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42 11th ST - NEW HOME DRAWINGS I � NOTES -A55RS 3 0 1 I D EMWTION OF STfZ ZM Ri�4L M�E'h��RS B,C . ALLOWAI3l.E 8 PPROX _ APPROXIMATE H'CP _ HANDICAPPED PR _ POWDER ROOM 2 I It 3 cJT�G - AND HOT HE I6HT P5F POUNDS PER DEFLECTION - AT HW - HOT WATER SQUARE FOOT 11 (1) IT 15 INTENDED THAT THESE DRAWIN65 ARE PREPARED FOR BUILDIN65 THAT WILL CONFORM TO THE (8) FO TIN&55ARE O BAR OAT IRM, BEEN COMPACT NATURAL AND OMPFREE A TED IN EGGO S OR L WITH MATERIAL ETERS H INC SLOPES GRE TER THAN 3 12 LTH NO HDR - HEADER PSI - POUNDS PER 2014 FLORIDA BUILDING CODE, RESIDENTIAL. AB RA AV L 5 A A / W L/I80 BM - BEAM IN (") _ INCH SQUARE INCH �g , • FOUNDATION NOTES A5 SHOWN ON THE DRAWINGS. BUILDER 5 RESPONSIBLE FOR IN5URIN6 THAT THE FINISHED GEILIN6 ATTACHED TO RAFTERS BM - BLOCK PLY WD - PLYWOOD (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND 501E MEETS ALL APPLICABLE STANDARDS. BD - BOARD INCL INCLUDE pill PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL, ARE AS FOLLOWS: INTERIOR WALL5 AND PARTITIONS H/180 BLDG BUILDING INFO - INFORMATION I (q) CONCRETE MASONRY UNITS SHALL BE ASTM-G110 HOLLOW LO BEARING CONCRETE MASONRY UNITS, ID - INSIDE DIMENSION BTR - BETTER REQ'D - REQUIRED � ��S� ��•� A) MAX. NO. OF STORIES = (3) INSUL - INSULATE r� NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 FLOORS/GEILIN65 WITH PLASTER OR STUCCO FINI51-f L/360 RM - ROOM B MAX. HEIGHT = 35' FROM GRADE � INT - INTERIOR S � g � (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH 0 28 DAYS: ALL OTHER STRUCTURAL MEMBERS L/240 CLO - GEILIN6 RECEPT - RECEPTACLE I (3) THE BU I LD I N& CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE TO THE CODE RE&ARDLES5 OF ANY ¢ - GENTERL I NE RES - RESIDENTIAL 1,9 M1551NO OR INCOMPLETE DETAILS OR NOTES. SLAB ON GRADE-2000 P51 COL - COLUMN JST5 - JOISTS R'S - RISERS It B) FOOTINGS-2000 PSI EXTERIOR WALLS--WIND LOADS (A) WITH PLASTER OR STUCCO FINISH H/360 GONG - CONCRETE RD 4 SH - ROD 4 SHELF (4) THE BUILDING CONTRACTOR AND HIS SUBGONTAGTRAGTORS SHALL CONFORM TO ANY LOCAL ORDINANCES AND CONT CONTINUOUS n SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DE516NER OF (I I) STRUCTURAL STEEL 5FfAPES, PLATES, ETC... SHALL CONFORM O ASTM-A36, "F5"= 24p00 PSI. EXTERIOR WALLS WITH OTHER BRITTLE FINISHES H/240 COMM - COMMERCIAL L - LAVATORY 5 - SOUTH >3� t uf ANY DISCREPANCIES PRIOR TO PROGEEDIN& WITH HIS WORK. 11E"= 2gp00p00 PSI. GRS - COURSE LT - LIGHT SKY LT - SHE LIGFfT EXTERIOR WALLS WITH FLEXIBLE FINISHES H/120 (D) LL - LIVE LOAD SH - SHELF (5) THESE DRAWINGS ARE PREPARED FOR DESIGN AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL (12) WOOD FLOOR JOISTS, GEILIN65, RAFTER, BEAMS AND HEAD SHALL BE DL - DEAD LOAD SH'S - SHELVES FLOOR PLAN 15 INTENDED TO ONLY SU6GE5T LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES. #2 OR BETTER SOUTHERN YELLOW PINE, KD 111, 545 SIZES. LINTEL5 SUPPORTING MASONRY VENEER WALL5 (E) L/b00 DIAM OR - - DIAMETER MAX - MAXIMUM STOR - STORAGE ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DE516NED, (13) IF ROOF OR FLOOR TRUSSES ARE USED, THE ENGINEERING A MEMBER SIZES AND SPACING DBL - DOUBLE MEGH - MECHANICAL STL - STEEL ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. DN - DOWN MET - METAL SUSP - SUSPENDED I ARE THE SOLE RESPONSIBILITY OF THE MANUFACTURER. DWG - DRAWING MIN - MINIMUM _ (6) NOTED DIMEN51ONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.42 TIMES THE COMPONENT DIM - DIMENSION MIR - MIRRORLANEOUS T'S - TYPICAL � AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. (7) SUBSURFACE 501L CONDITIONS INFORMATION WA5 NOT AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWIN65. B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TAKE THE LENGTH OF THE CANTILEVER. ELEC - ELECTRIC T4G - TONGUE 4 GROOVE THE FOUNDATION AND FOOTING5 ARE DESIGNED FOR A 2000 P5F 501L BEARING CAPACITY. CONTRACTOR G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM EXP - EXPANSION N - NORTH c Z SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOTINGS. EXT - EXTERIOR NTS - NOT TO SCALE VLT - VAULT ADDITIONS OR PATIO GONERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, to c THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM NO - NUMBER H 1 FT O - FOOT W/ - WITH STRUCTURAL MEMBERS SUPPORTING EDGE OF CLASS, THE TOTAL LOAD DEFLECTION I 0 o SHALL NOT EXCEED L/175 FOR EACH CLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE FG - FIXED CLASS OPNG - OPENING W/O - WITHOUT cit I v MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS FIN - FINISH OA - OVER-ALL _ OF SUNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT FL - FLOOR OHM - OVERHEAD DOOR �03 k I EXCEED L/120. IST - FIRST 0/ - OVER 00 SECTION M1505 8311.3 FLOORS AND LANDINGS AT EXTERIORDOORS. FLUOR - FLUORESCENT OPT - OPTIONAL �d' D. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED FTG - FOOTING a C I� APPLIANCE ACCESS THERE SHALL BE A LANDING OR FLOOR O EACh+ SIDE OF EACH EXTERIOR DOOR. THE WIDTH TO AN ALLOWABLE DEFLECTION OF H/180. _ OF EACH LANDING SHALL NOT BE LE55 N THE DOOR SERVED. EVERY LANDING SHALL HAVE E. REFER TO SECTION R703.1.2. FOUND - FOUNDATION 1 `' . I M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. A MINIMUM DIMENSION OF 36 INCHES (914 m) MEASURED IN THE DIRECTION OF TRAVEL. GYP - 6YP5UM Z i I � -I APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERM�hNENT EXTERIOR LANDINGS SHALL BE PERM[ TO HAVE A SLOPE NOT TO EXCEED I/4 UNITII VERTICAL IN 12 UNITS HORIZONTAL (2 ENT). 1. x G4 CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUGT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, EXCEPTION: _ -_--____-_______ _ ____ a Q SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE (762 mm BY 762 mm) EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET (5.6 m2) AND ONLY ACCESSIBLE FROM A SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOM HEATER5 SHALL DOOR ARE PERMITTED TO HAVE A LANDI LESS THAN 36 INCHES M14mm) MEASURED IN THE 8312.1.1 GUARDS WHERE REQUIRED. BE PERMITTED WITH AT LEAST AN IS-INCH (45'1 mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. DIRECTION OF TRAVEL. GUARDS SHALL BE LOCATED ALONG OPEN-51MD WALKING SURFACES, INGLUDIN6 STAIRS, P4 1 RAMPS AND LANDIN65, THAT ARE LOCATED MORE THAN 30 INCHES (762 mm) MEASURED � II�� MI305.1.2 APPLIANCES IN ROOMS. R 3112 EGRESS DOOR VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (ql4 mm) `.J � APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR 51MILAR SPACE SHALL BE ACCESSED BY AN OPENING OR AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE EGRESS HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT 5CREENING SHALL NOT BE - --------------- -- DOOR AND AN UNO55TRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES (610 mm) WIDE AND LARGE ENOUGH TO ALLOW DOOR SHALL BE SIDE-HINGED,AND SHALLPROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES (813 CONSIDERED AS A GUARD. REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LE55 THAN 30 INCHES (762 rrwm) WHEN MEASURED BETWEEN THE FACE THE DOOR AND THE STOP,WITH THE DOOR OPEN 90 WALL SECTION NUMBER 7' e Z mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES ('162 mm), AT THE FRONT OR SERVICE DEGREES (IS'1 rad). THE MINIMUM CLEAR I6HT OF THE DOOR OPENING SHALL NOT BE LE55 SIDE OF THE APPLIANCE WITH THE DOOR OPEN. THAN 78 INCHES (1981 mm) IN HEIGHT ME D FROM THE TOP OF THE THRESHOLD TO THE R312.2 HEIGHT. I DIRECTION THAT THE j BOTTOM OF THE STOP. OTHER DOORS SH NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM REQUIRED &UARD5 AT OPEN-51DED WALKING SURFACES, INCLUDING STAIRS, PORCHES, �� SECTION IS TAKEN 0 DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING BALCONIES OR LANDING5, 5HALL BE NOT LE55 THAN 36 INCHES (1114 mm) HIGH MEASURED HALL SECTION All M1305.1.3 APPLIANCES IN ATTICS. WITHOUT THE USE OF A KEY OR SPECIAL NOWLEDOE OR EFFORT. VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED 5EATINO OR THE SHEET NUMBER ON WHICH f-i ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE EXCEPTION: LINE CONNEGTIN& THE LEADING EDGES OF THE TREADS. THE SECTION 15 DRAWN ENOU6,H TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30 INCHES (`762 mm) H16H AND 22 INCHES (5511 mm) BUILDIN66 THAT ARE 400 SQUARE FEET m2) OR LESS AND THAT ARE INTENDED FOR USE IN EXCEPTIONS: WIDE AND NOT MORE THAN 20 FEET (bOgb MM) LONG MEASURED ALONG THE CENTERLINE OF THE PA55AGEWAY FROM THE OPENING CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT To THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LE55 THAN AND WIDTH REQUIREMENTS OF THI5 CODE. I. GUARDS ON THE OPEN 51DE5 OF STAIRS SHALL HAVE A HE16HT NOT LESS THAN 34 INCHES (864 mm) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDC,E5 OF THE 24 INCHES (610 mm) WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE - -- W PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BEA 8311.78 HANDRAILS. TREADS. MINIMUM OF 20 INCHES BY 30 INCHES (508 mm BY 762 mm), AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LA86EST APPLIANCE. HANDRAILS SHALL BE PROVIDED ON AT AST ONE SIDE OF EACH CONTINUOUS 2. 6UARD5 ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENIN65 WHICH ALLOW �\ B RUN OF TREADS OR FL16HT WITH FOUR OR MORE RISERS. PASSAGE OF A SPHERE 4 3/8 INCHES (III mm) IN DIAMETER. A Q EXCEPTIONS: TTI71 I. THE PA55A6EWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED 8311.-1.8.1 HEIGHT. CRO55-5ECTION LETTER THROUGH THE REQUIRED OPENING. HANDRAIL HE16HT,MEASURED VERTICALLYFROM THE SLOPED PLANE ADJOINING THE 830!.5 LIVE LOAD. 2. WHERE THE PASSAGEWAY 15 UNOBSTRUCTED AND NOT LESS THAN b FEET (18211 mm) HIGH AND 22 INCHES (5511 mm) WIDE FOR ITS TREAD NOSING,OR FINISH SURFACE OF MP SLOPE,SHALL BE NOT LESS THAN 34 INCHES THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE A5 PROVIDED IN TABLE R301.5 . p c >, DIRECTION THAT THE ENTIRE LENGTH, THE PA55AOEWAY SHALL BE NOT MORE THAN 50 FEET (15250 mm) LONG. (664 MM) AND NOT MORE THAN 38 INCHES (4165 MM). GRO5S-SECT I ONS SECTION IS TAKEN EXCEPTIONS: i M1305.1.3.1 ELECTRICAL REQUIREMENTS. 1. THE USE OF A VOLUTE, TURNOUT OR STA TING EASING SHALL BE ALLOWED OVER THE THE T 1ZSOi.S SHEET NUMBER ON WHICH ,fl Q; LOWEST TREAD. THE SECTION 15 DRAWN CQ A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PA55A6EWAY OPENING AND A RECEPTACLE OUTLET 2• WHEN HANDRAIL FITTINl65 OR BEND( ARE USED TO PROVIDE CONTINUOUS TRANSITION MINIMUM UNIFORMLY D15TRIMTED LIDS LOADS A 0 � SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 3g. BETWEEN FLI6HIT5,THE TRAN51TION FROM ANDRAIL TO 6UARDRAIL, OR USED AT THE (IN POUNDS PER SOUARE FOOT) 11I I :'d I START OR A FLIGHT, THE HANDRAIL HEI6H AT THE FITTIN65 OR BENDINGS SHALL BE -- MI305.1.4.1 GROUND CLEARANCE. PERMITTED TO EXCEED THE MAXIMUM HEI T. USE LIVE LOAD rh•9 00 1 EQUIPMENT AND APPLIANCES SUPPORTED FROM THE &ROUND SHALL BE LEVEL AND FIRMLY SUPPORTED ON A CONCRETE SLAB OR UNINHABITABLE ATTICS WITHOUT STORAGE B 10 ,v� t, OTHER APPROVED MATERIAL EXTENDING NOT LE55 THAN 3 INCHES (76 mm) ABOVE THE ADJOINING GROUND. SUCH SUPPORT SHALL BE R311,7t_8.2 CONTINUITY. UNINHABITABLE ATTICS WITH LIMITED 5TORA&E B 6 __ 20 td HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE HABITABLE ATTICS AND ATTICS SERVED � IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLIANCES SUSPENDED FROM THE FLOOR SHALL HAVE A FLI6F+T, FROM A POINT DIRECTLY ABOVE HE TOP RISER OF THE FLIGHT TO A POINT WITH FIXED STAIRS 30 rn 0 CLEARANCE OF NOT LE55 THAN b INCHES (152 mm) FROM THE &ROUND. DIRECTLY ABOVE THE LOWEST RISER OF FLIGHT. HANDRAIL ENDS SHALL BE BALCONIES EXTERI AND DECKS E 40 I DETAIL NUMBER m 'z, RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS FIRE ESCAPES 4o DETAILS SHEET NUMBER ON WHICH ,_, M1305.1.4.3 ELECTRICAL REQUIREMENTS.1. ADJACENT To A WALL SHALL HAVE A SP E OF NOT LESS THAN I I/2 INCH (38 MM) GUARDRAILS AND HANDRAILS (D) 200 (H) 1 All �-THE DETAIL IS DRAWNtho A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PAS5A6,EWAY OPENING AND A RECEPTACLE OUTLET SHALL BE BETWEEN THE WALL AND THE HANDRAILS. I GUARDRAILS IN-FILL COMPONENTS ) 50 H I ,a Im i INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN AGCORDANGE WITH CHAPTER 311. EXCEPTIONS: PASSENGER VEHICLE_GARAGES A_,__- -_____.__._ _ 50 i I. HANDRAILS SHALL BE PERMITTED TO INTERRUPTED BY A NEWEL POST AT THE C ROOMS OTHER THAN SLEEPING ROOMS _ 40 m TSN• 5LEEPIN6 RO_OM_5_ _ _ _ ___ 30 I M130-1.2 ANCHORAGE OF APPLIANCES. 1 2. THE USE OF A VOLUTE, TURNOUT, START N6 EASING OR STARTING NEWEL SHALL BE STAIRS 40 CL_ DIRECTION THAT THE ti APPLIANCES DE51ONED TO BE FIXED IN P051TION SHALL BE FA57ENED OR ANCHORED IN AN I ALLOWED OVER THE LOWEST TREAD. - - APPROVED MANNER, IN SEISMIC DES16N GATE60RIES DI AND D2, WATER HEATERS SHALL BE ELEVATION IS TAKEN FOR 51: I POUND PER SQUARE FOOT = 0.047g kPa, i SQUARE INCH = 645 MM 2 , � i ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EARTHQUAKE I 8311.7.8.3 GRIP SIZE. I POUND = 4.45 N. 1 I ELEVATION NUMBER ; �4 MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENTLTI ONS SHEET NUMBER ON ARCH 68ASP,�gILIT•r-• A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2p00-POUND LOAD OF THE APPLIANCE'S VERTICAL DIMENSIONS. AT THE LOWER POINT, THE 5TRAPPINC SHALL I. TYPE 1. HANDRAIL5 WITH CIRCULAR G SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF QT APPLIED OVER A 20-SQUARE-INCH AREA. MAINTAIN A MINIMUM DISTANCE OF 4 INCHES (102mm) ABOVE THE CONTROLS. LEAST 1 1/4 INCHES (32 mm) AND NOT TER THAN 2 INCHES (51 mm). IF THE HANDRAIL 15 NOT B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE TH05E WHERE THE MAXIMUM CLEAR HEIGHT j ! A THE ELEVATION IS DRAWN CIRCULAR IT SHALL HAVE A PERIMETER D MEN51ON OF AT LEAST 4 INCHES (102 mm) AND NOT BETWEEN JOISTS AND RAFTERS 15 LE55 THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR I --- - ----- --- ---- --- - - -- --- - ---- --� GREATER THAN 6 1/4 INCHES (160 mm) WIT A MAXIMUM GROSS SFe.TION OF DIMENSION OF 2 1/4 MORE ADJACENT TRU55E5 WITH WEB GONFIOURATION5 CAPABLE OF ACCOMMODATING AN i ,L-------------------------------------------------- ! : , INCHES (5.1 mm). EDGES SHALL HAVE A MI MINIMUM RADIUS OF 0.01 INCH (025 mm). ASSUMED RECTANGLE 42 INCHES HIGH BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE _ U 2. TYPE 11. HANDRAILS WITH A PERIMETER TER THAN 6114 INCHES (160 mm) SHALL HAVE A OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE A55UMED TO ACT CONCURRENTLY WITH ANY 1 ! 6RA5PABLE FINGER RECESS AREA ON H SIDES OF PROFILE. THE FINGER RECESS SHALL BEGIN OTHER LIVE LOAD REQUIREMENTS. GO1�lTROL.L > E 1tT ''4 WITHIN A DISTANCE of 3/4 INCH (141 mm) D VERTICALLY FROM THE TALLEST PORTION OF G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE TOP OF SLAB = O'-O" 11 11 THE PROFILE AND ACHIEVE A DEPTH OF LEAST 5/I6 INCH (8 mm) WITHIN-1/8 INCH (22 mm) A LOAD OR A 300-POUND CONCENTRATED LOAD ACTIN& OVER AN AREA OF 4 SQUARE INCHES, r �" - '' BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT WHICHEVER PRODUCES THE GREATER STRESSES. `AF"tl LEAST 3/8 INCH (10 mm) TOA LEVEL THAT 15 NOT LE55 THAN 13/4 INCHES AB mm)VE BELOW THE D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. -� � TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS �'' E. SEE SECTION 8502.2 FOR DECKS ATTACHED TO EXTERIOR WALLS. I x _L. SHALL BE I I/4 INCHES (32 mm) TO A MAXI OF 2 3/4 INCHES (`fOmm)_ ED6E5 SHALL HAVE A F. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL I I MINIMUM RADIUS OF 0.01 INCHES (0.25 mm). 1 1/2 MIN FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD N 50 - --- --- - --- - --------- - --- -- --- � s �� POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO ACT a--- _._ 4 -��---- _-_•--- OPTIONAL HANDRAIL EGTIONS GONGURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. I 1- 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE AND THOSE WHERE THE MAXIMUM CLEAR I I HEIGHT BETWEEN J015T AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO Duvcl%xlCounty Speed Zones I 1_1g OR MORE ADJACENT TRU55E5 WITH WEB CONFIOURATION5 CAPABLE OF ACCOMMODATING AN 1 ® 1 1/2" MIN. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE -"..� MAIN 11 PLACE OF THE TRUSSES. 1. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM � "'' I I CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: " j - - I. THE ATTIC AREA 15 ACCESSIBLE BY AN OPENING NOT LE55 THAN 20 INCHES IN WIDTH BY 30 I _ �°� ,11: I INCHES IN LENGTH THAT 15 LOCATED WHERE THE CLEAR HE16HT IN THE ATTIC 15 A MINIMUM OF 30 I - t, ,;; INCHES. i_} ::" - fTT, LEM TURNER R3o2.l1 FIREBLOGKING. 1 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NO GREATER THAN 2 INCHES / ,t E .I ' ) i ' a 'I'MOVIT 8 L'CiK?r .ti IN COMBUSTIBLE GONSTRUGTION FIRE OGKIN6 SHALL BE PROVIDED TO GUT OFF ALL VERTICAL TO 12 UNITS HORIZONTAL. I 'N a �. _: ' . CONGEALED DRAFT OPENINGS BOTH TICAL AND HOP!ZONTAL) AND TO FORM AN 3. REQUIRED INSULATION DEPTH IS LE55 THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER > ` AN EFFECTIVE FIRE BARRIER BETWEE STORIES, AND BE: SEN A TOP STORY AND DEPTH. THE REMAININ6 PORTIONS OF THE JOISTS OR TRU55 BOTTOM CHORDS SHALL BE ' ""`Is ' 'I`I I i I I 1 "'�' ;. 1 - ;ro �; y, THE ROOF SPACE. FIREBLOCKIN6 SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION DESIGNED FOR A UNIFORMLY DISTRIBUTED GONGURRENT LIVE LOAD OF NOT LESS THAN 10 I 1 I 1 I V.' ' T%� € ? 1 IN THE FOLLOWING LOCATIONS. LB/FT.2. i' L11z� R s " T F . ' Y 4 r,1. ,'' � I I I. IN CONGEALED SPACES OF STUD LS AND PARTITIONS, INGLUDIN6 FURRED H. GLAZING USED !N HANDRAIL A55EME3LIES AND GUARDS SHALL BE DE51ONED WITH A SAFETY 1' f A ' rq > " ` , SPACES AND PARALLEL ROWS OF 5 5 OR �aTAGGERED STUDS AS FOLLOWS: FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE GONGEN7RATED s 'g s t,ESd it3 xiER ' ' Y ,: , ' - I I.I. VERTICALLY AT THE GEILIN6 A FLOOR LEVELS. LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN-FILL_ COMPONENTS. I ! E ` ' 1.2. HORIZONTALLY AT INTERVALS OT EXCEEDING 10 FEET (3046 MM). THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE 11 xyr r 2. AT ALL INTERCONNECTIONS BET CONGEALED VERTICAL AND HORIZONTAL ASSUMED NOT TO OCCUR WITH ANY OTHER LI`,/E LOAD. -,; ' - i ..___ ""�"_,___ SPACES SUCH A5 OGGUR AT SOFFITS, ROP CEILINGS AND DOVE GEILIN65. '. Is y APPROX. - _ A SPA ... WE STAIR TRIN 1 RS AT THE TOP AND TT MOF --------------_ j 41I I ;.; <. ................. .: ... . �_..__________.L... , rn_�_. 3. IN CONGE LED N GPS BET S C BO Omusum A f:_ I .__..,__.__.� - --- -- - .._ _ - -- --- - --- ,: �.�. F #• ., , 5 TE LOCA ION _. _,_ . THE RUN. ENCLOSED SPACES UNDER 5 IRS SHALL COMPLY WITH SECTION R302."1. "3 a F " 3 r' ' i PI }� ! r. ;s SL .i�A:, SFS tr,$, r� � IROF iJ IN� 1 4. AT OPENINC75 AROUND VENTS, PI S, DUCTS-, e;ABLE5, AND WIRE5 AT CEILING' AND „• -- '" .,,:IL -.- ... - VEX ----- - - ----- - --- - .. F , .• •--, t (Al) 4 COVER SHEET FLOOR LEVEL WITH AN APPROVED MA TERIAL TO RE515T THE FREE PA55A&E OF FLAME 4 ! y 1 i- , r. } .� Ill (A2) ARGHITEGTURAL SITE PLAN - A 1 AND PRODUCTS OF COMBUSTION. THE ATERIAL FILLING THI5 ANNULAR SPACE SHALL ADDITIONAL NOTES! � � � --L --`-`--° - a f' A3 ARGHITEGTURAL SITE GR055 SECTION A-A NOT BE REQUIRED TO MEET THE A5TM 136 REQUIREMENTS. � '" , I ' I (A5) 5. FOR THE FIREBLOCKIN6 OF CHI 5 AND FIREPLACES, SEE SECTION R1003.Ig. (A4) ARCHITECTURAL SITE PLAN - B (1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE .. .� pL ' 0 < 6. FIREBLOGKIN6 OF CORNICES OF ATWO-FAMILY DWELLING 15 REQUIRED AT THE . s A 1 (A5) NORTH, EAST, AND WEST SIDE ELEVATIONS LINE OF DWELLING UNIT SEPARATION. STANDARDS ESTABLISHED IN THE 2014 FLORIDA BUILDING /1 11 I 1. i-� (A6) SOUTH ELEVATION AND GR055 SECTION A-A CODE RESIDENTIAL SECTION R501 OR AN ENGINEERED DESIGN (A?) GR055 SECTIONS B-B, G-G, AND D-D PER R3ol 13 ` x BRANrtAl I?iEti> (AS) FIRST FLOOR PLAN 8302.12 DRAFTSTOPPIN6. IN COMBUS ISLE CONSTRUCTION WHERE : l f (2) THE BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. THERE 15 USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE THE DESIGN SHALL INCORPORATE IMPACT GLASS, ENGINEERED a > t- ? 1. I K (Act) SECOND FLOOR PLAN __ TGTUt' J� I�� OF A FLDOR/GEILIN6 ASSEMBLY, DRA TSTOPS SHALL BE INSTALLED SO THATL (A1C) THIRD FLOOR PLAN !`J�� THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE SHUTTERS, OR LABEL-ED, SITE STORED, PLYWOOD SHUTTERS ;_k __._'_..__, z_.-._ '" 1 : . lu -3 (AIL) Fv^UNDATION TEMPLATE FEET (q2.g m2). DRAFTSTOPPIN6 SHALL DIVIDE THE CONCEALED SPACE :^IIT{1 FERN',a.NIEN!T, 5TT'a!!T.;Fr AFF!?4ED, HARDWARE. I (AI2) ROOF PLAN INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 "� .1 ENCLOSED BY A FLOOR MEMBRANE VE AND �"+ GEILIN6 MEMBRANE (3) THE MAIN WIND FORGE FME515TING SYSTEMS ARE DESIGNED Fmlms L, b- � (rli3) GGNSTRUGTION DETAILS BELOW, DRAFSTOPPIN6 SHALL BE (DED IN FLOOR/GEILIN6 TO WITHSTAND THE KIND LOADS ASSOCIATED WITH THE "ULTIMATE" ,;g ( (A14) BALCONY 4 ROOF FLASHING � - r;,E � : ••, _ T ,. 