i --- ----------- .i:----------------- - I _ %1 _ -0 / _ �' 9 SHELF i I � � i ; A � O , 0 1 � 1 1 I I ------ 1 ---- --------- J - - -- — I I 1 i � t✓}>rt---- 7 GRAVEL B � I I I I I I I I I Q 1 I 16"x16" POURED PIERS i _: I W/ GATEI:I BASRA!AND DRAIN ENTRY I / -{ I e G IC — II 1 I I I I ( .3 " 3 -9" 3'-9" 1 -0' 3'-011 II_ II AI_011 , I_01I I tO PILINGS BELOIU _ Y _ O I " i _ .v� - 8�G`M�I. RETAINING I I t0 r AVERS o/ I R I MALLS 1 I LINE OF CANT. BALCONY ABOVE = I I I I I I I \ 8 CMU WALLS = 1 FUTURE 11 �Q I CJ-1.U.BREAK-Af,IJ:AY 4LL8 81�OI�i \ I L---------------------1 et I I I I I ''t 1 POOL N 4 BRE*-AWAY CONC.SL ON GRAPE F� I i a'xlZ CM FIB tYP. ISL FLOOR OF1 TWO CAR 0 ■ N. ? 1 _' I f I I I ' ' G ACCESS '� H )T TUB POOL DESIGN TO 0 , - � - o/ b MIL.VAPOR BARB E�R d'sARACiE ; __ yid N�4 I �1 I 81rER8 1 I� / ill i" 1 GATE 1` P� INCORPORATE in 0/ WELL COMPACTED -,---- I CAST PILINGS - -------------------- --------N _ '1 = tom- 116 1 1 1 1 \ lUFZAL TEtETREATED FILL 1 = t I I I I I I POOL DECK \ PER STRUC c PAYERS o/ SLAB ENGINEER i - ------------ --- - _ LINE /J / BOE L-- 1'=- = 11 II -----�'�� ---- ---�r�---81--- Bill II ------- - '�------- ' -- ------------------------------------------- --------_ --------- ' II 1 3 — I I ��II ' -------------\\ ------ I ' 8 ----- 13= --Ul:4L �111�-- 8 - 1 - 3_84! 1 -0 3 - 1 -0 -- _ -- -^ ------------------------ --- �9 �,, I I X61) PLANTER _ cn ,h I PAVEF� o/ SUBSTRA (TYPJ ---------------- I 28'- 12'-0" 21'-0" 81_LJ7II --- \ 9'-11" `n _ I 15'-0" cr WE dl = ❑ m I 0 Q ------ --------------- ----------------- -------------- - ------� --------- - ———————————————— - ----- - ----------------- ----------------- b'-8' HIGH cm PIERS b' HIGI-U CM ESTATE / b' HIGH CMU ESTATE / FOUNDATION RETAINING WALL TAMING - -- T'OP FOUNDATION '\� IR HIGH CMU ESTATE /(TOP OF OF FOUND RE WALL R1=TAMING WALL TO BE 36" BELOW FINISHED (TOP OF FOUNDATION + (TOP OF FOUNDATION TO BE 36" BELOW FINISHED (TOP OF FOUNDATION GRADE TO CLEAR PLANT TO BE 36" BELOW FINISHED 7 TO BE 36" BELOW FINISHED GRADE t0 CLEAR PLANT t0 BE 36" BELOW FINISHED ROOT BALLS) GRADE TO CLEAR PLANT GRADE TO CLEAR PLANT ROOT BALLS) — DETAILS PER EW-% ROOT BALLS) RpOT BALLS) DETAILS PER ENG. GRADE PLANT 8„xe" FOR DETAILS PER ENG. DETAILS PER ENG. DETAILS PER ENG. COL. OVEIE 9'-0" i -0' 9'-0" 1 -0' 9'-0+'" 1 -0' 9'-0" 1 -0' 9'-0" i -0' 91011 1 -0' 9'-0" 1 -0' 9'-0" i -0' `s�'_0" 1 -0' 9'-0" 1 70' 0. < vu_ z — z > u,i < Oz � Vz � p z < < v p � m � p pp � f= U NIA T I ON T E M FL A T E. GRAM BY: MUNDATIM NOTES c+ICKIM BY1 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SAFETY '1)FILL %HALL BE PLACED IN 12" LOOSE LIFTS, COMPACTED t0 p : UNDER THE REQUIREMENTS OF O,S.HA. 959= t`'10DIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE ADDITIONAL NOTESs. all 0/11 2) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE CONTfENT AS DETERMINED BY ASTM 0-1551-METHOD 'A' FLORIDA BUILDING CODE CF$.CJ AND 8) SOIL 1BORING TEST SHOULD BE PERFORMED BY A FLORIDA 1)THESE PLANS ARE DESIGNED' SE TI IN COMPLIANCE WITH THE STANDARDS ESTABLISHED 1N1 SECTION 628-33.00"t 5G^LIE: u 1-011 COUNTY BUILDING DEPARTMENT. REGIv3TERED SOIL ENGINEER WITHIN BUILDING FOOTPRINTS, 1/4 - 1 -� 3) STRIP TOPSOIL, TREES, STUMPS, ROOTS, ETC.FROM ALL AREAS SAME FLORIDA ADMINISTRATIVE CODE. WHERE CONSTRUCTION WILL OCCUR UNLESS NOTED ENGINEER SHOULD CONFIRM EXCAVATION AND 2) THE MAIN WIND FORCE RESIS'If'ING SYSTEMS ARE DESIGNED OTHERWISE. VE IRIR JEERED BACKFILL REQUIRED PSI CONCRETE AND IN ACCORDANCE WITH SECTI©N 6, ANSI/ASCE 'i-02 4783 Y FOOLING DESIGN, SAME ENGINEER SHOULD APPROVE 4) WHILE KNOWN UTILITIES ARE SHOWN, THE CONTRACTOR "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER B��FILL FOR MATERIAL MAKE-UP. SHALL EXERCISE CAUTION WITH EARTHWORK AS UNMARKED W INTE STRUCTURES" TO WITHSTAND -THE WIND LOADS ASSOCIATED , 9/1/11 NOTE: UTILITIES MIGHT BE ENCOUNTERED. �fOR BEARING LOCATIONS SHOULD BE COORDINATED WITH T MANUFACTURER WITH A MINIMUM BASIC WIND FEED OF 120 MPH. ' ' ENGINEERS STRUCTURAL CRIfF-RIA 5) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED 10) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED MAY OVERRIDE SHOWN DETAALS. PRIOR TO ANY WORK. (INTE1RIOR) AND THEIR USE INCORPORA1*0 INTO THE DESIGN AND pW6 NO: FOR STRUCTURAL AND STRAPPING b)FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE INFORMATION, REFER TO ENGIt�`IEERING MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER "MINIMUM DESIGN LOADS FOF29 BUILDINGS AND OTHER SHEETS. DEBRIS. STRUCTURES" MENTIONED IN NIOTE 2. All OF I ! k...fkW naiu,x..ixkWl llWllnr AYY1.iYl4tl'dd fft s$xbp' aY i 6'...;'WI'AMA 4tr IkYY %.4 . .. _ - i � b3 $ 6Ad I f SHED IROOF 0 CENTER DRS. MAO 10 1/8" o/ALL WALL MGT. to Z • 9'_®" PLT. HGT. co +1,_,# 3/4" FLR SYS. o ~ 000'A 1/8" PLT. HST. CQ +1' g 3/4" FLR SYS. CO +8 1/4 PLT. MGT. • 4/12 • .. a SHED ROOF • 0.14D.16 920'-5 1/8" o/ALL WALL HGT. a 9'-0" PLT.MST. +-3'-1 9/16" KNEEWALL • 514625/12 +I'-4 3/4p FLR SYS. '� 20'-5 1//8" o/ALL WALL HGT. 29'29'-9 3/4" o/ALL WALL HGT. dk +10-I V8 PLT. HGT. 21'-8 5/8" o/ALL WALL HGt. +-25'-� '1/I6" o/ALL WALL HGT. 9'-0' PLT.HGt. 'r 9'-0" PLT. HGt. +-25'-2 I/8" o/ALL WALL HGT. 9'-0" PLT. HGt. 9'-0" PLT. HGT. a' +�1/'�-4 3/41+, FLR SYS. +1'-4 3/4" FLR SYS. +1'-4 3/4" FLR SYS. +1'-4 3/4" FLR SYS. " +10'-1 1/&h PLT.HST. +10'-1 1/8" PLT. NGT. 9'-0" PLT. HGT. +10'-1 1/8" PLT. NST. +10'-1 1/8" PLT. MIT. Is'- 1/8 o/ALL WALL HST. +I'-2 3/4" FLR SYS. +1'-4 3/4" FLR SYS. +1'-2 3/4" FLR SYS. +I'-2 3/4" FLR SYS. 9'-0" PLT. HGT. +8'-1 1/8" PLT. HIT. • 35625/12 +10'-1 1/8" PLT. HAT. + +-3'-10 13/16" KNEEWALL +I'-4 3/4" FLR SYS. +1'-2 3/4" FLR SYS. e +9'-1 1/8" PLT. MGT. + +-3'-5 1/2" KNEEWALL (9'-1 1/8" CLI. HGT-) +-29'-10 9/16" o/ALL WALL W-sT•,L Z 9'-0" PLT. HAT. +1'-4 3/4" FLR SYS. 9'-0"5PLT.oHGT.L WALL HIT. +10'-1 1/8" PLT. HIT. U' +I'14 3/4"/8,FLR SYS. 6'-3„ +1'.-831415/16"PLT NGT. Fe 461-1 1/8 PLT. HIT. 4/12 $ELOUJT-1 ,I! 19'-5 1/8' o/ALL WALL MGY, I I I I = I I I —� II I II II I W 9'-0" PLT. HIT. I I +I'-4 3/4" FLR SYS. 4'' n +9'-1 1/8" PLT. NGT. -- IcHIMI(&r I--I -J_ ry _ I VLT UN IF. V� I 1 VL TTIG NIF. U I a I ATTIC SINn WALLI > N 3/12 d� L1' I I W 1 1 lr------------ -------� I I 1 4/12 4/12 I I �b I I I VLT. I D o I I 1r---- n-----tl A I I~' I q I ON-BEARING WALL o I I I IIO�NE114 S I I • �1•Z-?s;��1''' �--_ -- ---� � I I �--� ii SAT 1 i i I� 1 is+ I i FALSE L ITILT. TO � I CE I I I T. ��/ I ---- --T I I / • • Z 3/12 -- -- --------------- 1 ----u ---�_ -------- ��1 d LINE OF 1'-0" HGT. LINE OF - ,O HGT. m 0 F--+ 2 -0" 9'-1 1/4", PLT.MGT. 00 o 1 SKYLIGHTS UX HIS I` �v� IIIIII a4 SHED Fi'OOF • ENTRY --- 1 1 I 12 -to '7 j:°• tt-- } VLT. TO I 9 CEIL. I --- --- C ll OPE 1 1 - I Vl1T. TO 9' dEIL. 11 SL a G ` CRICKET EVAT __ _ ___ TO EXT. 1 9 -0 CELL. �i 030 VElUX SKYLIGHT------- -- 1 i /moil/ F� C.�SHADE 2'-6" I I �` I I �` I I I I I I `- i /i +-5��25/ILi I I jF-5.01625 12 VLT. LINES SHOWN --- ------- RIDGE I _ � �____�' 1 ' I RIDGE INCLUDE FURi� DN. n n � - -- i I 5.01625/12 3030 VELUX SKYLIGHT OPEN -� -5.01625/12 I - 1I u 1 + 9 -0 CEIL. r_=--_D CEIL. w/ E��C. SHADE y LOFT 11 11 1 I SALCON'' 8'-0" CEIL. I 11 -- I ------------- - 9_0" CEIL_—�--- NO. 4 Lu/ ` ED 1 I FALSE WALL 'S/ 4/12 ; �Q 1 Qo h---------------- -� .51625/12 1 L-4112 I I I 1 -40114411HEAT GLO U A 3.5/12 • cv C J 1 >� CORNER FIREPLACE N AUN R _ -- ---- ----I --- --- ---- -- 6B D.V. GAS Q TO Lau _ CV - RI 3.5/12 z C ` __, _ ] - ---- 9 -0' CEIL. 1 --- HG /1 3.5/12 _ _ '� -- --- ------ - I LINE OF 1'------------- I /� r Qui Ilh I C ti �O EXEfR ISE 1 ` > � - -- � � 1 � SITTINGS �'� 4/12 4/12 -� HER W.I.Cj 4 1 J - VLT. TO 1�' CEIL VLT. TO 9 CE L. rrFALSE WALL + - - L Q I7 L----- ---� ; III VLT. 1-- I = ; 4/12 4/12 1 I I � OPEN TO � -� I -- i _ - BELOW r �__ �� jI I ZQ NON-BEARING WALL Li u d' -- -- `--L C /1 N ll>�� i� I Z--+----u- 1 VLT. Q1 O ------ — % 9 - �•\� _ ] ww VLT. I� I Isis--t----n— j 9 I rl I N jCLI : +-325/12 U N I F. -_� � 1 I I �I I �(X U N I F. " 11l > iI �� 1 1 Lu l I V 1Qi1 A T T I C 2 0 A T T I Q VLT. +-3'-1 9/I6" 14�EEWALL • 5A625/12 { 3.5/12 � 1 ----------- ---1 �- 12 �� - -_ z -- N ] ! - ----1-r------- ''`! II . 1 I I, � III II ( 1 I I I I I NOT u --- 71 _. 4/12 �3 LOUJ I' ' R-22 IICI INSULATION At ATTIC LINE OF 2nd FLOOIR BELOW 4/12 OW OPEN NO AA"tlC VENTILATION REQUIRED - ri OPEN DECK BWELOW BALCONY NO. 5 .. BALCONY NO. 2 BELOW17 17 J c f --SOUTH ENTRY BELOW -- - x II I +-25'-2 1/8" o/ALL WALL HIT. +-2b'-2 1/8 o/ALL WALL HGT. NOT 11.1 / 9'-0" T. HGT. " PL 9-0 PLT. NGT. , � i, I +1 -4 3/4 FLR SYS. + _ 29'-10 1/8" o/ALL WALL MGT. " 1 4 3/4" FLR SYS. AND CEILNG CONSTRUCTION t0 BE +10 1 1/8 t. HGT. ROOIr- dh I Ili � , ' I L_jII I,I Pl. +10-I I/8 PLT. HGT. a r " CONVENTIONALLY FRAMED. DESIGN t 9'-0" PLT. HAT. +1 -2 3/4 FLR SYS. +I 2 3/4 FLR SYS. �-- � �' +I'-4 3/4" FLR SYS. + +-3'-5 1/2" KNEEWALL + +-3'-5 1/2" KNEEWALL • 4/12 LAYO1{,IT BY ENGINEER PERGOLA BELOW 40'-1 1/8" PLT. HGt. SHED 3/4" o/ALL SOUTH 1LJ +1'-2 3/4" FLR SYS. +-3'-1 9/16" KNEEWALL • 5.0625/12 SHED ROOF • SOUtN ENTRY (((XXXX +8'-2 I/4" PLT. NGT. • 4/12 +-4'-9 3/4" STAIR LANDING HGt. — +10'-10" PLT. MST. 20'-5 1/8" o/ALL WALL HGt. � NOTA III 19'-5 1/8' o/ALL WALL MGT. 29'-6 3/4" o/ALL WALL HAT. 19'-5 1/8" o/ALL WALL HGt. 9l-0" PLT. HGT. +I -4 3/4 FLR SYS. ADDIT"IbNAL INTERIOR REARMS MAY BE REQD tu el-al" PLT. HIT. 9�_0" PLT.HGt. �'-�3 4L' F SYS. +10'-1 1/8" PLT. HGT. PLAT HEIGHTS T MAIN NOUS BY 8T1�NR� ENGINEER CONTRACTOR V V Q +1-4 3/4 FLR SYS. +I 4 3/4 FLR SYS. N LR �� ARE R VD AND WINDLO E ENGINEER +9'-1 1/8" PLT. HIT. +19'-2" PLT. NGT. 49'-1 1/8 PLT. NGT. 20-4 3/8 o/ALL WALL NGT. To INATE w/KEVIN GRAY DESIGN -0" PLT. HGT. O �� 11 < X +11.