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2349 SEMINOLE REACH CT - NEW HOME ARCH DWGS Lli Q H W W Z v) cy Z cl > 0 KA 1 ,- A \ Rl� S o w CH 0U2341,:� ATLANTIC BEACH , FLORIDA 32233 0 o U� J , 0 N W � �� a Z ' .000 u H -y E > 5 0 0 D U 00 min 0 10 a (14 cv co 0 0 00 C/1 0 co F� S W > _c ° v r i-�-I 8 m�a W Q m mN c U p Q -F m CD 0 0. 0 o °� ul i It n O co m al 0 0 a, 0 REVIEWED FOR CODE COMPLiA NC1& CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIRENIENTS:AND COWTIONS REVIEWED .. KAP LAN RESIDENCE ZONING - CITY OF ATLANTIC BEACH INDEX OF DRAWINGS AREA TAKE—OFFS W CATEGORY REQUIRED ACTUAL AO COVER SHEET Ell IST FLOOR ELEC DIAGRAM, SCHEDULE, LEGEND ZONING TYPE RG-M SINGLE FAMILY RESIDENCE r 1 All SITE PLAN E1,2 2ND FLOOR ELEC DIAGRAM CONDITIONED SQ. FT. COVERED PORCHES/PORCHES SQ. FT. MINIMUM LOT WIDTH 75' 4544' (EXEMPT FROM WIDTH) Z A1,2 FULL SITE PLAN E1,3 3RD FLOOR ELEC DIAGRAM FIRST FLOOR 892 SQ. FT. FIRST FLOOR PORCHES 300 SQ, FT. MINIMUM LOT AREA 7,500 SF 10,832 SF � TO EROSION CONTROL LINE W � A2,1 FOUNDATION TEMPLATE ATTACHED SECOND FLOOR 1,426 SQ, FT. SECOND FLOOR PORCHES 432 SQ, FT, ® N A3,1 IST FLOOR PLAN SEE STRUCTURAL ENGINEERING SHEETSIMPERVIOUS SURFACE 50% 5,416 SF 32% = 3,497 SF � A3.2 2ND FLOOR PLAN FOR STRUCTURAL SHEET INDEX THIRD FLOOR 1,473 SCS, FT. THIRD FLOOR PORCHES 132 SQ, FT, 38' 61/2" CI) OU 0 A3, 3 3RD FLOOR PLAN SETBACKS FRONT 20--O- A41 EXTERIOR ELEVATIONS TOTAL 3,791 SQ, FT, TOTAL 864 SQ. FT. SIDE 15'-0" COMBINED/ NORTH = 6-6" SOUTH = 8'6- _r w MINIMUM 5-0" 0 A4,2 EXTERIOR ELEVATIONS W I j A5,1 BUILDING SECTIONS REAR 20'-0" N/A DUE TO LOT HIGH WATER LII MAXIMUM HEIGHT 35'-0" MAX AT 34'-10" W BASED ON CALCULATED, Z W U A6,1 WALL SECTIONS A6,2 WALL SECTIONS GARAGE 608 SQ. FT. TOTAL UNDER ROOF SQ. FT, AVERAGE GRADE = 20'-6') -i W A6,3 WALL SECTIONS 0 HEATED 3,791 SQ. FT. � 00 A6,4 WALL SECTIONS I A6,5 WATERPROOFING DETAILS UNHEATED 608 SQ. FT. W �— ED Z COVERED PORCHES 864 SQ, FT. 0 11 -1 TOTAL 5,263 SO, FT. �0 � N Q TO '�"`� W H ZONING - CITY OF ATLANTIC BEACH = I r o SITE PLAN LEGEND SITE PLAN NOTES ICATEGORY REQUIRED ACTUAL ZONING TYPE RG-M SINGLE FAMILY RESIDENCE BUILDING FOOTPRINT PRO (DED SITE INFORMATION FROM SURVEY CONCRETE I — — — PROPERTY LINE BOATWRIGHT LAND SURVEYORS, INC. POOL BY- MINIMUM LOT WIDTH 75' 45 44 (EXEMPT FROM WIDTH) —--— SETBACK LINE 1500 ROBERTS DRIVE I JACKSONVILLE BEACH, FLORIDA DECK (n MINIMUM LOT AREA 7,500 SF 10,832 SF --- --- TOPOGRAPHY CONTOURS 904-241-8550 J TO EROSION CONTROL LINE n. O SITE FEATURES 2) FLOOD ZONE, PER SURVEY THIS LOT 0 N IS IN ZONES 'X' AND 'AO (DEPTH 2T W IO -0 IMPERVIOUS SURFACE 50% = 5,416 SF 32% =3,497 SF X SILT FENCE FLOOD ZONES. THE HOUSE IS LOCATED ~ 0 CA RATIO WITHIN ZONE X. w + (0,0) EXISTING SPOT ELEVATIOS � 00 SETBACKS FRONT 20-O 38-6 1/2 3) G.C. TO (SPECT FOR DEAD TREES, + 0.0 NEW SPOT ELEVATIONS VERIFY W/ OWNER PRIOR TO REMOVAL. r,-� O SIDE 15'-0" COMBINED/ NORTH = 6'-6" SOUTH = 8'-6" 4) G.C. TO PROVIDE POSITIVE DRAINAGE r MINIMUM 