1 - ?�55EMBLIES UNDER, THE FOLLOWING GI UM'aTA+NGi S: �5 SIGN WIND SPEEIJ, .I �, of I ION 301.2.1.3. 'Qt ' 11 1 z (,Alra) WALL - WINDOW - DOOR FLA.SHINC ( I. GEILIN6 15 SUSPENDED UNDER THE F 001w: FP (4) THc BUILDING GATEG" 'Y (AIN) FIRST FLOOR ELECTRICAL PLAN I _ :T s F ... I I .AMINO. HALL BE (II) AS PER ASCE 7-10, 9 ,4NI a<° SECOND FLOOR ELI=GTRIGAL. PLAN 2. FLOOR FRAMING 15 CONSTRUCTED F T8J5��-T`tPE OPEN-WEB OR T,,NOLE I-i. E ' a f I + PERFORATED MEMBERS. ) rr�"alcu+Eo�uul�Gspeaazc Ri I 1, iI (A1 5) THIRD FLOOR ELECTRICAL PLAN N ,� , �� J (5) 7'I-IE BUILDING SHALL_ r� /"_ A '.MIND EXPOSURE CATEGORY 1 4":. . ,. � � � `� °. NcsS �a _ 1A GTV .L+ 'i - -- - ----- - --- -- - -. - ,�, %ET1v iiia r�Y .HL rivlllEEli� FIELD 5i1RNEY OF THE F'ROPEfiT"( ------ AN•1 AND ALL ENO-INEERi O .Azo✓ ,Y,`11465 TAKE I I I Y (SI, 52, 53, S4) PLANS BY OTHERS ---- (6) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE GOEFFIGIENT � came�uoav � � / 1�# 21 Mlles �uKw"k�'+ µy.�».r.;'�' PRECEDENCE OVER AR HiTE0Ti::`�AL DRAWING5. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL, �o..ww ,•-roarn,•o..v.eY. W_ 11 L------ ______ __ -__1._---'------._______-_____ I FOR A "FULLY ENCLOSED" BUILDING. (-1) THE COMPONENTS AND C.I._ADDIN6 HAVE BEEN SELECTED, -. _ .,-, s.., AND THE N .-. - - IR USE INCORPORATED INTO THE DESIGN AND0) --- - - - --- -I ----- -- T18{ .E RSOI. .I.2 I 1 FLORIDA BuSPECIFICATI�DIN6 GOD RESIDENTIAL.NS, IN ACCORDANCE IITH TABPPLY THE2(2) OF THE I WII +RIS PRiOTmiTI FASTENING 5c+Erkx TAMLATION ' ; � i APPROPRIATE HEIGHT ,A,� EX�'O..LF'.E COEFFICIENT FROM � I I I `. TABLE R301,2(3). FOR �TlJRAI_ Pi.. A,B�Gp ! - __._ _--___ -------- . _-- ----- --- --- __ -- - - FIRST FLOOR - -_-- IZ05L (8) GARAGE DOORS ARE TO i�;EET DE516N PRESSURES BASED ON , � ; FRdT GTION OF OPENIINI IN-THE WIND2 r-, �r&Ye T•/ PANEL. SPAN ! t FOOT< b POOT< _._��__.. THE FLORIDA BUILDING Ge PF,. AND (A5GE 7-10) EXPOSURE CATEGORY. � �. I I I BMG OLID FLOM 2545 1 j g i I <4 1 t- & FOOT S FOOT THIRD FLOOR 4"15 (g) SEE STRUCTURAL EN6INEERlN6 SWEETS FOR DESIGN GOMPLIANGE BUILDING SHALL BE DE51 GNED AS FULLY ENCLOSED WITH THE USE OF EITHER "OPTION ON A _._ -A 'T 2 OR OPTION B SHUTTER SPECIFICATIONS (NOTED BELOW). OTHERWISE, APPROVED TOTAL HEATED 46'78 IMPACT RESISTANT WINDOW5 AND DOORS, CERTIFIED TO MEET EITHER MIAMI-DADE 15!,RT_-*N-6A5W 10 8 TOTAL HEATED VOU*4E -404166 CPT. STANDARDS ESTABLISHED IN SECTION 8301 OF THE FLORIDA BUILDING CODE, ANCHOR KITH 2--INCH Ib lu F OR THE RESIDENTIAL. III EM13Er,"-ENT LENGTH I x010 U,ic- D O I - - - ENTRY 31 CD --1 Q- ` � SCOW-BASED i ANCHOR WITH 2-INCH 16 12 q EAST LANAI 411 5HU 7M 5PEGIFIGATIONS: I 1~15-_[7. 1' -NT L1=NGTH YC-5T LANAI . 186 _-_j OPTION A __ LAG 2 GAR GARAGE 621 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" (11.1 mm) AND A MAXIMUM SCREW-5ASED EAST BALCONY 4-11 SPAN OF 8 FEEL (2438 mm) SHALL BE PERMITTED FOR OPENINCs PROTECTION IN ONE- ANCHOR WITH 2-INCH Ib Ib Ib UNPIN. MEGH. 78 AND TWO-STORY BUILDINGS. PANELS SHALL BE P�CUT SO THAT THEY SHALL BE EMBEDMENT LENGTHf3ELILES RESIDENGE IVCs THE OPENING CONTAINING THE PRODUCT -- TOTAL. UNDER ROOF 6'584 � "'Fr, 1�$G�� ATTACHED TO THE FRAMING SURROUND SI: 1 INCH = 2a.4 mm, 1 FOOT = 3048 mm., 1 POUND = 4.448 N, WITH THE GLAZED OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE 1 MILE PER HOUR = 0.441 m/s. Z ANCHORACsE METHOD, AND ALL REQUIRED HARDWARE SHALL 15E PROVIDED. � 0 BYE ' ! A THIS TABLE 15 BASED ON 130 MPH WMD SPEEDS AND 33-FOOT MEAN Ih PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE WITH ANCHORS �� HEIGHT EXER+GISE OPEN BALCONY 124 w PERMANENTLY INSTALLED ON CHI= BUILDING SHALL BE PROVIDED AND DESIGNED t0 LOT5 �� 10, SI N RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH S. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD CODE BUILDING. ATTACHMENT IN STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED A MINIMUM OF 1 INCH TOTAL FLOORD SPACE 6668 O D 11�4�IrJ I THE PROVISIONS OF THE FLORIDA BUILDING , ACCORDANCE WITH CABLE 83012.12 WITH PERMANENT CORROSION RESISTANT FROM THE EDGE of THE PANEL- REVIEWED FOR CODE COMPLIANCE _ ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE C. ANCHORS SHALL PENETRATE TWROUCsH THE EXTERIOR WALL COVERING 42 ELEVENTH 5TR T CITY OF ATLANTIC BEACH I,mj r554:F° "= '_ I BUILDING 18 PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (10 058 WITH AN EMBEDMENT LENGTH OF 2 INCWES MINIMUM INTO THE BUILDING FRAME. I/�F -I O mm)OR LESS WHERE WIND SPEEDS DO NOT EXCEED 140 MILES PER HOUR (58 m/a). FASTENERS SHALL BE LOCATED A MNIMUM OF 2 1/2 NCHES FROM THE EDGESEE PERMITS FOR ADDITIONAL � 1 Z OF CONCRETE BLOCK OR CONCRETE. REQUIREMENTS AND CONDITIONS V V m JOB NJh� 4b�3 D. WHERE PANELS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, T14EYATLANTIC � ACH, DUVAL COUNT"�, FLORIDA . �f 2 z 2 SHALL BE ATTACHED USING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 1500 POUNDS. REVIEWED 8Y: OATS.____,_„ w/ O W . LL e --- -- - � o 0 Ma NO: OPTION B � W Z APPROVED SHUTTERS CERTIFIED TO MEET EITHER MIAMI-DADE OR F.B.G. IMPACT TESTS. SHUTTERS MAY BE ROLL DOWN, PANEL, OFFICE COPY � j ACCORDION OR OTHER APPROVED DESIGN TYPE. .. O - j 0 D.Ep Ivix 2"'81—A19 ti R 18E POINT OppM71E . �� tat R-18 POINTOPPOSM jig S85 a '02'487eW 155.86' 585*02'46"W 155.75 -- I � O z 14M CQ Ile H� tit I o cb - as c'� a w - - 151TE PLAN �A LOTS q AND 10 BLOCK 41 'N'� 42 r=1 vm N'sTREET ATLANTIC IGH, OWAL. COUNTY, FLORIDA - - - - - - - SALP. 10 a 20'-0° � Z Q ELEVENTH STREE -. -- - - -- - — -- - - ASPHALT PAVEMEN BENCHMARK: N83'19s 02 E 163.57 (IRON TO ON) WOOD WALK w RIGHT—OF NAIL IN EDGE oFN8319'27"E 163.52' BY PLAT FOUND PAVEMENT. - INONUMEN :Np 16.72 n N 11FICAi1pN 3' �ro'ioew 1eMO1W1�MfJR aNCE a EqS NG:THINb31¶099 25.90 0.25' (n.1o> 20' (,aeo) 1 2 NLB86 PIPE 0.07" 0.2 1 ~ (t2. ' 3 (12.00) 90) - ( R0) / (, so) (,� j ,, NCE J/ / ( _ % i // IL1 W 585�02'46"W 156.07 c� to � _ at1 Z o N no I ro�osx LOT x Z o 10 ^ m WW W ______ «ata. , r, tx m 0 C V > 3� , CD W t O N 16.007j _ av t ' O � C2 A-A LY co ) ! ,a. —— ———— «:,a ta. s. ) I (1e.1oJ O tr (t ., e. ) (1s ) (,200 ,.m of A-A < I7L -- - - A7 y 9 AND 10= gRa BLOC 7.00 FEET OF LO '_� tim -v- «ar I I «t..9 � t,.. � coo 0 1 7 ,e n 3 u +' m m INCLUD N - 16 ED S 1 IS 102'46"W 156.77 '� �rae L—JJ It tr Ilk, ra W� s 10 s � o IN � an— t / � 14 = V � H� LOT 9 I t I io :4- r -- _. � , � M W 13 2 ' 11 W � cQ - - f1 ,0.n0) --p.t - T � 0lfi M/, 1` O 1 1 r1 A FOUND IRON PIPE O .Z �v� ��OS T NE � 1/1U31674 :0' Z (talo e1n X - "X' ; Z 11 O p I d ER - - s.90 0 0 � NORTHING ss 21 2376 06 1 4 r >r w - - EASTING 53110 9 - laso te. road' p (, I lW L I 1 s FOUND 1 14 11 9.9 F ND IRON 11 1 13 -- -_--� R�9N PIPE _ S85'O2'48"W 157.10' 0' FOUND I 1/2" 1666 LB6645 1/2' LB66 10' -- - - AO' FLOOD ZONE "X• WITNESS C NER FLOOD ZONE LOT 8. 41 BLOC 'VE* : IS83°19'27'W 16 .21' BY PLAT) Wft ;_. S83'20'16"W 65.20' 1 IRON TO 157.40' "` IO'-0 II'-II " 62'-10" II'-0" IS'-2„ 111-0„ a,-0e 1114,-0e e RID S J � - ----- -- - ---- RWW i A lu O LL ♦ i 4 � v- -- - S85W4" 180.00' CONCRETE WALK - '. - - - -- - - - - - - - -- - - - - - -- --- - - -- - - - - - - _ /~ CONCRETE I S05W4" LU -- -- - -- I - - I ' n h --- WOOD BU1_KHECD -- CONC=ETE CURB OFFICE COPYASPNgLT p W z C W, AVEMENT BRICK co — WOOD P _ top INIE Z 0 o ff, 11/4/15 "0N` 3 r11 ADDITIONAL NOTA: N 1 SCALER I) THESE PLANS ARE DES16NED TO BE IN COMPLIANCE WITH THE '.,� c W CONCSTANDARDS ESTABLISHED IN SECTION 625-53.00'1 z ——— TH FLORIDA ADMINISTRATIVE GODS. () O m .TOB 141F4 2) THE MAIN WIND FORGE RE515TIN6 5Y5TEM5 ARE DE516NED = V 2 4673 ANGLE IN ACCORDANCE WITH SECTION b, "MININMUM DESIGN LOADS FOR BUILDIN655 AND OTHER O W 2�' IA& R-18 ANT �� STRUCTURES" TO WITHSTAND THE WIND L LLOADS A550CIATED WITH A MINIMUM BASIC MIND SPEED OF 120 MPH. G Q DW6 NOS 5) THE COMPONENTS AND CLADDIN6 HAVE BEEN SELECTED ? z 58738' AND THEIR USE INCORPORATED INTO THE DE516N AND 228.11' SPECIFICATIONS IN ACCORDANCE WITH SECTION b OF THE I) "MINIMUM DE516N LOADS FOR 5UILDIN65 AND OTHER O y D.Ep MOWU STRUCTURES" MENTIONED IN NOTE 2. A2 ME7VT V OF l ! I I I I SHALL MEAN THE vMC&DISTAWoE FROM THE APPLICAU WONNING POINT OF .9 ' AS FLOOD TOLE'X' ZOM WE FLOOD TORE 'AOFLOOD TOf E VE' TO H&IIEST POINT OF A SUILDIN65 ROOF STMXTLft OR PARR ET,ANP ANY ATTACHMENTS T Dew, EXCLUSIVE of CHIMNEYS THE APPROPRIATE METHOD OF DET OSM THE MAXIMIM ALLOWABLE 9� COASTAL LINE CA 71WTION- I I, HEIGHT OF BUILDING SHiA i BE USCF IN ACCORDANCE WITH THE FOLIAWN& 9 6eNERM-FEWIT LIREJ I EROSION COMWL LINE (c)" OF FLOOD ZOM PAIL CW HTH TOPOGRAPHIC YM2IATIONS OF MORE THAN g • - I i ORIGINAL EAST I f'RONIDE A�GERIIFI®*M-T SLRVEY THE M FLED ®AVf3iAGE K INC.VM ALL OGEAN FRONT PA W,SHALL FROPERTY LINE w BRL.—� ✓-- -_-- ------ �----_ ___ rBOUN W LINE I EAST SOIINDARY LINE GRADE SHALL EE USED A5 THE EEwjw POINT OF MFA6U�Cf EXGEP�11N6 P *M THE ONLY - 1 FILL PLACEMENT r I TO�P06RAIPFNGAL VARIATION IS A GITY+IAINTMIED DRAINAGE EAa�,-WHERE THE METHOD �� +-W GYUS OF FILL 01--< HW IN PRSC.EDING 5UB6EGT10N(b)SMALL SE MED. j AS DEPICTED BY HATCH O - ------- , t - ~--0 I EXISTING �� ' -�' ' I 7 = ❑'` 0 !C _ ° I EDGE4,7 OF BEACH 4'h.POOL ii � KATE LIN HIGH MEAN HI6FI a WATER LINE=4.70 WATER LINE =2.10 — IaL I- 11 TOP OF EXISTING 6RADE t�iL��_t1 - -- - - — (+17A8'NAYD-88) +18b'I'NAW-88 I (TOP OF HOUSE I I I � (TOP OF 6AdZAGE SLAB) U 5LA8) (+XX.XX'NAVD 8b) I a�wn�iworre I I � cL.oWEST HatIZONTAL z PILINGS TO STRU6MCMI A T L A i�I�T I C I®GEA o � S REI�t I � NAVD-88) I� I I SENSINEERIN6 SHEETS I I I I I I Q o I--I r +-84'- " TO SEAWARD EDGE OF IN&ROUND SPA IF ) 151TE SEOTION A�A ww O 01 +-120'-5i" O 5EAWARD EDGE OF PAVER DRIVEWAY �i TO SEAWARD EDGE OF ENCLOSED 6ARA&E IPATWmNA V—88 �..J +-155'-5k TO SEAWARD EDGE OF ENCLOSED STRUCTURE Z TO SEAWARD EDGE OF bb. PRIVACY FENCE TO SEAKARD EDGE OF BALCONIES NNO SED DIMS TO MATCH HARD�.�GAPE +-M,-I " TO SEAWARD EDGE OF PAVER WALKWAYENS.PLANS El SEAWARD EDGE OF POOL +-205'-74" TO SEAWARD EDGE OF PAVER POOL DECK o +-224'-qj" TO SEAWARD EDGE OF PAVER TERRACE cQ Q� cQ SEAWARD EDGE OF POOL FENCE � o 0 0 +-224'--qin SEAWARD EDGE OF FILL m m m z 02 I -4 C5 00 � W I I i i i i I i O.G. (TYP) b' HIGH PVC, FENCE BRONZE ANODIZED RAILING j In 50. PICKETS O 5" O.G. I I I P05T5 O 5" 1910. POST ( "_- � I" x 2" BOTTOM RAIL \\\/\\\ 30" DIA L IMEROCK BASE COMPACTED t0 A !jj DENSITY OF At LEAST W% OF tHHE MODIFIED �\\/ !\\\!\ \ \ \ z !�!i'�1� �\!\/\i\\�i\ /i / \/i�✓,Ty\/i /�!/i�!i�i�i — y \�\\�\\�\ \\ \ �, \\j\ \\j\\j\ \ \\j\ /\j\\j/\\j\\j\y\\/\\ PROCTOR MAXIMI.IM DRY DENSITY (ASTM D 1�✓'31) INTEL LOCKING PAVE?SY5TEM \\\/ / \/!!\\ // 30" DIA LRIEROC.K BASE COMPACTED t0 A /�\\///\\/\/�%\\� \/ / !/\j\y/ /\\//�\//�\/j�! ! //�\\ \j\\/!�\\! /! WITH A MINIMUM LEER OF 75. (OPTIONAL) \ \ \ .\ \, \ \ \ \ \ \ \ DFNSITYOFATLEAST 95% OFTHE MOPPIED /, /,�/ //�/i� ./ / / /\%`/j /,� /✓// / / / / / /,✓ / / / SAND�i1.LEt7 JOINTS \/\/j\//!\! !\ ! \\ !�`��\ �\' .'\ \/\\!\\!\\\\!\�� \ '�!\\!\� !\\!\!\\!�!\ \\!\\/ !! - .... ST,�kBILIZED 3l,ISCxRADE CNON-PLaASTIC, \\/�!�\ PROCTOR MAXIMUM DRY D ItY (ASTM D 153 ) <I \!\\!�\�\�\!\\!�\!�\ \!%/%/%!% \ / !%\!/%�%�%!%! %�/%!/\ NORrUNIC,GRANULAR SOIL COMPACTED t0 A " _ " �/ /� \/!\/! I,NTL! A MNIMLIM L13R OF 75. OPTIONAL.) �\j !\\/�\r�\r�\i \\i\\!\\!\\!\\!\\,�\.�\ ,,�,.\,\\!\\r\\ \!\\/�\\/�\!\\ \\,\\\\�\ \\ s I 1 1/2 GONORETE SAND TO MEET ASTM 033 \/ \\ \ \��\\! \/ !\\/\\y //!%//\////�ij�ij /!�/ !j\/\/!�/jai �i!�ii�/!\/!�ij�`// \//\/// � �!�!//! ! !! D 17Y OF At LEAST %% OF THE PROCTOR — _ /�\/ - 6TA51L ID SUFE -PLASTIC \\�j\\�j\\/i� � ; ��/�\/ \\/�/\�//\\� � �\�\\\\\ �\\ \\\\\�� ;�\!\\!\!\\y�\!/�\!/\ MAXIMUM DRY DENSITY (ASTM D 153'1)AND COMPACTS / ///r /j.,/, //! /!/y .,./r f,: / //!/ i1�1�;�i�k�aMiC GRANULAR SOIL COMPACTSM Te- TO " 4 ✓\\ \ \\\\ ;.�, \\\\\\,\\\\/,�,.i�\,\� ,., �i,\ \.\\\\\\\\\\,\\,�\r \\ � \ \ \ \!/\. S'T ILIXED t0 A MNI1"IUM OF BR OR 40. 4 THICK LIM�CA BASE COURSE �t \ \/\\j \ \ji\\ \%\ \j\\y\ \! / \ A DET151TY OF AT 1fP5T l00% OF T1•i� MODIFIED �/ / �/��\�/!/�/��.\�/.�/ 1 �`� PROCTOR / ''/�/ / DF!°,StTY OF At LEAST 95� OF tHE -- PROCTOR IrtAXIMUM� DRY DENSITY (ASTM D 1551) \ \ �. �..,,. \ � �.r\` •\ \.• ;,.� \ \ \\ � ^.3.1 I" (ASTM I�a3"I t° .� //\/ \ �!! /! /!!/!! DI�`r'' DENSITY D !" -�... —__ �, ��j��j\\j\\.\ �\\��;\; \.,.�,\_� �\\\!\\\\\�� \\\ ,.�..\.\\\\.\\,•� EL- WITH A MINIMUM LBR OF 75. (OPTIONAL) \ \ !\\j\\j\\\\�\\\j\\j\\� \j\\j\\ ATAML IZED TO A MNIM JM OF LBR OR 40.\�\\!\�\\�\�\ 120 OF STABILIZED SUB64ZADE MON-PLASTIC, INORGANIC, /i/�//�/! !/��/!�//�/yi�/i /jam/!/ SET BRACKETS 6R,4MWLAR SOIL COMPACTED TO A DENSITY OF AT LEAST \ \ !\\ \ \\�\/\\�\i\\i \\%\i\\i\ \/\!!\/��!\\!�\!/\!!`C/�!!�!�!!�// \! �!!y!!�!j \! — !\\ \\i� \ \ ! !i\�i\! r\�\\!i\\!i NOTE: CONTRACTOR SHALL SUBMIT SHOPi�!/�i �\!!\\!� \\i\\!\\!\y\� el g6As of THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) \/ AND STABILIZED TO A MINIMUM OF L.BR OR 40. DRAh41NG5 FOR APPROVAL PRIOR TO � �v\\/\ FABRICATION ON ALL RAILINGS �` FAVER DETAIL 4' H16H POOL FENCor= 5EAKAIRD OF THE SCALE: I/2 -! -oil SCALE. I/2 -I-o SCALE: I/2 -1-0 9b ._.._. ENC71NEERS 5TRUGTURAL CRITERIA MAY OVERRIDE SHOWN DETAILS. FOR 9TRUGTUF2M_AND REINFORCANS INFORMATION,REFER TO ENGINEERING Z ShH>>E'f5. O OFFICE CORY H DRAM WE KBO/BV� W z I 0 uffc,Klevv SYS { �- Z M o 11/4/15 ADDITIONAL NOIESs 0 w N 1) THESE PLANS ARE DE516NED TO BE IN COMPLIANCE WITH THE co W E STANDARDS ESTABLISHED IN SECTION 628-55.007 z W , FLORIDA ADMINISTRATIVE CODE. jo 2) THE MAIN WG IND FORE RE51STIN6 SYSTEMS ARE DE516NED = V 4673 IN ACCORDANCE WITH SECTION b, AN51/ASCE 7-02 w SMININMUM DE-516N LOADS FOR BUILDINGS AND OTHER O ; 2/17/Ib TRUCTURES" TO KITHSTAND THE WIND LOADS ASSOCIATED ' WITH A MINIMUM BASIC, WIND SPEED OF 120 MPH. ma 0 ON&No_ 5) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED � W z E5 AND THEIR USE INCORPORATED INTO THE D16N AND U)SPECIFICATIONS IN ACCORDANCE WITH SECTION b OF THE MINIMUM DE516N LOADS FOR BUILDINGS AND OTHER 0 STRUCTURES" MENTIONED IN NOTE 2. IA5 V -r- (FAR) FLOOR AREA RATIO GREG BELIEFS RESIDENCE Is PERVIOUS / IMPERVIOUS SURFACE CALCULATION TABLE: ba I Pervious mpervlous Sur ace Calculations for 2 even Street, Atlantic Beach, FL g� Atlantic Beach Zoning District Regulations: Maximum Impervious Surface Ratio (ISR) of 50%. - T - - - - - -- - --- --- -- ! • AREA OF LOT SQUARE FOOTAGE -IA-70 . Ft. = 0.226 ACRES 8� I� • HOME SQUARE FOOTAGE (UNDER ROOF) 3,135 50. FT. - • FLOOR AREA RATIO A 32% � �g J , o r I (ISR) IMPERVIOUS SURFACE RATIO CV PERVIOUS / IMPERVIOUS SURFACE CALCULATION TABLE: gym: -- - Pervious / impervious Surface Calculations for 42 Eleventh Street, Atlantic Beach, FL LL.Ij - - - - - - Atlantic Beach Zoning District Regulations: Maximum Impervious Surface Ratio (ISR) of 50%. � T1s � t� - _ b g AREA OF LOT SQUARE FOOTAGE 1,&-70 ft Ft. = 0.226 ACRES - - _- HOME SQUARE FOOTAGE (UNDER ROOF) 3,135 50. FT. _ FLOOR AREA RATIO (I=A 32515 s - - - - - • AREA OF LOT SQUARE FOOTAGE g '10 Ft. = 0.226 ACRES = g "IO Ft. = 0226 ACRES a • HOME 5QUARE FOOTAGE (UNDER ROOF) 3,135 Sq. Ft. (IMPFRVIOU5) = 3,135 Ft. (IMPERVIOUS) • CONCRETE STEPS 62 Sq. Ft. (IMPERVIOUS) = 62 SQ. Ft. (IMPERVIOUS) • PLANTER AAI L5-INTERLOCKING BLOCK 42 5q. Ft. (IMPERVIOUS) = 42 SQ. Ft. (IMPERVIOUS) • RETAINING WALL5-WALLS-INTERLOCKIN6 BLOCK 54 5k. Ft. (IMPERVIOUS) = 54 5q. Ft. (IMPERVIOUS) • MOTOR COURT-PERVIOUS PAVERS 2q0 5q. Ft. (50515 PERVIOUS) = 145 gqFt. (IMPERVIOUS) • ENTRY WALKWAY-PERVIOUS PAVERS 156 Sq. Ft. 0% PERVIOUS) = 6g sq. Ft. (IMPERVIOUS) • POOL ACCESS WALKWAY-PERVIOU5 PAVERS 146 5cf. Ft. (50515 PERVIOUS) = 13 Pk. Ft. (IMPERVIOUS) • POOL TERRACE-PERVIOUS PAVERS 1144 . Ft. (50% PERVIOUS) = 472 . Ft. (IMPERVIOUS) Z • POOL 4 5PA-IMPERVIOU5 POOL SHELL 500 sq. Ft. (100% IMPERVIOUS) = 500 Sq. Ft. (IMPERVIOUS) DU--4W • COURTYARD WALKWAY-PERVIOUS PAVERS 266 . Ft. (50515 PERVIOUS) = 133 sq. Ft. (IMPERVIOUS) a., ko REVISW DIMS TO MATG#KNWE.CAPE . FIRE-PIT TERRACE-PERVIOUS PAVERS 154 . Ft. (50% PERVIOU5) = -" . Ft. (IMPERVIOUS) � 0 o I--1 AND ENG.M-ANS • FIRE-PIT STEPPING STONES IMPERVIOUS PAVERS 14 SQ. Ft. (100% IMPERVIOUS) = 14 Sq. Ft. IMPERVIOUS � � a TO SEAWARD EDGE OF PAVER WALKWAY • SPA (PORTABLE) 26 Pq. Ft. (100515 IMPERVIOUS) = 26 . Ft. (IMPERVIOUS) o � e 01 • SPA PAD-PERVIOUS PAVERS 50 sq Ft. (50% PERVIOU5) _ 40 . Ft. (IMPERVIOUS) � • A.G. PAD-PERVIOU5 PAVERS 28 . Ft. (50% PERVIOUS) = 14 Ft. (IMPERVIOU5) �v a +-122'-Ij,, TO SEAWARD EDGE OF ENCLOSED GARAGE e. POOL EQUIPMENT PAD PFRVIOU5 PAVERS 28 Sq. Ft. (50r'IS PERVIOUS) - 14 Ft. (IMPERVIOUS) v14 TOTAL IMPERVIOUS SURFACE AREA = 4g32 Sq. Ft. IMPERVIOUS) -- IMPERVIOUS / PERVIOUS SURFACE CALCULATIONS: 470 . Ft. (IMPERVIOUS) / q "10 5Q. FT. OT AREA) = 41134A5 IMPERVIOU5 SURFACE RATIO � E �D +- LLJ ? CONCRETE LONCRE WI a O ' ov&R EROSION O +-s4'-8 " TO SEAWARD EDGE OF 1N6ROUND SPA - V CONTROL LIN - 0 0 01 VES STREE 3 z 40 RIGHT-OF-WAY- PAVE - --- -- - --- - - -ASPHALT PAVEMEN BENCHMARK: N 8019'0, 2 „E 163.57 , (IRON TO ON) WOOD WALK NAIL IN EDGE OFNB 19 27E 163.52 (BY PLAT MONUMENT OUND CONCRETE OFPA PAVEMENT. � W NUME16.72 VDt NT W N T, NO NO CRETE� �ONCRETE CURB TM outs C MATUf++AFZWAPE z Q IDEN TIFICq TION 3 � Alm ENS.PLA NORTHING: 218 r FENCE + 4NORr�POOL EX OF UN � D IRON PIPE � EASTING: 531099.23-.- , (17.10) H 1 2" LB6645 0.07' 0.25 0.20' 0.20' (1s.so) X 1 2" 1 12 13 (12.80) o ss ' 71 16.45) ( - - - - 1 50 s.so Cts.7o� ( ) so) J, 4 h POOL FENCE 16 2tf) T4.5�j (t 3. (14. 0 Cq - PAVERS o/5 5Tf1AI Y - ONCRE BLOCK WA l -J (12.so) (11.5 00 04 ro 0 FEN CE - V8i5 0]51 EM;EXSr6. BLOCK WALL 3�, ! __ - o b I - MrMMSMIE TO BE Fe4O'1/ED , - - - - °o I . > >: _ Q B C f 1 c Q - 0 GRA PROP05ED FI �, W d, S85 02 46 W 156.07 (1670 --- ASDEPIGTB� +�ATGH saa - - - 1 w 1 e l 1 00 a' / I m Z � m m I N I I b h.f'RIVA POOL a I I I I I pl l SPV.:1811 5,_0,� b'-0" +18MAYD .1 .07 PAVBiSao Ib by O a m40 �--� LOT 1 I t-1 I I I al ,g*n '�J LL 4 �' ul u u u I: -I i 1 18:17. a� o 'moi o m �_ CO g�� 6�-or' 4-r-_--,, L------1 ToBEvfs II16.6 .67is's 1 5 1413 1 1 I f I �i �4 o I W L I +Ib NAY04 8) -- -- it +15.17 + , + ,5.17+ G V W A6.80 'Q Q I W _ O I ( TIS AVERAGE GRADE I II w z.s o , ,2.s7 I { PA77o m m LL - LN)ER EUILDIN6 PAD 11 T.W. 6.50 17.6 i N 18.0 0I LL . ^ O 16.60) - - +1&17 i O l 18,7 78.0 ill 7 5. o ETE ' O / \ I -- o o j NC (18.10) - 1 .1 1s 10 LL U I CD (18.6 _ ) - --- +12.,� _ , ,7+ ( ) (1s.�o) / (12.00 (1 .20) _ f---- -- - �- -- - ----- ---- - ---- - - - --- -- - - _-- -- VVrII ,- m �. 9 A N STER L Y 8 7, 0 0 I- © v II _ d3 ; i ^ 7 ,8 i to D 10 g �ET OF 1 I I II +1,.42POOL ,,.42+ � � BLOCK C�( L O � � � i I 1 1 418b'T NAYD-88) �:oo =.L H I I , , � _ i � LOO � 1 17 i Q NOL 41 I J OV-46Q +17,33 1 I L_ -_ J L GI�SA�/�1 Qy � I I W L � ' w \ � 1 � / < , 1 14 16 --f-� _ � I �D ED I N � N 0 T � DRAdNA6E PER � ,6.8 _ _�L GRADE OF:LOT IJIDER _ a,. II � ,6�t 7 O \ U _ c SURVEY ENG. P l ( - - --- I- - 5 15 i _ +,2.17 7 12.17+ II 7 CD / / 156.77' � + .� ,_, �'- , . - 16.4a+ g�6.,� ,4 w o k. I �I 11 W I I ,ss gT Ln W '` 13 I w 1 1�. t 12.67 j 12.67 ' i 9 _ . 0 .. ,. _ J L- __--_T� ,6.50.:. +15.6 I 13.67 13.6 5.67+ 2 � T1s:,�« _ � _ I I � ^ � � , _ a- _ o 16.46) ? , _ I , - � I I �E1.E1l. 18b7 • AVERS a/511B67RA d- O - L wkvD ii �I 000 , O 1 AST n \ w I ' I ____ If 0 1 FOUND 1R0 Z ADDt-D sw'or - _- J _ 67+ Ln \ N / W PIPE ,� �O>a II OO 5�7+ 1/2 Z ---- o �x� ; -�. X it INE �) ° LB 16 74 , MATGia I / I m M WITHE 10 (1s. o 8I E {e Q \ �SS - X CORNER = ,a.,�+ i.57 - 1 s.so Cn � \ NORTHING: _ � ,7.00 � ) . S2 4� _ 30) o0 4 h.PDO1. G - 6 � 2182376.06 4 W 7°�owg. Taoow w Lac I _ - AT P� INEg / w EASTING: N- OF- - - NEW 2T h. / / U TING• 11 �, -- _ TO 51 ON LIFE 02. in - b h.PRIVA �` }s 1fl 8LE)GiC -�_ 0 9 POOL EQWP. � - - � ` I I --- -- - 5 so (16 60) 1s.ao 1 ��` w ---- --- -- ---- ----- -- -- 16 FOUND II�bN ,4 15.10 -- 1 i (s.s > F 04, ND IRON 11 12 13 r 16.90) 46' PIPE PIPE -58.5°02'46"W 157.10' 0.23' FOUND IRO PIPE 1 2" „ 1/2" LB6645 10' LB6645 LB6645 WITNESS C RNER 4 h'P°01' FLOOD ZONE FLOOD ZONE »X» „ E - LOT g, BLOB �E" 41 ( S83019 ' 27 " W 16 ` . 21 BY PLAT) - S83°20'16"W 65. 