-4 3/4 FLR SYS. < `` „ I/8" PLT. HAT. V 19-0 5/8 o/ALL WALL HAT. PLATE HEIGHTS AT GARAGE HOUSE +W-2 3/4" FLR SYS. V-0" PLT. HGT. ARE FROM 14.83' NAVD +&'-1 3/4" PLT. HGT. N T : Z } +1'-4 3/4" FLR SYS. � �� t 481-11/80 PLT. HGT. 29-9 3/4 o�'� WALL HA • tu < , � ,qL� VENT STACi�, PIPES, EXHAUSTS, w-0' PLT. 1. GT. ETC:-t0 BE LOCATED ON REAR OF ,n M +10413/8" PIAT• NGT. STM AND NOT VISIBLE FROM �!J 43 7- -� O 1%'-11 1/8" o/ALL WALL NGT. Z < � < 9'-0" PLT. NGT. ++S'2138'PL�HGT. • 33625/12 V +1'-4 3/4" FLR SYS. O m x +9'-1 1/8" PLT. NAT. (9'-1 1/8" CLa HIT.) 20'-5 1/8" o/ALL NGT: _ SHED ROOF • BALCONY 02 NO A �� (1) SAVE OVERHANGS SHALL BE 2'-0". 9-0 PLT. HGT. 98-0" PLT. HIT. (2) SAVE OVERHANGS At TOWERS SMALL CD SHED ROOF O.H.D.S +16-4 3/4" FLR SYS. 552--b'. +10'-1 1/8" PLT. HGT. (3) RAIKE OVERHANGS SHALL BE 6" ROOF VENT (4) SOF PITCH SHALL BE 3/12, 33/12, 33625/12, INTERIOR BEARNG WALL OR RAISED KNEE WALLS 4AI2, AND 5.0625/12 SEE NOTED AREAS 10'-6 I/2" PLT. HGT. FROM FIRST FLOOR BEARING WALL (4) RCOF FRAMING t0 BE CONVENTIONALLY SHED ROOF • CENTER DRS. � FALSE WALL (TYP FRAMED OVER DOUBLE MEMBERS) F�i,41'1ED. DRI+NN BY. KBC7/DH/B1l (5) R� FRAMNG LUMl3ER t0 BE 01 OR A N. EW= ITER HEADERS - ENGINEER t0 VERIFY C.�GKm �' BEAMSOTHERS° PER MANUFACTUOUBLED RERSOR IIRDER SPECS TRUSSES BY ADDITIONAL G ' 8/10/I STEEL MEMBERS 1) THESE PLANS ARE DE314NED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISIOED IN SECTION 628-33.001 5GALE+ 1/4° = I'-o" CONCRETE LNTELS FLORIDA ADMINISTRATIIVE CODE. 2) THE MAIN WIND FORCE �SISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SOECTION 6, ANSI/ASCE 1-02 '1O� NUMEXR' 4783 0 STEEL POSTS "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER ® WOOD POSTS STRUCTURES" TO WITHel AND THE WIND LOADS ASSOCIATED + al/l Gill 1, WITH A MINIMUM BASIC ,'WIND SPEED OF 120 MPH. ' 3) THE COMPONENTS ANd CLADDING HAVE BEEN SELECTED ROOF JOISTS OR ROOF TRUSSES BY OTHERS AND THEIR USE INCORPORATED INTO THE DESIGN AND " IVO: -- - PER MANUFACTURERS SPECS SPECIFICATIONS N AC§ORDANCE WITH SECTION 6 OF THE BEAM, JOIST, OR TRUSS HANGERS STRRUCTURES" ME TNIMUM DESIGN IONIAD IN NOTE 2. IS AND OCHER Al2 I cf WINDOW INSTALLATION (METHOD A WINDOW INSTALLATION (MElmHOD 5 - 1 ) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. �s FLASHING APPLIED OVER THE /°AGE OF THE I IOUNTIN& FLANGE. FLASHING APPLIED BEHIND THE MOUNTING FLANGE, S1 � THROUGH ( EXTERIOR WALL SHEATHING 1:LEV SECTION NAvoW�� IN WATER SHEDDIHIG,FASHION, SECTION A GTE KALL DAM THE DAOr $ (DIN IN WATSHCDDIND FASHION, THE WALL ! WORKING,TOKARD.9 THROUGH WINDOW JAMB � � STARTING AT THE BASE Or THE TOP,INSTALL THE VM THE TOP,IKA"NSTr��"meeAD N KIGK-OUT (WRB) WEATHER RE515TANT BARRIER TH rpm 115. OF THE BEHIND NG ®APPLY SILL FLASHING, 8 7 ✓ �� ®APPLY SILL FLASHING, APPLY JAMB PLASHING, 5x5 FLASHiN6 w/ KICK-OUT g g ��g� APPLY BEAD OF SEALANT ®APPLY DEAD OF SEALANT MTL. ROOM n TO SHED WATER AWAY FROM HOUSE g 8g AT BA" PLANSF I '. WINDOW SEAL THE WINDOW FRAME TO AROUND THE PERIMETER OF PER SPEC. 2 THE BACK SIDE(INTERIOR PAN HEAD 50REPIS TO � �� NOM. SUR ,A�OF I„I � (WRB) OVERLAPS T}� 5x5 FLASHING k FACILITATE IN9PBGTION > (INTERIOR)OF"a NWOW MOUNTING FLANGE HIST. PER SPEC. ®APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY SIDE �-��HOLES OR SLOTS. IMMEDIATELY INSTALL WINDOW ROOF SHEATHING 00 ill g o I JAMD6 txTLTD b 14 FLASHING, USING PAN HEAD SCAMS TO O APPLY JAMB FLASHING BEAD BETYvm FACILITATE INSPEGTUON PLASHING, I APPLY BEAD OF SEALANT(5) N.JAMB FLASHIJ[�'+ PLASHINS MD MOUNTING APPLY BEAD OF SEALANT L BEAD OLToem AT HEAD APPLY COSEAL TO THE MOUNTING FLANGE. ®A4111096,THIN FACE OF MOIMNS AM � INSTALLATION FASCI I PLANGES AT THE YVIN(HEAD)AND MOUNTING FLANGE AT HEAD PLASHING. 1 ®APPLY HEAD PLASMINS SIDES(JMMB6,J� DOFF IW�OK � ® �APPLY HEAD FLASFIING, Y A 9j'NOM DIA I ANTED TO SEL FRAIL SEALANT AT a K• SEAM 4 TO SEAL PRM E 1 Rip BEAD OF xx�NT TO THE HOLD BACK FASCIA ®REMOVE PREVIOUSLY APPLIED THE HILA AT HEAD: JAMB 5409'!100(INTERIOR)OF THE AND DRIP EDGE 2" TAPO,ALLOMNN6 WRD TO LAY FLASHING INTO SE/A1-�AND �'IOVL"PROVIOUSLY APPLIED PLAT OVER HEAD PLAT HIND. FASTEN IN PLACE. (PLA9HNS TAPS,ALL.OPING,HIRE TO LAY MOUNTINS FLANGE AdROUHC FROM FADE OF WALL APPLY NCH SI EATNNS TAPE GOES OVER SEAL.MW). MFE T OVER AR FLASHING. THE ENTIRE PERIMETEC OVER DIAGONAL GUT-SEE APPLY NEW SHEATHING TAPE PLACE DEAD IN LINO WITH O MAIISRAM. SECURE METAL DRIP EDGE ko OVER DIAGONAL CUT-SEE ANY PREH9�GFED HOLES -PLASMINS AT HEAD EXTENDS IDE FACE Or- 0 � H� AT HEAD S DIAGRAM, OR SLOTS. • IN BEYOND JAM FLASHINS. XTERIOR WALL icQ ` 0 C1�HEAD FLASHING c PLASHING,AT HEAD eND' , E y, APPLY A CON.SEAL ALONG, EXTERIOR FINISH A 0MOLINTIND FLANGE AT THE ® .�IH NG a HEAD 0 MMAO PLAdHIN&GOES BOTTOM OF_ �ee� PER PLAN was a FASCIA p( PLASHINS ®HEAD FL-ASHIN6 ® AGAINST SEALANT(I`LASINS 2" O 0 EMBED BOTTOM or THE Gots OVER SEALIdIT). x HEAD FLASHING A&MNST VXfOW HEAD PL.ASHHIND ol. O THE PREVIOUSLY APPLIED BEYOND EACH JAMB FLASHING. SEALANT OUTSIDE FACE Or- OVFASTEN IN PLACE EXTERIOR WALL w HEAD rLASHNG BEYOND w EAGN JAMS FLASHING. ® FASTM IN PLACE. 001 �A ®JA1� FLASHING /, Z A gl�ll�NS ij% A FROM EXTEND JAMD rLMAING H.AedFING,. EXTEND TO OVERLAP SILL //' JAMS FLASHING b)S' ' FLAB ING. EXTEND �' � / o 042014,"AT HEAD � a" SEALANT � I�K-OUT EL65H I NC SCALE: NTSIAMB �--� OPENING AT HEAD. GORNE RS TO ABOVE ROUGH APPLY TAM AT TUCK TOP Or aI" SEALANT TEM'OR MLY HOLD a JAMB M9HING PLASHING IN PLACE SILL UNDER THE FLAP UNTIL MRS iS APPLIED. w OF MRS,AT THE HEAD.SEE DI .+ SLL P!AdHNd ® !INTIM AND ADJUST WINWA TO AOMIEVN SWAM, n :;. 00 1!►LUH73 AND LEVEL. HDITTON. USE CORROSION I �I ` SFNM AND ADJkHT WINDOW TO II '- A�. ® PLUMB,AND LEVEL GOHDITION. OE GOIRIROSION O NIFAGTUIROR FASTQIR SPEGN'IGATIONS. WINDOW MANUFACTURER SPEC~TIONS. PER CUT � q, � �I�' i�THER RESISTANT c„T OWEATHER RESISTANT O k LINE W BARRIER 1WRB) AT %oDEGREE MmA cwun L.Y GUT THE N AT A 46 DOOM ANGLE,C44WA LLY GUT THE B ARIIIRTEIR ON A DVrSONAL GENTLY RASE THE I DRIP EDGE FLASHING: dM TORS C4R R THE BARRIER UP AND TAPE THE O � d DJ4tlRlOt ON A DIAGONAL. GENTLY IiN'JE T1'! �� C z TOP RPMWRI �THE B CANTER T THP AWE YXTE THE TOA coRH� MD cEHtl�t THE A PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE D TOP CORHCCS AHD GARTER TO TFE�x17D1lIOR M�SURrAGE ADO'VE. HMO SURFACE ADOVr- l INTERIOR VIEW INTERIOR YIEY�I ROOFS. OVERLAP TO BE A MINIMUM OF 3 INCHES (16 mm). EAVE �o o, v DRIP EDGES SHALL EXTEND 1/2 INCH (13 mm)BELOW SHEATHING d TOP LEFT C40RNER OF WINDOW TOP LEFT CORNER OF WINDOW AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 NCHES (51 mm). DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE Z INSTALLED EITHER OVER OR LAGER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 4 INCH (102 mm)WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE ° ------- - ----- MECHANICALLY FASTENED A MAXIMUM OF 12 LACHES (305 mm) ca a > ` _ ON CQ�ItER WHERE tNE BASIC WIND SPEED F'ER FIGURE a� 0 i (2) #8xl .�GREW5 i ------------------ ----- -_-------_ 8301214) IS 110 (1'11 km/FT)OR GREATER OR THE MEAN ROOF v W i EACH SIDE OF , mph I,41NCWREEN 1 EACH CORNER I HEIGHT EXCEEDS 33 FEET (10 058 mm), DRIP EDGES SHALL BE •�; S� (16 TOTAL) ELEV PER SPEC. I MECHANICALLY FASTENED A MAXIMUM OF 4 ACHES (102 mm)ON 0 CENTER METAL SPARK 0 ARRESTOR 2x4 I I 2 VALLEY FLASHING: VALLEY LININ55 SHALL BE INSTALLED IN ACCORDANCE WITH THE 2x4 02 SPF j MANUFACTURER'S INSTALLATION INSTRUCTIONS, BEFORE APPLYING 10-0 EXTERIOR FINISH 5 PLY GCNZNERS I MTM 5HIN6LE5. VALLEY LININSS OF THE FOLLOWING TYPES '01PER SPEC. 4 Ib" O.G. I SHALL BE PERMITTED: I I RCIOS.4.b PLASHING:------------ --- ROOF VALLEY FLASHING SHALL BE PROVIDED OF j I O I CORROSION-RESISTANT METAL OF THE SAME MATERIAL AS THE ASIREQ'D j ROOF COVERING OR SHALL COMPLY WITH THE STANDARDS IN TABLE RW5.4.4.THE VALLEY FLASHING SHALL EXTEND AT LEAST O I 8 LACHES (203 mm)FROM THE CENTER LINE EACH WAY AND SHALL HAVE A SPLASH DIVERTER RIB NOT LESS THAN 3/4 INCH (19.1 mm) 44 HIGH AT THE FLOW LINE FORMED AS PART OF THE FLASHING. O SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4 LACHES (102 mm).THE METAL VALLEY FLASHING SHALL HAVE A 36-9404-WIDE (914 mm)UNDERLAYMENT DIRECTLY UNDER 2xb 02 SPF IT CONSISTING OF CNE LAYER OF UNDERLAYMENT RUNNING THE FULL LENGTH OF '!'HE VALLEY, IN ADDITION TO UNDERLAYMENT I I I REQUIRED FOIR METAL ROOF SHINGLES. CHIMNEY FLUE I I I O RIDGE FLASHING: I I I 2x4 #2 I I i I THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-5HEDINB CHIMNEYS SHALL EXTEND AT LEAST TWO 5 PLY I I 2x4 02 SPF I 2I FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE HIGHER THAN ANY PORTOPI OF A SUILDI 4 Ib" O.G. I I I FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT WITHIN 10 FEET, BUT SHALL NOT BE LESS AN � � VALLEY FLASHING I � (36) O.G. MAXIMUM TO THE OPPOSING 510E OF THE ROOF. 5 FEET ABOVE THE HIGHEOT POINT I ----------- REPEAT THE PROCEDURE FOR THE OPP051N6 SIDE OF THE THE CHIMNEY PASSES THFW THE ROOF I i ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF 5x5 FLASHING i 5x5 FLASHING UNDERLAYMENT OVERLAPPINS THE RIDGE. UNDER HOUSE UNDER HCX)5E I WRAP (NRB) MAP (MB) I I O NIP FLA5HIN6: I I MSTA16 w/14 IOd. NAILS I I THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-5HEVING • EACH CORNER TO BLOGKIN6 I I FASHION. AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER THE HIP AND MEGHANIGAMLY FASTEN, AT (56) INCHES O.G. (2) 2x 5YP BLOGKIN6 R)/4 I MAXIMUM TO THE OPPOSING 510E OF THE ROOF. REPEAT THE O PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. WHEN. ONO" NAILS EACH END I I COMPLETED, THERE WILL BE TWO LAYERS OF UNMR.LAYMENT OVERLAPPINS THE HIP. I I I I ��-i----------------------------------- -�� 5 GRIGKET5 AND SADDLES FLASHING: A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN (30) INCHES (162 mm) O WIDE.CRICKET OR SADDLE COVERINGS SHALL BE SHEET � N/ METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. j GH I MN Y FR/4M I NC SLASH I NC SCALE: NTS THE RI06E AND VALLEY FLA5HING OF CRICKETS OR SADDLES SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON _ Q THE MAIN ROOF. WRAP ARB O ��w.