5'-O" ^��^� DRAINAGE AWAY FROM HOUSE. REVIEW ANY REAR 20'-O" N/A DUE TO LOT HIGH WATER LINE L,I,F. LOCATE IN FIELD DIFFICULT CONDITIONS W/ ARCHITECT, 5) G.C. TO PROVIDE PVC CONDUIT UNDER �t7 100 MAXIMUM HEIGHT 35-0 MAX AT 34'-10 AREA OF PAVING/PATIO DRIVES AND WALKS AS REQUIRED FOR BASED ON CALCULATED �1 SPRINKLER SYSTEM, LANDSCAPE Cn � AVERAGE GRADE = 20-6 ! I LIGHTING, ETC. COORDINATE REQUIREMENTS E5i/�/ice AREA OF FILL W/ ALL SUB-CONTRACTORS AS WELL m D --� I p / AS OTHER TRADES N.I.C. ^ N Q z p J I ������� 100 10 AREA OF DUNE RESTORATION 6) FILL AREAS ON LOT AS SHOWN. [ O z N co Q v0,� m � 20.4" COASTAL CONSTRUCTION CONTROL LINE I U co N — '�p 0 O MAP BOOK C , PAGES 72 — 72H I N (D F o '0 I _ x > go - --< POOL NOTES 0 N O 19.0' X I (1 U c;l I L'-J 1) POOL TO BE PERMITTED W o pZI ^ 2! POOL MAY BE INSTALLED LATER. a/ p STAIRS WILL BE REMOVED AT THAT TIME. W N 0 �I Q 3) POOL LIGHT PER ELECTRIC PLAN � p 2l0' 74=113/4" O a Q I -' SEAWARD 8MNSION OF DUNE RESTORATION J z L L_ O c 0 N a 7Y-2"" ' = a SEAWARD EXTENSION OF FILL AND SOD \ I I p a _ o _0� U ' t > U p W m I � M 6m�Q I 67=10 3/�4s' \\ I , W Q N d RETAINI9*ALL \ i I OFFICIAL RECORDS4-U' ,- \ I U Q 0 W / +/- TALL \ \ I t 1 I ~-I 0 ' BOOK 5765 ,,- WOOD RETAINNG'WALL \ \ ', \ 'I �+ 00 rL RETAINNG WALL PAGE 1184 /' ,' �� PER 8/A6.4,TOP OF TOP AT +/-V-a' i , / _ WALL AT +/- 16-6- FOUND 6 6 FOUND 1/2" IRON PIPE, NAVD (VERIFY IN 90.47 TO FORMER CCCL PER PLAT ,>� '' ' �,. ' ' NAVD-(VERIFY IN FIELD) CAP ILLEGIBLE FIELD) NORTHING = 2,190,398.6 °WooN 6' N 89-43-35 E / �/� / ' //r //i POOL FASTING = 530,389.8 / ' _o' ' ' ;,4-N 89-43-35 E,,- 3`8.0`8' FIEL`Q) \\ 2`38,Q9'`\ 90.3T TO CURRENT CCCL / /POOL / r \ V1111 I25 NOTE:, POdL FEN�� SWAL�8H NOT OWN HERE73•123 / • / . /! " ;/ j/ ,,� � fes/ / j� / � j // /, / �\�� \\ \\ �, �\ ��\ ��\ `� ���' ��� ��' ��^�\ ��\ � t ` — /-/J- — — X/ / \ \\ \ 'sF - ��� � . I . • I •I : I` I .I I' •I 1 . , / � � / / 7 ' l l � r� '/'• • i' - ,' / /. ,. / // // / -/ /� // // j/ ///j/�/ �%/ 1 / 7 s r I I I• . I � 17, -'151/2" +. i POOL - EO o . N (DOTTED) _// II. GARAGE // / / / / HOUS , tl t 1 '' ' // ////// �//� Ttf/f/%//�%//�`�//%�////�/ //y%/%/, '\\�. / 77 7 >> ,- w DRIVEWAY , I• / T�P OF AB / / /; / TOP OF AB i t I I: ( / ,�� /T�/G/ ///// /�� / / /iL/ // //r �/ r ✓ / / 11 ao co �— D'-8" VD / / / / / /18'-O•' Vp 1 -� t S // // �,G / // // // /� /f �// / / / r ,/ zd' I. PAVERS( 1 C� , . f / _ / // // / / d + ---- I' E SEE DETi IL.. i -- 18 O I SL I I 7.yA6,4 ; I' , / / / / / / I I ; . i o >?.00L / / // //-/%/ // / RESTORATION LANDSCAPING ``--- II / / // II I t` , ,\ . DESK . j / j j1 /// / r/� /� \ / PROK/IDE� SEA OATS IN ROWS\ _ O I I I i I / / / / 1.. _ 19 I .. I BALCONY—ter• I I / / ' i��. / / / , / // / \ ) \ -- 20 Z I i I / / / / / / / I t ? / PAVES // // // // y�/ // / \ AT 16"/O.q��AND STAGGERED l' I ABOVE t I I / LOT/ / 1 COVERED /< //L )tll f/ / / /j/// / \ / /T 1 r --- - . o c . y z cmi i i. . I , I. / / c/ c/ (/ ( ' 7s 7 PAVERS // \ Ory O m I I III SLOE I \ 1 \ 1 \ �' SEE'DE'�AIL r ..t /� yl ���/////// /// / / / /// // �� l / / I j i 20 ;:_19 % -, I 1_--------- --'-`� N , , , �. / ////��L/////// /// /////////� //� ///' \ 'I?T.STEPS (TO B€- I I I I I ( / N N ,^ REMOVEQ WHEN -P .. I' I I I 1 \ OUTSIDE i 1I \. N I 1 I 1 11P I I I 1 \ SHOWER ' POOL INSTALED� \ \ \l l I I I t I \ s N I I I L// � / //L _/ /l i`. 