20' IRON TO IRON WOO DECK S85 02 46 W 15,7.40 - ADDED CUT/FILL INFO FROM ENG. Q 62-10 111-011 13-2 1-11-011411-011 4- 14-0 FL W - 12- To 12 >►�- +-155'-5 " TO SEAWARD EDGE OF ENCLOSED 51RUGTURE I z J X1 TO 5EAWARD EDGE OF 6'h. PRIVACY FENCE 0 TO SEAWARD EDGE OF BALCONIES -j I zz 0 EXCAVATION/CUT U QUANTITIES SEAWARD ❑F FILL QUANTITIESCCCL SEAWARD OF O ZD EDGE OF POOLCM --- - - --- ------ ------ - ----- --- ---- - - --- - - --- -------- --------- -- -- _ EXCAVATION/CUT MATERIAL FROM ---- -------- -- DRIVEWAY SEAWARD OF CCCL = 0 CYDS +-205'--4,, TO SEAWA kD EDGE OF PAVER POOL DECK � O FILL MATERIAL NEEDED AT +133 CYDS IL - 49 CYDS LU EXCAVATION MATERIAL FROM PAD SEAWARD OF THE CCCL Q w AUGERCAST PILE SEAWARD OF CCCL- - ^ --- ------ --- + B- ---- ------- W- -- - ------ ------- ----- - -------- W = -55 CYDS FILL MATERIAL NEEDED AT EXCAVATION MATERIAL FROM POOL DECK SEAWARD OF THE - +59 i W SWINKM POOL SEAWARD OF CCCL CCCL ° +- �-3- TO SEAWARD EDGE OF POOL FENCE _- TOTAL EXCAVATUWCUT = -104 CYDS TOTAL FILL MATERIAL TO BE _ +192 CYDS �+-2�55'-44k" O SEAWARD EDGE OF FILL - MATERIAL SEAWARD OF CCCL USED SEAWARD OF THE CCCL Ir NET IMPORTED FILL REQUIRED = 88' CYDS LUO DU-480 EXCAVATI❑N NOTES: REVISED DIMS TO MATCH HAFZWAPE AND�.PLS ALL DEP COHFOfiMING EXCAVATED/CUT EXISTING SAND MATERIAL SHALL BE RELOCATED AND UTIL=n AS FILL MATERIAL SEAWARD OF THE CCCL. ALL RELOCATED MATERIAL SHALL BE Be APPROVED CLEAN, WELL COMPACTED, SAND MATERIAL DU-4S0 DRIrWd BY. ��V OFFICE COPY W z C+Er,�1w, 5 1 TE FLAN � 5 Z � o ° OTS � AN 10, i31..OGfG �I �T�o�- mss= O R N1. T?'Ti-IESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE � Z d STANDARDS ESTABLISHED IN SECTION 62B-33.00742 ELE NTH 5TH T FLORIDA ADMINISTRATIVE CODE. 00w im m N,MSM 46 3 T�. 1�1T I G BEACH, 17 �1 � GOVI�TY �.0 I �A - 2) THE MAIN WIND FORGE ECTIO IN6SYSTEMS ARF DESIGNED / IN ACCORDANCE WITH SECTION b, ANSI/ASCEAN7-02 O ,off "MININMUM DESIGN LOADS FOR EIUILDIN65 AND OTHER W STR4,11AM5" TO WITHSTAND THE WIND LOADS ASSOCIATED LL WITH A MINIMUM BA510 WIND SPEED OF 120 MPH. W O C*0 NO= 50ALE 1 11 101-011 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED = z S AND THEIR USE INCORPORATED INTO THE DESIGN AND Z SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE MINIMUM DE516N LOADS FOR BUILDIN65 AND OTHER O STRUCTURES" MENTIONED IN NOTE 2. V OF .9 12 12 12 45 -- ------------------------------------------------------------------------ --------------------------------- Nv 6 1 12 U 50 YR ARCHITECTURAL SHINSLE ROOF Z " --- - - -- IQ 0 EA0 VE -b - ------ _- �� 1 i ISL � �I� � °D (m� o H ch ►. 4 GAP o/ a � _i. 12 x35' � 4/ - 411 HARDIE TRIM -io `I N 6 0 0 a a� 4/4 HARDIE TRIM GAP o/ - H 1H 12 J _ SPt5CT15 MOL" MD 1212 b �-.� , . illol 'I I' I I xw SMOOTH VENEER = -� = 1_! . SPEGTIS OR HARDIE 12- T- ■ 3/45CT I/4'WOOD RilE7F BBfOND® a' 5'x5 V20 GEflAR BEAM 3 = + N _ 1 m - 12 -- --------------- - ,7N u Wo L � I� 3 1 I I I I I - I I 1 I 1 , , I L I I I Il i SMOOTHSiDIN6 (1tA15®BFAM5) --------------------- - --�' __.� — I� ` � J� I �iI -J_ : �35 .-i_I- 1 - L '�I-1�_�- �u 1 �I �il 1-L �_I �U��_ --+�_ I�L� I-.+ �I I -i�l - - - =--' J -_; : ._ _ -IT _.. --- .ii.. _ �J-_L 1-�_. —''-JI I -_ '.. I. •__-J�-L��--LL'-��_� L v_. ''�� SPEGTIS + U v = SPEGTIS INS 21,011 E*105ED RAFTER TAILS mi ~ -J ! 1` -; MD 1212 1 - - 1 MD 1654 b ►= 1 I� I'I - - L- J- G®AdZ BRACTS I - - 3'h.SPEGTIS OR - _- '1 - � 1- �`�` 1 �� !4/4x35 HARDIE 1 � � _ Il--- 77777777TRIM OR�aPE��G� T15 WOOD RAILING - - - lD I I I I I � � I I INTERMEDIATE RAILS a - J SMOOTH VENEER NOT,WAW ..I, 1 1 p I. y 1125 5 J J _. NICHIM SIERRA PREMIUM J 1--•1 SHALL � SPEG115 OR HARDIE _ _ -- - - - PASSAISE OF A 4 O _ ~ J - -a J SHAKE PLUS SIDING J , _ � � I a o a f102� � U1 _ - _ DIAM.SPHEIM('T1ff') `, 1 -IdJ o 1 - i s4 - aPEGT15 N6 s0 1 I 1 � J 1 ! 1 1 I - � MD 17817 8 I - - o- I I I I �- I I 1 � SPEGTIS MOULDING= � �r rlaJ W O - L �� _ I 1- .1 ,�_ �, ,1' _. I;_' MD 1406' �__ I _ I ^ I ., 1 FRI, .. _ - I � I � iJII�.I,b SPscT15 n 1'L.. - J-J _ __ - 'JI -- - - - '_._'1'- .. - - 1 '.;L-�.�:-L'..J�� _ _ IJ i� ,- -i_� -L- _,�.- --} _. 1 - -r, ,, --.` -. !_,. . .,,., -. II I '. I. � I �.-, 1, ------------- — ------------------ — + MD 1256 9 D I --- - - � - - - - + - � 1 - _ - _ 41 _ J, iN Q J 1 - - 9IE - - 4/4x1125' - - --Y- �' ------------ - --- ------------ - HARDIE TRIM BD_� (RATS®BEAM) 3 _ - - I M - Z2TfT/1`5c9 TI > - ------- ------ ---- - --' _ 5 I L _ I CEDAR PBi160LA ! II - 5 14 CEDAR BEAM - - 1/2'x1 V L - u 35 x5 V2 JST5. 4 CQ ,- I 1 � , I, h, '' o „ J � - - acv -- U1 1 1 1 1 I I 5 II _ CEDAR GORBf35 SPEGTIS INS 5 . _ MD 1316 - r_ ->" LI IX TIS INS M - - - r � J- i � II � ti- - - - (NEEDS DEF.APPR01( � - ! F' SPEGTIS INS f " - f 11 I SPEGTI5 �b -- - 0 - -''. MD 1676 II 'o U MD 1616 II � , '- l _ I � I II ,', SMOOTH VEt�E33t - - - - --- - -- _ i 5 OR HARDIE Y 1 � 0. SPECTIS OR HAIM - - - -- - _ I z ><_ - -tdJ - p U : - - - - -- -- - T j� � _, - _ 1 I I� I -Idl ad -HdJ OP9t7 l�BLF L.OWER� _ :_ _ - - m _ _ - z I - I _ O 1 LI- . r�_saFUT TBiS - -� ,L = _ -4/4 GAP of n " - =4/4x35 WM E TRIM ' 1iII L� � 1 r . L1 O I I I I I °° SmTIS mmo 1135 HAIIZAE TRIM W.65 =L il PARSE GOAT STUCCO GATE ' BRICK VENEER w/APPLIED HINGES HANDLES THIN' SPEGTTS INS MD 1256 4 N R T H E L E A T 1 0 NI a:- T I OR L WWI N& AND PaDoHs TO BE TURTLE rRi ENPLY) 50 YR ARCHITECTURAL SH NSLE ROOF 50 YR ARCHITECTURAL SHINSLE ROOF 12 12 —� 12 b -- - — 145 2,-0„ _� - 12 ----- - ---_ - 45 12 - - 6 —_- _ - - - ----— — ,r----- �� - — ----- --- T�- I _ _ 3'x5 V2 CEDAR BEAM � I` 1 --- - -_ ---_ --- - i� , u 1I 1 '., IJ I I- EXPOSED RAFTER TAS 12 1- 11 i - I I I I 1 I ----- - ----------- I --- --- -_ ---- - - - - -- -- - E- I - _ 1 � � IEA OVERFb4NG CEDAR t5RAii I �- -- -- -- 3/45CI V4 WOOD t9E1'OND b 1 f-- .- ------ � I I qy � Ii 1 I i - b I -- �J._J�, ' _ � _ I: _r 4/4 CAP o/ --- I - -- _ _- - -. - -- --- _ I 1 -- I � �, I ---..-- _ 1 1 '1 -, I I I_i l -1,_�121_; J - - - - -- - ------- - - -_ ------ L i --- ----- J_-. M NIGHIHA SIERRA PREMIUM ---4/4x35 HARDIE TRI _ _' ----- - - _ t- - - F t2 - _ ! SHAKE PLUS SIDING --_ �- t __--- ------- � ' � I ---- - _ - -- -- ---_ -_ - ___- -- --- -- -- --- -_ --- -- --- ------ -- --- - - i m 4/4 - IE --.------ — -- L_i_ 12 - - - --- --- - --- - - - -- --- - _ r-- SPECTIS INS 4/4x35 HARD TRIM_ _ - .__ - 12 - --- — ----- -------- ---- - - -- - - ---- - -- -- - - ------ - MD 1406 -- -- _ --- -10 - - - 6 - - - - --------- — - _ - �LJ - ---IsJ -- _ --- 1 -- EAVE OVER AW - - - - --- ------ -��I�(� --- -- - - ter- - II II 11 P II III �� r SMOOTH Vt - , - 2-O -- -- ------- -' - -- --- p , 2 6 - _ - - r IE. _ __. _ - -- — 12 I I SPEGTIS 0R HARD _ - _ — - - I r- - _ --__,_ II - - 12 r � �1 N12 .Fn 355 I/2'GQ7AR BUM 5-- -- ' -- - u � 3 r--- 5 N ----------- III -.-- ---_-,,pp ��(��/ 1-I I �1 J-�. .�I'-1' -�1 -_ __ - _.�_: - _'- -_ -` t:_.-� .-_ 1._ �.-- -.-- - VO4 - - 1 �\ _ - - SMOOTH SIDING N �} 5®BEi�h15) - -------- -- ----------- ++, �; ''I t ---------=5`� -- I-{ .__ _ I 1 I 1 I I 1 � MP - - - H H _L-L] J ! SPEGTISINS, - SPEGTTSa . 1l_- - DWP - 4 - -- - 1... 1� -' r-.� i-; I_._ ,_�-� -. _ _ � ;I I,' I ', I,I, " �I f-, 1 I. II I 1 � � 11�=1. 1 L. MD 1212 1 I 1 I _ - 'I 1 i 1 � ,� � - � �L_L� �� _�- .� -_; 'L ��- MD 1654 1; �- 2 vim_ 11�,_�- ��- L _� I ,� I I� !. - = I J-��_-��-.._ _ �_.�-,_ ,,__i. :1 _-i � ,_:_.� � `� I � � I I I '� i I,1 -i..l_ I _ L o_ ' I - ',.� I �II, I I 1 i I LL I' rL �. J I .� __J1 �I E�'OS®RAJ=T9Z TAILS � �-� � - I • -�_�� L � ,_ ,, � 1 ,: ' I I ��- -. I �-- 4/4x3.5 HAR.DIIr CEDAR BR,4GKET5 I 3 h.SPED �- iL J_-! -1 _ - I I -moi_I _11 1 l I- 1,�_�_�L)-�,_. 1J_J�_ .- �-1_ _�__ r-��._1_, I � ,..TRIM OR SPF�GT15 WOOD RAJ 11HI -, ;- I � I ; I I I �I ! I III I ! I I, I ! I I I ; 3/45011/4 WOOD FRIEZE� I, I I I �-- I I -- J I I I I I 1i I - - - � I I I -. � - J _:.-,-;_ .:--�---- Js �i_. , ..__._�_.J .'t--_.- _r 1-.-' '_.-_:_`--�_. _ ... .:. � .J __' - _, ._ _ 1 INTERM®I RAJ15 1 -_ -_ ._-_ � t- I I I I I 1 BEYOND b 1 � 1 I I I I I I I I I II i I I — , � I II i 1 I I I I I 1 , I1 I I I I - L I J I LI 1 _ - �j,�Af' ry� I .. � �_. f � �_,.--1---=!-- --�_�._ __ .�lL '_-.. .._ ,_-�--L�-_.------1 ----_ I. _,.__ I�-..L__.. L _ ��- � _�.. __-: �_ I I-. '�-. -� �/y�® 1.111. I. I I 1 � I I I i I I � I SHALL NV I I I I '_•_.l-.=_�_-_ � I I_ � �_ll__. 1 ; i11 � 1 1 �� - - � - - -�I - I r- SM00'TH 11YW� � _ V I --. :_J..-'_- _i _l ,_ _�. _ � �: __. _... _ I I I � I � � � I� I f' I � �,, '. � ' 1.,1.1. - J-L.�L� I� -I . M 3 1 1 ! NK.FNHA SIERRA PRt�111JhH'.. 1 I I I PA:,kaA6E 4 _ ; I I I I _ U .L ice_ _, i_ _LL -,L.-L, �'EGTIS OR HARDIE � I I i i �. ._ a 1 -I.-�_ � � � �i_, �. � � �-I- �_ __. I I - I -� a a SHAKE PLUS SIDING a ,i I; ! LJi.-J-i-1 a 17 \ 02 4 -I_L l-� O J J O J LJ _ l_ L1� -L 1_ L _ _ O - - �J I � - 1 1 ;I I I I � � � I I � I \ O I 1 O I I I I i I I I I t l i I I - a - , i I I'i - I � 11 i I I I I 1 _ _ ._ I " '1' i L I --1a� - 1 � I 11 1I ! I - I I I 1L I 1 � � DIAM. /�} I I iso _-:I �_,.I _.,1-�. ,.-I.--- --'_�_.- -��-;_:_. 1.. }.. � -..� _�J , _I� �-�. I.�_-. _, �.; - -- 1, ;i - �- -- - p 1 _ _ _ I I I I I - -tQ1 - W 12 - Sl'ECTIS INS -- I _ _ _ LII I �LL' 1 L I - --- - � 1 -I- Ll Jw I - - I I ---- --- _ I I I _ I 1 j1 ' I � L I I 11 J I _i 11 I I a TMD Ci81 - - - - _. - T O _ O I I L_L1 i_ I 1 J 1 11 L , L_� ._;_ L _1 L' 8 r 1 77�-} I I -- , 1 I -- - - 1 1 (yam _I 1-L-La ------------- �.i - .--I ® - I I I i L�❑ I I -�IJ LI❑LJ W I II ❑ _ LJLJ LJ -LJ'�e_.I, _.J U LJ ❑ __,�.. _=_l-. �1�} 1 - -1-L.J-L.,l,)b i -- --'---' - - _ 1 - I -- c� I �� 12 1_i a + SPEGTIS MGIX DIid6 U I I I I I �-, , ,I: I - - I - --.� �/�� , _. . ,L. � . .;1_u �� - 1. 1_a_-, -J __LJ_ ' I I I I I I I I I Q I I I Q I - � I I I I MD 1406 '�1 I� - D I = (p 11 II I I 1I 11 ! ' II I _ _ d -- - LI_-_ _I 11-. -� r 1 I I I I I : !I I I I D I D 11 _' I' I' �, 1 1 II. I II -i INS C� Q 3 --rl - _,_L_ _ . L L _LL 1J_ SPEGTIS D47 u D I n lf) _ _ 11 1.- � - �_ m MD 1256 9 - -- - - - - - - -� - -- -- ---------- --_ - -- -------- -�_ -- � 111�-�� - +17 �I+ 1 L F{ -LIQ �� ------------- -=- ------ - - - - J1 _1_ T Il- - - -l_1 L -1 - 1 -7 I 4/4x1125• _ 4/4x1125' �,I'- �3� z 11 �� Will.LouvERs n ? (MiA156� ) HARDIE TRIM BD.@_-� - �' -- - - -- - HARDE I; - -- - -- I I I i I I I SPEGTIS INS- I -- 12 12 50 YR ARCHITECTURAL SHINGLE ROOF r S 451 145 1212 j b � n -_____ ------ I Lu 00 4/4 GAP o/ 12 OYERHAN6 ® = 4/405'HARDIE TRIM T 6 _ 12 4/4 HARDIE TRIM W o/ a 6' i4 SPECTIS MOULDING, c z ' MD 1212 'COO SMOOTH VEN�R a' M H-I j� 12 SM7115,OR HARDIE _ CQ °D C 3 355 1/2'CEDAR SEAM 12 -- tf1 ----- to tA ------------------ W- ------- DRIP 3r— - - ----- ------- ---------- ---- ----__ v� - ------------------------------------- - a - --- --- --- --- `� -------------------------------------- -- - - --- - - N - _ -- - - ---------------- MD 1654 6 1 11 ..^^ -_1. a EXPO.�PD RAFTER TAILS 2-0 I, } I I I r ;I I I j I I I !_, 1 _ L � EAVE OVl3rbtiN6 z � I • I , x I I G" 1 _ CMAR a ■ 1,� � _�; _'' � _ I J -�-_ 'I' � - I ��_� i I I I �'_ ._1�� I 3 h.SPEGTI6 OR �� -1 � 5/4" V4 IN=FRIEZE EEYOM b � � _ ' WOOD RAILING � LL �_ _ �_ I _ _ -I INTE�!•®IATE RAILS -- •� a' -- L, U__ u� L� __,L' [L IDa _ u i- �-i. �J✓ SHALL NOT ALLOW VEI�t � E- H PASSAGE OF 4- - SPECTIS OR HARDIE F- I - I W. IHA SIERRA PREMIUM �I IL -� u J .� !1 __I__ u L I-1_ - !1 I _ �1 L _ - I I ' IN I I I I I I I J 0 _ O SHAKE SIDING - _ �� _ - = PLUS _ i1 u _ _ uL \ ` _ _� u_ X IA . OR MORE Q - r I ,� H_ �dJ _L --I _ -1L:,' p -I� O - ! 0 - dJ - - , I i DIAM.SPF�RE('TYPE tr aJ i - - - _ i SPEGTIS MOUl.DINS i LL-- - - - J u u_,_,� _- - u_ !<_I amu,_: .}_-_ _ _ �dJ -I B dJ is s s dJ MD 1787® O r uL u ! 1 _I J _ a L .- _I _ _Il L_! — _ Z IIII L 1 LI „ if 1_�� tiA ';_ - - �- -_:, ��__�i-=_��-- - -- � - L =17-L Xnad KC[=A I SPEGTIS �G, l L „ I u ' a �l - 0 y' - - 11 -- ------------------------------------------ - - - - - - - - ---------- ------- IL li�� -I-} -t - +r -+-i TI "'r -r-t I-f -F' -'--7 T +- +�� -I- - �'r^, --r �-�+j-;r -��-Ir L,- T - -� + +h- M�1256 �) -- - .-._�, wa-,..� � � I� --- - - I - ISI I u - ___-- CMARPERfOLA ----------- -- - 1 "SED EEA _ -- - - - - -- 4/4x1125' (2)n125av4' ' I I S 4 CEDAR I - TRIM I ' I I u - 1-- - - -- - - '- - - u -- _ i 5I/2klll/4 - �t 5 I 511 I I' I 355 V2 JSTS.4 I I I I I 'I � I I �� II I I I I I I r I I I I I I I I � I I I i CEDAR CORBELS I i �- -�_- - , Ij II I I I I I I I I J I t I II I _I �_ _ --_ — _. _ . ___: -_ - u = t.- - - MD 1376 SPEGTI6 INC � - - - - - .� - SPEGTIS INC--- , I I I I I I I I I �.__ - L -L: _' sem__ . L-a-ALL MD 1212 7 -_u� L � a� -� I I I �' _ .- !I � � :�� ,�,r - � �' MD 1654 b �.` _ --- - -��-�J-} � I - I I I I I II � I L _ I 11-L_ ___ l-L�- _ i _�I' ■ -! ul t u,_ - -- N ' j 4/4x35 HARDIE SPECTIS SPEGTISMOULDIN6 -_. _ t, ~ - = - u� MD Ib76 II F- _ -: y- - L -h- , _ 1-- -I- - u I - MD 1676 I I I I I -TRIM OR SPEGTIS I I I I I I II I � I I I I I I I I 11 - - _I..-1i I- - _ _,L._.._,._- 1�.__<.._.� �. _�_. -u1Ju_ _ �. �. _� 'L_.L. LIGHT , I I I I 'I I I I ,, �� H _�'' I L 5M00TH VBA � I SMOOTH VENEER FIXI L u-,_I i- � L.- - � �. ��._ L�_ ;_ � - - -- SPEGTIS OR HARDIE - - L L - - - 2 I _ SI#1TiERS -1d1 c 4/4 GAP o/ O CQ y O _ 4/4x35 HARDIE TRIM - - -- _- - I I 5P6GT16 INS _ N 0 '� .:_: u� _ _� -�- - � _ _ '-'. - -_ I - , LTLtfFt�l. D' POOL EQUIP. o. AL.LON�.I AL.GOND. I MD 1406 0 O i , I y -JJ - - w - 4� -C41- _ q1 f tp t� ----�0.— 11 i m ti Q , SPEGTI6 MD 1135 0 -- PARSE GOAT STUCCO y F==? m o z - - -- ----- - `�' 'yl SPECTIS INS MD 1256( �0 U d4 � W T H E L E A T 1 0 NI OnRIOR LISI-ITINS AND HIV01*6 TO BE TURTLE FRIENDLY) !2 12 I2 45� 45 ROOF IN FORESROM 6 ------------------ 12 '-6" EAVE OVE1744,W b - ROOF IN FOOSPOM -------- 7 4/4 GAP o/ ROOF o/ 4/4x35'HARDIE TRIM 12 , -� ~ ~ F I 5P6G iSLOPM 4/4 >iMr�GAP o/ L/ERL 1 JL IME � � MD 1212 p � n- I/1 WALL it VLT.GEIL•TO V-1 1/8' OL �: RAILING,o/2xb 1/2 WAi.L dJ VULKEPi D6UC _ - SMOOTH VENE 3 fz IQ _ SPECTI6 OR HA1 ✓fE 3I4Xi V4 WOOD F� 7 3'x5 I/2'G®AR SEAM _ Q - - - _ - ---- ----SPfiGii - --------------------------------- DRIP -- _ _ - MD 1654 6 _-_ N EX'OS®RAFTER TAILS 2'-0" -= --- - ------- - - - - - m - -._... --_� = SPEGTIS INS lil EAVE OVt72FIANS �- _ I, == 1 MD 1212 7 — I -6.1 - 5'h.SPECTIS OR G Y�'D CEDAR BRAGKETS�$1•, J IJ ISI'I-3 II -- -- RD.15H. I i 1 --� F I EWMA RAILS � Gni lei i SMOOTH VEIIIIIEER UA q'-I U8'GEIL. q'-I V8'�GEIL. � PASSAGE OF%KL NOT�A� 41-11/6,GEIL SPEGTIS OR HAdtDIE � MECH. O. (102 mrrl)OR MORE PLUS STEP17" �- �- q'-I Vv GEIL q'-I V8'GEIL DIM.SPFE ('TYPE VUI•K M DECK - O SP6GTI6 Q 11aFWR LJI IL o D MD I787� w p � poa 6 poa douLpw lu ________________________________________ o Doa= �„S 4/4x1125' tit HARDIE TRIM BD.-- 4/4x11 :5 - - .- - H I_ TRIM BD-0 -- MAsR PEIOLA - - - - - - I/2kll U4'BEAM 5 1/2511 1/4'CEDAR BEAM@2 54141 JSTS. 4 � - 1 18'h.LaN R5 a SPEGTIS !Na 'T.Y. II MD 13Tbf aPEGTIS�tdJLDIN6 , = II MD 1212 ► I �I i- E71�L..1'�T 1�►i�l ! �� - ` SPEGTIS MOM DINS Mn1676 IMOULDIN6 -- j I' ELEVATOR Y it - - MD 1676 II O MID10'-1 VS'GEIL t p � ST•IOOTH V� I` �� q= I TO -I i � � � _ ___ 1 _-- - -- SPEGTIS OR HA�iDIE � 2 G i6 _ -- a 5PEG11S OR HI►RDIE �dJ 101-1 IN CIEL TAbKLESS � PLUS STL�DOWN - T 6A6 WN. _—__-- O _. = _ __ 4/4 GAP o/ O v 44050 AT 4HA IVI> IM �1J 4 Q 4 SPEGTIS ENG ADJJSTB�GONTOIXiS TD MATGFf FIAIRD<aGAPE u. - __-_----------- --- ------ ___ ---------- 46 615 FIRi3'LAGE -------------- r------------ 1I I I lu H ® q POOL. LO�GI4T10H � -q '- _ ____--- ------ --" O cn ------------------------------------- 0 - --------------- QFFICE COPY OXTERIOR LI INS AND HINDOMS TO BE TURTLE FRIENDLY) ®TURTLE FRIENDLY LI6FiTIN6 FIXTURES,SEF AL50 ELEGTRIGAL PLANS U _ G�iKm ay_ H Ln ADDITIONAL1. WIMS: Z � c ° ' 1) THESE PLANS ARE DE516NED TO BE IN COMPLIANCE WITH THE O N STANDARDS ESTABLISHED IN SECTION 62B-33.00'1 N d rF-�' I/4��=I i_Oii FLORIDA ADMINISTRATIVE CODE. Z 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED r 1 z W ` IN ACCORDANCE WITH SECTION 6, ANSI/ASCE '7-02 V m MR-am 4673 MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO NITH5TAND THE WIND LOAD5 ASSOCIATED WITH A MINIMUM BASIC, WIND SPEED OF 120 MPH. 0 W 2/17/16 5) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED > AND THEIR USE INCORPORATED INTO THE DEVON AND W Z ON&ND: SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE U) MINIMUM DESIGN LOADS FOR BUILDIN&S AND OTHER STRUCTURES" MENTIONED IN NOTE 2. O OF . ss� pal g s �Pg j %I till, INV 12 6 12 ROOF IN FORESROUt+ID SAVE 0`041 ANG '-6" U 50 YR.AWATEGMAL SHINGLE ROOF i � M � ROOF �o/ � � � � S' o 4/4 COW o/ V2 WALL 4/4x35'HAWIE TRIM � � 4/4 HARDIE TRIM CAP o/ H -1 12 CO N M TIS MOU.DIN6 1/2 WALL Q f7 v ATT10 STORAGE b �o' RAILING o/2x6 V2 WALL TILT.CEIL.TO I/8' ❑ VCT.CEIL.TO 8'-I US' -_ VLT.CEIL TO 8 I O a SMOOTH VENEER 1�1 -1MJ�1 DECK, 3/4X1 I/4'WOOD FWE�©.91 0 w = m o `� O r d� m _� - 7 7 12 a S � 3'x5 I/2 G®AR BEAM � _ m --� - -------------- _ Q� I F, - 3 --- Ow TS -�------ - -- ------------------------------ -- ----------------------------------`fl --- top - - - RAFTER TAILS ------- --- -- EAVE SPEGTISNG - - J _ - MD 1212 7 J C®AR BRA TT5 I 3 h.SPEGTIS OR wooD RAILING G1rRII) WASH. H RD.tSF1. WASH. INTERMEDIATE-RAILS CLOSET q'-1 V8'CEIL. LINEN Z 5SMOOTH EER SKALL NOT BALLON � 1..G0 RSG;�E W. talk� HIS KIL. EVES sHa LL1Sc. J q-I VS CEIL � q i I/8 CEIL 0 0- 002 ffW OR MORE PUTS STEPDOM O. _ - DIAM.SPHB�(TYPE WL'a�1 DECK Vb'CEIL. 0 H T SPEGTIS WADINS GYP.BD.o/ -1dJ v- MD 178'1(8 WNLS 4 CEIL 6 vvr,� RE xuv STUDSPEGTIS IN6 DAK� -_ -- n _ --- ---- MD12565"J ---------- O D - - -- - - - - - ---tit ---------------------------------------- - f1 4/4x1125' 't H&gvl TRIM ED.® ---- HA--TRIMS-(5 --- - 5 1/2"11 1/4'C®AR BEAM 5 V2NII 1/4'BEAM - - - - - - MD 1376 18'h.LOWEIR5 _ c 5P6GT1s INC J I Eis: 2 ARE ~ ccQ cQ 10 11/b CEIL � C4 MD 1676 II j f -l 1 1-11 1HH STEP TRAY CEIL 101-1 101- CEIL. 0 o d SMOOTH VENEER H q=7 Vb'TO 10'-1 Vb' � 0 o � SPEGTIS OR HARDIE _- -- � _ � fZ � ° -*4 SF ERAE)LE S LOUVERED {- -- - Z p 4/4 GAP o/ - -- = 5 O G �� 0 � 4/4x35'HAdZDIE TRIMWcam Sam Q � 0 r, a4 WALL AT 42'AFF - SHAKE PLUS 5101 dJ _ HbOK� d m t o i--i SPEGTIS 146 4 4 4 4 Ell III 4/4x1125' cQ _� A _ _; -- q - -- _-- -- HARD E TRIM -- -- -- - - - - -- _ - - - ---- --- - - - - - - - -- - - - - --- - -------- - — °' o°o ADJUSTED CONTOURS TO MATCH HARD��GAPE -----------------7====7 AND ENG.PLANS ---------------------------------- E 0 T 10 N E3 E3 ti IOR LICHTIN& AND h11`001�5 TO BE TURTLE FRILLY) 010AKSSITAL OL"ILS: 50 YR ARCHITECTURAL 5NDrAE ROOF 12 EAVE OVERHANG ALL DETAILS ARE NOMINAL AND SHALL — 145E3r= 5UPER-c-EDED BY THE 3/4X1 V4'WOOD F%EZJ=@6 TRIM CONTRACTOR'5 5PECIFICATION5 12 MID -- -- --- - - m N - 05ED RAFTER TA II 5 12 _ D 3"5 V2'CEDAR BEAM m �I■ _ i ii`-* dJ � II 3.. ATTIC STORAGE b'-I 1/6'CEIL. - - _ _ VCT.CaL TO 8'-I 1/b' 3'h.RALIN6 m_ INT�IATE RAILS 12 S ul FABSNOT F A 4' � � _ PASSAGE OFA 4' b 3�_ III \ D1 5PHERE(TYPE j MORE 12 SANE rGJERHAN6 i - O O I� uL -- - -- , „ F =rr LIRE OFA _ G®AdR BRAUCET501 � - s COL LINE OF COL. I I 91iNP I/NSE q'-I 1. V-1 i/b'CEIL. U- - � r 411 411 U– ff NIGHIHA 51ERRA PREMIUM ANDR16 SEAT %Yya PWS 501% m � ' �� V 1 I ,\ I 4r4x�125' I BRACKET BEAM PER60LA BEAM PERGOLA J5T. _ I ---- KNW E TRIM CEDAR CEDAR CEDAR CEDAR 5 V2"II VW CEDAR CORBELS 5 V224 1/4'CEDAR CORBELS ---- -____ - 1 LIGHT „1 „ 2�° 211 .CEIL. © FIX 5 I-10 �� 411 Q- L__w HANMAIL - - Rb - - .o u� ryq #11 1 - O IO-I INCEIL r_ o _ 1 -' I - MOULDING MOULDING MOULDING MOULDING MOULDING MOULDING MOULDING MOULDING V j,I STORAGE R� � 6 SPEGTIS � SPEGTIS 8 SPEGTIS � SPEGTiS SPEGTIS I I SPEGTIS 2 SPEGTIS SPEGTIS Z AL GOND. , M01654 1401212 MD1787 1401256 MD1516 MD16'16 MDII55 MD1406 �-- r- 8 4' 4' 6 ----- ---------- Ii-1--I —.� Q ----------------- -_ 5 CORBEL '�` CEDAR OFFICE COPS( TRIM TRIM FRIEZE ®TURTLE FRIENDLY LI6HfTIN6 PIXTUIZES,SEE AL50 EI..Ec7RICAL PLANS � Q W' O G T O G G OR SPEGTIS OR SPEGTIS "1000 Z ADDITIONAL AID'I"E3a ~ D C) ° II/4/I5 1) THESE PLANS ARE DE516NED TO BE IN COMPLIANCE WITH THE O N STANDARDS ESTABLISHED IN SECTION 62B-55.00? Ili FLORIDA ADMINISTRATIVE CODE. ZW 2) THE MAIN WIND FORCE RESISTIN6 SYSTEMS ARE DESI6NED im IN ACCORDANCE WITH SECTION 6, ANSI/ASCE l-02 V ` 4673 "MININMUM DE:516N LOADS FOR BUILDIN65 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOAD5 ASSOCIATED 0 WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. U. >� 5) THE COMPONENTS AND CLADDING HAVE BIMN SELECTED AND THEIR USE INCORPORATED INTO THE DE516N AND cn W Z DYd6 NO: SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES" MENTIONED IN NOTE 2. O u GAF OF PAV9 PAY ®SE OF PAVEMENT PER SURVEY � � EDM OF PAI PER W"y kit 9 7a'-211 1 A 11 173'-10" 4 h.POOL PENCE -T �/•� /•� 4 h.POOL FENCE 61-011 _ I II ,�„ �, /111 5-0" 121-011 231 L I.11 81 11 21_1 R ^I_1 11 21_ II 21_q R 2--q4" 2'-2j" II .f 1_pll II 51-4m R L5 i i ` 211 L'I-/111 L-1-/111 /111 61_ 11 Al L11 i1_� 11 101 „ T-.! T r� � o WALKWAY M � NIK Y VERS TRATE PAY13t5 0/'S7RA °o WARD V 1 V •[EF _ 211 » ^w^ O/\ LIFEVVI\I W 6 " 11 R 6 _ I'-:2 211 p " _211 &ATE WN.KWAY o a TRUCK PARKING " A.1 611 4 ��-TTT 61_V11 2 IL PAVERSo/'5ftTRATE "'1 YJ 0 111 pxi„ � p _ 'THIN'BRICK /OOP�E�R�AAB�LLE LAUV� Q I I---- ----�TG F1-i V�l�7Y� I ---- ---F-1 IT 2R ` � 11-L 11 --___.ER !.8:1161 h COI (AD.IIST PER 6RADF,1 - _J L L _____J J_- 11 (21 F.S. T _ _�� - YL-.1al--- = WALL AT 'AFF TT � 1 11 TO$O O.HD. L L O!