= f b BASE AND OLNTERFLASHIN6: ♦ C. INTO OPN6. � •� O O O 1 ♦ BASE AND COUNTER FLASHING SHALL ISE INSTALLED IN ♦ ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION WEATHER RESISTANT BARRIER INSTRUCTIONS, OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4 WRB♦; OVERLAPS THE 5x5 FLASHING INCH "L" FLASHING SHALL BE SET IN APPROVEDLu FLASHING CEMENT AND S£t FLUSH t0 THE BASE OF THE WALL, AND OYER `� `� 450 HIRE , / \\ j GUT AND FOLD 5x5 FLASHING THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL V V Q GUT ■ TO FORM K[rK-•OUT AS TO SHED m FANGES SHALL BE FASTENED b INCHES 1152 m i ) CN CENTER g.. L ■ WATER AWAY FROM HOUSE W TH ,APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF: 1 �_ ■ 4 INCHES (102 mm),FULLY SEALED IN APPROVED FLASHING < 21u ® ® ■ CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF 1 ; • THE ROOF t0 ENSURE WATER-SHEDING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE V ♦ SEE SHALL BE SEALED,COVERING ALL NAIL PENETRATIONS WITH Z ® ® ♦ WRB ♦ ELEV 1 ♦ ♦ APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES Z 1 U.I O Z SHALL OVERLAP THE HORIZONTAL FLANGE, AND SHALL BE SET IN •• .�♦ ♦♦ APPROVED FLASHING GEMENT. < Z 1 ♦ BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT '� IINS ♦♦ ♦ • METAL PROVIDED N SECTION RW52B.1 OR MINERAL SURFACE MRSZ O`� L ARD PER Ste. ♦ 5x5 FLASHING ROLL ROOFING, WEIGHING A MINIMUM OF 111)POUNDS PER(100) V REMOVE BOTTOM MODIFIED "J„ TEWORA'RILY TA UP TOP FLAP INSTALL VULKUM AT THRESHHOLD /��'w/ KICK-OUT SQUARE FEET (3.16 kSA 12). COINTERFLASHING SHALL BE O NRB FLAP GUT IN NRB INSTALL DOOR, SHIM DOOR TO LEVEL PER MFIS. INSTRUCTIONS. >. H6T. Pf R SPEC. "�' �11 TO SHED WATER PROVIDECORROSID NN t�ABLE 903 INSISTANT �THE IFLORIDAI BUILDING CODMUM E � m PLUMB AND SQUARE DOOR TO OPN6. METAL DRIP EDGE I LASHING (2004). UJ ♦ METAL DRIP EDGE "T FLASHING 5 x 5 GALVANIZED t !L FA,SGI .. OI 26 AGE GALVANIZED O 2Nq AGE GALVANIZED O 2b N.T.S. 6ALVANI M ® o © 1-1-1 Ll a" - 2' all ® ® ® ® ® BY: 01 12" Otto" K$G/DH/B� EXTERIOR FINISH PER PLAN I I GABLE END TRUSS Ri'O w/ KEYED SLASH I NC DATA I L5 �'® ® ® GALE: NT5 II ° all 0/11 ADDITIONAL NOTES: L L I) THESE PLANS ARE DESIGNED TL0 BE IN COMPLIANCE WITH THE gGALE� A5 NOTED mm ! WR9 STANDARDS ESTABLISHED IN SIEGTION 62B-55.00'1 APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD F N6, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL IIIIIIIIi4ETAL ROOF I NO FLORIDA ADMINI5TRATIVE GOIDE- JOIS NJNIBER: 4183 OF DOOR TO DOOR FRAME TO WRB BEYOND DOOR ROU W OPN6. GUT IN WRB WITH SHEATHING TAPE 11-411 2) THE MAIN WIND FORGE RE5ISTIN`16 SYSTEMS ARE DESIGNED EXTENDING 8\" ABOVE DOOR ROUGH OPNG IN AGGORDANGE WITH SEGTIOh11 b, ANSI/ASCE -1-02 D` "MININMUM DE516N LOADS FCS BUILDINC75 AND OTHER : NOTE: ALL FLASHING WILL BE SELF ADHEARIN6 AND ROLLED OMOOT14 AND T WITH A J-ROLLER. I ��O� NALL STRUCTURES" TO WITHSTAND TK WIND LOADS A550CIATED IO/25/1I, II�IAI AWITH A MINIMUM BASIC WIND 51EED OF 120 MPH. A A 3) THE COMPONENTS AND GLADD11N6 HAVE BEEN SELECTED DW6�_ EXTERIOR DOOR SLASH I NC ' NTS C ABLE -I HIP I P RETURN SLASH I NC SCALE: NTS AND THEIR USE INCORPORATED' INTO THE DE516N AND SPEGIFIGATIONS IN AGGORDAN CE WITH SECTION b OF THE "MINIMUM DE516N LOADS FOR IFUIL.DIN65 AND OTHER STRUCTURES" MENTIONED IN NO'1f'E 2• A15 OF Ict Notes: Notes: Notes: Notes: 1) The maximum thickness 1 Protect the rough 1 Provide control oin of foam plastic ) opening against g water ) where no movement in 1) The deck attachment J A insulation allowed b method �s independent I Y penetration by wrapping the stucco is anticipated of the cladding. Care code is typically 4" with a barrier membrane. SHEATHING or where an aesthetic must be taken to WOOD FRAME (100mm). Direct any water feature line is desirfad• prevent water penetration g . penetration to the Provide expansion jcbint into the wall assembly SHEATI ING 2) The exposed surface EXPANSION JOINT exterior at or above the where movement isSHEATHING via the attachment �� A mushave a mt hinimum sill pan flashing. (Refer expected. (See detain mechanisms EXPAN ED METAL LATH SHEATHING to details 5.21 and 5.52) EXPANDED METAL LATH slope of 1:2 (27'). In 8 e MOISTURE BARRIER flashing on the surface 3 FF MOIST E BARRIER MOISTURE BARRIER ) � � locations where ice and 5'22 ' 2 Provide flat metal snow may accumulate, 2) Control joints may The - of thewallwhere the increase slope. 2 Provide head flashing installed over expanded STUCCO SYSTEM deck is to be attached CORN REINFORCING EXPANDED METAL LATH ) 9 over the window to STUCCO SYSTEM metal lath. CASING BEAD direct water away from so that the finished 3) Provide resilient CASING BEAD stucco system will the window. Fold flashing membrane and mesh on FLASHING over the window STUCCO PRIMER overlap it a minimum STUCC SYSTEM upper surfaces of EIFS FLOOR LINE EXPANSION ION JOINT - of 4 10 Omm AIR SEAL head iamb interface. features projecting more STUCCO FINISH COAT EIFS RMWORK than 2" (50mm) from FLASHING OVER DECK the stucco surface. 3) Provide continuous air4 NOTE SEE 3) Slide a folded flashing WINDOW FRAME HEAD ( ) BASE OAT AND MESH barrier around the CONTROL JOINT up under the first flat U LAPPE ONTO FACE OF OCS interior perimeter of the END DAM FLASHING flashing and position it BARRIER MEMBRANE window to reduce: below the planned o Z leaking, condensation position of the deck. to 6-:5co �- RESILI T MEMBRANE AND related to air movement, a MESH N UPPER SURFACE WINDOW FRAME JAMB and sound and insect FLAT FLASHINGa v (SEE TE 3) intrusion. 4) Provide a folded flashing Fover the planned deck DECK AND ATTACHMENT STUCCO FINISH COAT i . position to direct water STUCCI 1 PRIMER awa from the deck a 4) Provide expansion joint Y 6 a i l STUCCO PRIMER at the corner of opening BARRIER MEMBRANE connections. "w STUCCOFINISH COAT STUCCO SYSTEM for stress relief. FLASHING UNDER DECK EXPANDED METAL LA (INSTALLED BEHIND FLAT pr CASING BEAD CONTINUOUS BEHIND 5) Provide flashing end x FLASHING SEE NOTE 3 a JOINT ) ( ) dams on each side of O EIFS TURES LESS THAN the second folded EXPANDED METAL LATH 2" 50 MM THICK MOISTURE BARRIER CASING BEAD AROUND DECK ( ) j flashing. Set the end a' MOISTURE BARRIER j dams in sealant. PERIMETER SEALED TO ' k FLASHING AT SIDES AND �.J WOOD FRAMINGi BOTTOM 6) Provide barrier membrane over the STUCCO FINISH COAT flashing so it will be 8Z positioned behind the STUCCO PRIMER deck ledger. 7) Terminate the stucco system a minimum of 2" (50mm) above the ii deck and 3/8" (10mm) W from the perimeter of STUCCO 5U I L D -OUT E I S 5A11DING STUCCO WIN OW J A IB and SILL. STUCCO CONTROL JOINT STUCCO DECK I=L A5H I NCS the building. n NOT TO SCALE NOt TO SCALEH NOT -TO SCALE NOT t0 SCALE Notes: Notes: Notes: Notes: 1 Install stucco wee dM a' screed to terminate 1) Wrap barrier membrane 1) Wrap moisture barrigr 1) Protect the rough b minimum 8 (200mm) minimum 8 (200mn�) opening against water p•D o r minimum 1" below around inside corner around inside corner: i penetration by wrappingn \.J bottom of wood plate onto moisture barrier 4 over sheathing. and a minimum of 8" with a barrier membrane. � 2) BDirect an end lath at inside Y water �-- WOOD F ME above finished grade or .19corner and extend pest penetration to the 0 Z as required by code. CONCRETE MASONRY 2) Inside corner joints corner minimum 24"' exterior at or above the are not recommended EXPANSION JOINT pan an flashin Refer where the substrate (61000) in both 9 SHEATHI 2) Lap moisture barrier into O directions or use cor. to details 5.21 and .� construction on either rner SHEATHING � a4 weep screed to direct ME 5.22 . c� q EXPANDE METAL LATH water to the exterior. side of the corner is WOOD FRAME lath over abutted m@tal ) m the same. lath. Fasten securely at MOISTURE BARRIER ,ya the corner. a W MOISTUR BARRIER EXPANDED METAL LATH „ 2) Provide head flashing .; 3) Provide water proofing SHEATHING SHEATHING over the window to at the foundation to CASING BEAD direct water away from protect the support O MOISTURE BARRIER FLASHING CONTINUOUS the window. Fold flashing structure from rising � STUCCO CRATCH COAT damp, O BARRIER MEMBRANE FLASHING the window AROUND CORNER CONTINUOUS AIR SEAL head-jamb interface. STUCCO IROWN COAT AROUND CORNER WINDOW FRAME HEAD 3) Provide continuous air r barrier around the - STUCCO RIMER MOISTURE BARRIER interior perimeter of the BARRIER MEMBRANE leaking, condensation STUCCO INISH COAT window to reduce: EXPANDED METAL LATH related to air movement, EXPANSION JOINT �-- WINDOW FRAME JAMB and sound and insect intrusion. EXPANDED METAL LATH STUCCO FINISH COAT STUCCO SYSTEM 4) Provide expansion joint STUCCO PRIMER at the corner of opening STUCCO PRIMER STUCCO SYSTEM for stress relief. WEEP SC EED TERMINATION STUCCO FINISH COAT CASING BEAD STUCCO SYSTEM o FOUNDATI N WATERPROOFING - EXPANDED METAL LATH STUCCO PRIMER MOISTURE BARRIER D D D FOUNDATI N STUCCO FINISH COAT D p WOOD FRAMING i D 0 0 D o D TUCCO JOINT -M INSIDE CORNER STUCCO JOINT 's INSIDE CORNER STUCCO TERMINATION AT GRAD DIFFERENT 6455TR4TES) (&I1"IILAR SU55TRATE5) STUCCO WINDOW HEAD NOT t0 SCALE TO SCALE r ITO SCALE NOT TO SCALE Notes: Notes: Notes: Notes: 1 Provide barrier SHEATHING T�/ 1) Provide expansion joints 1) Install moisture barrier 1) Provide step flashing V membrane behind where movement in continuous aroundminimum 4" t10000 M flashing assembly stucco or substrate is corner without break for EXPANDED METAL LATH extending up he wall. Q integrated with moisture anticipated: minimum 12" (300mrn), barrier. - at floor lines, - at dissimilar STUCCO SYSTEM 2) Provide stucco system 2) Lap stucco over the construction materials, 2) Install