1 1 l t I I I I \ \ \ 1 GATg 1 ,' \` DUCK( 1 `t \v,' /v� � . v FR T I I I - _ ., =_�. �_ .` � - T - I , +n-8 \ :+17 8 WALKWA ; ; / / SETB C I I II �� #c 1 f \, PAVERS -------. - - / /j/// //j%//j///j//jj//j/� � ( I 1 - -- 1 �[ I I P.T. STEPIS l /' /' r •p / /' 1 ' / ----- II I I l l\ �- ,,i 1 BENCH'' �81TTINGROOM`S _ SOD-S, ,------------ \ I N 1 , / ABOVE (DASHED) ` h ��WAhE � a / ) 9t72' TOC - -tCCL CTI I I l \`" S 89s-�3- 5 V1� ♦'RIVACY SCREEN _ _ I I 1 \ \ 9l9 TO FORMER, CCL PER PL9L \ ---- -' 6// f���9-44-53 W 238,73 FIELDT 238,7 LOCATION F COASTAL CONSTRUCTION CONTROL LINE l ' i ! i I 1 I ► , y LOCATION OF 1 I I I I i I I I I FOUND PK NAIL L0 I ( EXISTING WALL & DISK, LB2108 ON ADJACENT LOT "C", N = MAP BOOK PAGES 72 — 72H w Dm co I I r I ui cDi� I u, m � < v m I I 00 DEP NOTES CUT/FILL CALCULATIONS - Z D z � m Z -I I z m I Q I U PERMIT, THIS PROJECT REQUIRES THE ISSUANCE OF A COASTAL NOTE; APPLIES ONLY TO AREAS THAT ARE Lu � 0 o I N CONSTRUCTION PERMIT FROM THE STATE OF FLORIDA. SEAWARD OF THE CCCL � N c I m I THREE STORY FRAME AND p 04 F_ c z (-pt2) CODES: THESE PLANS ARE IN COMPLIANCE WITH STANDARDS CUT AT PILINGS 11.5 CUBIC YARDS 0 � N fTl I ( LOT 6 COQUINA RESIDENCE I WOOD ESTABLISHED IN SECTION 628-33.007 FAC CUT AT GRADE BEAMS O CLIC YARDS Q cn No. 2347 DECK U GmiU I m � I � ) 3) FILL; ALL FILL SEAWARD OF THE CCCL TO BE CLEAN CUT AT HOUSE O CUBIC YARDS I I I N D � I rrj COMPATIBLE BEACH SAND. TOTAL CUT ll5 CUBIC YARDS W U 0 cn I D I 20=1 1/4" 4) BEASS: SEE WINDOW SCHEDULE DOUBLEPANE,, INSULATED, IMPACT RESISTANT LOW T A3.4 ALL A=S TO [CUT AT POOL 36,5 CUBIC YARDS] Q J = D SPA LOT COVERAGE TINTED 'TURTLE GLASS" THROUGHOUT. (TO HAVE MINIMUM W W D I m I I 45% REDUCTION IN TRANSMITTANCE) FILL AT SLABS 35 CUBIC YARDS _ z I TOTAL SQUARE FOOT AREA OF LOT, 10,832 SQUARE FEET FILL AT YARD/PAVING 325 CUBIC YARDS Z W U G) (TO EROSION CONTROL LINE) 5) LIGHT FIXTURES. SEE EXTERIOR LIGHTS PER SHEETS Ell, El.Z m o I I 29' I AND E3 FOR LOCATIONS AND TYPE SEE CUT SHIFTS TOTAL FILL 360 CUBIC YARDS -0 Q TOTAL STRUCTURE GROUND FOOTPRINT: 1,504 SQUARE FEET ATTACHED TO APPLICATION FOR FIXTURE TYPE AND LIGHT Q O Wca c I I PERCENTAGE OF LOT COVERAGE: 14% BULB TYPE. NET 348,5 CLIC YARDS OF FILL Z 6) WAVE CREST, 17.3' NGVD / 16.2' NAVD NET W/POOL 312 CUBIC YARDS OF FILL U rn I i CL U) z — _ _ _ o, Q �0*0 v NQ SITE PLAN DETAIL — LANDSCAPE - AND FILL 1/8" = 1'O" BO TOM OF CONCRETE TIE BEAM 25-0" NAVD Q 0 �—VEGETATION I VEGETATION I I I LINE I LINE I I I ' TOP OF PLYWOOD I , AT 3RD FLOOR , 39'-9 5/8" NAVD AREA OF TOP OF PLYWOOD TOP OF SLAB 1 J CUT AT 2ND FLOOR AT HOUSE I I , 1 z 1 2T-7 3/4' NAVD I 18'-0 NAVD I , I 00 AREA OF FILLI I V5 05 GARAGE i (TO 17-0.' NAVD) j : . , : ... .. I GRAD --- - I I 1 I 1 1 FUT 1: L, 5.. URE " ' : . POOL{D. SHED. .. .. i B T"fOM OF . . .... .. O I. . , _ _ NAVD .