•ID L--- 2X8 / =_ = 11= - -� - ----- I I iv (7,)2250 5HTR5 � V -I V-q V4'h.COL I I I I �! t1= = ft - - = n - n n 6'hl PRI1(�hGY F®IC.E I I I I _ - - -- FF - - -_-_-- I I I I -tit (V P.H. I I I I 014 N 11 I In I I b'h.PRIVACY FBdGE _ -_ _-1�- - I I I I _ - - = I POOL DECK I I I I I9 n, - I2 PAVERS or;:A �STRATE X58 GEI I 1 FIX HN VA V4'h. I I I I I I J I 144 I I I I I I _ _ 75'T.Y.ABY. 1 11 6A$GRILL U G.REF. I COL. I I r l I I I I I I tai I I I I 0 d� 460�FHZ@'I.AGE 6-0 I I I I m l l I I I I I I I Ips I I I I I I I I SUMMER KITCHEN II I I I I I I I I I I I I I a 615 5 V28xll V4'BEAM U) T 1p I w II I � - u u -u TANK[MS L-----------------J L------r ---------� 6A5 W H. 1D _r r ° - � r � I TAN LESS o 0 2 CAR &ARA&E � �I 8x8 0 ------------ --- - SAS MIH. 4 101-11/6 IL. _-- • e l -------------------------- PLUSSTs�wm -------- I 4040 — GATE � --- � _ �I I O STOR. GYP.BD.WALLS 'c� l0'-I V8' Q, I - 10'-I V8'GEIL TYPE'X'6YP.BD.CEIL g _ C.EIL. Q 1 G II CQ �w1� 2q1-611 L PLUS STEPOOMAI LL - O 1_ 11 13111 4'-11 " 11_811 EQUIELEVP.= 211 O 61_/111 I'- ( ' I - - �23c(1rIL4�B —--- - - _ -14 O• O � • o 0 q W-611 6 LLL.. _1N WMf Q V-V - GST RM. I -- - Q . ° o o -P\ 1 R 11 1 11 10'-1 V6'�L. °� 1 e01 • .N - 5-0 2 -6 - - w<BEAMS - I I ° a°e - - - -------- - - -icV = - - -------- I I I - -- - A-A i--i r•1 i - N _ t -------------------------- CQBUILT IN GABS. � 5� " _ " 1 1 1 e 1 i m I I \ -- -// '� RD.15H. 5 I 1 IFI I = EA5T L11 I I _ c w ELEVATOR - i - 1t 5 TRAY CEIL. I I I 10'-1 VV CEIL I I - - m = % (� _ I 9'-1 I/8'TO 10'-I I/S' I I O I _(�PLUS 5T�'DOW�I I I 11 11 N N 1 11 1 11 1_ 11 I I I I 11 = _ II'-0" �I II II � � to - 13'-511 = 2- 31, {(1 5-I 1211 211 3 211 211 18-6 t- LLL... —Icv = IN - - - r ..!} � !} GEIL. SLP�/.TTO_ I I _d„ V 6'-10 " 61_111 Y -j 1_811 5'-bPG'1 211 1 11 1_618 I 211 R ' E/11. 1 a -T ✓ L. JL5 A7B i 5 wn - � J Al 2880 ----- -- ------ ------------------ - I 11 '-3 " , , 41 1 1 1 11 = 1_ 9'WDE JfL1�YL.7 " SOFFIT IT 0 9' •\ ♦\ I I ---- ------- ------------- ------------ - N I 5-II 3060D . T _ 4-II 4-'7 2 1-10 I 10 -------------- -- -- ��----------- --- ------ I I -, n (?) 14 GAB.DOORS I KITCHEN I I X11 - _ ! I STEPPING STONES Li 101-101, 4 _KN °L 2880 �J' Q/ Y I I I ILL1 la-I Vs•CE 1z - -- - - - _ _ _ jp _ 'Z 10'-I I/8 GEIL. = O 44 10=1 V8'GEIL. 1 I I I w/BEAM -- - _-- I = -- - -5 IZ2!kff:04905AS --- - -- 211 211 I 1 ;,1_011 WINE I I f ' OPEN 5H BELOW OM I I 12512 DOLS. I I I tV I 1/8 i I I r I I GEIL m A - WG. 1A OH.CABS L --J - -----'� - -- -- --- -� L = & -------_ _-� - ° Nf5T LAMI 2880 � ` ' ______ I I 10'-1 1/8'CELL m I T o q l0'-1 1/8'GEIL. I I I PWS STEPDOHN _ + I __ RD.45H._ _ -- f ! BEAD l i STEPPING STONE* O° I Sr.TO ! IL. 11 5=-f "- I 1 11 1 R 121 •fl ~ 6 1O'- � 1 3-8 a-I I I I ❑ ❑ ❑ TERRACE NEXT. — _ a I I S } I I I `_- PAVERS o/SJBSTRATE I \ I I = C6UE5T BEMM. I ------- ' I I ❑ ❑ ❑ I I -ICV 10'-1IVCEIL -- --- -- -- -- -- --- - -- -----------_ - b» I l 2480 Z�z- -- - ---- ------ - ---------- -- J = I / " \ 1 11 - ' I I "1. 14' - -' 1 11 1 11 I i Q 5 (/2511 1/4'BEAM / DU-480 _ n I 5 `3-O _ - 1111 11_yl1 2 51.1011 5-0 1f VS I I / AND ENG.PLANS T tV n HARDWAPE 12512'COLS. `X,/ b' Rf i3O IO'-1 I/8'CEIL COUNTER DBL OVEN o/ I I fO I SHUTTERS 1 OWE I �y N I I _ MIU ACRO. WARMING DRWR 48'REF/FYR I u� ' SbIOY��ry F I WALL AT 42 AFF I I ° L———J� /_SIL I J . n _ -�1 SEAT � MIR GA8 �__� - - _ -- --- - ----- __ ---- ---- ---- - - ------- J III O 1 ! Gl+hT1L V R 2 DR. 2b60 GSMT. 0 v I 2660 0 I I I I I (3) DH. (2)2250 51f1RS. 02250 SHTRS = I J - - - 4060 LJ L__I ❑ LJ /. LJ � � EXISTING 3'GONG.WALK TO REH�e7Vfl? ALC -I A G. -2lu V h.PRVAGY FENCE b'h.PRNAGY FENCE b'h.PRIVACY FENCE 4'h.FOOL FENCE FLOOD FLOOD ZONE 'AO' 4 h.POOL FENCE 4 h.POOL FENCE 4 h.POOL FENCE o/ LU yt1 LL 6n 31� II I N » 221_1 'SR ___ .__.___..___._______..__ It I 1 R 1 11 1 » i 11 - - ------- -- - - - 1 11 12'-11 " 1 I I'-O" „ 111-011 5111 62 10 I 1 11 7a-2 I � Q R5T FLOOR F L A N t- 2xb CONSTRUCTION `'� -NIGFHF6A 51E A PRE&UM INSIX PLIAS SIDING V �0 YR ARGHNIECTURAL 5HINGLP ROOF o/TORCH DOWN ME'NERATE ROOF MDER50N TMPAGT RE518 MT VINYL HI DOMI3 DRAFTSTOPPING SUSPENDED CEILING O SUBFLOOR U ALL EXRIOR WALLS ARE 2X6 EXCEPT WHERE NOTED n FLOOR JOIST INTERIOR ARE 2x EXCEPT AS NOT® 1�t; p� ALL WALLS DRAFTSTOP MATERIAL :. "'»' J�1�A T�UL,�T I Ol�l .:....::......._..:E:>=:._.._.:»�:::::<:::<»»><::::::<>>�<:>:::.<:::;.<::::>«:,:>: 3)ALL WALL.THicIVEa6E5 ARE ACTUAL 2x43 V2 M�ZGOM8ISTIBLE GOHSTRUGTIOH,FREL�LOGKIN6 SFfAII!3E PROVIDED 2�abs5 V2'2x8■?V4',BTG_ DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 4)THE SO AND aWITITY OF ALL EXTERIOR STEPS ARE TO Cur OFF ALL GONGEAID DRAFT OP8�166(130TH YQtTIGAI. FIRST FLOOR 1803 HowzatrW AND TO FM AN AN EFFECTIVE FIRE BARRIER TO BE FIELD DET�NAIED BY OTHERS. �,ONp FLOOR 2345 OFFICE COPY , SUBFLOOR F.0 >. .....::<::<.:<:>:.: :<„ 5)ALL PLATE AND CEILING f�6NT5 ARE TAM FROM rj7t, BY» STORES,AD BETHM4 THE TOP STORY AND THE ROOF SPADE ..: TH11W FLOOR x415 K$6/13V >:::;::« of HOUSE c oP slaia�t.ocl TRUSS tr BE PROVIDI'D W WOOD-F1iAhE CONSTRUCTION <::: >:>:��; FREBLOCiCING SHALL �:, LOCATIONS. DRAFTSTOP MATERIAL b)VERIFY THE KTTGHEN AND YANI'TY LAYOUTS WITH Z LOCA '::.;:�.: IN THE FOLLOWING =<;»�: ' <.» .......... 4673 I. W GONr.EAL® SPACES OF STUD WALLS AD PARTI T10HSy TOTAL t�4TQD GHEC.KIt:D BY DRYWALL THE DETA DOME BY O'iH0i5. LS WAIVING FURRED SPACM AND PARALEL ROWS OF STUDS OR V ALL ANGLES ARE�'UNLESS OTHERWISE NOTED. TOTAL HEATED YOLUN� 43488 GU.FT. V/ � STAGGER®STNS,A6 FOLLOWS= U. VERTICAIY AT THE CEILING AND FLOOR LEVELS. 8)ALL INTERIOR AND EXTERIOR FLOOR i STEP FIHI5Hes Z C) 11/4/15 12. HORIZONTALLY AT MWAS NOT EX40M LNG 10 SHALL HAVE A NON�aLIP FINISH TO MEL?r INTERIOR LIVING AND ATTIC, STORAGE I ANI Flom � - R302.12 DolleDraftto n i ru ASTM WZ8 STATIC OF FRICTION MN.OF Ob. PNTRY 31 AMITIONAL. NOT�s R N 4)ALL WOOD IN CONTACT WITH MASONRY,CONCRETE OR EARTH BAST LANAI 4'71 (j ' ` 1/4 11=I —oil HORIZONTAL SPACES SUCH A5 OCCUR AT SOFFITS,DROP CBLIiGS In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, ?C-ST LANAI 186 I) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE `SPAGI=5 REQUIRE A THERMAL- BARRIER SHALL BE P TWA7ED APPRDPRI W FOR IM CONDITION STANDARDS ESTABL15HED IN SECTION 6215-33.00'7 draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2).Draftstopping Z OVER ALL FOAM PLASTIC, MATERIALS, no COVE 2 GA'R 6ARA6E 624 3. IN GONGEA,ID SPACES BETY�I STAR STRWGERS AT THE TOP shall divide the concealed space into approximately equal areas.Where the assembly is enclosed by a floor membrane above and 10) T 6LA56 TO BE TI3+P� � 0 W .LOB NJH�ERe INCLUDING SPRAY FOAM, I.G.F., AND SIPS BAST BALCONY ,471 FLORIDA ADMINISTRATIVE CODE. V 4673 PANELS AD BOTTOM OF THE RK 0CLOSED SPACES UNDER STARS SHALL a ceiling membrane below,draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 11) 9�ICY ESCAPE AM RESCUE OPENW6, 2) THE MAIN WIND FORGE RE515TIN6 5Y5TEM5 ARE DE516NED COMPLY WTH SECTION RS021. UhIFIN. ME-014. 78 IN ACCORDANCE WITH SECTION 6, ANSI/ASCE -1-02 CZILIN66 ARE TYPICALLY CONSTRUCTED 4• AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES,AND 1.Ceiling is suspended under the floor framing. I?J C LABEL-20 MINUTE O W , 2/17/16 AT CEILING AID FLOOR 1PIla,WITH AN APPROVED 1dItTERU1L TO TOTAL UNDER ROOF 653q MININMUM DESIGN LOADS FOR BUILDIN65 AND OTHER WITH GYPSUM WALLBOARD AND GT'JALII=Y RESIST FRE PASSAGE OF FLAW AD PROM75OF g �, PB STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED LL A5 A Ti-IERNL4L. BARRIER F`OR THE SPRAY 2. Floor framing is constructed of truss-type open-web or perforated members. � �' c*4X5TM THE MATEWAL FILLW6 THIS,ANS m SPACE SHALL r WITH A MINIMUM BASK WIND SPEED OF 120 MPH. IO 0 VMS NO: FOAM INSULATION TO BE U5FD. BE WORMED TO MEET THE ASTM E 136 RECiUR MIEN 5 R302.12.1 Materials. SPECIALTY CEILINGS SUCH A5 COFFERED, NOM E)CE-RC.ISE OPEN BALCONY 124 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED � = Z DOME GECH AS MUST HAVE 5• FOR THE OF CHIMMM AD FREPI ACIA SEE Draftstopping materials shall not be less than 1/2-inch(12.7 mm)gypsum board,3/8-inch(9.5 mm)wood structural panels or AND THEIR USE !NGORPORATED INTO THE DESIGN AND BEAMED,AND other approved materials adequately supported.Draftsto pin shall be installed parallel to the floor framing members unless ENCLOSED AGGEg61BLP SPACE UNDER STARS SMALL HAVE SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE U) AN APPROVED THERMAL BA RIES? SECTION RI003I4. PP q Y PP P 9 g WALLS,UNDER STAIR SURFAGE:i,AD AK SOFFITS PROTECTED 11 O BETYEEN THAT SPRAY FOAM AND THE 6. P REBLOCKING OF CORNICES OF A TWO-FA4LY DNBJING 15 otherwise approved by the building official.The integrity of the draftstops shall be maintained. TOTAL FLOOR® SPACE 6663 MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER INTERIOR'THAT Or- 'T+M BUILDING. R aMW AT THE LITE OF DWELLING UNIT SEFARATION. ON THE ENG.OSED SIDE WITH V2'GYPSUM BOARD. STRUCTURES" MENTIONED IN NOTE 2. -A A5 OF 9 �T . �� gat gals 73'-10" 10 4'-2 " a'-2 61_2 11 10'-2" 15'-O" � 121-011 71_11 21_111 31-/111 41-`11 4 1-6 II 51_011 4'-/ R II_74R 21_1 4'-IO " ^11_y ll 3 1_14R -10j" „ �'_O” „ 5'_O11 All, } z o d 11_211 y 11 1R III I,4'1'-2" •��• �y a'-011 / 4- i LO41 11 4 T Q7 G H LO N l U dl GEVAR ob p 356 1 'CEDAR �-�� P-. 0 n _ n n 1_211 " 51_611 51_61, 1 �7 _7_- - - - --tj=--- ——Lrt -� �/ V�r E I 1 3060 . E 1 15666-RE I a _ 282b `r r C = -I rC (2)2870Fb. T_11-111 11 n --------- n --------- n = - `r 2x8 = r I I --------- I I --------- 1 1 -I I i (V (11 _ _ 61-/111 to 1 Lke 41_211 I I 204O Fb.OVAL I I C1+j�l�n ------ - --�PVLlI�v- "] 1 I 1 1 C4 2 ®H 2 D.H. 2 1D}I. I cY i I �i 1 A.H.U.-1 A I-/111 41_OII Ist FL T-V c11 +� 11 9'-I 1/6'CEIL r - I r IFF I '� II mix 11 DA i t11 I 1 1 1 1 CEDAR 1 1 q'-1 V8'GEIL -- - 1 = I M. G r I J'7�'I_ I1 L .�a I BRAOKE'TS w A I-/111 511 4111 i 5'-011 = _ A '� '; 41_211 '- 1_4 - 141-411 1-411 'T-V ` QJ -T -- �i I t(�t I I ^^^�� ,,l /� y �( r � r � �_ ,% ICE6 UG.REF. � i i I I I to I 31_211 31_211 21""211 2'-4' 1' 11 3'-4" a '` STOP, -- - I m I , I —556 In' CEDAR BEAM 1 P.M. I I g BIER -�' I 1 = -=Nt `►�'� % (� _ o o 1 �c't CLOS. O = TAPS 1 `t N --- RDASH.--- - 2880 2480 - % L]eJ_.!� - i i i t- `� CQ di 14'-211 5'-3 _ '-2' 81 ,1111 2� O 141 4 „ q'-I I/b'CEIL. O Ib'�5 I -;IN 11,-011 I I '2 0.0 TUB/SHNR � � 9'-I INCEIL I I �t tt ' _ C = v� c n 41-/111 3'-6 11 1 1 5 11 3 'Lot, 311811 6'-b—LRE6 — �r/I� �./ -V (/LLL... ✓ LLLLLL111/61 CEIL. + _ N - a'-I I/8'CEIL. _ RD.�SFI. 1 I 1 = _ op�- A-A *!)'-A 11 ------ I -KV -KV /A-A\ A6 �v =acv '1 _ ARV-2 ,� NI N I I I .0 CQ p }4 iN , 2nd 4 ' ' 1 I = w o O W-1 V8'CEIL r 3rd FL _ti ti i 1 - cV ATOR '-10" I'-I I :� I N (V 1 1 _ T I II 1 0 9'-II/8'CE L.LOA - I'-I " 11 1 11Vl� 41 1`/ RDASH. I 1 • I tt r F------ = I I I n € � I � I 2480 2880 - m 1 � t(1 I1-1 Ilba CEIL.—IT - $&Wl Z 1 I 1 1 B-B y 6'-5 II r �'2' " I 7 1 STA66ERED STUD GOHST. I --K`I �,� .. A? A7 I 11_1111 1 21_ II _ 1_nR 41 V 61_(11 I I , \I! (V/ ��Imo. a-I I/8 CEIL I 1 K I S Ti 41-1 I/8'CEIL. 1 11 I F' I PLUS STEPDOYN Q I 4''I I/8• CEIL 15'-10 I'-1011 all 3-10 n 11_1 �I mt 1 `o I T.Y.SPACE �.P.TO I �----------J _ d5 @ I i 1 T.Y.SPACE EXT. I - ---------� RD.arSH. 2880 I '�gE° m RD.45H. VaJah1 PECK I 1 _ m 2880 PICT. j WALLS GEIL 1 7 8'x8'COLS. 1 MEWED STIR 1- L 1 SPAGN6 IRON LOCATION �41-110-CEIL. - I I to I r I I RD.ISHI. I -1011 cn 2111 I ` I — I I WG. 11� BE _ - 1 --- --- WG. LINEN - - ITR OY�INER'S �. w 1 I I f sl O cr V-1 V8'GEIL 1 _ 9'-I V8'CEIL _ I K��_ X60- Ohl I / - 11 =9'-I VD CEIL. r = II 1, 11 4, 11 t; 1 1O1_4�S" 181 011 _ .. L �i m SWOP ER 10 I -101 V-1 /8'CEIL "I 41-11/60 CEIL � y� Q I _-, 511 1_ i 4'-I I " T INfs - 2'-2 I 1fl _ � i = 1 LINE OF FIRS BHAW �-�� \ iUB € - --1-- - ---RAILING- W.�`SH. � CSMT.� GSMT.O M � 5 11 � 3060 D.H. E 3060 D.H. E 1 ; 1 I I W D.H. 11 1_211 1 `11 51_611 51_pll .d. 41-x•111 101-0" 41:J R lu b LL -V n��V.11 LLL... -1_111 21�^ 'I 3111 21_111 /1 I(JI `i�SR a e. ol 41-011 41 _ 4'-2" L 41-511 11 51-011 11 61_5_LII 121-411 6'-111 6'-I 111 SI_/111 22'-/i511 11111 -1/ ' ` ----'._LLL-_-- -- -V --'-'--- L LLQ V • ` t- FLOOR corp -1-4 3/4 MR SYS. DRAFTSTOPPING SUSPENDED CEILING SUBFLOOR U ALL y�,Lg��In��►�10.1ED FLOOR JOIST -1 O NOSING DRAFTSTOP MATERIAL ALL INTERIOR WALLS ARE 2x4 EXCEPT A6 NOTED SOP R302JI FIRI�I.OGKING. 3)ALL WALL THNGKNES6ES ARE ACTUAL 2x4=3 I/2' i &A F34 LYU R N GOPIEIST®LE GCONC�I1C11D FIRI�LOGICIN6 5HbAL1 V PROVIDED DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 4)THE SIZE AND GAJ 1/AMM OF ALL EXTERIOR STEPS ARE OFFICE COPY SUSFLOOR TO GUT OFF ALL CONGEAL®DRAFT OPEiIN66(100'TN 1ti�11GAL AND TO BE FELD DETfRMI1Eb BY OTHERS. HORIZOII AQ AICD TO FORM MI AN ERECTIVE RRE B RR R BETY�! STORES,MD BETNET31 TK TOP STORY AND THE ROOF SPACE SUBFLOOR 5)ALL PLATE MD CEILN6 H 86M ARE TA aN FROM 8 H?f3 _,TREADS RI88 >.�.. OP OF HOUSE .HC FIRJ�GKIN6 N WOOD-i�RAhE TR SHWl l�PROVIDED GOPSTRUGTION USS ff' ) SLAB147LOC 1 h� 2x6 L R �"``' I=DGE C2x MIhU ��.,.:::::. N THE FOLLOWN6 LOCATIONS. DRAFTSTOP P MATERIAL D S O b THE KIT VBtIPY GHBd Ai1D TY LAYOUTS I. IN C*CZAIM SPACE'S OF STUD WALLS AND PARTITIONS, " `"> VAIN WITH W Z DRYWALL THE DETAILS DOPE BY OTHERS. �/� Q GHBGK® BY■ . PARNIM ROWS OF STUDS OR 1)ALL ANOL15 ARE 45'UNLESS OTHERWISE NOTED. V♦ — . STRMCaER N +-1Z6° I.I. 1�3tM4UY AT TIE CEILING AV R.00R LEVELS. 6)ALL INTERIOR AND EXTERIOR FLOOR t STET PN%M Z V � D , IZ. HIORIZONTALLY AT MT MS NOT EX03M 10 SIOLL HAVE A NONSLIP FINW TO MEET Q D N �4��✓' FEET i*3048 ASTM 01026 STATIC�OF FWGTION MIN.OF Ob. �4DDITION�L. NOT Ss INTERIOR LI1/IN67 AND ATTIC, STORAGE 2. AT ALL IRTI3ZGONN6CTIOPS BET 11i VERTICAL MD R302.12 Draftstopping. SPACES REQUIRE A BARRIER In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, �'�yb�IN CONTACT WITH MA60PRY,CONCRETE OR EArtTHI 5Gi41-E' �� i HORIZONTAL SPACES SUCH A6 OGGUR AT SOFFITS,DROP GEILINffi SHALL 9E PRE56URE TREAT®APPROPRIATE{.Y FOR THE GOPDITION I) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE � Z � ��4 =I —O OYER ALL FOAM PLASTIC, MATERIALS, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2).Draftstopping AND COVE GEILINf{. STANDARDS ESTABLISHED IN SECTION 628-33.00'7 3. IN CONCEALED SPACES BETYM STAIR STRINGERS AT THE TOP shall divide the concealed space into approximately equal areas.Where the assembly is enclosed by a floor membrane above and 10) T &LASS TO BE TEMPERED W 2x4 PM �� INCLUDING SPRAY FOAM, I.G.F., AND SIPS MSD BOTTOM OF THE RK ENCLOSED SPS MM STAIRS%WJ_ a ceiling membrane below,draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: FLORIDA ADMINISTRATIVE CODE. V m � 46-13 PANELS. COhPLY"SECTION RWl,T IU 9�i6ENGY ESCAPE AND RESCUE OPBiIN 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED 4. AT OPMNGS AROIAD VENTS,PIPES,DUCTS,GABLES,AND WIRHS 1.Ceiling is suspended under the floor framing. 12) G LABEL-20 MINUTE IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-02 � GE:ILIN65 ARE TYPICALLY CONSTRUCTED Q LL W STAIR I WITH &Yfm"- WALLBOARD AND QUALIFY RI CEILING AHD FLOOR LEVE., AM AN APPROVE)MATERIAL TO STRU MUM DESIGN LOADS FOR F_ KIN IN65 AND OTHER ' . 1 DIST THE ERIE PA66A6E OF FLME MD PRODUCTS OF 2.Floor framing is constructed of truss-type open-web or perforated members. STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED AS A TI�RMAL BARRIER FOR THE SPRAY let.FLOOR TO 2nd FLOOR FOAM INSULATION TO BE U5FD. GOIlTION. THE MATERIAL FILLN6 THIS AN��.AR``P�MU NOT WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. �/� O Q WALE: N.T.B. SPECIALTY 0E:ILIN65 SUCH AS COFFERED, BE IlMaRED TO MiET THE ASTM E 156�. R302.12.1 Materials. Nary= V♦ W DI"I6 NO, 5. FOR THE FFMOMW OF GHNlIEYS MD FIREPI.AC.ES e� Draftstopping materials shall not be less than 1/2-inch(12.7 mm)gypsum board,3/8-inch(9.5 mm)wood structural panels or J�LLi� 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED Z = Z BEAMED, AND DOME CEILINGS, MUST HAVE � AND THEIR USE INCORPORATED INTO THE DESIGN AND SECTION RIOOS.M. other approved materials adequately supported.Draftsto in shall be installed parallel to the floor framing members unless CNGLO`.�AGCESS1H2 SPACE UNDER STAIRS%IAI.L HAVE O AN APPROVED THERMAL BARRIER? pp g p g SPEGIFIGATIONS IN ACCORDANCE WITH SECTION 6 OF THE � B6rilAM t THAT .SPRAY FOAM AND THE 6. FIREE OC 0W OF CORWCBS OF A THO-FAMILY D011MLIN6 15 otherwise approved by the building official.The integrity of the draftstops shall be maintained. NW S,LINM STAIR SURFACES,MD MY SOPPITS PROWED MINIMUM DE516N LOADS FOR BUILDIN65 AND OTHER (1) INTERIOR OF THrBUILDINS. MWIRED AT TTE LINE OF DWELLING LHT SEPARATION. ON THE BlICLO"S SIDE WITH U2'GYPSUM BOARD. STRUCTURES" MENTIONED IN NOTE 2. L) — I [ Al OF d sill$ l l g g �J Jul -ra'-1o" II 1 e. 'Z 0 co o0 I � o I--I al I CQ C0 14 � o CEDAR E RACITM1 0 556 1421 CEDAR i ANI px• w O % ------------ ---------- ----- _ LINE OF SGC.OW FLOOR BELOW n rF I I I I = NOTED ON 2nd.F.. I I I I r ------ ---WIN 2X8 _ Ini _LINEOFFIRSTFLOORBELOW - --------------------- I� I _ I 11 -�---------r-�� I � 11 � II Z J---------L� I ---- �I- g II m �-------- - ------ ------- --------- I = ----------- I I I LINE SEC*V FLOOR BELOW I I i q�_O�� 1 l_�� i i i- w I �/ izi 1 (3)2=6 F.6. I I � � I I 1 i I � ca ! - � I `� I II II4 I VOID I I I - II 11 i I SPACE I r'1dJ II O 11 is I I I I -K`1 ------------------- II II I I 4 I I 0 _ I RAIII JNS I' III" 8'-10 " r I I r I I I I II I I I I I L I I b'-1 VV CEIL 1 j I I 101,4" "I 5 AG � I j as I I - oT: o V 1 I _ -2 +-6'-25/6' - ROOF o/SLOPED 1/2 WALLS y I I I V-T. VLT. I - 1/2 WALL _ - - m I I 5' •LS l� I I iJ 5' i' VLT. m --------- - FLOOR DRAIN o m IL_� lo'-s — m ® i---i ---- _ 6 ao it/ c`1 , 1 '-3 �_5 �� -I - 4' 11---2_2 �� - _ a II I cV CQ q '� RAILING 0/2x6 I/2 WALL `r g °' ELEVAT -Q I -KV 2868 w I g" d w T I _ A m i EXER6I5E RM. 4 OPEN BALCONY I - i VLT.CEIL.TO b'-I On t- VAJa T DECK -� ¢ I in � _ � I I VLT.CEIL TO b'-I I/b _ a� _ I PIERS A.T. _ B--B I =I �TT1C STORAGE ----- O ALT.CEIL.TO 8'-1 1/8' ! exp A7 AT. - I \ CEIL FLOOR_ ------------� - / ------ 6'------- ----- i ROOF o/ j +-6'-2 5/6"WALL I I +-&-2 5/8'WALL SLOPED I/2 WALL I/2 --- I - I I I . I I I I I I I I I I I 1 I I I I VLT. AT. I I = T I d3 r I I T= I I NO I O I I j j O I I I I I I I I I I I IL / ---� u I I I I ------------ (5)X 40 P.H. I I 1 = I I I NO I I I I I L OF FIRST FLOOR BELOW I - LINE OF -SECO D FLOOR BELOW I I -------------J— ------ —,---- ---._—. —.—.___-------------------J —_ 1:3 I Q v LL 10--1n 5'-211 5� 7'-10' ---- — 51_111 .771-511 " �'-11 " Ill-.Oil TH I RD FL ^ _26 CONSTRUCTION V a t- -1'-4 3/4'RR SYS. d � � DRAFTSTOPPING SUSPENDED CEILING Nk7TMsO SUBFLOOR U ALL EXTERIOR WALL)ARE 2X6 EXGE3'r WHERE NOTED FLOOR JOIST INTERIOR .:...;::,.::<.a:4..::�:<> ,.»:;.:v;:::< :.:>;<::< <<:<<:«<r:;:;.:;:::: ?,)ALL YVALLS,+ARE 2x4 EXG�T A5 NOTED DRAFTSTOP MATERIAL >: .;°:::> <:.u." = :>; 5)ALL WALL THICIOESSES,ARE ACTUAL 2x43 1/2' NO81PICs I FIREBt.OGICIN6. 2X65 V2'2X8=7 I/4',ETC- TO C.0 iTRUGTID RAFTFIREIIO EN N6 SHALL MOT1 BE PROVIRWAL B7 DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 4)THE 55IZE AIC 0AWITY OF AU EXTERIOR STEPS Ad;M OFFICE COPY 5/4° PLYUJOOD TO OFF ALL GONGEN.®DRAFT OPBiIN66(�O'TN VE3tTIGAd.AND TO BE FIELD DETERMIIEfl E3Y OTHERS. LZONTR AID TO FORM O S ERY MID FIRE BARRIER BETWEY3i 5)ALL PLATE:AIC CEILING HEIGHTS AIRF TAI® FROM DRAW BY, SUBFLOOR SI.IBFLOOR ST AID THE TOP STORY AID THE ROOF SPACE , 3�\ G., 4 SFIAL.BE PRO'VID®M WOOD-fiiAhE GOISIRUGTION TRUSS fTOP ON HOU6E SLAB/BLOGK IN FOLLOWNG LOCAYM. DRAFTSTOP MATERIAL «>s`<>::;. =' ::. THE KITC+EN TY YOUT MIN 2x6 LEDGER TREADS RISiERB 1. M CONCEXM SPACES OF 51W WALLS AND PARTITIONS, .``' b)VERIFY AIC YANI LA W Z (2x MM) FlIRREC SPACES AND PARALLEL ROWS OF STICS OR DRYWALL THE DETAILS DOLE E3Y OTHERS. Q GH6C.KiPD BY: . ST 57LOA A5 I`OLLO iG; 7)ALL AN61.E3 ARE 45'UNLESS OTIERWISE NOT®. IJ. YI-RTIGNJ.Y AT THE CEILING AND FLOOR LEVELS. 8)ALL IMERIOR AID EXTERIOR FLOOR 1 STEP FINISHES, LLQ �' 12. HORIZOWALLY AT INTERVALS NOT EXI.EEDIN610 SHALL HAVE A NONSLIP FINISH TO MEET Z M CD D � u +-'1.4011 R302.12 Draftsto ASTM CM STATIC COE�fUW OF FRICTION MIK OF Ob. AMITIONAL N M& O W N STRMCaER INTERIOR LIVING AND ATTIC, STORAEE 2. AT N1M OMEGTIONS BETY�t GONGEN87 VERnCAL ASID pp�ng' V ALL WOOD M CONTACT WITH MASO IRY GONGREM OR ENM � H SPACES REQUIRE A THERMAL BARRIER In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, AL SPACES SUCH A5 OCC.UR AT SOFFITS,DROP GEILIN66 SHALL BE PRES�iE TRPJITED/PPROPRIATE.Y FOR THE GOIDTIION U THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE OVER ALL FOAM PLASTIC, MATERIALS draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet(92.9 m2).Draftstopping GOYS GEILINif. STANDARDS ESTABLISHED IN SECTION 62B-33.007 Z � +-1,4011 5. IN CONCEAL®SPACf5 BETNEEi�I STAIR STRIN9 RS AT THE TOP shall divide the concealed space into approximately equal areas.Where the assembly is enclosed by a floor membrane above and 10) T 6LAS5 TO BE TEMPERED W INCLUDING SPRAY FOAM, I.G.F., AND SIPSFLORIDA ADMINISTRATIVE CODE. V Q .�M NJMBe� BOTTOM OF THE}TIAL.9rGLO5E7 SPACES UNDER STAIRS SHALL a ceiling membrane below,draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: V Co �73 10r PANF15. COP Y WI11♦ ��7 10 Y ESCAPE AND RESGE OP13066 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DE516NED 2x4 PT. 4, AT OPENINSS AROUND VENT5,PIPE5,DUCT5,GABLES,AIC WIRES 1.Ceiling is suspended under the floor framing. 