expanded metdl overlap of the step 111G flashing assembly at - at existing building or lath continuous around STUCCO PRIMER flashing 2" (50mm) and SHEATHIN corner without break the top by a minimum SHEATHING expansion joints in the WOOD FRAME for terminate stucco system of 2" (50mm) and construction, minimum 24" (610mrrn), minimum 2" (50mm) �- STUCCO NISH COAT terminate with 3/8" - at changes in building STUCCO FINISH COAT above the finished roof. i' (10mm) joint around height, The space permits STUCCO RIMER the perimeter. - at columns or SHEATHING 3) Attach corner bead o)ver MOISTURE BARRIER re-roofing at a future V cantilevered areas, lath. " date and helps prevent - at maximum 144 ft' TERMINATE 2 (50 MM)FINISHED ROOF debris from accumulating O STUCCO TEM 3) Refer to detail 1.65b (13.4 m') intervals. MOISTURE BARRIER ABOVE between the roof and tu for assembly of saddle STUCCO SYSTEM 4) Metal accessories ares CASING BEAD stucco system. A weep EXPANDE METAL LATH flashing. susceptible to corrosion screed may be used to STUCCO PRIMER 2) Do not exceed length to EXPANDED METAL LATH in costal environment%. STEP FLASHING terminate the stucco if width ratio of 2.5:1 in - Metal corner beads mOith deemed appropriate. MOISTURE BARRIER STUCCO FINISH COAT solid metal no Z x� ~ r expansion point layout noses area SEAL BETWEEN CASING < 0 Z r WEEP SC ED TERMINATION EXPANSION JOINT and do not exceed more CORNER BEAD FILLED SOLID susceptible to corrosiron BEAD AND DIVERTER ;3) Terminate the step Z than 18' (5.5m) in any WITH STUCCO in exposed exterior flashing with a �" SADDLE F ASHING (SEE direction without an applications. water-tight diverter DETAIL 1.1 5b) expansion joint. ROOF FINISH (kick-out) flashing to Z < M < V STUCCO SYSTEM direct water into the DIVERTER FLASHING gutter. Refer to detail 0 Id — BARRIER I EMBRANE EXPANDED METAL LATH 3) Provide expansion joint 2.62b on fabrication of ED m PARAPET ILASHING ASSEMBLY DISCONTINUOUS AT JOINT over the moisture barrier STUCCO PRIMER a diverter flashing. and lap the expanded EDGE FLASHING (NOT ILLU TRATED) In MOISTURE BARRIER metal lath over the joint Q flanges. Metal lath must 4) Provide a 3/8 (10mm) r Q CASING B D be discontinuous at the STUCCO FINISH COAT GUTTER joint around the diverter CD1 expansion joint flashing and seal. SEALANT I ETWEEN CASING accessory. BEAD AND FLASHING 4) Back two piece D V41061 BYS KBC/DH/BV expansion joints with STUCCO ROOF/WALL DIVERTER FLASH INCA barrier membrane. NOT TO SCALE Byt VATEsi ADDITIONAL NMS-- I) THESE PLANS ARE DE&IGNED TO BE IN COMPLIANCE WITH THE AS NOTED STANDARDS ESTABLISINED IN SECTION 628-33.00'1 FLORIDA ADMINISTRAt11VE CODE. ' 4783 2) THE MAIN WIND FORCE 4,IRESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH 6ECTION 6, ANSI/ASCE 1-02 "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER � � � I �IISTRUCTURES" TO WITH&TAND THE WIND LOADS ASSOCIATED STUCCO SADDLE FLASHINGSTUCCO EXPANSION JOINT STUCCO JOINT a OUTSIDE CORNER WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. cws NOs 3) THE COMPONENTS ANd CLADDING HAVE BEEN SELECTED NOT TO SCALEA 11 AND THEIR USE INCORPORATED INTO THE DESIGN AND NOT TO SCALE NOT t® SCALE SPECIFICATIONS IN ,ACXORDANCE WITH SECTION 6 OF THE ,MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER C STRUCTURES" MENTION9.D IN NO'T'E 2. A 14 Or I 1 STANDING SEAM METAL ROOF o/ � 2'-011 PT. Ix4 NAIIr;ERS * 12" O.C. (MAX)o/ s gs 0 ROOF MELT ON 1/16" STRUCTURAL ORSHEATWIW-* w/ PLYCLIPB _..-:. ... ALUMINUM I&AyE DRIP - ;,,.... CONVENITIONAL FRAME ROOF UI P.T. 1x2 NAILER ^-,• 12 SIZE ANIP SPACING PER ENG. � �� ' 2x6 FASCIA, CONVENTIONAL FRAME ROOF • SIZE AND SPACING PER ENG. 35 + _ 2x6 EXPOftD RAFTER TAIL 12 i g . GONvENtIONAL FRAMI� ROOF R-22 ICIr'NENAEtI INSULATION SIZE AND SPACING PER ENG. BEAD BOARD -OR- >35 lN0 T L ON REQUIRED) 3 8 TION - t4G FINISH � R-22 ICYWENE INSULATION � �ol I I ((NO VENTILATION REAQUIRED) MZE (NO VENTILATION REQUIRED) pT�°14AIL RS METAL SEAM 1OZ. (MAX)Oo/ 6" WD.FRI -- STANDING SEAM METAL ROOF o/ 1 II •30 ROOF FELT ON 1/16" STRUCTURAL 8" WD.FRIT w/ PT. Ix4 NAILERS • 12" O.C. (MAX)o/ 2 _0 BHEATHIMIG w/ PLYCLIF'S 19 1 MOLDING v30 ROOF FELT ON 1/16" STRUCTURAL O.H. sls `3 21-011 SHEATHING w/ PLYCLIPS - METAL 8TRtAPPMG • EA. O.N. `` "=' ' __ METAL OTRAPPING • EA. CEILING JOIStB ;°sY r.,Y_• RAFTER 04ARING POINT RAFTED BEARING POINT A TIES - ` COLLAR E PER ENG. :c': :. METAL CRAPPING EA /: :;w.: ;,.- SIZE �`Y ENGR SIZE 4 _ _ ' ' _ n'PP�: B ENC-p, - A INC - -f.•.. INCs 1 RAFTER BE R POINT _ 8 GYP. BD ON LG TYP ;: : .. ,..:•�:::: a - D TAIL "k= t 2xb EXf�'OSE RAFTER L 81 Y CUSTOM �:..�,_ , <�-,,, _ SIZE TYPE B ENGR _ F1'�'ON OR - `-�� - 2 Y tPLATES SPE CTIS xb NOZ S.YP. OP t8 - �RAC.KE - ,'y:j 2x6 EXPOSED RAFTER TAIL - - �— UMINUM SAVE DRIP -19 BLANKET INSULATION - ALUMINUM EAVE DRIP - n;;;:'` P.T. 1x2 MAILER 5/8" GYP. BD. ON CLG'S (rYP) _ 3" RADII4� P.T. 1x2 NAILER 1 C ka 2x& PT TOP 5/8" GYP. BD. ON CLG'8 (1f'P) 3" RADIUS BOLT PER ENG. ATE ' a•° t4G FINId+H o i--I BEAD g10ARD -OR- I N V Z (2)2x6 NOZ S.YP.TOP PLATES BEAD BOARD -OR- CONC. LINTEL PER ENG. � - 6" WD.PIRIEZE � T4G FINISH , PLATE t0 STUD STRAP • )O.C. 611 UIUD.FRIEZE a 811 WD.FRIEZE w/ ' " GYP. BD. ON WALLS (TYP) �� MOLDINfi� in NOTE: INSET 3rd FLOOR PERIMETER R-19 BLANKET INSULATION- 8 WD.FRIEZE w/ O STUDS APP4W>c. V2" t0 ALLOW MOLDING as o FOR 4" "ATNIidCs TO FLUSH ° ; SHAKE SIDING o/ pO 11/2"A 1/2" FURRING • 16" OAC.o/ x J x6 STUDS * 16" OAC. OUT WITH G.QNu, pELqu, TYI/EK(:PR EQUAL DRAINAGE PLANE o/ HREADED ROD SYSTEM SHAKE SIDING o/ a ; 8" CML. N 1 1/2"xl 1/2" FURRING • 16" O.G. o/ P4 SHAKE SID( TYVEK OR EQUAL DRAINAGE PLANE o/ (NOTE: end AND 3rd FLOORS ►dfCs o/ W_ 1/2" STRUCTURAL SHEATHING ALL WINIPOW AND DOOR TRIM, 11/2"x1 IO FV�FUAL • 1 I OAC, o/ a a BRAGCjttB,FRIEZE, LIGHT FIXTURES, ETC. ° TYVEK OR EQUAL DRAINAGE PLANE o/ xb N0.2 S YP. BOTTOM PLA 1/211 STRUCTUP*AIL SHEAI14Ws � II (NOTE: 2nd AND 3rd FLOORS _ " (NOTE: 2nd *4p 3rd FLOORS Z�Z 1/2 GYP. BD. ON WALLS (T'A'P) ALL WINDOW FRIEZE,AND OOR ETC. p 1/2 GYP. BD. ON WALLS (TYP) TO BE INiBTALLED OVER BLOCKING) ALL WINDOW.ANo DOOR TRIM, r u t0 BE INSTALLED OVER BLOCKING) ; 11/2" FURRING ° ; '�� -2" FLOOR OOR SYSTEM FLOOR TRUSSES t HS AILLED OVER BLOCKINGBRACKETS,PwEZE, LIGHT S jETG. r O (P PER MANUFACTURER'S SPEC'S) to �� RIGID INSUL.MEN h ER 3/4" T4J PLYWOOD 2xb STUDS • ib O.C. I RJEFLOOR (GLUED AND SCREWED) I . � °I RE INF. PIER ENG. � a► STUD TO FLOOR STRAP n • ( )O.C. rel MEMBRANE STRIP At _ WOOD FRAME / C.M.U. INTERSECTION 2xb NOZ S.YP. BOTTOM PLATEP.Y.l2)2x10 LEDGER BD. (BOLT AS REQWRED) a I 1�, k I ° P-411 FLOOR SYSTEM r II 1 °I 1'-4" FLOOR SYSTEM OPEN WEBBED FLOOR TRUSSES /8 GYP. BD.ON CLG S 1 (PER MANUFACTURER'S SPEC'S) a OPEN WEBBED FLOOR TRUISSEB -19 BLANKET INSULATION _ ° (PER MANUFACTURER'S SPIEC'S) UNDER 3/4" T4J PLYWOOD ; cq i UNDER 3/4" T4J PLYWOOD SUBFLOOR (GLUED AND SCREWED) ;1 d CO) x8 P.T.TOP PLATE ; SUBFLOOR(GLUED AND SCREWED( Lt PER ENG 1 1/2 SHEATHING R-22 IGYNENE INSULATION I/2" SHEATHING . LINTEL PER ENG. , P.T. 2x8,FAIR �r , II P.T.P2x8,(FAIR ° P.T. 1x8 I TO 81 ';":" ° RIPPED SIZE '' - I r y� •vfv ti Y ri^:r 1y] s•`•V '4t' - - a °I l° m MOLDING _ M`r�.�� m FYPON UNG cn _ c'1 1°AOL a.4-:•Kr 1 9 '4 ♦, i y ac. MLD 311-16 -a.'�:-<•::,� 311-16 UO MLD 311 P.T. 2xb j 1 P.t. 2xb "4 a4 ' P.T.2x10 i i — rte, o P.T. 2xl® - ° FLASHING LUCKED UNDER • °.,-J a•; FLASHN* TUCKED UNDER �D °� W SHAKE SIDIi� o/ R-22 ICYNENE INSULATION m TYVEK VAPOR BARRIER _ TYVEK VAPOR BARRIER •_��- - 5/8" TYPE X GYP. BD.ON CLG'S = ' ITMKI/20R" 1IIIQRING • 16" OCG. o/ = MEMBRANE STRIP UNDER MEMBE STRIP UNDER - 811 C.M.U. QUAL DRAINAGE PLANE o/ 5/8" TYPE X GYP. BD. ON CI ,.�a FLASHING JOIST / TRUSS HANGERS FLASHING SMOOTH SIDINCs CONC. LINTEL -TIE N WITH 16"x16 F 1 REINF. PER NIG. P.T. 2x8 PLATE - - CONC. SUPPORT COLUMNS (BOLT AS REQUIRED) " V2° EAINSION JOINT 1/2 EXPANSION JOINT _ '° - CONC.LINTEL -TIE IN WITH 16"xlb° BOND BREAKER AND 1611x16" LONG. SUPPORT 1 BOND BIIREAKER AND A " GYP. BD. ON WALLS (TYP CONC. SUPPORT COLUMNS ELASTOMERIC SEALANT COLUMNS BEYOND ELAStpp11ERIC SEALANT 1/2" FURRING I (GID INSUL. 16"xl6" CONC. SUPPORT - } 7I ° COLUMNS BEYOND _ 1 I k :l f I� .t. (2)2x10 LEDGER BD. " " BOLT AS REQUIRED) °�' - 8 CMU BLOCK 8 CM BLOCK 1 BREAKAWAY WALL BREAK-AWAY WALL ° -4" FLOOR SYSTEM UEBBED FLOOR TRUSSES R MANUFACTURER'S SPECS) - ° I3F T4J PLYWOOD BOOR"(GLUED AND SCREWED) ' 1/2" SHEATWIWs P.T. 2x8,FLAII}�t 1/2" GYP. W.ON WALLS (TYP) 1/211 GYP. BD. ON WALLS (TYP) P.T. 1x8, RIPP�p TO SIZE 1 1/2" PURRING 1 1/211 FURRING ' FYPON MOLDING PAINTED TWIN BRICK VENEER o/ THIN BRICK VENEER o/ I° MLD 311-Ib PAINTED' I ° _ MORTAR SETTING BED o/ p P.T. 2x6 UNREII�ORCED 4" GONG. - MORTAR BONDING AGENTCH COAT o/ MORTAR:SETTING BED o/ P.T. 2x10 = MORTAR:SCRATCH COAT o/ BREAK-AWAY GARAGE SLAB WATERPROOFING ol BONDINGf� AGENT o/ WATERPIRO�ING FLASHING TUCKED UNDER 1 - TYVEK VAPOR BARRIER /8" GYP. BD. ON GLG'S 14.83' NAVO NAVD MEMBRANE STRIP UNDER -19 BLANKET INSULATION 1= FLASHING 1433' NAVD 1433' NAVD Lla IST / TRUSS, HANGERS I � ° r, ° ° y a FIN.CsRA1PE VARIES At GARAGE a G. LINTEL PER ENG. ' FIN.GRADE VARIES AT GARAGE ` \ \ / / LOWEST 14140' AND HIGHEST 1850' NAVD \ \\ n \ \\ LOWEST 114J0' AND HIGHEST 1850' NAVO 1-I i a \ / 1\11F•'.11'r�p YID`\ i '� r\�/� y P. \/ r•�11 \� �\ �\ / / /,� ori •�/ i" THICK SAND BOND `' \ \ \ r --- \, ° _ ;J .A pl CHICK *AND BOND i / / / BREAKER LAYER IN-BETWEEN �� % I °+• < _ j/ , //j'/ /� BREAKL� AND BETWEEN AY S GRADE BEAM AND BREAK-AWAY SLAB r•� I i �;!/ vA / ,A %\ GRADE WE LAB Q iv `.I •Ate, / A� / ��,V A A `Vy1 ��'r - ---�� `v V //� / A\\V� CONC.GRADE BEAM \ /A v j , 1 1 �il 1 /\A/\,�/ A� I � � I I / CONC.Cs1�DE BEAM _ I1i30'_N_AIID_��/�A / 47 vI P (BOTTOM OF PILE �4P � ' i / j� BOTTOM OF PILEA � , i I �n tu I6" AUGER GASt PILINGS T�� 7 ; ; i �- CAST PILINGS / A!