� .�. . . . , ,.. . : " : . . '; .. :. ,' •j.`.:�: -.... . . . I . . . STRUCTU 16 4 .. . . . . . . ,. : . "I'' . ' �� - I II I 1 . " WEST FRONT COASTAL PILING TIP FLOOD --►V--FLOOD EROSION—� SEASONAL--� � u < p `0" `0 PROPERTY SETBACK CONSTRUCTION R EVATION ZONE 'X' ZONE CONTROL HIGH WATER I HIGH WATER I _j 5 0 N LINE LINE CONTROL LINE 14'—O" NAVD AO (DEPTH 2') LINE LINE LIFE U z `� �" o vii I v • ii � o 1 SITE SECTION 1 - 20 -0 x ; g CONCRETE ..� _I 10 (14 MONUMENT,No. S7 N 72-81-A15 w 0'56 E I NORTHING: !� `2=8, W C 2191295.9 "'► - EASTING: �► ANGLE O 530134.3 1 POINT -. OPPOSITE R-39 N o 0 0 ZONING — CITY OF ATLANTIC BEACH SITE PLAN LEGEND SITE PLAN NOTES `� ° o z ' � r CATEGORY REQUIRED ACTUAL W m r BUILDING FOOTPRINT 1) ALL SITE INFORMATION FROM SURVEY r $ c U mNQ 1 ZONING TYPE RG-M SINGLE FAMILY RESIDENCE — — — PROPERTY LINE PROVIDED BY m N I I BOATWRIGHT LAND SURVEYORS, INC, Q m SETBACK LINE 1500 ROBERTS DRIVE U Q IJACKSONVILLE BEACH, FLORIDA MINIMUM LOT WIDTH 75 45,44 (EXEMPT FROM WIDTH) 0fy _______ TOPOGRAPHY CotvTouRs 904-241-8550 Q o MINIMUM LOT AREA 7,500 SF 10,832 SF SITE FEATURES 2) FLOOD ZONE PER SURVEY THIS LOT a TO EROSION CONTROL LINE SILT FENCE IS IN ZONES 'X AND AO (DEPTH 27 FLOOD ZONES, THE HOUSE IS LOCATED I + (0.0) EXISTING SPOT ELEVATIONS WITHIN ZONE X. IMPERVIOUS SURFACE 50% = 5,416 SF 32% = 3,497 SF + 0.0 NEW SPOT ELEVATIONS 3) G.C. TO INSPECT FOR DEAD TREES, RATIO VERIFY W/ OWNER PRIOR TO REMOVAL. CONCRETE I I �� DRAINAGE I - 4) G.C. TO PROVIDE POSITIVE DRAINAGE DECK �N I SETBACKS FRONT 20'--0" 38-6 1/2 AWAY FROM HOUSE, REVIEW ANY I� o 1 - SIDE 15'-O" COMBINED/ NORTH - 6'-6" SOUTH - 8'-6" L'►:F, LOCATE IN FIELD DIFFICULT CONDITIONS W/ ARCHITECT. W MINIMUM 5'—O" 5) G.C. TO PROVIDE PVC CONDUIT UNDER o i _ AREA OF PAVING/PATIO DRIVES AND WALKS AS REQUIRED FOR REAR 20'—O" N/A DUE TO LOT HIGH WATER LINE SPRINKLER SYSTEM, LANDSCAPE _ I LIGHTING, ETC. COORDINATE REQUIREMENTS IOC I I /i/ r AREA OF FILL m m N o X I a MAXIMUM HEIGHT 35-O MAX AT 34 10 TED / // / AS ALL SUB—CONTRACTORS AS WELL U �, AS OTHER TRADES N.I.C. w Z o W I o (BASED ON CALCULATED ������� ATEA OF DUNE RESTORATION 6) FILL AREAS ON LOT AS SHOWN. o I i I AVERAGE GRADE = 20-6 ) ��� p o g I o 210- IEWAIDBfBa"OFam1110f0li I o I � � n z- I� r�wNoeneaoxFwLkaem OFFICIAL RECORDS BOOK I I I m U aQ I y'' 5765, PAGE 1184 _ 1 I 1 90.47'TO FORMER CCCL FOUND 1/2"IRON PER PLAT i �' i \, , '\ PIPE,CAP ' N8943,3,5„E 1, I I FOUND 4�X 4' ' / , , I CONCRETE i \ NORTHING 6'WOOD FENCE i90.�1* _ N8943'Y5"E 2,38.08, ti-61, `, = ', 3, ? _, �� MONUMENT,'\CAP , r ' _ - _ .- r 177 I 1 \ , I I , r I I 1 I 1 T0,'CURR�IT C�GCL l /� _ \ � i 1 i 1 ASTING - - I' 530,389.8 - /�' ,�, _ /�!' � �---- � o�, `, � - - --------- 18, '1 /.///Y/�L /� r// 'i A./ ' �r�rr y \\ `'\ " -- Iipp of �//. -{/ /�. y � I/!