12) G LAaM-20 MIMJTE IN AGGORDANGE WITH SECTION 6, ANSI/ASCE 'T-02It z CEILINGS ARE TYPICALLY CONSTRUCTED AT ILIN6 AID FLOOR LEVEL.,MTN AN APPROVED MATERIA "MININMUM DESIGN LOADS FOR BUILDIN65 AND OTHER LL Q WITH SYPSUM WALLBOARD AND QUALIFY L TO W 5T THE FREE PASSAGE OF F1r4E AND PRODUCTS OF 2.Floor framing is constructed of truss-type open-web or perforated members. STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED u- STAIR + FO A T1- ULATI BARRIER FOR THE SPRAY U"' > ,� � DETAIL FOAM INSULATION TO BE USED. �� '`"L�'��"�`'�'�� WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. G Q BE IRED TO MEET THE ASTM E 15611150E TERM R302.12.1 Materials. 1tW DWB NO: SPECIALTY CEILINGS SUCH AS GOA, 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED Z 5. FOR THE FIR�LOGK 149 OF CHIMNEYS AND FIREPL.A 5 SEE Draftstopping materials shall not be less than 1/2-inch(12.7 mm)gypsum board,3/8-inch(9.5 mm)wood structural panels or Z n 2nd FLOOR TO 3rd.FLOOR BEAME"17, AND DOME CEILINGS,MUST HAVE AND THEIR USE INCORPORATED INTO THE DESIGN AND SEG ROOM.M. other approved materials adequately supported.Draftstopping shall be installed parallel to the floor framing members unless EXAjO`.+ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE O CO) SCALE: N.tB. AN APPROVED THERMAL BARRIER SPEGIFiGATIONS IN ACCORDANCE WITH SECTION 6 OF THE 6. FREMI.00KING OF CORNICES OF A TWOfAMILY DWELLING IS otherwise approved by the building official.The integrity of the draftstops shall be maintained. WALLS,UNDER STAIR SURFACES,AID ANY SOFFITS PROTECTED (n BEThE�N OF T THE FOAM AND THE m AT THE LITE OF DWELLING UNIT SEPARATION. ON THE ENG D50M SIDE WITH V2.OYMH BOARD. MINIMUM DESIGN LOADS FOR E3UILDIN65 AND OTHER _ INTERIOR OF THE ElUI1.DIN6. STRUCTURES" MENTIONED IN NOTE 2. 11 IL V �OF i � gS �6E OF PAVEMl P�c Y g g EDGE OF PAVEMENT PER SURyEy ID6E OF PAVE451T PER 3� tat -- - - - - - LJ Z 4_611 5'--41' a 0. 2�� 1O.-0.. �� o 10,x,, 61- "I Y'Ir4lJGPVAY - - - o PAVERS ofSSTATE 'o co DRIVEWAY ce 1 oPAVERS F"'I LIFE GUARD 6RAVEL —SUBSTRATE - - -- --- ---- _ - -- - - - - co � TRUCK PARKING WALJCWAY 0 -- - _ -- - 10 - 0 , II PAVERS o/51S6TRATE .I r7.12 - --- - - I I I ELEV.= ' _ NAW ---- - --- - - - - - -- - - - 3/4'REGE56 PAW JAFIS04' 3/4'REGES6;6tR PAST JP�hl50�4' 6' _ -_ __ - SIDE AND 4' FROM OPN6 EACH SIDE AND 4 FROM I -- 2 G4 � I STEPS I ' ------- _ -_ - j I I r------- - - V r----�- ------- - ---- -----J------- r-----------, - (V _ - - - - - -- --- --- -- - I ' r r - - -- - 1 - Tom, _ It II = '. I I - L I I I I � �.12 N N �,�r�-z-�#:�:I N N r-�� i I - �---I-� - - _ --- F -- - - - -- - - __ - ---- -- - - - -- - ---- -- - - ----- -- L ---- I - 1 ELEV.- 165t�lAlb �- -- -- --- - - i NA/D FORKED AND I I d1 I nNMAW I .I ----- 1. I L GONG.CURB.12VE.W I - 12 -------- _T MAIN HOUSE F.P.ELEV. I i I r-----------� � � Uc.REP. I � I � $E�(:=16b7 NAW m I 1 REINF.PER ENS. _L_ I-_ _I i I 46'VEMi�6 GAS FIREPLACE 6'-0" ISh NA GRILL ELEV= U3 071 NAWPOOL DECK--- - I I, PAVERS o/�.�IJB67RATI1 IL - I �L I I I r-i----_1mr � u I ----IWL------ I !'' 1. I W.H. I n i I I ----- �4 2 GA6GE - ' -- - I�------ I — �. -- O ---- -J 1 -----J - r � II 1 I I I J I N L_1 �`r _JIL---- - ,� - - 8'w FORM®AND POUR® 5 V2'K FORM®AND POURS) ,t` J I I - 0 GONG.CURB.LEVEL w/ GONG.CURB.LEVE.w/ I I 1 1 MAIN HOUSE F.F.ELEV. MAIN HOUSE FF.ELEV. I 2a'-b " REINF.PER EF16. r- '-2.. 4'-IOJ" 5�_2 �� 1a-O' I f gal IcQ I I'-0" IcQ q) REINF.PER ENS. 4'-I1�" b o 1 51 211 V _ I_ - , oflg I - --- ---- *' ' ri - - - -- -- rQ TO MATCH ENS PLANS - 1 -- I I ADDW1I;WSED SPOT ELEVS I - -- ' i HOZE - - T N = j ELEV= 17b7 cV 4. 1 __ - - r0°� ad I I T NAVD I -ELL�/= 18b'i NAW p ~ 12 1 OUTLLI 1 a4 A A A 13.E,/.= h33 NAW � ---5� - 1 LOG�,,tOH!3Y aM�t--- ' EI'15T Ll'lNl'1( ' �D _ � o ELEVATOR 1 TYPICAL SLAB — I I — TYPICAL FOUFDA710N I , ELEV.= 1817 NA ELEV.= 18 011 NAW in 1 I 6 STRUCTURAL CONCRETE SLAB GONG.6RADE BEAMS - T ! L----------- o/b MIL VAPOR BIRFtIER 1 - " " N tV N ELh-_VD 1683 I 6 J o/All6ER CAST PILINGS 1 - I 11 i --------------------- --- 12'STEPDOM IN DEPTH OF PIT APD SIZE o/WB1 GOWAGTED 1 tt % -acv �. LOICi�1 I - TI SLAB w/0#5 OPENINS SHALL VARY TERMITE TREATED FILL I O o SLP.TO ROD GOVT. UPON ELEVATOR SELECTION, -- - — PER STRUCTURAL ENGINEER - I ELEV.= 1657 NAW ' 1-411 . 11 Nil T I SEE MANUFACTURERS 1 E I u EXT. ry it k 16.10 NAW = 18.17 NAWO BE COORDINATED SPEGIFIGATIONS. FLOOR TRW DE516FER AFD SI ALL INTERIOR BEARINS F RUGTT Br61F�R I = I 25'-4° 5'-O" 14'-4" i j STEPPING -- N N_ 2' lO'-10" I 7'-4" ¢�L11 2 cV 1 I �' r---------, I --- - - -- STONES - 2" 12" I IO'-0° ' WIPE COOLER I r-, I 1 = - - -- - _- � -- -J I I IWN i r O I1 PROVIDE APPROPRIATE i - - - I T� 1 I I I IISTAGK c`1 nr- - - 011 - WATER 1 ELEG.GOFDUITS To it 1 D<y,4$p - - NEST LANAI j KITGF�I ISL ADDS ! -__ - AD.IJSTED CONTOURS 1'O MAT�.I I HARD��GAPE I AND ENS.PLANS I I = I I b S I \ ELPV.� 18:08 NAW 18.17 NAW I I i T r ' TEPOOM M SI RG I IC I i SLP.TO SLAB w/N#5 I I I I I I � ROD GOVT. - I I I I I I ', I � �� - - �- - TERRACE 1 t 1 - -- I L J AVERS o/3UBSTRATE T- - - - _ -_ I 4� - P D2.1 cv i v i 1 I j ELEV.= 1657 12'iw.FODW AFD POUR® 5 \ '_p°i O 1 5T�N6 NAW N CURB.LEVEL W 1\ i I 77 I � I N cV - I N PER EFIHOUSE FS.ELEV. i - LINE OF 2nd FLOOR ABV. Dm_OFVEN o/ WARMING DRWR 48' ' I QEV= t6b7NAW N _ )FZR 1 _ -- __ N SEAT I r� --- - ---___-- -- --- --------- _ - - ------ -- �-"\-�I----- ----------- ----__ _----� ---- _... __---601.5-ASV.-J - - -- E1�Y= 16S1NA1b -- —Z— L — \ \ / - - - - - B.EY.= 18.10 NAW 18.17 NAW 1 - - - - I II I iv IL__J -- --- - - 1 l 1 �� L J ELEV.- 1817 NA ELEV.= U30'i GANIILEVER ASV. i \ 5 Wit FORDO AFD POUR® u� I GAMTIL�VER ABV. -- -. - -----'1LJ �� J1 COW,.CURS.LEVE,W/ L---- -----J I I irT� r� lr�� --, � r1L �(/lF MAIN HOUSE F.F.F8 E1(. �� _ REINF.PER EW. \\ POOL EQUIP. AC, GOND:I ASG. _ .-2 PAVERS o/SUBSTRATE NEW 2'h. INTERLOOGW EQUIP.PAD PAVERS o/SUBSTRATE RET FUFis WALT. EQUIP.PADS - I - - -- _ -_ FL00D ZONE'X' FLOOD ZONE'AO' t � � lo'-0" 2" ` , 101-101, E A�L11 �� 52'-0.. � V ill-On 5 ,4 62'-10" 7a'-2" LLa O i FOUNPAT V ff^^ VI OFFICE COPY �— O 1C POIJN DATION NOTES NOTE: ENGINEERS STRUCTURAL CRITERIA 1) THE CONTRACTOR SHALL Be RESPONSIBLE FOR PRo.EGT SAFETY MAY OVERRIDE SHOWN DETAILS. UNDER THE REQUIREMENTS OF o.SAA. FOR STRUCTURAL AND STRAPPINCC 2) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 INFORMATION, REFER TO ENGINEERING W Z FLORIDA BUILDING CODE, RESIDENTIAL, AND COUNTY SHEETS. BUILAIN6 DEPARTMENT. O O�Fs.KIy �: S) STRIP TOPSOIL, TREES, STUMPS, ROOT5,ETG. FROM ALL AREAS � 0 � WMIQE CONSTRUCTION WILL OCC IJK UNLESS NOTED Z V r D OTHERKISE. 0 D N 11/4/15 4) WHILE KNom UTILITIES ARE SHONN, THE CONTRACTOR AZOITIONAL NDT s SHALL E�RGISE CAUTION WITH EAR7W4ORK AS UNMARKED I/411=11-011 UTILITIES MIGHT BE 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE V) �' E` 5) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKI7 STANDARDS ESTABLISHED IN SECTION 6213-33.00'7 Z PRIOR TO ANY WORK. FLORIDA ADMINISTRATIVE CODE. 0 W M 1 + b) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESI6NED V 4673 MATERIAL. F OF ROOTS, ORGANIC MATTER OR OTHER IN ACCORDANCE WITH SECTION 6, ANSI/ASCE '7-02 0 DEBRIS. "MININMUM DESIGN LOADS FOR BUILDIN66 AND OTHER 2�17�I6 V FILL SHALL Be PLACED IN 12' LOOSE LIFTS, COMPACTED TO STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED U. W a5X, MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. co Q 0 DWB�_ CONTENT AS DETERMINED BY ASTM o-155'7-METHOD 'A' 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED W Z A) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED AND THEIR USE INCORPORATED INTO THE DESIGN AND Z NTH TRUSS MANUFAL'l1JRER SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE U) a) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS "MINIMUM DES16N LOADS FOR BUILDIN65 AND OTHER 0 � LA (INTERIOR). STRUCTURES" MENTIONED IN NOTE 2. V J All orA & NOTE: R-22 OPEN-CELL SPRAY FOAM INSULATION (ICYNENE) 88065 Unvented attic and unvented enclosed rafter assemblies. g NO ATTIC VENTILATION REQUIRED Unvented attic assembles (apaces between the ceiling Joists of the top story and g the roof rafters)and unvented enclosed rafter assemblies (spaces between ceiltngs that are applied directly to the underside of roof framing menbere/rafters •� and the structural roof sheathing at the top of the roof framing members/raftere) 3 INTERIOR LIVING AND ATTIC, STORAGE shall be permitted if all the following aonditlons are met: SPACES REQUIRE A THERMAL BARRIER 1. The unvented attic space is completely contained within the building OVER ALL FOAM PLASTIC, MATERIALS, thermal envelope. INCLUDING SPRAY FOAM, I.G.F., AND SIPS 2. No interior Glass I vapor retarders are installed on the coiling side (attic floor) PANELS. of the unventedyy attic assembly or on the calling side of the unvented enclosed 3. rafter wood shl ngles or shakes are used, a minirrMxn I/4 Inch (bmm) vented air CEILINGS ARE TYPICALLY CONSTRUCTEDspace separates the shingles or shakes and the roofing underlayment above the n WITH GYPSUM WALLBOARD AND QUALIFY structural sheathinggtat A5 A THERMAL BARRIER FOR THE SPRAY 4. In Climate Zones, 5, 6,1 and 6 of Table 8301.1 of the Florida Building Code FOAM INSULATION TO BE USED. Energy Conservation, any air impermeable Insulatlon shall be a Classll vapor �g $ SPECIALTY CEILINGS SUCH AS COFFERED, retcrclor, or shall have a Glass III vapor retarder coating or covering in direct $ BEAMED, AND DOME GEILIN66, MUST HAVE contact with the underside of the insulation. 5. Either Items 5.1, 5.2, or 5.3 shall be met end on the air ermeablll of the n AN APPROVED THERMAL BARRIER Ind p ty 22'-I T/8'o/ALL WALL H6T. 23'-4 5/8'o/ALL WALL NST. 23'-4 5/8'o/N1 WALL W. 22LI'T/8'o/ALL WALL HST. BETY�N THAT SPRAY FOAM AND THE insulation directly under the structural roof sheathing. 5.1 Air-impermeable Insulation only. Insulation shall be applied in direct contact INTERIOR OF THE BUILDING. with the underside of the structural roof sheathing. 10'-I 3/4 PLT.H6T. 10'-1 5/4 FLT.NGT. 10'-1 5/4 PLT.MST. 10'-1 5/4 PLT.H6T. 52 Air-permeable Insulation onlyy. In addition to the air-permeable Insulation Installec +i'-4 3/4'MR M. +14 LI IV FM M. +1'-4 3/4'FA 515. +1'-4 LI 1/61 LT.FLFM. directly below the structural sheathing, rigid board or sheet Insulation shall be +Q'-I V8'PLT.HST. +2- I/8'PLT.H&T. +9'-1 V8'PLT.NGT. +I'L I/8'PLT.H6T. Installed directly above the structuraT roof sheathing as specified In 0-6116,510 +2' 15/6'STUB +2'-91 5/6'STUB +I'�i T/6'STUB Tables R8063 for condensation control. 5.3 Alr-Impermeable and air-permeable Insulation. The alr-impermeable Insulation OL shall be lied in direct contact with the underside of the structural U IIs✓7 8 o/Nl WALL H6T. II'3 7/8'o/N1 WAI..L H6T. 30'-7 3/4'o/N1 WALL H6T. 10'-I V8'PLT.WT.10'-I I/8'PLT.H6T. roof sheathing as specified In Table R606.5 for condensation control. 10'-i V8'PLT.NGT. 30'-0 7/8'PLT.NGT. The air-permeable Insulation shall be Installed directly under the air-Impermeable insulation. o Z +I'-4 3/4'SNB +I'-4 3/4'STUB -� +b V6'51118 5.4 hhere preformed Insulation board Is used as the air-Impermeable Insulation ,n layer, it shall be sealed at the perimeter of each Individual sheet Interior surface CO in to form a continuous layer. 0 � o �..I 02 1 V �� 94 101-3'i/8'PLT.H6T. o 94A$11 � u� WROOF FRMINScoo a CEDAR BRAGKET5 Q 5"x5 1/2"CEDAR BEAM 1 3; ROOF VENT 0isfi w - 1t----- ------- �l — INTERIOR BEARING WALL OR RAISED KNEE WALLS LINE OF SECOND FLOOR BELOW 1 -t •• _ � o - - _ PITCH B 1<_1 6 11 I I er. I I I /�� L j `� _ FROM FIRST FLOOR BEARING WALL 00 I TGH BRE,4 ' /�O n I L =Lr n c1 FALSE WALL (TYP FRAMED OVER DOUBLE NENIBERS) 1 di41z OF PIMLITUORI3:12 ® HEADERS - ENGINEER TO VERIFY 6:12 612 3:12> 22-11/6■o/ALL WALL Her. ------ --L I - - 1 J LJ L° — ------- --- - -- - I I I cr --- - ---- , .c- BEAMS, DOUBLED TRUSSFa, OR 61RDER BY Z I 6 ILSE ^ < i�< ZJ I < +/� FAWAIL PIT KLINE OF SECV8 OND FLOOR BE_ I/i0 �� 10'-1 'FLT.NST. OTHERS - PER MANUFACTURERS SPECS v I I 1 4 t1'W5 57L�DOW� +12'FLR.M. ® STEEL MEMBERS .00� I M +4'-I I/8'PLT.NGT. 4P N> I 1 (1'I ll5 STEPDOW C, 1 CONCRETE LINTELS ~ i 11'-5116'o/ALL WAIL HCL 3:12 j I I 6:12 v +11 WEEAMS 101-11/60 FLT.HST. • STEEL P05T5 +1'-4 3/4'STUB '` I Q 241'-01/6'o/ALL WALL NGT. WOOD P05T501e w 1 II EAv£OV N6 1:-6:: I I 10'-I 1/60 FLT.HOT. ROOF JOIST5 OR ROOF TIRU55ES BY OTHERS 8 ai I I Z I I D I +I-4 3/4 FLR SYS. - PER MANUFACTURERS SPECS 1 !:4) 1 I 5F I +9'-I 1/6'PLT.W. ------ I I n I I n +I'-4 3/4'MR SYS. L BEAM, JOIST, OR TRU5 HANGERS � 1 i RAILING 1 I I +T-I 1/6'FLT.HOT. 6.12 b:2 r LI 21 i'o/ALL WAIL H6T. I 12 45:12 45:1 T. I Q I Q 12 10'-11/60 FLT.HST. 6:12 3: to +q V8'PIAT W. i i M. b'-1 1/a"GEIL. I G I�-ACC 55 t �" " f� 55 ALL ROOF FRAMING TO BE PRE-MANUFACTURED o +61 1 +-b-2 3 8 WALL STUB 1 IG EI I ROOF TRUSSES - TO BE INSTALLED PER c C I i \\\ 1 -2 3 8 L -' ROOF o/SLOPED I/2 WALL VLT. I I VLT. \ 1/2 WALL p, RAILINS o/ MANUFACTURERS SPECIFICATIONS a -r I =a GEIL. GEIL F L _ EXCEPT H ERE NOTED s I I � w I I u 1'-61 h.KNEEWALL o/ 1 F- -. , \ I I > U > VLT. ---- FLOOR DRAIN 22'-1 1/6'o/ALL WALL HST. ADDITIONAL INTERIOR BEARING MAY BE REQ'D res� •� -- U_ �, BY ROOF TRUSS MANUFACTURER. CONTRACTOR ,, m Z I OL /j� �. 1 `' - 1 ------------- --- GEIL. I j 10'-1 1/6'PLT.H&T. TAND W LARD ENGINEER O COORDINATE W KEVIN GRAY DESIGN GROUP a1 OF /FALSE WAIL. � 5LF. �� I I +1 fLk SYS� lOVf1�Fb+1�16 I I +q'-1 I/6'FLT.HST. � sq 1 Mt I I +12 FM SYS.RAILING o/ (�Jr STSIDOW w o q o/2xb 1/2 WALL �q Q LEVATOR Pz1176EXG I SM `�� = ON BALCONY 1 ' +616'STUB w -- --- ---- 8x8 PIERS NOTE: ti ATTIC AGGErf ,�� I VLT.GEIL.TO 8'-I I/8" b`12 �\ � WLKEM DECK ADDITIONAL INTERIOR BEARING MAY BE REQb 6:12 \-F#I�RE PWDR. / I I 50'-01/6'o/ALL WALL H&T. AL BY STRUCTURAL ENGINEER. CONTRACTOR I VLT. I �Q VLT.6EIL.TO 8'-I I/8" � �� 10-I I/6'PLT.NGT. TO COORDINATE w/KEVIN CRAY DE516N I \ GEIL. i � ATTIC STORAGE ------; I I +I'-4 3/4'RR M. GROUP AND WINOL.OAD ENGINEER 1 RIDGE 1 VLT.GEIL.TO 6-1 10' -- FALSE WALL ! ++q-411V MR M. 3:12 i 6:12 - -------- ------- -- --- ----- �_'��-ai-- __1 SLP. `` I I I +6'-I 1/6'PLT.HST. 2W-I I/Ib'o/ALL WALL HST. VLT. y 10'-I I/6'PLL HST. I > v ---------y I v---- 1 i u, ------ - FLOOR DRAIN NOT : +I'-4 3/4'MR M. 1 �� } I > `� +qLI Ve'FLT.HST. ,,, ROOF o/ - +1'-4 3/4'MA M. \ +-b-2 3/8 WALL 1 i u. -2 3/5 L -' (1) SAVE OVERHANC75 SHALL BE 2'-0" FROM SLOPED I/2 WALL I/2 WALL +11-15/161 PLL NGT FADE FRAME. (8" AT CANTIL.EVERM BAYS) I - I (2'-2'FROM FACE OF FRAME AT THIN BRICK V 1 I (2) EAVE OVERHAN65 AT DORMERS SHALL BE 1 I I 1'-6" FROM FACE FRAME. I I I nN I /jd 6:12 EAVE (rm) 3:12 ) FROM F or- FRAME WERE NOTED. 2'-0" Q RAKE OVERKANSS SHALL BE ON OR 12N T. 1 1 Q I ` VL ' vLT. 22LI 1/6'o/ALL WALL HCL (4) _ SPLIT PITCH 3/1A2 TO 6E2/12ANDn5P AND PITCH ' IOLI 1/6'FLT.H&T. 3/12 TO 4.5/12. o \` n 612 6.2 n ft FIR M.I� �. RAKE OVERMANS(TYp) 12" \ T- I I t- ��j (5) ROOF FRAMING LUMBER TO BE 02 OR I I VBETTER. EAVE OVER WO I'-6' I I m +411_1 V6 PLL NGT. I o 6:12 I Lr 1 a/ +ISI ll/��4 STEPPOW +15/6,570 } Q ALL FROM PLATE 2ntd ND 5rd SUIS-FLOORS l►:#', � '• >I 6:12 HOUSE 5LABA LK. (FIN. FLR) OR FROM THE TOP OF THE MAIN I I -PITCH BRE,41G , 3:12 I I ` I 3:12 '''• `k - ALL VENT STACK, PIPES, ---- �l/il - LINE OF IRST -- - - ----- ------ --------- ---- INE OF 5EGOND FLOOR B "- ELO - I I n n I I I r! - REAR OF HOUSE AND NOT VISIBLE J cii Q n FROM STREET. V - cN EAVE OVERMANS EAvE OVERFIAN6OIL 20'-4 41/16'0/ALL WALL NOT 21'-I'o/N1 WALL HCL OIL 2OLIO VI6'o/ALL WAU.NGL OIL 21'-I 1/b'dN.L WALL HOT. < 10'-1 I/6'FLT.HCL V6 10'-1 'FLT.HST. IV-[ V6'FLT.HST. IOLI V6'FLT.HOT. u� A +I4 3/4'FLR.SYS. +1'-4 3/4'FM M. +I4 5/4'FM SYS. +1'-4 3/4'FM SYS. +2'91/16'STUB HST 46'570 +5 HCL +q'-1 6'PLL HCL ++qLI V68 6 5 W +3 11116,1b'STUB ■ AL II'-5 T/6'o/ALL WALL HST. ,jK 2q'-01/6'o/ALL WALL HCL -- -_ J 22WV6'o/ALL KALL H6T. U_ _.. 10'-1 V6'PLT.NGT. 10'-1 V6'PLT.NGT. +1'-4 3/4'5TUB +14 3/4'FIR SY5. +q'-I V6'FLT.NST. +12'FM SYS. +1'-4 3/4'FM SYS. 49114 IV FLT.HSL +T-I V6'FLT.HST. +111/4'SSTEI'VOW 21'-I 1/6'o/N1 WALL HST. +7 5/6'STUB l 1 +1 5/4 PLT.W. o — +l'-4 3/4' .T. 57. +q'-I V6'PLT.HST. +61/6'STUB V • O a i 0 0L A N UACD 05 Q OFFICE COPY EAVE 50HEMATI05 F- (DRAM BY, KBG/BV 12 12 12 12 12 W Z 6 61 6 b 431 CvA 0 GHGGK® BY: 12 2:: 12 211 5712 211 12 Z L) " -00 �----- ► �� --- Ti ----- T_ ----- � �T�l @ ----- I) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARiDS ESTABLISHED IN SECTION 62B-55.007 Z OVERNAN6 OVERFIAN6 FLft SYS. T— ------ FLORIDA ADMINISTRATIVE GORE. O LV OVERNf�ir6 OVERHANG 2) THE MAIN WIND FORGE RE515TIN6 SYSTEMS ARE DE516NED = V 00 JOB NJ� 4675IN ACCORDANCE WITH SECTION 6, AN51/ASCE 7-02 O -- "MININMUM DESIGN LOADS FOR BUILDIN65 AND OTHER *ELT r �T------- ft STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED U. W ' WITH A MINIMUM BA510 WIND SPEED OF 120 MPH. Q O DYrs _ 5) THE COMPONENTS AND GLADDIN6 HAVE BEEN SELECTED Z AND THEIR USE INCORPORATED INTO THE DESIGN AND Z SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM M516N LOADS FOR BUILDINGS AND OTHER O STRUCTURES" MENTIONED IN NOTE 2. _j [-A 12., 12 R3� SEI: ElJ_1/. FFIE49 1NEEPM)WOOD ROOF MISSES T�OII R DSO&TMC"D 8w ROOF,/ ■ i11iJC11JRAL SHEATHM lit 8-22 CY NE n' SPRAY-APPLIED OM94-CELL MEILATi H a� (NO VENTLATTON fWaMIED) '^I;=; ,`,;•` —roll MMM 1"ETAL STRAPPM a EA IS g MISS BEARNG POW2x6 SCAP 60 I TYPE BY mm I till ----------------- -AL MNM EAVE DRIP GYP.OD. �ba P.T.NALER (2) PLATE EXPOSED RAFTER TAIL 2x6 611DS OG R-19 NSULATiON T49 OR DEAD COAL®FN16H MWADED ROD SYSTEM 9/410 V45 WOOD FRIM V1'GYP.BOARDMD*04 MOULDN6 U ---------------- - p F-I y!-� ROOF a SLOPED to C 0 o I--I 0 vZ WALL 4aMIDE TRM �v � CQ p� =!E M045 WEE IID WOOD ROOF TR19606 4/4 ROVE IM GAP a ., V2 WAJ1 MD OOSPIGB M = T�OIiCIW Da MB'CRAFE ROOF a ROM 0/ D WE 0 d' u/PLYC�S EATNNCs ELEV. a mW BALOWRALNG a 2xi V!WALL ti PW43r 4331ED WOOD ROOF TRIJESEb r R-22 ICYPEPE (NO VE]Y M ATIO FREQ91�n L) NSUTA?ION :p �I�8N� TNMCs�OF a a r VU-1401 DECK ol 1t SMOOTH V914 V�4I` TL''I ■FWE GACA®!BOARD a t SPEGTIS OR HARDIE s 3/40 EXIIOR GRADE PLYWOOD 8-22 ICYIENE (NSTALLID A-SIDE IF AND MUST OE a ASNIICs A COINER _ jQ ~ r ox I VVENTILATION11EgJ INSULATION N RIIGrSFLAPK/SCREIiED WO PLACE) r (3'1161/2'CEDAROEAM METAL STPA mPNG s EA F+-I STR M REARM PONT ; I n t 2'-011 24 SLAP ONTO TRUSSES bPAE TYPE BY ENCAt _I EAVE DRP H 1 ,•;c"'�i N --- - ---------------- --- -- -- - -------- -- `;'., P.T.NAM _ _ O METALSTRAPPNDEA - �-FLASHNG PER VULI®M SPEC& _ "i'`�SPMECTI6 MOLLDNG _ �—Za6 EXPOSED R/IFTER TAL TIG OR DEAD CIOARD FINISH ltd$CAP - _ -_ _ _ T11LIE6 OEAIIII�s PdN� II--��. -------------- _ _ _------ T96 (Z>E h'y $ ITYPEMyRam " �9 f h s " '; '� LED4ER Bp.1 CORROSION ?x12 FLA GM TAPER TO EXi. FLASFNIG F"VULI�]'t SPEC& _ � , W- .„. `' ; ''" DRIP W:..="q 31A L420 CEDAR WM 6/S'DUtAItOCIC ^ W -►-tia P.T.NNL9! J6T -i't PER EN& TIG CELL-a FER ENtt :. :r-a 3/4Xi V4'WOOD FREIE �4 F� —2K6 EXPOSED RAFTER TAIL CMDAJt BItACI�Tb F--I 6/$'GYP 8P SMOOTH SVNS _ TKs OR DEAD 130AID i FS H (2)24 TOP PLATE MOIJ.D1N6 Sw GYP.W. bW GYP.OD. 3/4X1 V4 WOOD 1�R N6LL.ATION MD Nm FRMEX� 2x6 STUDS 0 Ib'Or- v MP 22 (2)24 TOP PLATE SPECTIS P�OUI_DRIG (2)2x6 TOP PLATE THREADEDROD eYSTEM NK34A SORA PM MKIM O M F aSOWs o/ PLATE TO STUD STRAP•! I OjG THREADED ROD SYSTEM W nzEPLANE 1/r GYP.BOARD Vl THING CIDAR BRATS 3'h OR LOCO RAILNG NT94N•FJI 1ERAJLS SWLALL NOT ALLOW SABRE , 4 ittlll (102=)OR MiORE[)[AK ✓�' 8110M VENEER WHY 10 Y-1 Vi'CE SPEL?IS OR WyARPE -fiD _ = 2116 611JD6 s*1 or- TYvsc ORS DR4ML4CE PLANE aFFM W 64402 FM SIDNG a CC12 -Nq PLUG b 0 "L -9 14 ST1 016L6L EI NG C'7 _ -O'2 -O' N 2 V2'GYP.ROA (P VU.IG7't a cID .0-0 0 T k V�44'WL41®EOPLFPYy D ■ 8-19 INSULATION U2 O v (INSTALLED AND MOT OE F06-SHANKINTO PLACE) 0 D � 0 SPEGTI6 MiOULOM 2x6 STUDS 016'O.C. ELEV. V MD 1w101 WP BOARD PREF WOOD ROOF MUSES *' m �j^ LLI L-1 LL R-19 Ne"TION AMO '-' ---7 STUD TO FLOOR STRAP ! I OG S p p�5 7LA&6 EA'iFllKs�OF a a � ~ \ � 2x6 W02&YR BTM PLATE MD 14616 2x6 W02&YP 01M PLATE v PL b 9 I� ■ D�a D�a 1'-4'FLOOR SYSTEM NK34K SIERRA PREI'IU I SWAGE PLUS SOM a r-4'FLOOR SYSTEM i R-22(GYP@ E 1/ PEN.alFLOOR aYbTe'r t ajm Q Q OPH1 MINED FLL��OM IRlMO TYVEC OR EQW.DRANAW PLANE o/ OPEN UIMDEDD�FppL��O��O��Rp�pp�p SPRAY-AP1PLEp OPEN-CELL NEIY ATION -4 W 3/40 T�� $CTI A) FD 126i MOULDING M(C UFD AND SCREW®I V2 bTRJC1URILL bHEATHAIG 3/4'(TGLIJED AWpANp 8G1161ED) (NO VEMILATION 11EQJIR0D) y 1J MP�L ------------- ------------- --- -- -Li Ll Li Ll 11 uj 2'-2" s �vt FLASHING PER Vtt QM SPECS --- ---- --- 1141 x P P.T.TRIM OD a LEAGETt 1 COIIAOSION (tFtAPPEp WRH 1NlCEJ`U 8-19 N6IJLATION +,.