/ SEE S (STRUCTURAL) SHEETS ��/ IISN ' FOR ADDITIONAL INFORMATION / OR �ITIONAL INFORMATION tu 13 13 PAINTED THll�y BRICK VENEER o/ lu MORTAR BETTING BED o/ MORTAR 8CI%ATCH COAT o/BONDING AGIENT ■, -c =� WATEI OO ING o/ Z V aI l 11 8 CML. � < OZ REINF. PER �NG. EXTERIOR, WALL DETAIL AT �X��fi�1OR WALL D �� T 211 GYP. BD. ON WALLS (TYP) GARAGEpouSE CANTILEVER GARAGE HORSE 1/2" FURRING _ 1 G SCALE: 3/4" ■ 1'-0" SCALE: 3/4" ■ 1'-0" am 0 IGID INSUL. tu ° - 1 CD I I ° �I I, 1� I 11 STRUCTURAL CONC. SLAB - ;.� ,I 3' NAvD ' ___ ___ __ A__ _— --s__ .:.__ _�_ - ---- - I vl�o�w,t �r -------------- o c 'i ai I° FIN.GRADE 1+850' NAVO GH6UGED I3YI II � i i % A V�`/\ 77 w �yV ---:`�-=�---�- -_=- j'�//�i\/�/ ADDITIONAL NOTES: ° 8/10/I i �� -_7�:; �4 i 45TANONG SEAM METAL ROOF o/ Z _0 ITT. 1x4 NAIE , RS 12" OZ. (MAX)o/ •30 ROOF FELT ON 1116N STRUCTURAL , O'H• 4WEATNING w/ PLYCLIPS b� TYPICAL EXTERIOR FINISH AL — UMINt M EAVE DRIP - - S - - A GYP.P. BO RD E IP T. 1x2 NAILEROVER CHANNEL FLASHING — r-•= ; -' - 4x SCUD WALL LDI G RAPIERE R(TY a EXT. FINISH UNDER BUI2 FASCIA 9 . 4 DI ATH I NG BU LL �t : ;x" 2x6 EXPOSED RAFTER TAIL S•'r . 2x SOLE PLT e 7 8 CONVENTIONAL' '1 °ROOF STRUCTURALCONT — SIZE AND SPACING PER ENG. IBEAD BOARD -OR- SHEATHING SUB-FLOOR , �� ' R-22 IGYNENE INSULATION °T4G FINISH . PT Ix � 4 S (NO VENTILATION REQUIRED) 16" WD.FRIEZE ENGR. WOODCLGJFL ROOFING 1! 43" FRIEZE W/ WD.FRSYSTEM�R � $ (MOLDING 2x CEILING JOISTS (METAL SCRAPPING � EA. `s AND COLLAR TIES PER ENG. IR,4FTER BEARING POINT 8" WIDE CONT. ROLL I' *IZE 4 TYPE BY ENGR. MIN. b j` 5/8" GYP. W.ON CLG'S (TYP) ' FLASHING NAILED -CUST FYPON OR OF VAPOR OVERLAP (2)2x6 NO.2 S.Y°P. TOP PLATES ISPECOTIIS BRACKETS qsYP. BD. CLG. BARRIER t0 SIDE OF Ix4 4 ° FACE OF ROOF SHEATHING INSTALLED (TYP.) EXT. FINISH PRIOR TO ROOF INSET i INOTE. S SET 3r FL OOR OX. PERIME ALTER W/�ARING PLATE FELT 4 ROOFING � R-19 BLANKET INSULATION FOR 1i" SHEATHING TO FLUSH ANCHOR BOLTS MASONARY WALL OUT WITH CML. BELOUL a Z GYP. BOARD I o 1--I ROOF TOWFLASHING *1 F SN INCA TRANSITION FROM 1 (ROOF SLOPE PARALLEL t0 toIALL) 10 . SCALE: 3" - 1'-0" a 1/2" GYP. BD.ON WALLS (TYP) tIASONRY W TO 0 x 2x6 STUDS * 16" OAC. FLASHING 4 CNTR.FLASHING SUD FAME WALL. a O THREADED ROD SYSTEM � Sf-ALE. N.ts. TYPICAL EXTERIOR FINISH I ' k AT WOOD RAILNG AND POSTS FACE OF G SHEATHIN 2x6 NO.2 S YP. BOTTOM PLV P.T.(2)2x10 LEDGER BD. INTERMEDIATE RAILS SHALL (BOLT AS REQUIRED) NOT ALLOW PASSAGE OF A 4" 1102 mm)OR MORE DIAM. INSTALLED PRIOR-LASHING I'-2" FLOOR SYSTEM SPHERE (TYP.) 4 UNDER PAPER BACK OPEN WEBBED FLOOR TRUSSES METAL LATH O' (PER MANUFACTURER'S SPEC'S) UNDER 3/4" T4J PLYWOOD PWI- a To IST 2W UM �--+ OOR (GLUED AND SCREWED) VULKEM MEMBRANE ON 1/4d' Fe SI Fr."K HARDIE BACKER BOARD �DRAL 1140 TO Z.DIAMM91t CONT.PT 1x4 3/4" PLYWOOD DECK(TYP:,� - TAL FLASHING; SLOPE DECK AS REQ'D. MOL FIMT,eAMr r 70"W, INSTAL E OP w P.T. I"A" OR t lour PRIOR TO ROOFING OF ROOF FELT 4 r � FLASHING FAUX JOIST TAILcq ROOFING ' r a FAUX BEAMS ' SMOOTH SIDING 5/8" GYP. W. ON CLG'S !' k R-19 BLANKET INSULATION +' 2x10 FLOOR JOISTS cQcQ 2x8 PT. TOP PLATE 0 NOTE: ALL BRACKETS BEAMS AND TAPER t0 EXTERIOR - � /� � BOLT PER ENG. ; JOIST TAILS AT 1l3ALGONIES ARE FAUX o e NON SUPPORTING• DECK STRUCTURE 18 4•Max ' - O•o 6•Max aa" ctn TO WALL TO BE CANTILEI�RED AND ENCLOSED ROOH FLASHING I * P (ROOF SLOPE MEETS WALL) as SCALE: 3" = I'-0" 100 ~ ° p i I- SHAKE SIDNG ° 1 1/2"x1 1/2" FURRIING * 16" G.G.o/ 4 I L INCA DETAIL TYVEK OR EQUAL DRAINAGE PLANE o/ - ° S" C°MUU. e RE INF. PER ENG,. ' = N T'$' ROOFING I° (NOTE: 2nd AND :,3rd FLOORS dJ P ALL WINDOW AND DOOR TRIM, METAS VALLEY BRACKETS,FRIG, LIGHT FIXTURES,ETC. FL,gg1HiNG MD OVER BLOCKING) � 1/2" GYP. BD.ON WALLS (TYP) °, � t0 BE INSTALL MD I/2" FURRING RIGID INSUL. I P ICE 4 ° P FLASHING 4 CNT1R,pL,d,SH� WATER SHIELD STRIP FLASHING ° I I ° p r I P.T. (2)2x10 EDGER BD. ; WOOD RAILNG AND POSTS (BOLT AS REQUIRED) ; INTERMEDIATE RAILS SHALL - '` NOT ALLOW PASSAGE OF A 4" (102 mm)OR MORE DIAM. I'-4" FLOOR SYSTEM a SPHERE (TYP.) ` / Y OPEN WEBBED FLOOR TRtUSMS I° Y A L I ASHING (PER MANUFACTURER'S SPEC'8) UNDER 3/4" T4J PLYWOOD ; 16"x16" CONC. SUPPORT SCALE: 3" I'-0" SUBFLOOR (GLUED AND SCREWED) VUL.KEM MEMBRANE ON U4" COLUMNS BEYOND I^ HARDIE BACKER BOARD o/ 1/2" EXP. JOINT 3/4 PLYWOOD DECK (TYP.) SLOPE DECK AIh FmQ'D. 10-1/2"x 3/4" —y RECESS P.T. VIA" Y ° FLASHING UNREIPFORGED 4" GONG. (TYPICAL) 0 b° �_ BREAK-AWAY GARAGE SLAB EXTERIOR FINISH FAUX JOIST TAIL ° 2x12 FLOOR JOISTS PAVERS o/ FAUX BEAMS 1433 NAVO �' METAL COUNTER TAPER TO EXTERIOR SUBBTRA'TE FLASHING TIE Nt0 CANTILEVERED I 140' NAVD 5/8" GYP.BD. ON GLG'8 - CONK. BEAMS BEYOND ° a _° ;\;%'�� \V� \� I° METAL FLASHING R-19 BLANKET INSULATION -ELT 4 ' INSTALLED ON TOPS .• JOIST / TRUSS HANGERS /J ---°-•.0 �y \\ \\\/,\1" THICK SAND BOND OF DECKPRIOR TO CONT.LINTEL PER ENCS. BREAKER LAYER IN-BETWEEN GRADE BEAM AND BREAK-AWAY SLAB FLOOR FINISH ff I/4 HARDIE BACKER BOARD - OasTOM FYPON OR \� ; �' ` . VECTIS BRACKETS A� DECK FINISH _ CONC.GRADE BEAM 11.50 NAVE °•�I°IOOTH SIDING BOTTOM OF PILE Ah W" AUGER CAST PILINGS VI SEE "S" (STRUCTURAL)SHEETS - - - FOR ADDITIONAL INFORMATION < F1441NTED THIN BRICK VENEER o/ " z O a MORTAR SETTING BED o/ ' M IRTAR SCRATCH COAT o/ DING AGENT o/ 5ALCONY FLASHING tERPRooF TURN D OWN � GARAGE DOOR SCALE: 3 1 -0 � tu Z Z CML. SCALE: 3/4" = 1'-0" n �- < ' ° fttw- PER ENG. �!J 1/2" GYP. BD.ON WALLS (TYP) 11/2 FURRING ax` I RIGID INSUL. I; m I r O Z Q L, 1� I 6" STRUCTURAL CONC. SLAB . PAVERS o/ 1933' NAVD '' 04ANTILEVERED CONC. SLAB —'� � IIS' : ------------ 41 GH6GK® BY Q ` \ \ GRADE 1850' NA1/D ATM w `-- ,`_'�� '`-` - i %C INTILEVERED CONI.GRADE SEAM BEYOND 1 ADDITIONAL ° 8/10/I I w \ \ ° •--�--�� -__�_- _ \� / 1) THESE PLANS ARE DESIONED TO BE IN COMPLIANCE WITH THE �//A � I STANDARDS ESTAB1-15149D IN SECTION 628-33?�01 SGI�Lf: SIC.GRADE BEAM 1 FLORIDA ADMINISTRATIVE CODE- AS NOTED -+-- +- - --------------------------------------- 7 1 2) THE MAIN WIND FORCE i sISTING SYSTEMS ARE DESIGNED l u ctION 6, ANSI/AscE -02 4783 \ I \ \ i� AUGER CAST PILINGSIN ACCORDANCE WITH I'MININMUM DESIGN LOAIPS FOR BUILDINGS AND OTHER SWE "8" (STRUCTURAL) SHEETS NOTE: WITH ATMIINIMUM BAS GS(BIND SPEED OFL120 MPH.OADS ASSOCIATED ' B�IJGJ/i 1, G1/7771 �dJR ADDITIONAL INFORMATION EWGINEERS STRUCTURAL CRITERIA 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED EXTERIOR WALL D TAIL AT, MAY OVERRIDE sHou�l DETAILS. AND THEIR USE INCORP�I�TED INTO THE DESIGN AND Dws No: FOR STRUCTURAL AND STRAPPING sPECIFICATIONS IN ACGARDANCE WITH SECTION 6 OF THE ' MAIN HOUSE CSN I I Y � 5ALCONI�S INFORI'1AtION, REFER TO ENCzINEERIt� "MINIMUM DESIGN LOADS F� BUILDINGS AND OTHER J SHEETS. STRUCTURES" MENTIONE#P IN NOTE 2. SCALE: 3/4" I'-0" OF Nam. 3 g ELECTRICAL L 1) LIGHTS FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE g USED ON THE gE,A&ARD Sf0 OF THE SUBJECT PROPERTY AND, IF PROPOSED SPECIFICATIONS, PRICE SUMMARIES, SAND CHANGE ORDERS t0 SUPERSEDE THIS ELECTRICAL PLAN FOR THE LANDWAiIRD SIDE SHALL BE LIMITED M NUMBER AND INTENSITY. 1) ALL OUTLETS IN BEDROOM TO BE "AF.I.". E� THE USE OF UPLIGMTS IS STRONGLY DISCOURAGED AND IN MOST CASES THE PURPOSE OF THIS PLAN IS t0 OfgTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS, rm IIOV DUPLEX RCPT- m THERMOSTAT CANNOT BE APPRIPVED• AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE t0 FRAMING OR 2) ALL EXTERIOR OUTLETS TO B* "GF-L". O PUSH BUTTON 8) HIGH INTENSITY LI*HTING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL MECHANICAL CONFLICTS, SITE GONDIftIONS, AND/OR BUILDING CODE REQUIREMENTS i INDICATES HGT. AFF. OW SSU SODIUM S. THE NUMBER OF FIXTURES 3) ALL ELECTRICAL WIRING TO i!PE IN ® NUMBER MD TE UTILIZE SHIELDED it PRESSURE D LAMP E SkICAL WALK THROUGH WITH THE PROJECT MANAGER DURING appp �I�g THE PURCHASER WILL DO AN ELECT ACCORDANCE WITH ARTICLE 80. OF NEPA '?0A i. SHALL BE KEPT TO A MINIMUM AND SHALL BE POSITIONED AND MOUNTED CONSTRUCTION. THIS WALK THROUG4 WILL IDENTIFY THE PREDETERMINED LOCATIONS or- 110v I SIDE SWITCHED ® SPEAKER `�- -F. IN A MANNER SUCK#( THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE 4)ELECTRICAL INSTALLATION TO MEET THE RECEPTACLES BY THE ELECtRIGIANfg IN ACCORDANCE WITH LOCAL BUILDING CODES. At THIS Q INTERCOM STATION SURFACE OF THE MIXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NESTING TIME, SELECTIVE LIGHT FIXTURES, PH�jIyE AND TV JACKS WILL BE DETERMINED BY THE REQUIREMENTS of THE 2005 NEC. n u� WEATHER PROOF OUTLET Q INTERCOM PANEL PURCHASER AS TO THE PREFERRED ,I BEACH. LOCATIONS M 110 FLOOR OUTLET ® VOLUME CONTROL 9) ONLY LOW INTENSITY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT ARE VISIBLE FROMI ANY POINT ON THE NESTING BEACH. THIS LIGHTING SMALL S a ® 110v OUTLET ON GROUND TWO WAY SWITCH BE SET ON A BASLE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 48" q FAULT CIRCUIT OFF THE GROUND SND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE 220v OUTLET THREE WAY SWITCH POINT SOURCE OF 1LIGHT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE . �� g 3 �� ■�� I Ir•�L1TI1J� ��-�� IS Not VISIBLE FRS ,ANY POINT ON THE NESTING BEACH. THE LIGHT ® GARAGE DOOR OPENER EMANATING FROM _4UcH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY llc;po �� FOUR WAY SWITCH 11) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE THE N§STING BEACH. DEDICATED OUTLET PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH. 10) PARKING LOTS ANP ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA p p SWITCH uu DIMMER 72) LIGHTS POSITIONED SEAWARD of THE LANDWARD TOE OF THE DUNE ARE UPON WHICH MOTOIRIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR Q JUNCTION BOX PROHIBITED. POSITIONED SUCH `THAT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD INLINE EXHAUST FAN TJ SWITCH M DOOR JAMB 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE OR ONTO THE NESTING BEACH. HEDGES,NATIVE DUNE VEGETATION, AND/OR I MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. OCHER GROUND-LL€VEL BARRIERS SHOULD BE UTILIZED t0 MEET THIS INLINE EXHAUST FAN-LIGHT MOTION SENSOR SWITCH ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT OBJECTIVE. 