� I (/� 'V�D ---- ----- / / _ _ ' ' it 'i i wr w ' i lr e'4 10 � .C1i`' \•�1. <./ �� 1-� / A�/ `\ O`, --- -- J i 4l • Yf \ _ _ �C/ ' I. � , `11 7�'-.� //� I N.� /I/'." VIV'\•\VIS `___19-_- N ______ __ - _ - - - _J \ ' =.Z' I '1 '', O n I' I '.I: r I i i '1 i r1SOL i /, l� r r ''i T.\ _ _ - ( (r i' 1/ ' 1 �T o .I. ., . .f. ' , �I I 1 �'.,. .rerx..• �`� // /,G.9"U'� �`�/('v r�/� \ ,$�,91�T�A11 \l _---- ' \ -"___-- ,3^"� ------- - - ___ --'""" ---- -------_ �A5 11I J 1 1 ', 'I-OTr' S i` i� ' �-/�" �- r ' - - - -" -------- - --- -- J Z 4J `I I' W9® i.4. 'I. I ,` , 'i / �_IB n!^..,.i ,/. J / / //r 1 r ``�\ - 5-•' _ - --- - _---- ------ --_ -�` ~I () 1 1 [y Alt N , :.I .,. I ..I , ; 1, , s - _ _/ / L - -- - ;F, ,� ?� ; % , _ \\ `, -- ., ------ - _--- - --- - - `a m ` SITE QI' '1 1 ✓ 'p .f ' / 7 r / ;I ry , 1 I r = `8' '1 ''1 1 - o CIT ,� N. ` f 'I I' •:�' ! ' > w w.----' `------` ---_1 r .( - % % ,/,/ I i-\ -(= - `7 \'I. - ------ - - -- --- -, O \\\ _ n { w k .. �f // �� i�� n 4.r \w ------- - -------- LOT" ------ W SECTION - A - . ` / - f- � 5 --- - - ---------------- F - - :I _ '-----------�-------; ', %/ �N'v ''1 \', "1_" " ------- tD I r ` ----- --- - ------------ ------- ----- __ -_ __---- , 1 I I 1 I CUME 8♦7MB! ,, - - - "'-/�/ ///. /�/ /� �l I 1 i II '', `, �1 \ I`, �`� \ ---------------- r ----- _-i 2D' 1 1 II I , alae o''1 _ -// /- � _ {-/ _ l�/ `I_ 1 ,�`—= -1----'r--- y��: (�, ------- - _--- --- - _ _-------2,---l 1 Il A 2D=0" 1 1 BONG, - - / /�' --j , 1 ; ' '' \ 4/, -` _ -PI, Iry ', 1 1 Q ------- FRONT 1 ' - �— �[ L I I i , 1 , 1 1 , , 1 '� ( ' \ 1 - cn CIT I I � wµxwer/ 1�i` - --- --:j -� - f � _C _ J/a` i ;" Go ---- 1`I _-?'-Lc--- - _ - --- ----------- - 1 1 I ` ----- - ' '/ I ' ' ' \ I' ' II ' 1 '' II ��� I ,' I 1 m `__-- ---------- I (\� 1 1 1 \, -•\, -\ /,�" • �:' /' "I ,\I,'1 '1 \I \': , ', \, , 1 I I ; II ,, ,, ( If 11I 1 I .- S&93 35 _ I Fri ----- ' rpp ' ' 1 , 1 I 1 ; ' I � I FOUND PKCrNAIL 8 1 II ' `\ �'0�JRRENT`GCCL� 91.89;F0"FDRMER DCCL '(-S8944'53"W 238.73' FIELDS '�,' r ' i�3L?� �, i I 1 ' '1 I I FOWN /8' I 1' IRON ROD, DISKwJZ2108 I /�; / J Jli , 1 'll 1 i 1 I NO CAP NORTHING- a I I II i 2,190,353,4 EAS TNG W r I I I , 1 Im ' I I ar I I I m 10 Z O y I m I lO A THREE STORY FRAME AND I Zui LOT 4 o m I �4 I LOT 6 COQUINA RESIDENCE WOOD ' m A I No.2347 I DECK 1 �A D Iyal Im VIC Ir IZ �N S I a1 I SPA m cn 0 0 2� I DEP NOTES CUT/FILL CALCULATIONS z ui c7 I _ - _ _ I _ _ _ - - - - � 1) PERMIT; THIS PROJECT REQUIRES THE ISSUANCE OF A COASTAL NOTE: APPLIES ONLY TO AREAS THAT ARE C-) I CONSTRUCTION PERMIT FROM THE STATE OF FLORIDA. SEAWARD OF THE CCCL N cDn I I 0 CO I I D I� , 2) CODES: THESE PLANS ARE IN COMPLIANCE WITH STANDARDS CUT AT PILINGS 11.5 CUBIC YARDS 0 Q 1 i i m Z I i ESTABLISHED IN SECTION 62B-33,007 FAC. CUT AT GRADE BEAMS O CUBIC YARDS U 0 Ln I 110� I _4 1 I 3) FILL: ALL FILL SEAWARD OF THE CCCL TO BE CLEAN CUT AT HOUSE 0 CUBIC YARDS U Lor 7 I COMPATIBLE BEACH SAND, I Z I I TOTAL CUT 11.5 CUBIC YARDS W U I 4) GLASS: SEE WINDOW SCHEDULE SHEET