�,� ''. METAL STRAPPM a EA. JST FyANGBIb 2x0 FLA,SY&TAPER TO EXT. R418ED OEJY'I 4 1 -' -' e. + 4/4402 -� 44x1126' 2xb SCOP "'• SIZE TYPE BY ENGR ANCHOR PER ENCS PER ENG ^ ^ y HORDE TRIM DD. HAJtDE TRIM BD. on a OEARNG PION HARD*TRIM OD. EAVE DRIP 6/S■GYP.BD ■IM W. R-22(GYNE E SPRAY-APPLIED P.T.WALBi To CELL.a 3/4'TRIM BD TA's OR BEAD BOAT®b*EXPOSED WaW TALL (2)2xi TOP PLATE 6M'DtItALtOCIC ld h � 6 V1■xll V4'CEAAR OEN'1 OPEN-CELL NSLL+ATiOPI b/$'GYP.BD. GAAP GYP:BD. 2x6 61"**5 Or- Sw TYPE W GYP.OD. TIG CEL.a 8-19 N9l1.ATION NIC"� CEMM"SIDN4 a — 6A'N DIRAROCJC (?)2x6 TOP PLATE (2)21e6 TOP PLATE 31-0 1126 CEPM EEAMI R-1974RI DED ROD SYSTEM PLANE a S (2)2x6 TOP PLATE 61125tH V4/CEDAR COIMEIb 3F4 WOOD PRIEg a T1 MlEADED ROD SYSTEM VY GYP.90ARD SFEC1I6 MOULDING 7 - f MD*1* - \ 2xi$11D6 0 16'O:C.-- 2JI6p STUDS ti'OTC 2x6 STUDS W'O,G - - W-4 ' SFECTIS OR WLA1®E GY -Tao U21 P.OVr GY OARD -1dD GYP.OAARD -leo 102 P.BOARD _ _ _ NK3 � NG a -1 R-19 NEILATiON TO LNEN�I6WWCE�CB"BdT,SDNG a R-Tg NSI.ATION \ f -N_ f ^ VA S1R1GfIJRN THING ^ NI 81T7JCflK bWEATHNCs PLAPE a 0 - OPERABLE LOJVE'>IEv eWurrER9 THIN ARS V " Ra MORTAR eeTTM em a PAPER D.AGCED METAL LATH o/ ,- TYYCK OR l:GYY4L DRANA®E PLJNE a -_ in,b,RCIC,iJRAL.bHM1ATHINCi - - _� f SUMMpt Iura�I \ l 44 CAP a 44103'NAME IM -- — ©� WALL AT 42'APF INFIE.ADED ROD SYSTEM TWMIEADED ROD SYSTEM 1WIREADED ROD SYSTEM- i AD U�6TED SPOT ELEYB ; TO MATCHH ENC•a SPECTIS MOJLDNG PT.2x6 SOLE PLATE ON SOLE SEALER PT.2x6 SOLE PLATE ON SOLE NAM PT.2x6 SOLE PLATE ON SOLI=SEALER b'STRJCiURAL CON-SLAB I MD no -_ 1 b'61N C URAL CONG SLAB _._ 441tnZ 6.61RJCTLRAL C CNG SLAB -- 1 -- __- - - - ------ --- - - --- - - - - - - FINE TRM DD. _ _.._ HATIDIE IRM OD. "1'NAVD23 FtVSHED GLM ��.�. 1T' Yp ------- FNISIW PER SPEC. FINISHED S IdbT FMISI�SLAG -- - DlH - - -_-- ------ -- � lali'Pyo- - - - - - - - - FINISHED Id01'NA $ANO-»L1.ID i• _Y ; _sem _ __._._¢�` TO MATCH ADMTED SFW E1EVS1 _ _ -__ _ IN-140 SM1PD TO MEET ASTM cs3 V, t------t_-_,. .. .!----' -------a___ --•---- '—�a-=—'--��- '�1 I � I I � I i \ ` i. . , -�- a -------. 1 . n 4■1WIIGC CdJRME ■ i� �• " I: . •r i •� i 511iJG11JRAL CGNG SLAB COAT 1 1 P COAT ib V i ; °r , 9' b ML VAPOR '' ` TSA T T CF r. /b MAIL VAPOR x '°I • I p \i MML VAPOR �t , r. SCIS ML APOR t t \., \ j D lA �� I I 1 �, p�W OA1�9t\\ \ 1 r DR1' { x/ ,� r 1 u/�LTEX PMIT B,ARIIIER, 1 -OR- \; /\. UM A MR~ OF ZL(OPTIONAL) 1 �- CIL \ / i / / r.. .r R] Q / / I 1 1 pg,01 /' � / < ; RIOWEp SLAB 1Tp'NAVD I. U 1°°i ,I G 1�TON PRrDIJGT rl• •r \ -----c - 1 t 1 COI•PAGiED TERMN iE r I• •L COI'1°AGTED TEIIMrtE +•" •1 COMPACTED 1EIM1E `� •. .° ,° , r COMPAGIID TT�arMTE.\ " ' TREATED FILL .`,';, r 111EATEp FILL ' \ 1 i i -------------.-- - ------ -- -=-r NAYD TREAil�FLLL \ i'i i NAVD TFMSAiED FU i NAVD I rI r , t Js� / \ t I I- 1 1 1 � " I W 1. I t l 1 1 f �- -- I -- -.- k Z_ - CONGdIRA�DE OEAMi - \ I � ° -,- � 1 - 1 ; ; .- - COPJC.GRADE / I BEAM , GONG REAM / �ONGGIPIIDE BEAM ,� i" / /. e, ------ ;, COdG /. GRADE , : moi_-- __-- MAIL YAiPOR � f � / � 1:ILI _i_--- �_ GRADE BEAM ILL 111 \ / 6R, --_-_1� SEE'✓!'(S7liJG111tA1.)61EE1T!\ r, SEE'8 (81RJCTIRAL)SWETCT$ \ SEE'$'l$iRICTUiAU tFLPE1S SEE'$'18110JGTUoiiL)SWEEPS , 0 OF ST 8119GRADE(NOM W W ADLIXED -PL.ASTiG,NOiiC>wPYG. \,'/ 5_T __ r / \ \ / I 111 I FORul SO ADDr RJG81PA11�SFEF1n, ;\. / t ti T FOR,ADDITIONAL NFORMV►11ON' / ;; / FOR ADDTPICNAL NPOFMNTION k° / FOR ADDITIONAL NFOPWTION/ / ;FOR ADDrt10NAL NFOFMWITON/' SOL CO"PACiED TO A DEN6111'OF AT LEAST 1 FOR ADDTPIONAIL NFOFr1A1ION 1 ffRNB AR C� COMPALTID 1939111E I / / to 1 lu N \ / \ sill OF THE PItDGTIDit MAJ(1'Ui DR 1'DOiEPTY D i \ \ TROTTED FLLl \ 1 i \ t / I ' t \ \ IL $r To A MMNM"IJ'1 of 4D. _ \ APD ABL OR /; I / 6'® LBR 1. i^ / -- — / NA — I xlc�oc NAYD -r xxloc' VD: j xxxx'NAYD 70C10f' NAND -- -- \ T LOW56T - HORLLONTAL —r-r �� '- WIOItlZ90NiAL fi-T — T T 7 — i r t � •AL' r j \/ WIORiT+ONP r T ^ti t 11 LL 1 i Y / AL r HOI�i ONT 1 t j 11 i i 1 I 11 G / / I I I I t 1 I I I 1 I I I ,'MM3"M'.rJt' I 1 i I /v i \ maim 1 I 1 � � %\ I 1 I 1 I I I 1 I 1 I i `i i / 1 /. I 1 ■ i I 1 I I I ■' I / 1 I 1 -----•'fi T AIJCtIFat CA8 PLNGS. -16 t 16 CAST AUG13z GA1b PA.NC�+ AllGFR .Ab F'LL.NGS ti PILNG6 -1S ALJC>T:It CAST 1 r'_-'—�-_�- i. AI6".�$2 PILNCa6 1 I \. I � I 1 \ I 1 1 \ I f 1 \ 1 1 1 \ i J , 1 I I 1 i 1 I I I / I 1 1 I I 1 I i � V JU GARAGE Q THREE STORY EXTERIC.PeR WALL DETAILTWO STORY EXTERIOR WALL DETAIL TWQ STORM EXTgR[OR WALL DETAIL ONE STO 60 "L DETAIL SCALE:V!'.r-0' SCAr.Er V1'-r-0■ SC"112'-r0 SCAa E.�V11•r-0' C� ci Q RAILNG TO RESIST 200 LBS. PER SQ.FT.MIN. HANDRAIL i1i4° t0 2" DIAMETER V R302.11 FiREBLOCKiNG. �'— iN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZ TAL) AND TO FORM AN iNTER!"IEDIATE RAILS AN EFFECTIVE FiRE BARRIER BETWEEN STORIES, AND 5ETWEE 4 THE TOP STORY AND SHALL NOT ALLOW r THE ROOF SPADE. FiREBLOCKING SHALL BE PROVIDED iN D-FRAME CONSTRUCTION PA88,gQE Or 4" (102 mm) iN THE FOLLOWING LOCATIONS. OR MORE DIAM.SPHERE 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITION', INCLUDING FURRED cn SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: NEWEL POST,SAFETY TERMINAL, F c r+c E I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. VOLUTE,OR TURNOUT OFFICE COPN 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL m SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS At T14E TOP AND BOTTOM OF DRAWtt BY. THE RUN ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND W Z FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME 0 BY, AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THISANNULAR SPACE SHALL L NOT 5E REQWRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FiRE15LOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003-IS. 0 ADDITiONAL 1 8s Z V p , 6. FIREBLOCKNG OF CORNICES OF A TWO-FAMILY DWELL , IS REQUIRED AT THE INTERIOR LIVING AND ATTIC, STORAGE 11/4/1 LINE OF DWELLING UNIT SEPARATION. SPACES REQUIRE A THERMAL. BARRIER 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH no � OVER ALL FOAM PLASTIC MATERIALS, 01 STANDARDS ESTABLISHED IN SECTION 625-3300-1 8302.12 pRAFtsTOPPING. IN COMBUSTIBLE CONSTRUCTION R4 INGLUDIN6 SPRAY FOAM, I.G.F.,AND 51f IS FLORIDA ADMINISTRATIVE CODE. �• Z AS NOT THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CON EALED SPACE PAWLS. TRIANG A,qR�OPN'G FORT'tEp 2)THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL 5E INSTALLED SO THAT BY THE RISER TREAD AND IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 1-02 0 V `m NAS¢' 4673 THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1900 SQUARE CEILINC75 ARE TYPICALLY GONSTR IXTED BOTTOM RAIL OF A GUA�p FEET (92.9 m2). DRAFTSTOPPING SHALL DIVIDE THE CONCEAL=D SPACE WW ITH 6Y N ALLBOARD AND QUALIFY AT THE OPEN SiDE OF A BtAiRWAY "MININMU l DESIGN LOADS FOR BUILDINGS AND OTHER � � INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBL ' iS AS A THERMAL BARRIER, FOR THE SPRAY ARE PERMITTED TO BE OF SUCH A STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED O ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE FOAM INSULATION TO BE Ur.�1-_'D. SiZE THAT CANNOT PASS T(1511 ) �E WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. 0 BELOW, LIESDRAFSTOPPIW3THE SHALL WI PROVIDED IN FLOOR/CEIL SPECIALTY GEILIN6,e- SUCH AS ENG VEERS STRUCTURAL CRITERIA 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: BEAMED, ANp DONE CZILIN65, MUST HAVE MAY OVERRIDE SHOWN DETAILS. AND THEIR USE INCORPORATED INTO THE DESIGN ANDW DW6 ND: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. AN APPROVED hEF04AL BARRIER FOR STRUCTURAL AND STRAFFMs SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR BETwmN THAT SPRAY FOAM AND THE IWORMATION, REFER TO EW-%NEERiN�s "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER Z m E: B PERFORATED MEMBERS. INTERIOR OF TEUILD NCr. fRAILING D SWEETS. STRUCTURES" MENTIONED IN NOTE 2. O CUT jjji� 111111 SCALE- N.Tb. OF (2) #8xl SCREWS 3 gs EACH SIM OF 77. 8 EACH CORNER 0�♦ ♦�� SEE WINDSCREEN I � (16 TOTALS ♦• T T BARRIER = ELEV PER SPEC'. ♦ WEATHER RESTS AN 0 ♦ SEE ♦ OVERLAPS THE 5x5 FLASHING _ ♦ ♦ = N METAL SPA21 RK ELEV EXTERIOR WALL SHEATHING g ♦ ,` WRB ♦ 0 ARRESTOR 2x4 6 OUT AND FOLD 5x5 FLASHINGTo FORM KICK-OUT AS WATER AWAY FROM HOUSE ~ 2x4 #2 SIFF (WRB) WEATHER RESISTANT BARRIER m 3 PLY CORNERSKICK-OUTJill 10'-0" PEXTERIOR ER FINISH 4 ib" O.G. ?a • 5x5 FLASHING w/KICK-OUT- SEE ICK-OUT SEE SHINGLE ROOFING SHED WATER AWAY FROM HOUSEg �.� ♦ WRB♦ ELEV CRICKET PER SPEC. 2" 3g � .�� AS REOV PLT. H&T. PER SPEC. (WRB) OVERLAPS THE 5x5 FLASHING g n ♦� �♦ ♦ ROOF SHEATHING SHINGLE ROOFING PER SPEC,. 5x5 FLA5HIN& 1 w/ KICK-OUT PLT. H&T. PER SPEC. 1 TO SHED WATER I I I 2x6 #2 SPF FASGI 1 I I METAL DRIP ED6E I I HOLD BACK FASCIA AND DRIP EDGE 2" FASO CHIMNEY FLUE I FROM FACE OF WALL METAL DRIP EDGE c z 03 ko OUTSIDE FACE OF c o I� 2' 8" I I GHIMNEY5 SHALL EXTEND AT LEAST TWO FEET 5 PLY CORNERS 2x4 CHIHNW NEk9W 2x4 02 #2 SPF EXTERIOR WALL � CQ � HI6FER THAN ANY PORTION OF A BUILDING 3 Ib O.G. ch c. I WITHIN 10 FEET,BUT SHALL NOT BE L.E59 THAN VALLEY FLASHING 12" 5 FEET ABOVE THE H16HEST POINT WHERE EXTERIOR FINISH 0 00 EXTERIOR FINISH PER PLAN I I THE CHIMNEY PASSES THRU THE ROOF 5x5 FLASHING I 5x5 FLASHING PER PLAN FASCIA II UNDER HOUSE UNDER HOUSE &ABLE END TRU55 WRAP (WRB) I WRAP (WRB) 211 I I I M5TAIB w/14 IOd. NAIL5OUTSIDE FACE OF w m w I I I • EACH CORNER TO BLOGKIN6 I EXTERIOR WALL I I •• (2) 2x 5YP BLOCKING W/4 ONO" NAILS EACH END r F� I I I z SCALE: NTS I 65H I NO SCALE: NTS KICK-OUT FL65H I I & C�SL� H I� i�TUi��I �L�S�+I NC G�41 MN�Y �fi�M I�O L SCALE: NTS U� -- W TYPICAL EXTERIOR FINISH O DRIP EDGE FLA5HIN6: 8 Q ��EXTERIOR FINISH FACE OF 51ATHIN6 PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE TYPICAL ROOFS. THE OVERLAP IS TO BE A MINIMUM OF 3 INCHES (16 mm). 50 YR. ARCHITECTURAL EAVE DRIP EDGES SHALL EXTEND 1/2 INCH (13 mm)BELOW OVER CHANNEL FLA5HIN6 6.1. "Z" BAR FLASFfIN6 SHINGLE ROOF SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 >-4 UNDER BUILDING PAPER ' INSTALLED PRIOR TO INCHES (51 mm). DRIP EDGE AT EAVES SHALL BE PERMITTED TO c BUILDING LAT}{ t UNDER PAPER BACK METAL VALLEY BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF t a� FLASHING GOVT. PT Ix4 INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A cQ INCH MINIMUM 4 (102 mm)WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE METAL LATH ° I I'I DONT. PT Ix4 MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305 mm)ON w.F R. 50 YARGHITEGTURAI- CENTER WHERE THE V(aed) AS DETERMINED N ACCORDANCE o ° v SHINGLE ROOF WITH SECTION R3012.13 IS 110 mph (I11 km/h) OR GREATER OR THE METAL FLASHING MEAN ROOF HEIGHT EXCEEDS 33 FEET (10 058 mm),DRIP EDGES INSTALLED ON TOP SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHESOF FELT 4 rig —T - - - Y- PRIOR TO ROOFING (102 mm)ON CENTER m 8 WIDE CONT. ROLL 50 YR. ARCHITEGTURAL ICE OcQ FLASHING NAILED SHINGLE ROOF 2 VALLEY FLASHING: WATER SHIELD - VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH THE 0.0 TO SIDE OF Ix4 4 I STRIP FLASHING I I MANUFACTURER'S INSTALLATION INSTRUCTIONS, BEFORE APPLYING o W SHEATHING INSTALLED FACE OF ROOF SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PRIOR TO PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED)LINED WITH FELT 4 ROOFING WALL OOH T O W ��V� I r � �( �� I ��.�V� I�� I � METAL, THE VALLEY LNINCs SHALL BE At LEAST (lb) INCHES ROOF TO F = I (406 mm)WIDE AND OF ANY OF THE CORROSION-RESISTANT METALS N TABLE RW32.1 OF THE FLORIDA BUILDING (ROOF SLOPE PARALLEL t0 WALL) (ROOF SLOPE MEETS WALL) 2.SCALE: 3" = 1'-0" FOR _ Y LNING OF _ ES OF MINERAL _ CODE-RESIDENTIAL 2014. SCALE. 3" 1'-0" SCALE: 3" = i'-0" j ROLL RDOFNG,�COMPLYING WITH H ASTM D 3909 OBIASTM D 380 CLASS M, D SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE (18) INCHES (451 mm) AND THE TOP LAYER A MNIMUM OF (36) INCHES (914 mm) WIDE. l 3. FOR CLOSED VALLEYS (A VALLEY COVERED WITH SHINGLES), --- O VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 6380 CLASS S AND AT LEAST (36) APPROVED TREMC,0 SEALANT j INCHES (914 mm)WIDE,OR VALLEY LNNG AS DESCRIBED N AT ALL SILL LOCATIONS ITEMS (1) OR(2)ABOVE SHALL BE PERMITTED. SELF-ADHERING i O POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING WITH DETAIL COAT OF VULKEM 55ONF-R6 ASTM D 1910 SHALL BE PERMITTED N LIEU OF THE LINING MEMBRANE AT 60 MILS, ON ENTIRE '4'O I MATERIAL. CURB SURFACE AND RUN DOWN 5 WLKEM 551, g50NF OR 6151 NF TOP COAT ONTO HORIZONTAL DECK O RIDGE FLASFfIN6: WLKEM 55ONF OR 560NF BASE COAT VULKEM 551, g5ONF OR q51 NF TOP GO I THE UNDERL4YMENT SHALL BE INSTALLED IN WATER-SHEDDING ALUMINUM FASCIA - MECHANICALLY VULKEM 55ONF OR 56ONF BASE COAT DYMERIC 240FG OR FASHION. THE LAST LAYER APPLIED NI THE RIDGE SHALL T FASTENED FLUSH TO HARDIE BACKER BOARDAPPROVED TREMIC-O FOLDED OVER THE RIDGE AND MEGHA.IDE OF FASTENED, AT AND PLYWOOD I/4'"HARDIE BAGKEiZ BOARD o/ SEALANT CANT BEAD (36) O.G. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. 340 AJWIEXTETOR GRADE PLYWOOD REPEAT THE PROCEDURE FOR THE OPPOSING SIDE OF THE I/4' HARDIE BACKER BOARD o/ (INSTALLED A-SIDE UP AND MUST BE ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF 5/4' EXTERIOR GRADE PLYWOOD RING-SHANK / 5GREMM INTO PLACE) 8" UNDERL.AYMETIT OVERLAPPING THE RIDGE. (INSTALLED ASIDE UP AND MUST BE -, I I RING-SHANK / SCREWED INTO PLACEa a0 HIP FLASHING: -- - - 4 (NOTE: WOOD SURFACES MUST BE PRI DIED WITH j I THE UhDERLAYMENT SHALL 13E INSTALLED IN - - WLKEM PRIMER #i'TU WATER-SHEDDING FASHION. AT THE HIP LINE, FOLD THE (NOTE: WOOD SURFACES MUST BE PRIMED WITH -- --- --- VULKEM PRIMER #I'TI) DYMERI240FG OR APPROVED UNDERLAYMENT OVER THE HIP +4ND NEGHANIGALLY FASTEN, SEALANT IG CANT BEAD- I" WIDTH AT (56) INCHES O.G. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE PROCEDURE FOR THE OPPOSING SIDE OPTIONAL: DUALFLEX OR CLOTH TAPE- ENtBEDDED IN VULKEM 350NF OR I/4'° BACKER ROD I I OF THE ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF UhDERLAYMENT OVERLAPPING THE HIP. 360NF DETAIL GOAT I I DYMERIG 24OFC OR APPROVED TREMGO NOTE: VIJLKEM 6150NF MAY BE USED A5 TopcoAr IN AREAS WITH NO U.V. O SEALANT CANT BEAD- In WIDTH 5 A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE I/4" BACKER ROD SIDE Or-�- TYPICALDOOR 51LL DETAIL I I O INCHES (6 mm) IW DE AS MEASURED IPERPENDICULAR O THE NOTE: VULKEM g50NF MAY Be USED AS TOPCOAT IN AREAS WITH NO U.V. FROM 7NEMGO SEALANTS DRAWING NUMBER DG- ' j SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. �L�KE1"C TY EDGE I RIDGE AND VALLEY FLASHING OF CRICKETS SADDLES ��-i---------------- ----- --- SH i-�� SFfALL BE THE SAME AS THE RIDGE AND VALLEY FL ASFfIN6 ON FROM TREMGO SEALANTS DRAWING NUMBER DG-05 THE MAIN ROOF. < O EXCEPTION: UNIT SKYLIGHTS INSTALLED N ACi=0RDANCE Q WITH SECTION 8308.6 AND FLASHED N ACCORDANCE WITH THE MA LIFACTURER'S INSTRUCTIONS SHALL BE PERIMITTED t0 BE -METAL POST INSTALLED WITHOUT A CRICKET OR SADDLE. lu VULKEM 351 g50NF OR g51 -PRIME w/TREMPRIME b BASE AND COUNTER 1 A5HIN6: LL NON-POROUS PRIMER oft TOP COAT BASE AND COUNTER FLASHNG SHALL BE NSTALLED N DUALFL.EX EMBEDDED IN BASE GOAT VULKEM 55ONF-R OR 560 NF -DYMERIG 24OFG OR APPROVED ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION VULKEM 351, g50NF OR 6151 NF TOP GOAT DETAIL COAT TREMCO SEALANT CANT BEAD INSTRUCTIONS, OR A CONTINUOUS METAL MNIMUM 4 NCH BY 4 INCH �- (102mm BY 102mm) "L" FLASHING SHALL BE SET N APPROVED r PLASHING CEMENT AND SET FLUSH TO THE BASE OF THE WALL, v ALUMINUM FASGAA - MECHANICALLY -: --` Mm AND OVER THE t,tNDERLAYMENT. 130TH HORIZONTAL AND FASTENED FLUSH TO HARDIE BACKER BOARDv AND PLYWOOD VERTICAL METAL FLANGES SHALL BE FASTENED 6 INCHES 1152 I/4" HARDIE BACKER BOARD o/ NOTE: VULKEM g5ONF MAY BE USED A5 TOP BE AT IN AREAS WITH NO U.V. mm)E M CENTER WITH APPROVED FASTENERS. ALL LAPS SHALL (� BA MINIMUM OF 4 INCHES (102 mm),FULLY SEALED IN APPROVED V 3/4" EXTERIOR GRADE PLYWOOD PLASHING CEMENT. FLASHING SHALL START AT THE LOWER (INSTALLED ASIDE UP AND MUST BE TREATMENT- �I�' ' OF METAL POSTS, PORTION OF THE ROOF t0 ENSURE WATER-E E N IRE E RING-SHANK /SCREWED INTO PLACE) a0 Y� CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE SROM TR,EMCO SEALANTS DRAWING NUMBER II HORIZONTAL FLANGE SHALL BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND (NATE: WOOD SURFACES MUST BE PRIMED WITHMEMBRANE. SHINGLES SHALL OVERLAP THE EIORtZONTAL VULKEM PRIMER #11U FLANGE, AND SHALL BE SET N APPROVED PLASHING CEMENT. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT OPTIONAL: DUALFLEX OR CLOTH TAPE- EMBEDDED IN VULKEM 550NF OR METAL PROVIDED IN SECTION 8905.2.8.1 OR MINERAL SURFACE 560NF DETAIL GOAT ROLL ROOFNG,WEIGHING A MNIMUM OF C11)POUNDS PER 0100) SCIUARE FEET (3.16 4cg/M2). COUNTERFLASHW3 SHALL BE SEALANT GAN BEAD- P WIDTH�� —PIPE PROVIDED NNTA15LE 90SISTANT32 i. N THE FLORIDA BUf DINNG�� VULKEM 545 OR 415ONF PRIME w/TREMPRIME GODS-RESIDENTIAL 2014. Z 1/4 BACKER ROD INTERMEDIATE GOAT NON-POROUSPRIMER NOTE: VULKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. —DYMERIC 24OFG OR APPROVED VUl'KEM �� OR TRFMGO SEALANT CANT BEAD METAL DRIP EDGE "Z" FLASHING � 5 x 5 GALVANIZED FLASHING BASE GOAT O AGE GALVANIZED O 2q MACE GALVANIZED I b ) N T WASE GALVANIZED VULKEM TYPICAL EDGE DWLKEM 5501 -R OR 560NF —WLKEM 546 OR q51 NF TOP GOAT �DETAIL GOAT FROM TREMGWI O SEALANTS DRAWING NUMBER DO-06 OFFICE COPY DRAWy AI3Y" �G/BY VULKEM WI, g5ONF OR 6151 NF TOP GOAT Z VULKEM 35ot� OR. 56oNF BASE GOAT ROOF W/ ��Y�� rJ�I��7 D�T�t i L5 SCALE: Q cr�r,Kt� BY. NOTE: YUL.KEM g501� MAY BE USED AST AT IN AREAS WITH NO U.V. I/4' HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD / (INSTALLED A-SIDE UP AND MUST BE � �' 1 TREATMENT OF PENETRATION, � gt Q W C4 D RI1V6-SHANK /SCREWED INTO PLACE) 1) THESE PLANS ARE DE516NED TO BE IN COMPLIANCE WITH THE �— 11 90�� FROM TREMCO SEALANT5 DRAWING NUMBER50 STANDARDS ESTABLISHED IN SECTION 6213-55.001 co) AS NOTED DETAIL STRIP OF VULKEM 350 I/I6" THICK JOINT FILLED w/ FLORIDA ADMINISTRATIVE GODS. ( ♦ Z TREMGO APPROVED SEALANT2) THE MAN WIND FORGE RE515TIN6 SYSTEMS ARE DESIGNED V Q W JOB N1N1BB� OPTIONAL (REINFORCED w/MAI-FLEX IN ACCORDANCE WITH SECTION 6, ANSI/ASCE '7-02 V m73 OR VULKEM 3601 TO O I � "MININMUM DM16N LOADS FOR BUILDIN65 AND OTHER/ APE OR FIBERGLASS API:JSHINFOLE 5TRUCTURES TO WITHSTAND THE WIND LOADS ASSOCIATED I.L O _ OR CLOTH TINO f5ALC,0NNr NOTE: WLKEM g50NP MAY Be USED AS TOPCOAT IN AREA5 WITH NO U.Y. WITH A MINIMUM BA510 WIND SPEED OF 120 MPH. > 5) THE GOMPONENT5 AND CLADDING HAVE BEEN SELECTED w W Q 90 _ AND THEIR USE INCORPORATED INTO THE DE516N AND V♦ Z D FLASHINO SPECIFICATIONS IN ACCORDANCE WITH SECTION b OF THE Z m r��ETAILS VULKEM M TJOINT DETAL MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER co) � yr STRUCTURES" MENTIONED IN NOTE 2. Q � VULKEM 551, g50NF OR 6151 NF TOP GOAT V 4crA R"iO3.8 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED 6ontly raise the bottom edge of the flap created in the WFiB and temporarily tape the top Install shims in such o manner that they are not permitted to Interfere with the application of the -12.105 cut a piece of head flashing that Is the width of the rough opening,plus two, times the SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR corners and center to the exterior face of the WRB above (see Figure 5). This is done In air seal, which will be applied on the Interior side In the steps that follow. roll width of the flashing, plus 50 mm (2 in). 83 PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENT5. order to allow for [retaliation of the window and head flashing later. g �F_gp�p � USED AS FLASHING SHALL COMPLY WITH AAMA ?II. THE FLASHI NOTE 2: Either self-adhesive flashing (soo Section "12.01) or mechanically attached flashing (see '1.2.106 q Apply a continuous mm (3/b In) nominal diameter hood of sealant along the mounting ELF 5EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED Section "12.10) shall be permitted to be used for,Jam and hood flashing, per the following flange at the hoad. Apply an additional q mm (3/8 In) nominal diameter bead of sealant ., stops. GORRO�'ION-RE515TANT FLA5HIN65 SHALL BE INSTALLED AT ALL OF THE FOLLOWING _0Whorizontallyy 216 mm (8 I/2 In) above the rough opening (inline with the tip of the iamb flashing). � ,g r nor. T _or• Apply mochanical19 attached flashing to hood over sealants and secure with mechanical LOCATIONS: It 1. EXTERIOR WINDOW AND DOOR OPENING5. FLASHING AT EXTERIOR WINDOW AND DOOR "12.01 Jamb and Head Flashing Installation Using Self Adhering Flashing fasteners (soo Figure 101). 8 OPENING5 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RE515TIVE BARRIER FOR DRAINAGE. FLASFiIN6 AT EXTERIOR WINDOW '72.01.1 Apply flashing over the mountingg flange of the window at both Jams. The self adhering � OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OF MORE OF THE flashing shall be a minimum of 100 mm (4 in). With self-adhoring flashing, the additional bead of , ^`°�""' , �g AND DOOR 9 FOLLOWING OR OTHM APPROVED METI-10D5: sealant over the mounting flange (see Sections '12.102 and '72.106) shall be omitted. I.I THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING IN5TRUCTIONS. mrdw"OM. aooRorft. ' tat 1.2 THE FLASHING MANUFAcTURER"S WRITTEN INSTALLATION INSTRUCTIONS. 