'Z ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION IS 11) DURING CONSTRUdtiON, TEMPORARY SECURITY LIGHTING DURING THE MAIN 1NL1NE EXHAUSTNUMING FAN-LIGI-IT- IDISTAT PROHIBITED. PORTION OF THE MIARINE TURTLE NESTSEASON (MAY I-OCTOBER 31) W ASI (MOISTURE PROOF) ® CEILING FAN PRE-WIRE 44) COMPLETELY SHEILDED DOWNLIGHTS WITHOUT 114TERIOR REFLECTIVE 16 STRONGLY DIS&jOURAGED. IF ABSOLUTELY NECESSARY, THESE LIGHTS 1 0 I---i - CEILING MTV LIGHT � FLOOD LIGHT SURFACES ARE PFREI 0. ALL PROPOSED FIXTURES SHALL BE SHALL BE LIMITED) t0 THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS t- p, APPROPRIATELY SHEILDED, LOUVERED, AND/OIR RECESSED. SHALL BE COMPLLETELY SHIELDED AND LOW-MOUNTED. LOW PRESSURE ' e l I $) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, SODIUM VAPOR LAWPS OR LOW WATTAGE YELLOW "BUG" TYPE BULBS SHALL {}{ WALL MTV LIGHT CEILING FANGROUND LEVEL FIXTURES, OR LOW WALL MOUNT:i. BE UTILIZED. UNDL�No CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR w a { I RECESSED LIGHTr6) LIGHTS PROPOSED FOR THE SEAWARD SIDE OF THE SUBJECT PROPERTY INDIRECTLY ILLUMINATE ANY AREA OF THE NESTING BEACH. 'j 12) D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN W RECESSED EYEBALL CEILING FANLIGHT LOW WATTAGE (Le., 50W OR LESS) "BUG" TYPE BULBS.MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR THESE GUIDELINES o RECESSED MOISTURE T 0 "r PROOF LIGHT TRACK LIGHT p WALL SCONCE v TELEPHONE OUTLET m PANEL V.1 TELEPHONE MODEM LINE m TELEPHONE FLOOR OUTLET ® CABLE TV OUTLET 2' x 4' FLUOR.FIXTURE 8 103 SMOKE/ CARBON MONOXIDE 29 DETECTOR 10" x 4' FLUOR FIXTURE GOND.-1 GOND.-2 GOND.-3 0-u- ALARM KEYPAD 20 kw GENERATO POOL EQUIP. � 20 KW GENERAL =30 SECURITY CAMERA TUBE LIGF•lt n n n n n n �� 0 n � n7------- ------ -------T-TI I { CHAND/PENDANT LIGHT =_____� UNDERCOUNTER LIGHT r r� PuTul I I I I I I I r I III I - , F� J J J 3 �- I I I I I I I L---- TTI-T]---� W O O O - --------- --- m$ p 6B ------'—'—-- I T- -----— --, —11 �'-- I I I I rl I I I \\ — i l I 11 11 r l PIWACEELMMR J �Fl / r��l _-- I tr I /T --- ---�--- --- I i i 1 r- -- 1 1 WALL M.SPLIT SYSTEM AC. // �\ �.I-�- --- �'// �\ �\ ---- ONE GA FP, / - - r -U-___I I L \ CANT. eAl. 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I IIII II 1 III 8 / \ / �� LJ �J �J LJ LJ LJ 1 L----------------1-1----------------1-1 --- - - - r -� --------------------------------- --------------- .,- -- ---- ------- ' � � - L rmrli-r------------- Til T k-� I, L---T�-fir-- ---------1-L------------------4r J // ! -F f-�------ -- --- ---------------L➢ A� HOT TUB POOL / I / --i it ' it--,, I l i i- � /i'' 1 IIII I SOUTH 1 11 I �x >5 J MP I / \\ LJ 11 LJ 11 1 1 11 1 1 1 1 1 1 LJ LJ ' I I I II I I I I , 182 Sr-. POOL I--------------- / \ I ® 1/2 WATT / SOFT. ■ Sl W +-�-- WE UP IIII ENTfRr I �' 1 ------ ----- ---- ---------- L ------ I ------------------ Ill W USED) I .. -_ - --- -� -=11 G I I I LJ i t I I I I I I i t PES � ! I I I I I I I I I 1 1 I I i I I I I I i 11 1 1 IW AI K W A T1 1 11 1 1 1 1 I I 1 1 1 1 1 I PLANTER I ,4 IPA ERS 10/ SOBS TEI KTYPI P 11 11 1 1 11 11 II II 11 II II IIS II II II II II II it ! ! II Vis. II II II 11 II III II II it II II II II II II I I I I I i t I I I I I II I I I I I I I I 1 1 I I i t I I I I i �s�^ OUTDOOR �'I� 'II. ----IJ—_—_ HOW R j LJ LJ LJ LJ LJ L LJ LJ LJ LJ LJ LJ LJ LJ LJ Q& T L E L E T L L A N. < oc mo -4 LUTRON Ra d i oRA 2 w/i PAD NTERFACE TO 5E USED. V u- AND PLACE 5WITCHE5 PER LUTRON'S RECOMM N ATIONS z u _ ��_CTRICIANS TO RUN UJIRIN� D z � � Oz � � � z � Q SYMBOL FIXTURE TOTAL NUMBER OF BULB L OF MOUNT MOUNTING HEIGHT � z = < v AND TYPE (eg.,model name EACH FIXTURE TYPE lerg. 0 (eg,mall,pole,bollard) or stock number) lumens outputJ) ` BEACHSIDE LIGHTING 1 G4-XWHP6.= o � DAG AMBER L.E.D.LWALL MOUNT 24 m 'I L-012F-NC STEPLIG 4T 1300 MGD (16-134 LUMENS) L-012F-NG STEPLIG 4T 1300 MGD (16,:84, LUMENS) _ 0 2 BEACHSIDE LIGHTING 2 1 G4-XWHP6,--DAC AMBER LED. WALL MOUNT 2411 O Z o BEACHSIDE LIGHTING I 1 G4-XWHP6--DAC AMBER L.E.D. WALL MOUNT 24" L-012F-NC STEPLIGHT 1300 MGD (16 34 LUMENS) o Q BEACHSIDE LIGHTING 3 1 G4-XWHP6:DAC AMBER L.E.D. WALL MOUNT 24" L-012F-NC STEPLIGHT 1300 MGD (16;34 LUMENS) o Q BEACHSIDE LIGHTING 3 1 G4-XWHP6-_DAG AMBER LED. POST MOUNT 12" L-012F-C STEPLIGHT 1300 MGD (III LUMENS) DRAM BY: o QBEACHSIDE LIGHTING 2 1 G4-XWHP6;-DAC AMBER L.E.D. WALL MOUNT 1211 KBC�/DH/B\/ 6 L-012F-NC STEPLIGHT 1300 MCD (1634 LUMENS) o Q BEACHSIDE LIGHTING I 1 G4-XWHP6=DAC AMBER LED. POST MOUNT 12" C+11501<w By, L-012F-C STEPLIGHT 1300 MGD (16;3,4 LUMENS) o Q BEAGHSIDE LIGHTING 3 1 G4-XWHP6,=DAG AMBER L.E.D. POST MOUNT 1211 L-012F-C STEPLIGWT 1300 MGD (16;34 LUMENS) ADDIT�ONAL �2TE$; BEACHSIDE LIGHTING 1 G4-XWHP6-_DAC AMBER L.E.D. POST MOUNT 12" L-012E-C STEPLIGHT 3 1300 MCD 116; 1) THESE PLANS ARE DESIGNED Tfc0 BE IN COMPLIANCE WITH THE 34 LUMENS) BEACHSIDE LIGHTING 1 G4-XWHP6: STANDARDS ESTABLISHED IN �+ECTION 628-33.00 5GA1-E= �� u o Q1 DAG AMBER LED. POST MOUNT 12" 1/4 = 1 -O Im L-012F-G STEPLIGHT 1300 MGD (16,:34, LUMENS) FLORIDA ADMINISTRATIVE GOC9E• SPJ LIGHTING 1 TRF-AIS- -02 AMBER LFD. WALL MOUNT g' 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED JOB WJN�I Il SPJ49-02 1 46 LUMENS IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 1-02 4783 Q HALO 1 PAR 30 R L.ED. &43564 CEILING MOUNT 9'-10° "MININMUM DESIGN LOADS FOfe- BUILDINGS AND OTHER W2'11CAT 3 140 LUMENS STRUCTURES" TO WITHSTAND TIDE WIND LOADS ASSOCIATED j Q HALO 2 1 PAR 30 R L ED.s43564 GEILINCx MOUNT 10'-2" WITH A MINIMUM BASIC WIND SIPEED OF 120 MPH. ' ' H2�fCAt 140 LUMENS 3) THE COMPONENTS AND GLADI�ING HAVE BEEN SELECTED O HALO 1 1 PAR 30 R LFD. *43564 CEILING MOUNT 9'-10" AND THEIR USE INCORPORATEIP INTO THE DESIGN AND Clill NO: H2-1ICAT 140 LUMENS SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE HAYWARD 1 HAYWARD 112V-25W LFD. RECESSED WALL I'-6" FROM BTM "MINIMUM DESIGN LOADS FOR IpUILDINGS AND OTHER LL Q C:OLOFLOGJC LEO SPA 3 FIXED SANCsRINA (RED) 1'-6" FROM BTM OF: POOL AND SPA STRUCTURES" MENTIONED IN NOTE 2- > 295 LUMENS OF POOL AND SPA 5- All or I � k' I I; p ts ELECTRICAL LEGEND -1) LIGHTS FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE I, USED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED SPECIFICATIONS, rf'R►CE SUMMARIES, AND CHANGE ORDERS t0 SUPERSEDE THIS ELECTRICAL PLAN FOR THE LANDWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. SE OF THIS PLAN IS t0 OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS, 1) ALL OUTL�S IN BEDROOM TO BE "Ar-J.". ' 3 THE USE OF UPLIGHTS IS STRONGLY DISCOURAGED AND IN MOST CASES THE PURPO ® 110Y DUPLEX RCPT_ O THERMOSTAT CANNOT BE APPROVED. AND RECEPTACL LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR 2) ALL EXTEIRIOR OUTLETS TO BE "GF.L11. � l� O PUSH BUTTON 8) HIGH INTENSITY LIGHTING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL MECHANICAL C LILTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS q ® NUMBER INDICATES HLT. AFF. CSO CHIMES UTILIZE SHIELDED LOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES 3) ALL ELECIrRICAL WIRING TO BE IN 9 Q go SHALL BE KEPT t0 A MINIMUM AND SHALL BE POSITIONED AND MOUNTED T14E PURC44 SER DILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING ACCORDANGX WITH ARTICLE 80 OF NFPA 10A y . 110v I SIDE SWITCHED 0 SPEAKER IN A MANNER SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE CONSTRUCTION. T41416 WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF RECEPTACLES By THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING GORES. AT THIS 4) ELECTRICAL INSTALLATION TO MEET THE O INTERCOM STATION SURFACE OF THE FIXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NESTING TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE REQUIREMENfis OF THE 2005 NEC. i"upWEATHER PROOF OUTLET INTERCOM PANEIL BEACH. PURCHASER AS Trp THE PREFERRED LOCATIONS � � S� � tit ® 110 FLOOR OUTLET 0 VOLUME CONTROL 9) ONLY LOW INTENSITY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT !� 3 8 �y ARE VISIBLE FROM ANY POINT ON THE NESTING BEACH. THIS LIGHTING SHALL b �� Ill OUTLET FAULT CIRCUIT Cx1ROlWD TWO WAY SWITCH► BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 4811 3ti OFF THE GROUND AND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE 220v OUTLET THREE WAY SWIT'tCH POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE s ��'-!-I !-O IE L!r�-!?'!!�ra GUIDELINES; IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE LIGHT Q� GARAGE DOOR OPENER EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY Saco 4 FOUR WAY SWITCIH 1) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE THE NESTM BEACH. II DEDICATED OUTLET PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH. 10) PARKING LOTS AND ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA ✓L SWITCH W/ DIMMED 2) LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE ARE UPON WHICH MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR Q JUNCTION BOX PROHIBITED. POSITIONED SUCH THAT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD � INLINE EXHAUST FAN � SWITCH M DOOR JAMB 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE OR ONTO THE NESTING BEACH. HEDGES,NATIVE DUNE VEGETATION, AND/OR MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. OTHER GROUND-LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS - INLINE EXHAUST FAN-LIGHT MOTION SEN" SWITCH ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT OBJECTIVE. ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION IS 11) DURING CONSTRUCTION, TEMPORARY SECURITY LIGHTING DURING THE MAIN o Z INS EXHAUST FAN-LIGHT-HUMIDISTAT PROHIBITED. PORTION OF THE MARINE TURTLE NESTING SEASON (MAY 1-OCTOBER 31) ►+ (MOISTURE PROOF) ® CEILING FAN PRE-WIRE I o F---I ►*' 4) COMPLETELY SHEILDED DOWNLIGHTS WITHOUT INTERIOR REFLECTIVE IS STRONGLY DISCOURAGED. IF ABSOLUTELY NECESSARY, THESE LIGHTS CEILING MTV LIGHT FLOOD LIGHT SURFACES ARE PREFERRED. ALL PROPOSED FIXTURES SHALL BE SHALL BE LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS cQ V l ' APPROPRIATELY SHIELDED, LOUVERED, AND/OR RECESSED. SHALL BE COMPLETELY SHIELDED AND LOW-MOUNTED. LOW PRESSURE M . {}I WALL Ml LIGHT 5) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, SODIUM VAPOR LAMPS OR LOW WATTAGE YELLOW 115UG" TYPE BULBS SHALL T I CEILING FAN GROUND LEVEL FIXTURES, OF., LOW WALL MOUNTS. BE UTILIZED. UNDER NO CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR W . 'C R£C.ESSED LIGHT 6) LIGHTS PROPOSED FOR THE SEAWARD SIDE OF THE SUBJECT PROPERTY INDIRECTLY ILLUMINATE ANY AREA OF THE NESTING BEACH. �• a RECESSED EYEBALL MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR 12)' D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN CEILING FAN/LIC�}T LOW WATTAGE (1.e., 50W OR LESS) "BUG" TYPE BULBS. THESE GUIDELINES. RECESSED MOISTURE a O ' PROOF LIGHT TRACK LIGHT p WALL SCONCE TELEPHONE OUTLET m PANEL TELEPHONE MODEM LME `J j� TELEPHONE FLOOR OUTLET ® CABLE TV OUTLET 2' x 4' FLUOR FINk1� DETECTOR RBON MONOXIDE99 'z' 10" x 4' FLUOR P#XTURE �} Oma- ALARM KEYPAD Mcl SECURITY CAMERA k TUBE LIGHT sill } CHAND/PENDANT LIGHT �====x UNDERCOUNTER 1LIGHT F- --I r r 130" WINE 1 y W COOLER �D\�U ! C I � M M ---�- \ I DESK I/ - -� IN \\ _/ \J1 �j Q �+ \ -----_ SEATOW BUILT-INS SEATO --- --- - - � 1 1 ! -- -- -- D0. F ��----_\��_---_\�/ Z BUTLEWITNe R'S 24" o i <I TC 4EN i I F?EPLA E" n n ! ! ---_S\�' 1mANsRGE1L. Diu / I I0Q I 10'-I 1/8" CEIL. �\ \\ # _---_- OPEN I I I I \ I I 'j `---' `�---' IrE L41 LSI\ i ---�_ --- \ AREA dcQM n n NO. 3 ! \ 1 t / a�LT /./ ISLA1�lD __- _ I *' b ® 1 \ \ i I 709'1 \ ' I - -- I I I I 1 STUDIO ` . I I 1 I 42 x42,.11 1 ��-- I I 1111 ITEM h0 1, 10'-1 1/8" cEfL ' I 1 Z I I = I I 11 1 -I 1 c 1L{. lC i lC r/ 1 I REF. ua I I I-i I \ ► I y 1'IS I \\ \_ 1 / --J I I I I I 1 „ o �1 Hill - 52 FAN I 104 1 PANTRY { 46M1 ------- { \ r _-] CV i7 / / I (/ I 11 I I i 1 /- I L------J / / // / \ h 14 � j 52 F am 1 1 1 _ �,/ \ Luh --� // / COVERE� °�a4 n Z(� 1 o I 1 --- / BALCONI' ll i W NO.] I T-IN \ / L VAT i ----\ �� j, --� / I /I ! I N 1 3 \ \\ I 11 --' -------- / \ / I / 1 Y-- \ I \ IMs NIJA z►u \ VL1f. CEIL. FROM 11 _ ! G SE �--� / ! ----�_�_--� �cQ \ -- - --------------- - CLOSET 1 - -- 11 .1 Y / / / / I `�•--------- /1 --- -I---------------- - I --- I ' ELLIP.-- \ 1130 24 _ 1��/ / , / / i/ i FLeAF�-__�---_-_-- ! I I 10 -I 1/8" CEIL. I , ------- r - BARREL I 1 1 LOU ----------- 1 E_ V-- LT. II I / FURNI RE v4ULT I 1 REF. ! I FRZ. PLUS STEPDN.Q i-- \ — — - \ - �1---- r//--- - 42 \ VLT. CEIL. FROM V I 1 I �/ SOFFIT 8' S TO9 9 -0 CEIL. REF. SPACE F=- i // \ BEADED PLYWD. CEIL. , , , , I I _ � ------- ---- - - ----� \ w/ 4x6 BEAMS ------------ \ I_ I I ITo9' CLOSET \ �tABLE ! 1 I I I 1 ► \ / f` ® --- -- ---I IFS ILI_� W I i i i i I TO LANDSCAPE LTG. i ( UP /^/ _10 -I 1/8 GEIL.��--�� A • I /I/ I I 1 m 1 1 11 I \ \ I----�'_ \ OPEN / I 1 1 / III IBUILT-IN I I I \ 1 < SWITCI IADV. \\ FURNITU S Ac 1 Z \ -------- -------- o \ I I / I 1 1 1 I I 1 1 1 1 I \ I TO FIXTU S \ \ 1 ___ -- SOFFIT g 9' SOFFIT 9' SOFFIT ! CUPOLA V. �/I I I i // �IC-�$ffiNG-H-, 1 I 1 1 ! I I 10'-I I/8" CEIL. ` � S IT � S _- gr4TN ti 2 STORY I I I \ SE,ATING I I -- -,'- ' 1 I I_- I b---------� -- �/- -------- SERVE - - 3 = TUB 9'-®° CEI . I I _ 1---1 _ - 1 --- - ----------�-t- \ i I IA FIX1U I I -------- -1-�-� / ABV. I \\ � � � Z � / / / � � I __--,� D HEATERS / / ________ �© �F'RO\IIDE 220v FOR u11aLL MR. ____ H-2 �� I I z WALLS TO 9 - p / II g LT IN / 8 H—2 t0 FI S A.H.U. 1/� I -r I I PLANT SH. ABV. I I 1 i I ! -�--- - ` \ W �y I I / / ELVES 10-11/8 CEIL. \ \ RECESSED 1 \ �tHlY;z _ r 1 I VLT. t0 SCONCES ABY. / v �_� g:2;,===A �_� �_� FLOOR _ 1- / I TO FIXTURES I /� \ r -� OUTLET C I ZIIi I *- \ I -----yr - r— / I J -�a -� -- y��/� OPEN CLOSET 1 SWITCH ABV. I I \ / I- L_`J L__L- --1-L--L �In ,1_L__1 1 r'-'l11 1 \ I ------------ -r-- -I ---, I L---, 1 / I 5TUD� I I ` / / / / = 1 \ ---� '---J I-�J L--J � I 111 I - AREA \ ® CEIL I I 11 1 I 11 / I 2 STORY CEIL. I 1 1 1 , I T,1 I/� i 11 i�_--'1� 1 1\I 1 5T IR 5E_OW z I I / I I \ / Q' `� f1 J ! I r L L�PLUS1 STEPDOWIQ L 1 0111 I 5\I CEIL_ �_lir� I a III It I �(- 1R EIII I / - - - \ -- I / I I I Hill I ; ��' 1 I I I \ I I I III III 11 I VII \ / ( >}- I / ►-III I r--�_- \ I- �G4LLdiN - I I 1 , \ SOS �3 uL�J __ ��+��I---_ /' LF-�ll llL I� LI _j Li JIII I fQ 1 I �o� BEL W �77� I I J ---_ _r-_-- J � r---I r��—T VIII I / \ - 8 // ( 1 I (1>-/ - --- - j I � / L_ _j _J L-J �s -r T --T Il11 1 l 1 / VLT. CEIL. FROM 9' / I I 1 fTT---T---1 -- \ ��r \\-I_ I I ♦ 10;: TT ' G --- I --' ---------J - -- - -� c=� inl --- -��, �-� / - - III I - c=� c=� III I T. \ ,� --� OWER ll \ i ! \ / AL D Q 'S2 u l F 11 g�, F L� \ / ---=_=__PHANTOM SCREEN --- zLu 1\ '\ I / 117 { --- �� 1 \\ \ I 1111 T� ®OI� OPEN ®/ ------------- k-� \� � �--� III! I �/ � I I --------- --------- \ i VLT. 'TL-QOM 9' D CK 1 1 I I I ! I I I I I 1 I I11 7 ---- f I 1 U L-- 11-L------------------1-1- I I I 1i r ----------- / r- ----------------- ---------------- --, I I ---T - r-_=T _=T_- -----------------1-1 1 \L -I 1r___-j _1-, - y i L---- BE4 6EBEAM WD. CEIL. / L- 1 I 1 L---� � L, l 1 �I�---, \ / I 11 11 I J C------_---� / I I l ----- _ L— — —__ ——————t——— ———— —————— ® / L--------------------------/ 5ALCON'1' SOUTH ENTRY BELOW 1 ! NO. 2 II I II II II I II II Li u u Q ER30LA BELOW lel v uQ < � G A fRG H 0 U 5 EE C: Tf;Rl CAL fz1L 9EllLUT fRON Ra d I ORA 2 w/i PAD INTERFACE TO 8E USED. 'I -1 ELECTRICIAN5 TO RUN WIRING AND PLACE SWITCHE5 PER LUTRON'S RECOi„I1" ENDATION5 � �u V IL z1 — } �iur < Oz � TEM �10 < ~ < � SYMBOL FIXTURE TOTAL M11MR BULB LUMl AND TYPE OF MOUNT MOUNIl HEICsHT Z V (ag,model name EACH FIXTURE TYPE (eg. 420 (eg.,mall,pole,bollard) or etock dumber) lumens output) O BEACHSIDE LIGHTING 1 G4-XWHP6-DAC AMBER LED. WALL MOUNT 2411 m L-012F-NC STEPLIGHT 1300 MC (1634 ) _ D LUMENS o Q BEAC.HSIDE LIGHTING 2 1 G4-XWHP6-DAC AMBER LED. WALL MOUNT 2411 O L-0121l STEPLIGHT 1300 MCD (1634 LUMENS) 0 3 SEAC:HSIDE LIGHTING I 1 G4-XWHP6-DAC AMBER LED. WALL MOUNT 2411 L-012F-NC STEPLIGHT 1300 MCD (1634 LUMENS) e QBEACHSIDE LIGHTING 1 G4-XWHP6-DAC AMBER LED. WALL MOUNT 2411 4 L-012F-NC STEPLIGHT 3 1300 MGD (1634 LUMENS) o Q BEACHSIDE LIGHTING 3 1 G4-XWHP6-DAG AMBER LED. POST MOUNT 12" L-012F-C STEPLIGHT 1300 MGD (1634 LUMENS) VRAM 5y; QBEACHSIDE LIGHTING 1 G4-XWIl-DAC AMBER LED. WALL MOUNT 1211 KBG/DH/B� b L-012F-NC STEPLIGHT Z 1300 MCD (1634 LUMENS) Q BEAC:HSIDE LIGHTING 1 G4-XWHP6-DAC AMBER LED. POST MOUNT 12" BYE L-012F-C STEPLIGHT 1 1300 MCD (1634 LUMENS) o Q BEACHSIDE LIGHTING 3 1 G4-XWHP6-DAC AMBER LPD. POST MOUNT 12" L-012F-C STEPLIGHT 1300 MGD (1634 LUMENS) ; 8�10�11 o QBEACHSIDE LIGHTING 1 G4-XWHP6-DAC AMBER LED. POST MOUNT 1211 8 L-012F-C STEPLIGHT 3 1300 MCD (1634 LUMENS) 1)THESE PLAN& ARE DESIGNED TO BE IN COMPLIANCE WITH THE 5EACHSIDE LIGHTING STANDARDS f-STABLISHED IN SECTION 625-3300-1 5GALEe 1i , „ e Q 1 1 G4-XWHP6-DAC AMBER LED. POST MOUNT 1Z" �//4 = � -Q L-012F-C STEPLIGHT 1300 MGD (1634 LUMENS) FLORIDA AD0111NISTRATIVE CODE. II SPJ LIGHTING 1 1 TRF-AIS-01.10-02 AMBER LED. WALL MOUNT g' 2) THE MAIN WINIP FORCE RESISTING SYSTEMS ARE DESIGNED ,JM WJMER= SPJ49-02 46 LUMENS IN ACCORDAINCE WITH SECTION 6, ANSI/ASCE -1-02 4783 HALO 1 PAR 30 AMBER LED. "43564 CEILING MOUNT 9'-10° MININMUM D19SIGN LOADS FOR BUILDINGS AND OCHER HYiICAT 3 140 LUMENS STRUCTURES'' TO WITHSTAND THE WIND LOADS ASSOCIATED 9/1 HALO 2 1 PAR 30 AMBER L.E.D. 043564 CEILING MOUNT 10'-211 WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. H2'iICAT 14.0 LUMENS 3) THE COMPONIENTS AND CLADDING HAVE BEEN SELECTED 10/:25/110 11/16/11 1-12ALO 1 1 PAR 30 AMBER LED. 043564 CEILING MOUNT 9'-10" AND THEIR UOE INCORPORATED INTO THE DESIGN AND DWB NOr 140 LUMENS smciFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE HAYWARD 1 HAYWARD 12V-25W LED. RECESSED WALL 1'-611 FROM BTM "MINIMUM DE&l LOADS FOR BUILDINGS AND OTHER u Q COLORLCICsIC LED SPA 3 FIXED SANGRIA (RED) i'-6" FROM BTM C� POOL AND SPA STRUCTURES" MENTIONED IN NOTE 2. T]f I SP0530(S)LED 2% LUMENS OF POOL AND SPA All orI � Il 1..s::.n..argw ed Alklk 1 ., I,i- 1 I, f ,:;. i. •- ,.z-, ..,_. .... � ELECTRICAL LEGEND N -1) LIGHTS FOR PURE6 Y DECORATIVE OR ACCENT PURPOSES SHALL NOT BE Nom• 3 $� Noms USED ON THE SEA&ARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS t0 SUPERSEDE THIS ELECTRICAL PLAN FOR THE LANDWAIRD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. 