A3,4. ALL GLASS TO N o I BE DOUBLE PANE, , 1 i i I , LOT COVERAGE INSULATED IMPACT RESISTANT LOW 'E' [CUT AT POOL 36,5 CUBIC YARDS] _ r m I TINTED TURTLE GLASS" THROUGHOUT. (TO HAVE MINIMUMZ LU U 45% REDUCTION IN TRANSMITTANCE) FILL AT SLABS 35 CUBIC YARDS O IQ TOTAL SQUARE FOOT AREA OF LOT: 10,832 SQUARE FEET FILL AT YARD/PAVING 325 CUBIC YARDS 0 ao m I (TO EROSION CONTROL LINE) 5) LIGHT FIXTURES: SEE EXTERIOR LIGHTS P SHEETS Ell, E1,2, N i AND Ela FOR LOCATIONS AND TYPE. SEE CUT SHEETS TOTAL FILL 360 CUBIC YARDS U m TOTAL STRUCTURE GROUND FOOTPRINT: 1,504 SQUARE FEET ATTACHED TO APPLICATION FOR FIXTURE TYPE AND LIGHT n W N`� 14% BULB TYPE NET 348.5 CUBIC YARDS OF FILL O co Q CONCRETE 4,g.58 .... – OPPOSITE PERCENTAGE OF LOT COVERAGE 0• MONUMENT,"°' R-42 6) WAVE CREST: 17,3' NGVD / 16.2' NAVD NET W/POOL 312 CUBIC YARDS OF FILL < _j 72-81-A16 ^ 881514.4"= �,. NORTHING: �'" 2188261.5 .� L-F EASTING•. Op: i 530120.6 N Q FULL SITE PLAN - DEP MONUMENTS 1 = 20=0" H -,-7FOUNDA ION NOTES 1. STANDARDS, COMPLY WITH ALL APPLICABLE CODES AND THE Q AMERICAN CONCRETE INSTIT E (ACI) REQUIREMENTS FOR PLACING J CONCRETE, FORMWORK, RE-B"CING STEEL (INC. SPLICES, TIES, ETC.) AND AL OVERLAPS, E L O ASPECTS OF THE CONCRETE WORK, 2 SUBSURFACE CONDITIONS, GC To INSPECT THE SITE FOR ANY SITE DEVIATIONS. GC TO NOTIFY ARCHITECT AND OWNER AS SOON O Z AS POSSIBLE ONCE UNACCEP ABLE CONDITIONS HAVE BEEN IDENTIFIED.. O O w IDENTIFIED. 3. FOUNDATIONS ALL FOUNDA111DW SHALL BEAR ON VIRGIN SOIL ixN UNLESS OTHERWISE NOTED -R) 0 O 4. CONCRETE ALL CONCRETE SSHALL BE 3000 PSI CONCRETE U.O.N. LL a BELOW SLAB WORK, GC L BE RESPONSIBLE FOR COORDINATING ALL BELOW SLAB WORK INCL UDING BUT NOT LIMITED TO CONDUITS, VENTS, PLUMBING, R ECTRICAL, GAS, OTHER UTILITIES, ETC. 6 FILL: ALL STRUCTURAL RLL L BE COMPACTED IN MAXIMUM 12" LAYERS TO AT LEAST 95% MUM DENSITY, 7. VAPOR BARRIER, SEAL ALL PEIEMATIONS AND OTHER CUTS OR DAMAGES TO THE VISOLEEN VAPOR BARRIER PRIOR TO cq POURING CONCRETE r Q � N�� & CONTROL JOINTS PROVIDE S W CUT CONTROL JOINTS AS C"I Z 2 0")`0 SHOWN OR IN APPROXIMATEL 20'SECTIONS, JOINTS SHALL Q N O N 4 U LD SOK BE CUT WHILE THE SLAB IS G ZEEN o cin I N Z 0 �� : x5 � o � $ c Q N 04I (W N O F� 10 N Q 0 0 0• 0 M-i -all W > r 07 0 s amL L x < 01 Uo Ana) WCD 0 Q�rfy u- coaLL 50'x'• �-o" aL 20-r 8-8 1=4' W-7 5/8 ------ -------------------- ---------------------------------------- -------------- W Lo ------- -- - - -- -- --- -- --- -----i r--------------- � Y- I I I I m \ I I o I i I I I D Q cb p I I I I I I I I I I ® I 4" I I I I I I I I I I I I I I I I I I I I I I I I I I I SLOPE SLAB I I I I V8' PER Qy' IX, I I I p I T I i I I I I I I I i I I I I I I i I I I I I I I I I I I I I I I I [ N I I I I I I I I I I I I I I i I I o I I I I I I ep I I r------ --- --- —————————------ - ----- 11-5 7/8' 15-0 V8" 7-n' 20-7' I I r----------- - I I I I co I I I \ I I I I I Q I I ELEVATOR I I I I T O � II IT - DEEP Q1Z�FOUNDATION LEGEND U 0 ----------------------- -- ----------• ---------------- ui