72.012 Gut the jam flashing to a measurement equal to twice the roll width of the flashing being � � 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR FMA/WDMA 250. used, plus the height of the rough opening, minus 25 mm (I in) (see Figure 12) w a 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OR A RE6157ERED DESIGN PROFESSIONAL. �sg g� S NSTRUCTION WITH FRAME OF xx,+wr WA xta Arlr $ WA 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY GO STUWAL.L5, WITH PROJECTION LIPS ON BOTH SIDE5 UNDER STUCCO STUCO COPIN65. '" �` CCO or of � n 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPING5 AND SILLS. '"1B "RB 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. FIGURE 5 EXTERIOR � g� � •g � 5. WHERE EXTERIOR PORGHE5, DECIG5, OR STAIRS ATTACH TO A WALL OR FLOOR A55EMBLY OF WOOD-FRAME CONSTRUCTION. '7.25 Applying a 511 Pan Flashing b. AT WALL AND ROOF INTERSECTIONS. '1. AT BUILT-IN GUTTERS. "1.2.3.1 There are a variety of sill pan systems available. (Reference ASTM E 2112 guidelines for the latest information) The pan shall direct water to the exterior of to the membrane drainage wilaorl Coote / / pp piano for subseq t dralnaga to the exterior of the building. OF wrcnw acaat 1 U ALL WINDOW AND DOOR FLASHING SHALL COMPLY WWien WITH FMA AMMA "111, 100, 200, AND 250. -►252 n self- poring flashing Is used as a sill pan, cut to a length equal to the rough s` opening width plus t least 150 (6 In) up the jamb, to form on end dam (see Figure b). �` Z EXCERPT OF FMA AAMA 100-OT mm rr� o 0 FIGURE Iq EXTERIOR W � o H b O PRE WINDOW INSTALLATION PROc�-5 r� ion FIGURE 12 07 M rZC T �� N , 6.1 Pro-installation requirements performed by others, per the manufactures Instructions. '72.01.3 Position the top and of the flashing 15 mm (1/2 In) below the location where the top edge "12.10"1 Use mechanical fasteners to secure mechanically attached flashing (see Figure 20 . � ^ of the hood flashing will cover the jam flashing later (soe Figure 13) c 6.1.1 Rough Openings °..°.sq 114 6.1.1.1 The builder/contractor shall construct the rough openings to accordance with the window marufacturerb size and tolerance requirements. rRe t pq Y"W�ON ORIS. ��.ArvnAW �r ►S=AD PL -G� � Y ' � �'P �a O 6.1.12 The rough opening shall be plum, level, square and true within 6 mm (1/4 In) prior to theInstallation of the window. Manufacturer's Instructions may supersede these tolerance ranges. *w�7. 124 6.12 Water-Resistive Barriers (ARB)This standard practice recommends that the KRB be Installed prior to the window Installation. a`The Installation method described In this standard practice is based on this sequence. I"mFIGURE 6 EXTERIOR aoaae6.12.1 The application of the KRB Involves covering the vortical surfaces of the wall, lapped, or YMONVOK4V= . fastened, toped and sealed per the ARB manufacturer's instructions. The self-adhering flashing sill pan system shall cover the sill to at least the depth of the window, plus 50 mm (2 In to the foto of the WRB drainage plane (see Figure '1). a` 2` 6.122 Penetrations through the WRB for the Installation of windows shall be made in '" �` rRe accordance with the KRB manufacturer's recommendations or this standard practice. r"ea FIGURE 20 EXTERIOR EXTERIOR 6.128 The WRB m shall be applied In water shedding fashion, starting at the base of the wall T FIGURE 13 ~ and working towards the top. The WRB shall be applied to the face of the building framing Do not interfere with the ARB flap at the head. Tuck the top of the jamb flashing under the top '12.11 Remove the previously applied tape which holds the flap of the WRB at the hood. Allow � or Shoathl f lap of the KRB at the hood. the flop to lay f lot over the head f lashing. Apply a new place of sheathing tap over the entire ng diagonal cut made to the KRB. The tape shall be compressed against the KRB and the hood 62 T7^40 LAYER ARB SYSTEMS 72.01.4 Use firm pressure to apply the self adhering flashing to promote seal to window flange flashing, which extends over the jamb (see Figure 21). W and KRB. 8 Q 62.1 A two Igor ARB or building paper (BP) system may be required In accordance with wroalorlls' ll be flashed/integrated with the WRB and Into the wall 7201. 5 Apply a piece of flashing across the head of the rough opening. The head flashing shall Mw state and local codes. The window shaflashing, per the d to manufacturer's Instruction. be cut to the width of the rough opening plus two, times the rol l width of the f lashing, plus 50 mm (2 In) (sea Figure 14). 6.2.2 After the installation of the second lo4or of ARB, the cladding shall be applied with a weep screed Installed at the bottom of the first floor and at the bottom of any floor above 2X 19 cost or over a concrete masonry unit (CMU). HIM / / o / / c '1,0 KINDOW INSTALLATION PROCEDURES FIGURE 7 EXTERIOR `��rr� "12.4 If a rigid or I-rigid 5111 pan system Is used, follow manufacturer's Instructions for -� / o'd 7.1 PRE-INSTALLATION INSPECTION Installation dotal Is and integration with the WRB and flashing. _ waowrreve+ C v '1.1.1 In the event that the ARB Is installed after the window Installation, refer to ASTM E 2112 '725 Inspect and cloon the back side (interior surface) of the exterior window mounting f tango. °' S for various sequoncrng considerations. Look for any seala it gaps or misaligned welding at the corner joinery. If corner seals are reoaw 000R ac Missingin whole or , contact the window mcnufacturer for the recommended remedy. JA RD n Z "1.1.2 Before installation can occur, the Installer shall Inspect the WRB to ensure that it is with this standard active and the WRB manufacturor's Instructions. n a continuous 01 mm (516 In) nominal FIGURE 21 EXTERIOR ""� sA Installed in accordance w pr ?.2b After clocntn the mounting flanges, carefully run ® ~ Any tears, penetration or defects within 305 mm (12 in) of the rough opening area shall be diameter bead of ealcnt on the back surface (Interior face) of the mounting flange of the c00 it Al sealed or the KRB manufacturer's instructions before the installation starts. Refer to ASTM '12.12 On the Interior, the Installer shall apply a backer rod and a continuous Interior perimeter r, 0 p window at the head and both jams(sea Figure 8). Apply sealant In line with any pre-punched o c C -55. holes or slots in the mound ficin e. Connect that bead of sealant across any joinery on the bead of sealant (see Figures 22 and 23), or aerosol foam SOQIa1t conforming to AAMA 812 � window frame at all four corners. EXTERIOR without backer rod (soo Figure 24), or other window manufacturer approved material between o w '1.1.3 The Installer shall verify that the rough opening Is plumb, level, square and true. The FIGURE 14 the window ant the rough opening on all sides to form an air seal. This effectively forms a back Installer shall notify the contractor to remedy any discrepancies per this standard practice. '1.2.01.6 Apply primer to any exposed oriented strand board (055) as required by the flashing dam to prevent water Intrusion Into the Interior. A raised, upturned leg made from a rigid manufacturer. material can be also be used, If properly air sealed. If a rigid or semi-rl Id sill pan was used, 1.1.4 The Installer shall inspect the fenestration product for damage and repair or replace if 'F'"�"r Masrn+s �� recheck the coal between the sill of the window and the upturned leg of the sill pan and reseal necessary. 12.01.1 Adhere the self-adhering flashing with firm pressure across the head of the window on as needed (see Figure 25). "12 INSTALLATION PROCEDURES top of the mounting flange and beyond the rough opening on each side, extending it 25 mm (I in) over the outside edge of the flashing at .he jambs (see Figures 15 and 16). 2xMi -12.1 In the event that the RB has not been previously modified, the Installer shall compiote / � a` � K the following steps: �;/ /,% g"`"� i'� wle Carefully out the WRB in a modifled "I" pattern as shown In figure I. Tho full-I cut of the WRB is also acceptable. BACoOF KVM FIGURE 8 / VIM, BkK oaoR f°�DO1� ° vao�ie / / ar rwoow As an option, the lont shall be permitted to be applied to the wall..surface,as opposed to / p 1 the back of the mounting flange, in IIne or inboard of any pro-punched holes or slots. i cI ` i `- ! ' "12'1 Apply a dr inuous bead of sealant on the Interior surface of the mounting flange at the2x 14 8 I Sill. The bead of sealant shall have a minimwn of two 50 mm (2 Ir>) voids near the ends (see FIGURE 22 INTERIOR F16URE 23 INTERIOR HIMFigure q), allowing any Iiquld water that has entered the window opening to exit easily. FIGURE 15 EXTERIOR I 2c torr ler. raw PN6waw O'N9 ear ° ' } MW4 RR'8®URE iy�, RIOd rposa RE I-GF mm rile ax M 11. 2m I tLAIk! DAM VM MIM FIGURE I r� EXTERIOR Fold the bottom and side flaps over and behind the interior side of the framing (see Figure 2). / Qor DOOR VW� : AM � 9 rRe PM HIM 2x R 2x IFIOURE 24 INTERIOR HIM FI6l1RE q FIGURE I6 EXTERIOR MWWKOPFI9 vooleMO. -1.2"1.1 As an alternate to the discontinuous bead of soolont, a weep scrood or wicksng mechanism shall be permitted to be applied at the jam ends of the sill to allow liquid water to '72.10 Jamb and Head Flashing Using Mechanically Attached Flashing W.P. escape. 1.2.10.1 When mechanically attached flashing Is used, the minimum roll width shall be 230 mm (q in). rwe r� 1.2:72 Additionally, If a rigid or semi-rigid sill pan is used,apply a bead of sealant to the outboard side of upturned log of the pan where It will Integrate with the interior side of the 72.102 Apply a continuous 01 mm (3/b In) nominal diameter bead of sealant over sheathing (wall Q window and form air/water seal. surface) and the exterior face of the mounting f large, starting 216 mm (8 1/2 In) above the rough2xM AM / opening (see figure 1"1) continuing down the jambs to the bottom of the all mounding flange. FIGURE 2 INTERIOR 12.8 Immediately set the window Into the opening (see Figure 10). tu Attach the WRB Into position on the Inside of the rough opening, and trim any excess as required. a,a -oIo- T i,or. T ion. 7.22 At the head of the opening, starting at the top corner of the window (rough) opening, measure from the corner horizontally and then vertically a distance equal to the roll width of °'ems ow e rn FIGURE 25 INTERIOR the flashing to be applied, and make a mark (see Figure 5). / / 72.12.1 In cases where shims cause Interference with the application of the backer rod or sealant, trim excess shim material to allow for a continuous air/water seal (see Figure 26). In all V make sure the entire perimeter joint has been sealed, creating on air/water tight o - NNVIIG ion. ►wet nor• condition. TON �,�ec / i R 9 IL I 2x MW � 1 wroorlOM. comCM FIGURE I7 I=XTERIOR , V MIM O FIGURE I Wri*'6'�AT 1111101111,00W orrM °o"' XTMIOR '1.2.10.3 Cut jamb f lashing to a measurement equal to twice the roll width of the flashing being •. I oraril Into position and I shims as required to ensure the window Is used, plus the height of the rough opening, minus 25 mm (I in). � Hold the window � y p appy eq position In sat tum level uara and true. Fasten the window perimeter Securely Into p � /� p Por '12.10.4 I flash Inline with a o- unched holes/slots In the mounting flan and cover accordance with manufacturer's Irotructlons. For pr sealant coverage, ensure squeeze Appy �"g � !p'" P 9 9e 2x M �` out under the f l le and In fastener holes (see Figure I I). any fastener hoods (see Figure 18). / t7 r" or Q W t FIGURE 3 EXTERIOR At a 45° angle, carefully cut the the ARB on a diagonal (see Figure 4). Repeat this stop on ' � Z the opposite corner. - 2.4.10 1 2x Lj - FIGURE 26 INTERIOR '12.122 To ensure adequate protection against extreme wind driven water loads (12 psf water MAW. rRe LOOP. wwc Lar. loads), it Is critical that the perimeter interior air and water seal between the window and the OF F I C E COPY K sill pan flashing Is able to withstand this pressure load without air and water lockage. Special caution needs to be applied to the Interior corners. ve+ 8.0 POST INSTALLATION PROCEDURF5 all lirooYlon�o. �� ""e 6.1 The Installer shall ensure that the fenestration product frame and sash are installed plum, a< level, square and true, within the specified tolerances. W Z rm 6.2 The Installer shall � 0 GHlXi.KB:�BY. • FIGURE I EXTERIOR FIGURE Ib EXTERI stripping or compressible seaels make fullcontact that all sash move fwith lmating surfaces.within their fromes, and that weather V , t[1 such as lot cranks latches and h1 0 W C I I/4/I5 � � 83 The Installer shall ensure that operable hardware locks, hinges W N I"m -1 operate smoothly, and that all locking mechanisms engage and operate properly. FIE3)IZE 4 EXTERIOR (n 8.4 The installer shall ensure that all accessorles and other components of the fenestration Z product assembly cre present, such as screens and hardware. Q W 0 MJOB N 4673 65 After Installation of the window, drainage holes shall be inspected for blockage and freed W 2 of any obstructions to allow drainage. W c') W 0 OW6 NO: Z � Z O � AINDON / r�� OOR NALL FLASHING A15OFA EDGE OF PA hs PAVEMENT PER��, � EDGE OF PAVEMENT PER SURV1=1' g EDGE OF PAVEMENT P SURVEY 31 x jai W DRIVEWAY WALKWAY Z PAVERS 0/5067RATE PAVERS o/SUBSTRATE I ( o H CQ I U to d LIFE GUARD GRAVEL co TRUCK PARKING \6ATE KAVER5 o/5uB5TRprE c d' Ao v� � ---- � F-Iaw O LF_I-- //TTGANTILEVERABV.TT\` -_I-IJ 11 1n n OPERABLE LOUVERED IF topo-__JlL_ -__JJ-- -_LL_-- -��L__-- �� (�r-1-t 'TH}N"--BRICK-�IENEEi�--�-L-�� SHUTTERS Fj WALL AT 42"AFF T F� n n n n n n n n I I I I I C _ _ - -- _--_---- 6'H IPRIVI.Y FENCE j l - --� C 6'h.PRIVACY FENCE --��{��'--�� I I 1 ' I I - =I�=��=�_ I I I I I T . NTRY---- , S. 'r II POOL DECK Z I II 1 :� I I Vill II I \ ,' PAVER5 o/SUBSTRATE II I H i l l I I I 1 I I \ / 10-1 1/b"GEIL.I II I I I I 1 I I \ / PLUS STEPDOWN '15"T:.ABV. / GAS GRILL U.G.REF. 1I I I h S I I I I 1 I I I / 46" 5 FIREPLACE I SUMMER KITCHEN I H 1 1 I I I I I I I I �T q Li =u==u�= u I / 10'-1 1/6"GRIL. I _� 11 PERGOLA VENTTANKLE55 \`\ L----,L--------- P-515TEPl�OWN ---------------� eFta V /j \\ k� ; 1\ ; 52" r I W J 6A5 W.H. \ / O 1 - 1 \ \_�.� 1 1 I I \ -------1 r-------- _� / tD\ I I I \\I 1 I I ` _� TANKLE55 1------ I------ 1 \ I 1 1 Q s WT 0 Q �� / ------------ I I II ° �° Q \ VENT 6A5 W.H. I / I I - _-- I \ 1 I I 1 / Q J J I I STOR. x l 1 I -F------------------I------1 � -- UNDE � I ISI 1 I I \ I \ GATE STOR. ,�� '-- �� i i a s STAIR 1 FOYER \ 10'-1 10'GEIL. j �� I I / v ♦ 10'-1 I/b" CE/IL. PLU5 5TEPDOWN / // i _--I I---' ,. FLEV. \ / I I / / I I I I \ I I / \ Equip. i--- ----� ��----------- \\-� - --� El I O ° O o '- //�� o r.: op -- 1 �\ 5K �T M. 1 I E \ 1 II I I Oen° ao 0 o J 1 / ----J 1 ---- - - -----I--- `� / 10'-I I/b" GEIL I I I 1 I 1 O O I o / r------------- ----J - 11 r---- �. ---_ -w/-BEAMS- ----�L-----� E I �� .1� 1`ll j 1 1 I I -- -�--- - -- - - --- ------ I °�°� ® Z w' j 1 I r-------------- I ----- - -� I F----- --------- --7 .= ^----'-1 1 1 1 II J I J I I 1 1 VE5 IBULE \ I I r----- 1 I I / 1 I 1 4 e to 1 m 1 1 1 I 10-1 !/b"GEIL. _----_ -- _--=_ _ RD.85H. I I q�/ O 10-1 1/b" j I \\ E3YOh1Bt / 1 1 1 % I \ / 1 ___ _ __ __ / I PLUS 5TEPDOWN I I m po 2 I I BUILT N GABS. ------- -------- ELEVATOR I I I I v t - I J / I r�' \\ _ _ l L ' j STEPS I I -IJ�L I / I ® I -- .. / , I I I r- Q06-1 IM 1 v / 1 I I GOAT GLO5. 1 1 1 1 I 1 , I \— N 10'-I I/b"GEIL. -} — ► I I 1 I I PROPOSE u, ---' �— 1 / D � � � UNCI GAE3INET L16H11N6 TO 13E INSTALLED WFfRE NOTED. I I \\ ---- i - i i L----- - �_J �� © r� �\ i I i i POOL LOCATION 1 CAa 1 -- J \\ L----®------------------- — } I ~\ 1 \ ABOVE SOFFINET L�16HTIN6 TO BE INSTALL®Yi•BiE NOTED. ___ \ \ I i 1 1 1 it q"WIDE 5HELVE5 1 I I J '! —� ------------- MUD RM. \ --- --- ----------T — \ \ ---- / —�-- / \ BUTLERS PANTRY 11 I KIT \\ i i-------------- ___ -- — _ r- 10'-1 I/b"GEIL. I I \ / 5TEPPIN6 5TONE5 O 10'-! IIb'' GEI / 10'-11/�" CE!L. \ I /� j i ® \\ 11 — L \ z I I ,i _ ~` \ �_ _\ _____________ 1 --- ` / �'3 \ 10'-I I/b" GEIL. o� WINE COOLER __ I 1\ -I - ------------- - -- ---- -- - / DEJ i a I I / `- T 1� / l \\ OPEN SH BELOW GNTR. - 7=* \ �1 I' I NEST LA_W�l f 1 \ ,I ---- 1 - i I --------'- -- I I Q Q PLU5ISTEPDOWN \ 1 i O. GABS ii t --- - -�' --- -- -f- 4- - x I I \ \ I I __ i 1 w ) \ I / \ -�z� vim. - -----_- r--- 1 / 1 ! I y� r LJ iof -171 KNIS TACK I / — J o , \ i 1 ► Kv » 1 LAUND-I —G----i i i I I / t ~� / Q� ` = I �; i $I/b cel. �, I ► I / \ 11 � � I j ° s S PS 1 52 F I F 1�0'-1 10,GEIL. I I l o / I X - S \ ° Q I/b GEIL. _ O�- u, iC I 1 ( TEPPIN6 STONES �i 1\ \` 10 I I/$ GEIL. ( �n O T { I I I 1 �- 1 I ! x I l / El El El P I 1 \ 1 I III Q 1 TERRACE 52" EJ PAVERS oI5UB5TRATE GUEST 1\ I \ i� _ / / -�� I I \ I I / / I OU-460 BATH \ N. -- _ / \ _ \ °�° I I ,;_- �\ ! // AP WT'ED CONToURS T HAIWWAPE __ __ �` AND ENG.PLANS , NITER DBL.OVEN o/ I / / I / -i� DREG \ \ 10'-1 1/b" GEIL./ \\ i MICRO. WARMING DRWR. 1F LINEN -- 1 / \ \ �- - - --- - E I = = 1 SEAT x I enu\ 1 II / 1 YP L— — GAB. I i \ I I I eRu ,:.�. JL- -SIL--- - J � PROVIDE ELEG TO SPA T WALL AT 42"AFF -------°---------- u-Z----1-1 - --`-- - ----- I I I ,.,AN IL�(ER ABV I I I enol t E------------------------- - _�__— =J LL_I_ - - -I---- --I_J� 1 -OPERABLE b h.GATE r 1 \ - - -- - PROVIDE ELEG.TO WELD. UCANTILEV�ABV. LJ \ --- \ - 5HUTTERS POOL EQUIP. L-- EXI5TIN ,3'GONG. ML.K TO BE REMOVED- ---A.C.CONDA A.G.COND.-2 —————————————PROVIDE E3EC.TO FOOL lu 6'h.PRIVACY FENCE b'H.PRIVACY FENCE 6 h.PRIVACY FENCE 4'h.POOL FENCE FLOOD ZONE "X" FLOOD ZONE "AO" 4 h.POOL FENCE ------___.__ 4 h.POOL FENCE 4 h.POOL FENCE o/ NEW 2'h. IMERLOGKIN6 Ck BLOCK RETAINING WALL 9 blame ELE07RIOAL LEOENC� U_ SPEC IFICATION5, PRICE SUMMA IES, AND CHANCE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN +� 110\/ DUPLEX RCPT.. O THERMOSTAT �1 THE PMP05E OF THI5 PLAN 15 O OBTAIN AN ELECTRICAL PERMIT. FIXTURE5, SWITCH LOCATIONS, II O PUSH BUTTON AND RECEPTACLE LOCATIONS WN ON TH15 PLAN MAY BE INACCURATE DUE TO FRAMING OR NUMBER INDICATES NOT. A.F.F. MECHANICAL GONFLICT5, 517E NDITION5, AND/OR BUILDING CODE REGUIREMENT5 0000 CHIMES ■ , T (� IIOV I SIDE SWITCHED 0 5 v THE PURCHASER WILL DO ANE GTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING �I INTERCOM STATION O 00 R E L E 0 T R 1 0 A L F L A N CONSTRUCTION. THIS WALK T WILL IDENTIFY THE PREDETERMINED LOCATIONS OF ® WEATHER PROOF OUTLET RECEPTACLES BY THE ELEGTRI TANS, IN ACCORDANCE WITH LOCAL BUILDING GORES. AT THIS Il j"P �► INT'ER+GOMPANEL TIME SELECTIVE I ❑ L CHT FIXTURE , PHONE AND N JACKS WILL E3E DETERMINED BY THE PURCHASE=R AS TO THE PREF LOCATIONS m 110 FLOOR OUTLET ® VOLUME CONTROL IIOV OUTLET ON GROUND TyNp WAY SWITCH ` Tam FAULT CIRCUIT Q ,417DITION�41.. �$: ��.