1) ALL OUTLETS IN BEDROOM TO BE "Ar-111. THE USE OF UPLIGOTS IS STRONGLY DISCOURAGED AND IN MOST CASES THE PURPOSE OF THIS PLAN IS TO I Ofg�aAiN AN ELECTRICAL PERMIT. FIXTURES SWITCH LOCATIONS, 33 110Y DUPLEX RCPT_ ® THERMOSTAT CANNOT BE APPROVED. AND RECEPTACLE LOCATIONS SHO ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR 2)ALL EXTERIOR OUT "GF.I.". � � E O PUSHBUTTON MECHANICAL CONFLICTS, SITE CONDI IONS, AND/OR BUILDING CODE REQUIREMENTS LETS t O B ® NUMBER INDICATES HGT. AFF. 8) HIGH INTENSITY LI�CHtING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL q 3s 0000 CHIMES UTILIZE SHIELDED LLOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES 3) ALL ELECTRICAL WIRING TO B* IN THE PURCHASER WILL DO AN ELECTIkICAL WALK THROUGH WITH THE PROJECT MANAGER DURING ACCORDANCE WITH ARTICLE 80 OF NFPA '10A 110v I SIDE SWITCHED ® SPEAKER SHALL BE KEPT T® A MINIMUM AND SHALL BE POSITIONED AND MOUNTED CONSTRUCTION. THIS WALK THROUGH, b l�— 1 - '� fN A MANNER SUGF#} THAT THE POINT SOURCE OF LIGHT OR ANY REFLECtIvE WILL IDENTIFY THE PREDETERMINED LOCATIONS OF [� INTERCOM STATION IF RECEPTACLES BY THE ELECTRICIANIg, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS 4)ELECTRICAL INSTALLATION TO MEET THE a Q� WEATHER PROOF OUTLET SURFACE OF THE �IXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NESTING TIME, SELECTIVE LIGHT FIXTURES, PH E AND TV JACKS WILL BE DETERMINED BY THE REQUIREMENTS OF THE 2005 NEO- 11 uA' le INTERCOM PANEL wNTM BEACH. PURCHASER AS TO THE PREFERRED LOCATIONS . I fit ® 110 FLOOR OUTLET 0 VOLUME CONTROL 9) ONLY LOW INTENSIJTY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT 3 \I 8 ARE VISIBLE FRONII ANY POINT ON THE NESTING BEACH. THIS LIGHTING SHALL 110v OUTLET ON GROUNDARE WAY SWITC.N BE SET ON A BASLE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 4811 II FAULT CIRCUIT �' OFF THE GROUND AWD SHALL BE POSITIONED AND SHIELDED SUCH THAT THE 220v OUTLET f3 THREE WAY SWITCH POINT SOURCE OF !LIGHT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE ' �IMAC •- -•—• •• •• � IS NOT VISIBLE FRS ANY POINT ON THE NESTING BEACH. THE LIGHT Q6Do GARAGE DOOR OPENER T4 FOUR WAY SWITCH Il) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE NATE THE N� IT�NG BEACH. FIXTURES MAY NOT DIRECTLY OR INDIRECTLY e DEDICATED OUTLET PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH. 10) PARKING LOTS ANP ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA p SWITCH w/ DIMMER Z) LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE AIRE UPON WHICH MOTOIRIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR Q JUNCTION BOX PROHIBITED. POSITIONED SUCH !THAT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD INLINE EXHAUST FAN SWITCH M DOOR JAMB THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE OR ONTO THE NES11'ING BEACH. HEDGES,NATIVE DUNE VEGETATION, AND/OR MUST NOT BE VISIBLE FROM ANY POINT ON THE 14ESTING BEACH. OTHER GROUND-LLEVEL BARRIERS SHOULD BE UTILIZED t0 MEET THIS U INLINE EXHAUST FAN-LIGHT MOTION SENSOR SWITCH ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT OBJECTIVE. ILLUMINATION, REFLECTIVE ILLUMINATION, OR C:U1?ULATIVE ILLUMINATION IS 11) DURING CONSTRUC31TION, TEMPORARY SECURITY LIGHTING DURING THE MAIN 0 INLINE EXHAUST FAN-LIGHT-HUMIDISTAt PROHIBITED. to (MOISTURE PROOF) ® CEILING FAN PRE-WIRE 4) COMPLETELY SHEILDED DOWNL(GHTS WITHOUT INTERIOR REFLECTIVE IS STRONGLY D156PU(RAGED. IF ABSOLU ELY NECESSARY, THESELIGHTS � CEILING MT'D LIGHT FLOOD LIGHT SURC FAEFERRE S ARE PRED. ALL PROPOSED FIXTURES SHALL BE SHALL BE LIMITED' TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS cit coy APPROPRIATELY SHEILDED, LOUVERED, AND/OR RECESSED. SHALL BE COMPLETELY SHIELDED AND LOW-MOUNTED. LOW PRESSURE c� WALL MTV LIGHT �) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, SODIUM VAPOR LA''IIMPS OR LOW WATTAGE YELLOW "BUG" TYPE BULBS SHALL .. CEILING FAN GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. BE UTILIZED. UNDEfR NO CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR a RECESSED LIGHT /60 LIGHTS PROPOSED FOR THE SEAWARD SIDE OF THE SUBJECT PROPERTY INDIRECTLY ILLUMIfNATE ANY AREA OF THE NESTING BEACH. RECESSED EYEBALLMUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR 12) D.E.P. PERMIT SH,416-L OVERRIDE ANY REQUIREMENT AS CONTAINED IN CEILING FANLIGHT LOW WATTAGE (ts., 5OW OR LESS) "BUG" TYPE BULBS. THESE GUIDELINE°.'.- RECESSED MOISTURE 'r PROOF LIGHT TRACK LIGHT a O ® WALL SCONCE v TELEPHONE OUTLET m PANEL R, TELEPHONE MODEM LINE ]� TELEPHONE FLOOR OUTLET j] CABLE TV OUTLET 2' x 4' FLUOR FIXTURE �(i SMOKE/ CARBON MONOXIDE 8 Z 22 DETECTOR 0— ALARM KEYPAD 10" x 4' FLUOR FIXTURE 0 CI4 SECURITY CAMERA TUBE LIGHT + ID C:HAND/PENDANT LIGHT �_=====# UNDERCOUNTER LIGHT I I i n n II I i I II II II W LINE OF 2nd FLOOR BELOW - FLUE O _- n ; � I / Lu I VLT. Muhl U N IF. I I Q VL \� /// tail U N I F. 10, m F-1 n \ VLT. I A T T I C��/ O c Z I , \ / I / } Z N I I I I n n Ou I \ I \ �I� i /// Z ccn I W TUB 11_• I (L1 j %HOWER OUNER S o VLT. \ IF r" nt---nl1. lQ o 0 1 I �\ 1 II BATNI I II/ F- __-- -=====� -, z IIvLT. TO �' CEIL. I I IVL 1 7- 1 lu 0- 1 II t� / \ II II III 1 I -I,,-� f---� 0- L__J \ / 1 -- -- --- -\--- 4- lJ LIQ L---J k-------- _ V� 1 Fi ------- \ / I L(2) 3030 VEL\e -j v t. / L INE OFT-�.O"r HGT -' / Hie W.I.C.1 � I SKYLIGHTS `� \ ~� / I I � I �' o •e0 ~ ►� / } VLT. TO I Y I ( 1 // I -I -�-� ---- ' \-- 9 CEIL. / I oE: ER I ~ .40 1 I VLT. tO 9' CEIL. • 1 1 4- F-1 n n n n I g -0 CEIL. // I 13030 vELUx SKYLIGHT I r-- - - 1-1-----------J-1-------------LJ------------L-L-----------1-L------ I / I Iw/ ELEC.ISHADE A-1-----------J-a- ---LJ------------L-L-----------1-!----- \ 1 / n j -- I I I I I I I I I I j ------- I II I 128 LOW I n n C I --i —i iACCESS DR/ — _ L----� � / 1 1 \�` � - F-1 I �� T r------ -1------ ---LJ--- ------1-L------, i i ~ / l / BOOKS I I " 52 FAN / -----L-L=----- - ------ I I I 1 1 I I I I l i j j / __ 1 _ / I i V-0" CEIL. I I \\ OPEN I I I I I I I I I I I 1 -� --`� /� g 13030 VELUX SKYLIGHT 1 5ALCON'I' _ C-j�- - y -�H� i I 1 ------ . I / / I .J'-0" CEIL ' i_ II �- - `� I ul-------------�---- - - -- CO 4" ---_- 9-0 CEIL_ Iw/ ELEC.---- I NO. 4 / II iSHADE 1 t T I ' LOFT I / \ = 1 - - -- --- I I HEAT N' GLO / // I I PO /�! \ L 11 I I I I I �� - / 0 1\ C ------------I----- / �I -+ TO LOW\\ i 1 i i i i ~� 8'-0" CEIL. j -Z I \�� ap .._tet 1 \ IE / / YA' \ /9 C / ------- E__-- 40 x24 / - I D _ CORNER FIREPLACE \ �✓�f 1 1 � - I - ---- ----- __ 0 f I I \ 0'O - --- --- D.V. GAS Q - _ _41 --- 1 F� I {1 / --I- - TO SWITCH / SD�F IT g �' UrC tI ] I I \1 1 --�J1 T DICE BAR- EF.--- i-----I-I -C_\ ZCJ�-y - 7 -YL� 1 ��---L i I 1 ' �I BELOW / ER WWII \ 41 i r 1 z I s sr 1 ' \ I 0 I / 1 ELIPtiCAU / / I CEIL. „ _ __ __ _.___..__ --- 1, YLT. TO 9 I 1 1 I 1 ___- r I,, C�� i /moi -`\ /- - .\----- / �O- - ----- - / / T. --niG - 1 --r��.----- O gIWTC44% :1-1 -------- 1 �O I ' I / I } I- aW _ J 1 -�-, 5ITTING C-;-i- -i-'r i j / TO SWITCHEs;b \I J 4 / / O Cf FLOW I I I } / I /// -1 ------ - ---------- OPEN T O " I II _ UJI 1 - -- L1---- ------T I------- - 1"' - \ I B E L O W / I / r 52 FAN I I i \ I I \ lQ u u -- -- C� \\ 1 --- / I I U:3 1 11� 11 \ 1 11 V 1 I I z o ��,- -,�\ / r-� ww /� I�111 I -L-- I\ --- - I I _ �1 T. I 0i i d �� Z -L ] \ -- /I Z TIREADlM`$I L- -__❑� N I I j r I I z -1 I-71-F--t- � fl .0 � I I .[ I I � $ G}.I U N I FBELOW . / dA-- -�� I T I I Ui U N I F. \ } Q \\\ 1 A T T I C", VLT. -- 1 �� U- i I Z I i U A T T I C I I � VLT. Z rr- ___ /� i f 1 L---- ------� --J C--- \ -- O ---- � ------ - j-7 ---------r�------------ r-r-- - -----T-r---- l- - � I I i 1 1 1 1 1 1 - -- 11 11 I I -u-------J - - - - --- - L- Li � IL_1 1 I I I I I LJ u BALCONY NO. 2 BELOW OPEN OPEN DECK BELOW II i BALCON`I' NO. 5 LINE OF 2nd FLOOR BELOWSOUTH ENTRY BELOW - !- - - .. + I ' 1 ,III I I I I I! I I Ii u Li u u lJ..1 I � _ II I fi -I Ll Q PERGOLA BELOW T H L 6 lu E L E T I C A L f= L A N. < oc 2l o UT /i INTERFACE T -a � RON Rad 1 oR�4 2 � P � �R � O B� USED. 1 � � � ELECTRICIAN5 TO R,IN WIRING AND PLACE 6WITCHE5 PER LUTRON 5 RECO1�11"IENDATION5 � � v 1j SYMBOL FIXTURE TOTAL NUMBER OF BULB LUMENS (eg, model name EACH FIXTURE TYPE (eg. 424b mail, OF MOUNT MOUNTING HEKsHt Z or stock number) lumens output) s9" pole,bollard) � O Q MMM BEACHSIDE LIGHTING I 1 G4-XWHPb-la`AC: AMBER L.E.D. WALL MOUNT 24" W \'J L-012F-NC STEPLIGHt 1300 MGD (16341 LUMENS) I- OL o Q BEACHSIDE LIGHTING 1 G4-XWHPb-QAC AMBER LED. WALL MOUNT 24" tu O 2 L-012F-NC STEPL IGHT 2 1300 MGD (16341 LUMENS) r o BEACHSIDE LIGHTING 1 G4-XWHP6-p/AC AMBER L.E.D. WALL MOUNT 24" L-012F-NC STEPLIGHt i 1300 MCD (16341 LUMENS) QBEACHSIDE LIGHTING 3 1 G4-XWHP6-D,,AC AMBER LED. WALL MOUNT 24" 4 L-012F-NC STEPLIGHt 1300 MGD (16344 LUMENS) Q BEACHSIDE LIGHTING 3 1 G4-XWHPD/;q 6-341 C ,AMBER LED. POST MOUNT 1211 rAIIN �` 5 L-012F-C STEPLIGHt 1300 MCD (16Lig)Q KBC7/D� f/B1/BEACHSIDE LIGHTING 2 1 G4-XWHPb-DIyAC AMBER LED. WALL MOUNT 12" L-012F-NC STEPLIGHt 1300 MCP (16341. LUMENS) Q BEACHSIDE LIGHTING 1 G4-XWHP6-AAC AMBER LED. POST MOUNT 12" CHECKED BY: L-012F-C STEPLIGHt 1 1300 MCD (16341 LUMENS) I -71 o Q BEACHSIDE LIGHTING 3 1 G4-XWHPb-PoAC AMBER L.E.D. POST MOUNT 12" L-012F-C STEPLIGHt 1300 MCD (16341. LUMENS) ADDITIONAL NOES: D ' a/10/11 o QBEACHSIDE LIGHTING 3 1 G4-XWHP6-D�,C AMBER LED. POST MOUNT 12" :] 9 L-012F-C STEPLIGHt 1300 MGD (16341 LtpNg) 1) THESE PLANS ARE DESIGNED TO 15E IN COMPLIANCE WITH THE Q BEACHSIDE LIGHTING I 1 G4-XWHP(p-D5AC AMBER LED. POST MOUNT 12" STANDARDS ESTABLISHED IN SECTION 628-33.007 5GALEe 1/411 = I,_O„ L-012F-C STEPLIGHt 1300 MCO (1634, LUMENS) FLORIDA ADMINISTRATIVE CODE. SPJ LIGHTING 1 TRF-AIS-OUO:� AMBER LED. WALL MOUNT gl 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED it SPJ49-02 1 46 LUMENS .TOB NA4BEIR> HALO 1 PAR 30 A , IN ACCORDANCE WITH SECTION 6', ANSI/ASCE 7-02 4783 H211CAT 3 140 LUMENS R L.ED. 43564 CEILING MOUNT C31-101, MININMUM DESIGN LOADS FOR BWILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE (WIND LOADS ASSOCIATED HALO 1 PAR 30 AM R LED. *43564 CEILING MOUNT 10'-2" WITH A MINIMUM BASIC WIND SPELED OF 120 MPH. H2" 2 140 LUMENS 3) THE COMPONENTS AND CLADDINLG HAVE BEEN SELECTED H271CAT Q PALO 1 1 PAR 30 R L.ED. *43564 CEILING MOUNT S'-10" AND THEIR USE INCORPORATED INTO THE DESIGN AND pW6 NO: 140 LUMENS SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE WAYWARD 3 1 WAYWARD 12Vi-25W LED. RECESSED WALL 1'-6" FROM BTM "MINIMUM DESIGN LOADS FOR BUILL DINGS AND OTHER COLORI.OGIC LSD SPA FIXED SANGRIA 1CRED) 1'-6" L-1 Q FROM BTM OF POOL AND SPA STRUCTURES" MENTIONED IN NOTE 2• SP0530(S)LED 295 LUMENS OF POOL AND SPA 19 OF