o CMU W/ 'U' LOCK I ,� _ I CMU W/ HEADER BLOCK ------------------------------ ---- ---- - -- ------------------------------------------------------- ----------------- - -. Ly Q ® _ 6" CMU OR W POURED CONCRETE ------ FOOTINGS BELOW w U -----_ - - - - V-2 7/8" 4=7" 28'-2 V8" 8,�„ r 4 Q Q < - - - THICKENED ABS - � Zca 2 U BEAMS n W F- FLOOR/DEC< JOISTS L.L -•-•-•• P.T. NAILER Q ION TEMPLATE IS FOR REFERENCE ONLY � � ® POSTS NOTE, THIS FOUNDATION ` / NQ ADDITIONAL CONC. FILLED CELLS SEE STRUCTURAL ENGINEERING PLANS FOR ACTUAL FOUNDATION PLAN C.i. CONTROL J INTS T.W. TOP OF BL K N T E M P L A T E ) I A2 , 1 (�FOUNDATI O 1/4"=1. O" W ® OOIR SE= ® UI— E= PLAN LEGEND a 0 o SIZE OR R.O. TYPE OPERATION MATERIAL MANUFACTURER HARDWARE NOTES GROUP TYPICAL 8" CMJ WALL 100 3'-0" X 6'-8" ENTRY SWING - - PER ALLOW. - TYPICAL STUD FRAM® WALL 101 2'-8" X 6'-8" - SWING - - PER ALLOW. - r��--------- FEATURES ABOVE 102 (2) 1'-6" X 6'-8' _ SWING - - PER ALLOW. - ----------------- FEATURES BELOW 13d 103 2'-O" X 6'-8" - SWING - - PER ALLOW. - Q 104 2•-0- X 6,-8„ _ SWING - - PER ALLOW. - z - - - DOOR sc:HEnu�E°RAa4 � z 105 (2) 1'-6" X 6'-8' - SWING PER ALLOW. LnLn 106 12'-O" X 6'-8' FRENCH GLIDER - - PER ALLOW. - O WINDOW DOW sc �E�Aa4 � � 107 2'-8" X 6-8.' _ SWING - - PER ALLOW. - TH EL 108 (2) 2'-6" X 6'- - SWING - - PER ALLOW. - •••••••••••• ACCOUS OUNDWALL 109 3'-0" X 6-8" X 1314- - SWING - - PER ALLOW. WITH ELEVATOR HARDWARE —.—•—•—• WATERPROOFING AT WALL 110 3'-0" X 6'-8" ENTRY SWING - - PER ALLOW. - 0 DS DOWNSPOUT 111 2'-0" X 6-8" - SWING - - PER ALLOW. - 112 3'-O" X 6'-8" - SWING - - PER ALLOW. 20 MR RE RATED W/AUTO-CLOSER AND GASKETS ADDITIONAL FILLED CELLS OMT OMT ® POSTS 114 9'-O" X T-6' - OH/SECTIONAL - - PER ALLOW, WITH APPLIED 'TRIM PER ELEVATIONS -1 . 0 ^ N 03)Q _ HOSE BIBS E"i z 0 Go 115 9'-O "X 7'-6' - OH/SECTIONAL - - PER ALLOW. WITH APPLIED TRIM PER ELEVATIONS U Ja2NN . 1 GAS IIP 2X6 STUDS w z N > 1 ® FLOOR DRAIN CMU TO BE 5' WIDE NOTE: EXTERIOR DOORS WITH GLASS: GLASS IS TO BE INSULATED DOUBLE PA PACT GLASS, WITH TURTLE TINTED GLASS PER STATE D.E.P. STANDARDS FD (INSIDE FACE OF STUDS H a a J TO ALIGN W/INSIDE FACE x 5 g I OF STUDS ABOVE) �U E=— D U VE ARWA 4 D W in srlal.L PI>EC10 O WIDTH HEIGHT TYPE MANUFACTURER NOTES OF TH1r I� A 3'-O 5 W' DOUBLE HUNG JR DWEN - VINYL OUTSIDE OF `� " B -0" 3 O" CASEMENT JELDWEN - VINYL PLYWOOD o BE FLUSH W// � Q 2' C 2'-8" 5 4' DOUBLE HUNG JELDWEN - VINYL OUTSIDE OF CMU �' 0 D 2'-8" 4-4" DOUBLE HUNG JELDWEN - VINYL o 0 co � E 4.-O.' 6-8" CASEMENT JR DWEN - VINYL GLAZING 1N ��_ � �� � o = Q F 2'-O" 3-6°' CASEMENT J�DWEN - VINYL HA�ARDOUI � ELEVATOR EXTERIOR WALL DETAIL 1 -1 -0 ,� G 2'-8" 6 O" DOUBLE HUNG JELDWEN - VINYL LOCATION } W S m 0 U H 2'-5" 6-011 DOUBLE HUNG JELDWEN - VINYL am�Q a Qm �N � NOTE: ALL WINDOWS TO HAVE INSULATED, DOUBLE PANE IMPACT GLASS WITH TURTLE TINT GLASS PER STATE D.E.P. STANDARDS Q w q CDC 0 QVc cnau 6a-O" _ I 29-r 3-61/2" V'-0 1/7' _ 8.8•• r 4 RETAINING WALL SEE SITE PLAN All BALCONY ABOVE