-,�..n�- ---- . _ � 220v OU°I'LET THRF..E WAY SWITCH 1) THESE PLANS ARE DESICNE'.D TO BE IN GO LIANGE WITH THE ® GARAGE DOOR OPENER l STANDARDS E5TABL15HED IN SECTION 62B-55.00`7 °T) LIGHTS F PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE Ilevo T4 FOUR WAY SWITCH FLORIDA ADMINISTRATIVE CODE. USED ON SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED DEDICATED OUTLET 2) THE MAIN WIND FORGE RESISTING SYSTEM ARE DESIGNED FOR THE HOWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. SWIT y NOMe IN ACCORDANCE WITH SECTION b, AN51/A E -1-02 THE USE O UPLIC7HT5 15 STRONGLY DISCOURAGED AND IN M05T GASES QQ JUNCTION BOX To GH w/ DIMMER V "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER CANNOT APPROVED. E=XHAUST FAN SWITCH IN DOOR JAMB I) ALL 120 VOLT, SIN61E PHASE, 15 AND 20 AMP STRUCTURES" TO WITHSTAND THE WIND LO ASSOCIATED 8) HIGH IN ITV LIGHTING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALLINLIM BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED WITH A MINIMUM BASIC WIND SPEED OF 12 MPH. UTILIZE FADED LOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES IN DWELLING UNITS, FAMILY ROOMS, DINING INLINE EXHAUST FAN-LIGHT 1 MOTION SENSOR SWITCH 3) THE COMPONENTS AND CLADDING HAVE SELECTED SHALL BE KEPT TO A MINIMUM AND SHALL BE PO5ITIONEED AND MOUNTED TM3 ROOMS, DROO ROOMS, PARLORS, LIBRARIES, AND THEIR USE INCORPORATED INTO THE D 5ICN AND _ IN A MANNER SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE INS EXHAUST FAN-LIGHT-FUMI0I5TAT O DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS SPECIFICATIONS IN ACCORDANCE WITH SE TION b OF THE a SURFACE OF THE FIXUTRE I5 NOT V151BLE FROM ANY POINT ON THE; NESTING i� (MOISTURE PROOF) ® CEILING FAN PRE-WIRE Q „ OR AREAS SHALL BE PROTECTED BY A LISTED "MINIMUM DEVON LOADS FOR BUILDINGS A OTHER "ann BEACH. GEILINO MTV LIGHT 0 FILE C P q) ONLY LOW INTENSITY LIOHTINC SHALL BE UTILIZED IN PARKIN& AREAS THAT fi LOOD LIOW COMBINATION TYPE ARG-FAULT CIRCUIT STRUCTURES MENTIONED IN NOTE 2. ARE VISIBLE FROM ANY POINT ON THE NESTING BEACH. THIS LIGHTING SHALL INTERRUPTER ("A.F.G.I.") INSTALLED TO PROVIDE 1 WALL MTV LIGHT PROTECTION OF THE BRANCH CIRCUIT. C� BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HI&HER THAN 48" CEILING FAN 2) ALL 125-VOLT, SINGLE-PHASE, 15 AND 20 SYMBOL FIXTURE WILDLIFE LIC*MNG TOTAL. NAS OF BULB L.Lt-MINS, AND FLOOR TYPE OF MOUNT MOUNTING HEIGHT �✓ OFF THE GROUND AND SHALL BE P051TIONED AND SHIELDED SUCH THAT THE RECESSM LIGHT AMPE=RE RECEPTACLES INSTALLED IN (�., "�de ) CERTIFICATE N M R EACH FIXTURE (e 420 1.OGATION (erg,wall,pole,bol { �'1�� j_I>L�7NT1�11� �JI�,1�; POINT SOURCE OF LI&HT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE BATHROOMS,GARAGES, BOATHOUSES, AND ouurpa) 15 NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE LICHT � EYEBALL. CEILING FAWLIGHT r EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY GRADE-LEVEL PORTIONS OF UNE=INISNED Q SPJ LIGHTING I TRF-AIq-OUO-02 AMBER LED. FIRST FLOOR WALL MOUNT +-q'-q" (FROM GRADE) I) LICFfTS �HIULD NOT BE PLACED ON THE SEAW,4RD SIDE OF THE SUB.JEGT ILLUMINATE THE NESTING BEACH. RECESSED MOISTURE GHBGK® EBV: ACCESSORY BUILDINGS USED FOR STORAGE OR I SPJ4q-02 2 46 LUMENS PROPERTY OR IN ANY LOCATION V1515LE FROM THE NESTING BEACH. ' PROOF LIGHT TRACK LIGHT 0 " 10) PARKING LOTS AND ROADWAYS, INGLUDIN6 ANY PAVED OR UNPAVED AREA AREAS,WORK OUTDOOR RECEPTACLES (MIN. ONE SPJ LIGHTING I TRF-AIq-OUO-02 AMBER L.E.D. FIRST FLOOR WALL MOUNT +-1-2 (FROM ORADFa 2) LIGHTS POSITIONED SEAWARD OF THr= LANDWARD TOE OF THE DUNE ARE At FRONT AND BACK SE UNIT), AT AND ONE 5PJ4q-02 2 46 LUMENS UPON WHICH MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR ® WALL SCONCE Z V II- LOCATED A CONDENSER UNIT), At OR BELOW BEACHSIDE LIOHTINC 2008-08 1 MR Ib 6U 5.3 AMBER L.E.D. FIRST FLOOR CEILING MOUNT 10'-� 1/8" PROHIBITED. P051TIONED SUCH THAT VEHICULAR HEADLIOHT5 DO NOT CAST LIGHT TOWARD l� PANEL O D N 11�4�15 GRADE CRAWL SPACES, UNFINISHED BASEMENTS, � '� L-016-F-LED-A 3 150 LUMENS 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE L16HT FIXTURE OR ONTO THE NESTING BEACH. HEDGES, NATIVE DUNE VEGETATION, AND/OR v NE OUTLET KITGI-TEN COUNTERTOP SUf ACES, OUTLETS WITHIN MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEAD}}. OTHER GROUND-LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS R+ MODEM LINE �, ,F� BEAGHSIDE LIGHTING 2008-00'7 I MR Ib 6U 5.3 AMBER LED. FIRST FLOOR WALL MOUNT 2'-0" �.. Z � 1/4 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, L-012F STEPLIISHT 8 150 LUMENS ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER 71AROUGH DIRECT OB.EGTIVE. ® TELEPHICM FLOOR OUTLET S CONY, DECK, OR PORCH IROUN TER THAN 20 " ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION 15 II) DURING CONSTRUCTION, TEMPORARY SECURITY LIOFfTIN6 DURING THE MAIN H GABLE N OUTLET 2' x 4' FLUOR FIXTURE O W BEAGH5I TE LIGHTEN& 2008-007 I MR Ib 6t1 5.3 AMBER LED. FIRST FLOOR WALL MOUNT 3-4 I/2 PROHIBITED. PORTION OF THE MARINE TURTLE NESTING SEASON (MAY I-OCTOBER 31) V m 4673 SGiIJARE FEET), SHALL HAVE CxROUND-FAULT � � L-012F STEPLI&HT 2 150 LUMENS JM NUMOM CIRCJUIT INIT RRUPTER C"C:FC.I.") PROTECTION FOR Q BEAC451DE LIGHTING 200b_OCr7 q I MR Ib CU 5.3 AMBER L.E.D. SECOND FLOOR WALL MOUNT I2" 4) COMPLETELY SHEILDED DOWNLICHT5 WITHOUT INTERIOR REFLECTIVE 15 STI ONOF HE MARINE TU IF ABSOLUTELY NECESSARY, THESE R 51) L-012F STEPLIOHT 150 LUMENS SURFACES ARE PREFERRED. ALL PROPOSED FIXTURES SHALL BE SHALL BE LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS � �DETECTOR MONOXIDE 3)ALL ELECTRICAL WIRING TO BE IN o .� BEACHSIDE LICHTINC 2008-001 6 1 MR 16 6U 5.3 AMBER L.E.D. THIRD FLOOR WALL MOUNT 12" APPROPRIATELY SHEILDED, LOUVERED, AND/OR RECESSED. SHALL BE COMPLETELY SHIELDED AND LOW-MOUNTED. LOW PRESSURE 10" x 4' FLUOR FIXTURE �+ 0 W 2�I7�I6 ACCORDANCE WITH ARTICLE 200 OF NEPA 10A L-012F STEPLI6HT 150 LUMENS 5) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, 50DIUM VAPOR LAMPS OR LOW KA%TTAOE YELLOW "BUO" TYPE 5UL55 SHALL 0— A1.ARM KEEYPAD W > 4) ELECTRICAL INSTALLATION t0 MEET THE u Q LUMASGAPE 2012-001 3 W LED RED - ORANGE FIRST FLOOR RECESSED WALL I'- 1'-6" FROM BTM GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. BE UTILIZED. UNDER NO CIRGUMSTANCE5 SHALL THESE LI&HT5 DIRECTLY OR )� 56GURITY C,q r O Dy,19 ND= LS 333 ANS-2 LED 2 35 LUMENS FROM BTM OF SPA OF SPA b) LIGHTS PROP05ED FOR THE SEAWARD SIDE OF THE SUBJE=CT PROPERTY INDIRECTLY ILLUMINATE ANY AREA OF THE NESTING BEACH. � TUBE LIGHT � ? Z REQUIREMENTS OF THE 2011 NEC. r� L.UMASCAPE 2012-001 3 W LED RED - ORANGE FIRST FLOOR RECESSED WALL 1'- I'-6" FROM BTM MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR 12) D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN Z 5) 1009- OF ALL INTERIOR AND EXTERIOR L5 333 AN5-2 LED 8 3S LUMENS FROM BTM OF POO OF POOL LOW WATTAGE (AT EIT OR SHIEL "BUG" TYPE BULBS. THESE &UIDELINES. + GHAND/PENDANT LIGHT =====x L.IOHT PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. O U) &or Is AS , s$ Cat � o z 0 coo 1 00 C%21 COJ � 90 a CEDAR BRAGKET5 3"x5 I/2"CEDAR BEAM n �_ n n I r I I I I I I I I 1 UNDER CABINET LI6HT1N6 TO BE INSTALL®WE12E NOTM. O I II ABOVE CABINET LIGHTING TO BE INSTALL®Y� n NOTED. n - ____ n II :3 I --------- --------- - 1I IL TO FIXTURE5 # 4-1 i i 1i 1 i i i SWITCH AB\(.E=— - I I I ---- 1L I I — 'r--� ��-----�J A.H.U-1 \ I ti— _ 1 IL I I T, ?; �; -- T-------- 1st FL. I ' S. Y I ',( II;5 `�FAAllll \ 1 1 j III L___-J `�•�/ 1 _ I I `,.) .��ILL J' IILI� I 1 I H - I L_ -_L1J I I 1 I I IT 3 I Ja,-----+- ---� J I --� 1 1 ---- III // >� `-- r / -- I I / / I , 1 C , I III , , , ) r--- I I L \ c i i / I.M. - - \ \ LTJ I I / __ - , 1 L- /i J / / V i- - \ -------- 1 / z I -I `v L \ /' �--CEDAR BRACKETS ►H7 �q, Lu \ ---- 1 \ UNEIN. \ �� U.G.REF. i / j t--3"x5 I/2"CEDAR SEAM \ \ 1' KE6 I a' 1 i I I MECH. `\ / '- 5TOR I I I II � , • , �` I \ 1 q'-I I/b" GEIL. 1 ------ (3) BEER\ -- TAPS / Q �------------ -----� �____-------? ----CLOS---- ---------, ---- \ I I O I �----J / L RD.45H. 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A.F.F. 0000 GH1ME:5 MECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING GORE REQUIREMENTS V IIOv I SIDE SWITCHED ® SPEAKER O — THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING Q INTERCOM STATION CONSTRUCTION. TH15 WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF TMP INTERCOM PROOF OUTLET INTERCOM PANEL 0 E E G T A L RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE L16HT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE M 110 FLOOR OUTLET 0 VOLUME CONTROL PURCHASER AS TO THE PREFERRED LOCATIONS ?® I 10 OUTLET ON &ROUND THO WAY SWITCH O Sri FAULT CIRCUIT AMITIONAL. NOTES ------ _ - - ._ __ . ,_Y ...,, . .� 220v OUTLET THREE WAY 5WITCH I NED TO BE IN COMPLIANCE WITH THE WO GARAGE DOOR OPEN82 FOUR WAY SWITCH I) THESE PLANS ARE DE5 6 STANDARDS ESTABLISHED IN SECTION 62B-33.00'7 'i) LI6FiT5 FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE T 4 ESTABLISHED CODE. USED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED ® DEDICATED OUTLET FLORIDA AD FOR THE LANDWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. Ao ' O SWITCH w/DIMMER 2) THE MAIN WIND FORGE RE515TINO SYSTEMS ARE DESIONED IN ACCORDANCE WITH SECTION b, AN51/A :E '7-02 THE USE OF UPLI64T5 15 STRONGLY DISCOURAGED AND IN MOST GASES Q JUNCTION BOX l 'TI NOM "MININMUM DESIGN LOAD5 FOR BUILDIN65 IND OTHER Tj CANNOT BE APPROVED. IUB EXHAU�T FAN 5WITGH IN DOOR JAMB `n I) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP STRUCTURES" TO WITHSTAND THE WIND LO ASSOCIATED 8) HIGH INTENSITY LIGHTING, SUCH A5 THAT PROPOSED FOR ROADWAYS, SHALL 0 Ju BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. UTILIZE SHIELDED LOW PRE55URE SODIUM LAMPS. THE NUMBER OF FIXTURES J jNE EXHAUST FAN-LIGHT � MOTION SEN50R SWITCH M O IN DWELLING UNITS, FAMILY CwROOMS,TLDINING 3) THEAMINIMUM COMPONENTS AND CLADDING HAVE BE SELECTED SHALL BE KEPT TO A MINIMUM AND SHALL BE POSITIONED AND MOUNTED 1� filROOMS LEY, U ROOMS, PARLORS, LIBRARIES, _ IN A MANNER SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE -�-H 1tLL-11� �15��LIQ-HUMIDISTAT ® ® QL AND THEIR USE INCORPORATED INTO THE D .516N AND a , SURFACE OF THE FIXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NE5TIN6 r� CEILING FAN PRE-WIRE DENS, BEDROOMS, 5UNROOM5, RECREATION SPEGIFICATION5 IN ACCORDANCE WITH SECTION 6 OF THE BEACH. GEILIN6 MTV LIGHT FLOOD LIGHT 0 ROOMS, GLO5ET5, HALLWAYS, OR 51MILAR ROOMS "MINIMUM DESIGN LOADS '=0R BUIL.DIN65 A OTHER OR AREAS SHALL BE PROTECTED BY A LISTED STRUCTURES" MENTIONED IN NOTE 2. q) ONLY LOW INTEN51TY LIGHTING SHALL BE UTILIZED IN PARKIN& AREAS THAT � COMBINATION TYPE ARG-FAULT CIRCUIT ARE VISIBLE FROM ANY POINT ON THE NE5TIN6 BEACH. TH15 LI&HTIN6 SHALL Vi WALL MTV LIGHT INTERRUPTER ("A.F.C.I.") INSTALLED TO PROVIDE it II PROTECTION OF THE BRANCH CIRCUIT. BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 46" CEILING FAN S OFF THE GROUND AND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE - RECD LIGHT SYMBOL FIXTURE WILDLIFE LIC*MN6 TOTAL NUMBER OF BULB LUMENS AND FLOOR TYPE OF MOUNT MOUNTING HEIGHT POINT SOURCE OF LI&HT OR ANY REFLECTIVE SURFACE OF THE L16HT FIXTURE RECESSED EYEBALL DRAW BYs 2) ALL 125-VOLT, SINGLE-PWASE, 15 AND 20 HOME LIE7WIN0 00I .I1 5: (e , model name CERTIFICATE NRR EACH FIXTURE TYPE (e 420 LOCATION (erg.,wall,pole,bollar 15 NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE LIGHT CEILING FANLIGHT W Z AMPERE RECEPTACLES INSTALLED IN or s�toak rwmber,) I ) EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY gY= BATHROOMS,CsARAC%ES, BOATHOUSES, AND 1) L16HTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE THE NESTING BEACH. {'} MOISTURE O GRADE-LEVEL PORTIONS OF UNFINISHED Q SPJ LI&HTIN6 2 I TRF-AIq-OUO-02 AMBER LED. FIRST FLOOR WALL MOUNT +-q-q (FROM GRADE) O n, IN ANY, LOCATION VISIBLE FROM THE NESTING BEACH. T"� PROOF LIGHT ACCESSORY BUILDINGS USED FOR STORAGE OR 5PJ4q-O2 46 L.UM� OR 10) PARKIN6 LOTS AND ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA TRACK LIGHT V � G � WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE J Q SPJ L16HTING 2 1 TRF-AIq-OUO-02 AMBER LED. FIRST FLOOR WALL MOUNT +-"7'-211 (FROM 6RADE) 2) LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE ARE UPON WHICH MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR ® WALL SCONCE � O 11/4/15 AT FRONT AND BACK OF DWELLING:, AND ONE '''I SPJ4q-02 '4'6 LUMENS PROHIBITED. POSITIONED SUCH THAT VEHICULAR HEADLIGHTS DO NOT CAST L16HT TOWARD v TELEPHONE LOCATED At CONDENSER UNIT), AT OR BELOW BEACHSIDE L16HTIN6 2008-08 3 1 MR 16 &U 5.3 AMBER L.E.D. FIR5T FLOOR CEILING MOUNT 10'-'1 I/8" 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE OR ONTO THE NESTING BEACH. HEDGES, NATIVE DUNE VEGETATION, AND/OR OUTLET m PANEL O N GRADE CRAWL SPACES, UNFINISHED BASEMENTS, L-016-F-LED-A 150 LUMENS OTHER GROUND-LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS �r TELEPHONE MODEM LINE � (n KITCHEN COUNTERTOP SUI�ACES, OUTLETS WITHIN MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. o BEAGHSIDE LIGHTING 2008-00'7 8 I MR Ib 6U 5.3 AMBER L.E.D. FIRST FLOOR WALL MOUNT 2'-0" ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT OBJECTIVE. ® TELE�'HONE FLOOR OUTLET Z � 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, L-012F STEPLI&HT 150 LUMENS ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION 15 11) DURING CONSTRUCTION, TEMPORARY 5ECURITY LI&HTIN6 DURING THE MAIN 2' x * FLUOR. FIXTURE 00 m JOB N MSM BALCONY, DECK, OR PORCH (GREATER THAN 20 BEACH5IDE LIGHTING 2008-00-7 1 MR 16 6U 5.3 AMBER L.E.D. FIRST FLOOR WALL MOUNT 3-4 I/2 PROHIBITED. PORTION OF THE MARINE TURTLE NESTING SEASON (MAY I-OCTOBER 31) H GABLE TV OUTLET SQUARE FEET), SHALL NAVE 4615 CxROIJND-FAULT ' L-012F 5TEPLI&HT 2 150 LUMENS „ 4) COMPLETELY SHEILDED DOWNLICHT5 WITHOUT INTERIOR REFLECTIVE 15 STRONGLY D15COURA&ED. IF ABSOLUTELY NEGE55ARY, THESE LIGHTS SMOKE/CARBON MONOXIDE CIRCUIT INTERRUPTER ("CsFC.I.") PROTECTION FOR BEA 44SIVE LI&HTIN& 2008-00'1 q I MR 16 6U 5.3 AMBER LED. SECOND FLOOR WALL MOUNT 12 SURFACES ARE PREFERRED. ALL PROPOSED FIXTURE5 SHALL BE SHALL BE LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS � DETECTOR Q PERSONNEL. L-012F 5TEPLI&HT 150 LUMENS 10" x 4' FLUOR FIXTURE W BEAGH5IDE LIGHTING 2008-00? I MR Ib 6U 5.3 AMBER L.E.D. THIRD FLOOR WALL MOUNT 12" APPROPRIATELY SHEILDED, LOUVERED, AND/OR RECESSED. SHALL BE COMPLETELY SHIELDED AND LOW-MOUNTED. LOW PRESSURE 0— ALARM KEYPAD � LL > 3)ALL ELECTRICAL WIRINCs TO BE IN o Q 65) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, SODIUM VAPOR LAMPS OR LOW WATTAGE YELLOW "BUG" TYPE BUL55 SHALL �/� ,4CCORDANCE WITH ARTICLE 200 OF NFPA 10A L-012F STEPLICHT 150 LUMENS 6ROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. BE UTILIZED. 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O THERM05TAT `1 THE PLRP05E OF THI5 PLAN 15 TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, 5WITGH LOCATIONS, �( 0 PUSH BUTTON AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING ORS IVU BER INDICATES H6T. A.F.F. 0000 GH1T 5 MECHANICAL CONFLICT5, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS V IIOv I SIDE SWITCHED Ju 0000 SPEAKER O — THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANA6ER DURING IR INTERCOM STATION 1 0 0 E E 0 T A L A N CONSTRUCTION. THI5 WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF WEATHER PROOF OUTLET RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDIN6 CODE5. AT THI5 CEJ INIERGOM PANEL M TIME, SELECTIVE L16HT FIXTURES, PHONE AND TV JACK5 WILL BE DETERMINED BY THE m 110 FLOOR OUTLET ® VOLUME CONTROL LLI PURCHASER AS TO THE PREFERRED LOCATIONS ® IIOv OUTLET ON GROUND TO 4 � FAULT CIRCUIT T KAY SWITCH a AdMITIONAL. NW7T Ss -__-- -- 220V OUTLET THREE WAY SWITC44 I) THESE PLANS ARE MSIOESTABLISHED I TO BE IN COMPLIANCE WITH THE 7) LIGHTS FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE TacoFOUR DOOR OPENER tu FOUR WAY 5WITGH STANDARDS ESTABLISHED N SECTION 628-33.0 '7) �4 FLORIDA ADMIN15TRATIVE GODS. USED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED ® DEDICATED OUTLET -A FOR THE LANDWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. Aa �+ 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE >E516NEDp SWITCH K/ DIMMER V IN ACCORDANCE WITH SECTION b, AN51/A5CE -7-02 THE USE OF UPLIOHT5 15 5TRONOLY D15GOURAOW AND IN M05T GASES Q JUNCTION BOX "MININMUM DE516N LOADS FOR BUILDINGS AND O BE 1) ALL 120 VOLT, 51N6LE PHASE, 15 AND 20 AMP STRUCTURES TO WITHSTAND THE WIND LOADS IATED 6) HI6FiN INTENSITY L APPROVED. (ID SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL (ID INLINE �'�T FAN r5WITGH IN DOOR JAMB BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. UTILIZE SHIELDED LOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES INS EXHAUST FAN-1-1644T 1 m IN DWELLING UNITS, FAMILY ROOMS, DINING 3) THE COMPONENTS AND GLADDIN6 HAVE BEEN SELECTED SHALL BE KEPT TO A MINIMUM AND SHALL BE P051TIONED AND MOUNTED MOTION SENSOR SWITCH 0 ROOMS, LIVIN6 ROOMS, PARLORS, LIBRARIES, AND THEIR USE INCORPORATED INTO THE DE516N AND _ IN A MANNER SUCH THAT THE POINT 50URCE OF LIGHT OR ANY REFLECTIVE A INS EXHAUST FAN-L ROOF UMIDISTAT C1 DENS, BEDROOMS, SUNROOM5, RECREATION SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE SURFACE OF THE FIXUTRE 15 NOT VISIBLE FROM ANY POINT ON THE NESTING r.r (MOISTURE PROOF) ® CEILING FAN PRE-WIRE ROOMS, CLOSETS, HALLWAY5, OR SIMILAR ROOMS 'MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER BEACH. - GEILIN6 MTV LIGHT FLOOD LIE�I•IT OR AREAS SHALL BE PROTECTED BY A LISTED STRUCTURES MENTIONED IN NOTE 2. q) ONLY LOW INTENSITY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT 1 I COMBINATION TYPE ARG-FAULT CIRCUIT ARE VISIBLE FROM ANY POINT ON THE NESTING BEACH. THIS LIGHTING SHALL {}{ WALL MTV LIGHT INTERRUPTER ("A.F.C.I.") INSTALLED TO PROVIDE T I PROTECTION OF THE BRANCH CIRCUIT. BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 48" �. OFF THE GROUND AND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE - RECESSED L16HT ILIN6 FAN S PRAM BY, 2) ALL 125-VOLT,SINGLE-PI-LASE, 15 AND 20 SYMBOL FIXTURE WILDLIFE LIGHTING TOTAL NUMBER OF BULB LUMENS AND FLAOR TYPE OF MOUNT N6 HEI6HT POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE L16HT FIXTURE � AMPERE RECEPTACLES INSTALLED IN s,m ell�� CERTIFICATE NJN�R EACH FIXTURE I(a.g. 420 LOCATION (e.g.,wall,pale,bollard) HOME LIS�MNS QUI�-IMSs IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE L16HT {� REGE� EYEBALL. BATHROOMS,CsARAGES, BOATHOUSES, AND mEput CEILING FAN/LI6HT EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY Z � GRADE-LEVEL PORTIONS OF UNFINISHED Q 5PJ L16HTIN6 2 I TRF-AI4-OUO-02 AMBER L.E.D. FIRST FLOOR WALL MOUNT +-q' " (FROM GRADE) 1) LI6HT5 S iOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT ILLUMINATE THE NESTIN6i BEACH. M015TURE Q ' ACCESSORY BUILDINGS USED FOR STORAGE OR I 5PJ4q-02 46 LUMENS " PROPERTY OR IN ANY LOCATION V1515LE FROM THE NESTING BEACH. 10) PARKING LOTS AND ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA �' PROOF LIGHT TRACK LIGHT F' O WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE SPJ L16HTIN6 2 [�!6� I T LUMEN5 -OUO-02 AMBER LED. FIRST FLOOR WALL MOUNT +=1- (SROM GRADE) 2) LIGHTS P051TIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE ARE UPON WHICH MOTORIZED VEHICLES WILL OPERATE SHOULD BE DE516NED OR ® WALL 5C-ONCE Z V r PATIL At FRONT AND BACK OF DWELLING, AND ONE 5PJ4q-02 La1h�EPLS PROHIBITED. P051TIONED SUCH THAT VEHICULAR HEADLI6HT5 DO NOT CAST LIGHT TOWARD O 11/4/15 LOCATED AT CONDENSER UNIT), At OR BELOW Q BEACH5IDE LI614TIN6 2006-06 3 1 MR 16 6U 5.3 AMBER LED. FIRST FLOOR CEILING MOUNT 101-11/6" 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE L16HT FIXTURE OR ONTO THE NESTING BEACH. HED&E5, NATIVE DUNE VEGETATION, AND/OR v TELEPHONE OUTLET m PANEL Q w ED N GRADE CRAWL SPACES, UNFINISHED BASEMENTS, '� L-016-F-L -A 150 LUMENS OTHER GROUND-LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS R+ MODEM LINE SC+AI-E� u_ u KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. o BEAGHSITE LII&HTN6 2008-007 6 I MR Ib 6U 5.3 AMBER LED. FIRST FLOOR WALL MOUNT 2'-0° ILLUMINATION OF ANY AREA OF THE NE5TIN6 BEACH EITHER THROU6H DIRECT OBJECTIVE. z 1/411=11 �4 - 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SWIGS: � L-012F STEPLI6HT 150 LUMENS � � � FLOOR OUTLET � ZQ W `� BALCONY, DECK, OR PORCH !GREATER THAN 20 " ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION IS 11) DURING CONSTRUCTION, TEMPORARY SECURITY LI6HTIN6 DURING THE MAIN 2' x 4' FLUOR. FIXTURE BEAGHSIDE LIGHTING 2006-00'1 I MR I6 6U 5.3 AMBER LED. FIRST FLOOR WALL MOUNT 3-4 1/2 H CABLE TV OUTLET Numem SQUARE FEET), SHALL HAVE GROUND-FAULT Q L-012F STEPLI6HT 2 150 LUMEN5 PROHIBITED. PORTION OF THE MARINE TURTLE NESTING SEASON (MAY I-OCTOBER 31) 0 m 4673 CIRCUIT INTERRUPTER ("GF.C.I.") PROTECTION FOR BEACH5IDE LI6HTIN6 2006-00'7 1 MR 16 6U 5.3 AMBER L.E.D. SECOND FLOOR WALL MOUNT 12" 4) COMPLETELY SHELVED DOWNLIGHTS WITHOUT INTERIOR REFLECTIVE 15 STRONGLY DISCOURAGED. IF ABSOLUTELY NECESSARY THESE LICHT5 SMOKE/ CARBON MONOXIDE - PERSONNEL0 � L-012F 5T7=PLIGHT q 150 LUMENS SURFACES ARE PREFERRED• ALL PROPOSED FIXTURES SHALL BE SHALL BE LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS m DETECTOR 10" X 4' FLUOR. FIXTURE � Q W APPROPRIATELY SFEILDED LOUVERED AND/OR RECESSED. SHALL BE COMPLETELY SHIELDED AND LOW-MOUNTED. LOW PRESSURE 3)ALL ELECTRICAL WIRING t0 BE IN o Q BEACHSIDE LIGHTING 2006-00'1 6 I MR Ib 6U 5.3 AMBER LED. THIRD FLOOR WALL MOUNT 12" 0— ALARM KEYPAD LL > ACCORDANCE WITH ARTICLE 200 OF NFPA -10A T L-012F 5TEPLI6HT 150 LUMENS 5) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, SODIUM VAPOR LAMPS OR LOW WATTAGE YELLOW 'BUG" TYPE BULBS SHALL ri LUMASGAPE 2012-001 3 W LED RED - ORANGE FIRST FLOOR RECE55M WALL 1'-b" I' " FROM BTM �U� LEVEL- FIXTURES, OR LOW WALL MOUNTS. BE UTILIZED. UNDER NO CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR ��4 ��•E(�UR1TM CAMERA W Z pyrg r{p; 4) ELECTRICAL INSTALLATION t0 MEET THE u LS 333 ANS-2 LED 2 3S LUMEN5 FROM BTM OF SPA SPA 6) LIGHT'5 PROPOSED FOR THE 5EAWARD SIDE OF THE SUBJECT PROPERTY INDIRECTLY ILLUMINATE ANY AREA OF THE NESTING BEACH. TUBE LI6FfT Z REQUIREMENTS OF THE 2011 NEC. Q LUMAr:;,CAPE 2012-001 3 W LED RED - ORANGE FIRST FLOOR RECESSED WALL 1'-6" I' " FROM BTM MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR 12) D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN GHANOMENDANT LIGHT =_____� LIGHT U) 5) 1009. OF ALL INTERIOR AND EXTERIOR q L5 333 ANS-2 LED 6 3.5 LUMENS FROM BTM OF POOL POOL LOW WATTAGE (i.e., 50W OR LESS) "BU6" TYPE BUDS. THESE GUIDELINE5. + Q V) PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. AlacrAl &