NOTE WATERPROOF WALL IN THIS AREA 1 3-B" (DASHED) WHERE BACK-RLL OCCURS. PROVIDE A6.1 PROTEECTION BOARD AND M34CH DRAIN. -------- VERIFY EXTENT IN FIELD. A I Q W OL �S I 12" CMU ----- --- ------ coO ,� BALCONY ------------i - 12" CMU I I I I Q:ABOVE m (DASHED) I I 12X12 TIE = I I Q oBEAM w I I J 107 ABOVEi I I Q V F- I Q � - --- G I � I I I •� I � A I t S j REC ROOM K)16 - I I I CH = 8'-3" 8, I I Aa1 I I I I I I A I I I I A6 7->r' 3-10 3-7 718" 17-0" j T-1 v8" i A5,1 I = -------------- a3 I 12" CMU —: GARAGE -- i-- I i A6,3 Q ------------i I REF 7-8 I I IL -- 12"" CMU j I I COVERED I 18'. 3-0•• I I PORCH I I Q i i 104 i I UP Y O OI q I I AC STORAGE 105 O CH = 8'-3- 10 )02 1EXERCISE I Q I ;o I -------------- O I I 12" CMU Q FO 103 `P I III bi 12 CM I I" I III I 7 4 I UP " O POOL 'v ---------------- LLJ CH = 8,_3., 101j 8" CMU sraRs LAUNDRY I CH = 8"_3." S W R III I ZE�V CH = 8'-3" I CABINETS W I }1'� 1 STbRAG� ID D I BENCH TOWELS LEDco O ,ENCHr n (O� Q - - ---- --- V) V io PLA NOTES ----- ---------- -----B no O I DIMENSIONS: EXTERIOR DIM3aSl SHOWN ARE FROM STRUCTURE — B Q LLL EITHER CMU TO CMU, CMU TO FRAMING,OR FRAMING TO FRAMING. DIMENSIONS FROM FURRING OR FINISHES SHALL BE NOTED. W 2 CEILING HEIGHTS: ALL CEILI HEIGHTS INDICATED ARE FROM THEZ w U TOP OF THE SLAB OR SUBFL TO THE BOTTOM OF CEILING 6•�• 7�• A31 4-4.. A6.1 5•�•• FRAMING. O (11 a SHEAR WALLS: FOR SHEAR WALLS WHERE INDICATED, PROVIDE ., - .. .. .. .. Z co PLYWOOD SHEATHING UNDER YWALL FROM BOTTOM PLATE TO 1x113/8 5-3 V2" 4 7" 6'-8" >C-8 910 V8 8-8 T-4 PP� I U TOP PLATES. PLYWOOD TO CONTINUOUS FROM ONE END �J _ OF WALL TO THE OTHER INT ERSECTING WALL SHALL BE FRAMED OVER PLYWOOD. 04$- U) ~ 4. ACOUSTIC WALLS: WALLS INDICATED AS ACOUSTIC WALLS WITH STAC-C-aM STUDS OR INSULA ON, SHALL HAVE UNFACED 3 1/2" Q q J INSULATION INSTALLED. IN SUC I WALLS, DO NOT LOCATE OUTLETS AND SlMTCHES BACK TO BAC �-0 / ~ v NQ S FILLED CELLS REINFORCED M SONRY WALLS SHALL HAVE FILLED CELLS IN SPACING AS INDICAT ON DETAILS IN ADDITION, PROVIDE FILLED- CELLS IN ALL CORNERS. AT BEARING POINTS FOR BEAMS, ONE EACH IDE OF OPENINGS LESS THAN 6 114 WIDE, TWO EACH SIDE OF OPEd1S GREATER THAN 5 E, AND AT LOCATIONS wt-eRE ON THE PLANS. FIRST FLOOR PLA NA 3 INDICA fEQ I I---I E=_ C > U L- E= r__7LAN LEGEND ° SIZE OR R.O. TYPE OPERATION MATERIAL MANUFACTURER HARDWARE NOTES TYPICAL 8" CMU WALL o GROUP SWING - PER ALLOW. WITH (2) 10" WIDE SIDELIGHTS >--� TYPICAL STUD FRAMED WALL Q 200 3'-O" X 8'-O" ENTRY - 201 3'-O" X 8'-0" X 13/ " - SWING - - PER ALLOW. WITH ELEVATOR HARDWARE --------- FEATURES ABOVE o 202 (2) 2'-O" X 8'-O" - SWING - PER ALLOW, ------ FEATURES BELOW Q 203 2,-8,. X 8,_0„ _ SWING - - PER ALLOW. J `2 204 16'-O" X 8'-O" 1Op DOOR NUMBER PER � FRENCH GLIDER - - PER ALLOW. O DOOR SCHEDULE Aa4 0 Z > 205 2,-6., X 8.-O•, - SWING - - PER ALLOW. o A WINDOW NUMBER PER O w 206 2'-8" X 6-0" - SWING - - PER ALLOW, WINDOW SCHEDULE Aa4 207 2'-6" X 8'-0" - SWING - - PER ALLOW. E9_*sooeeo***oI SOUND WALL WITH AcousTlc INSULATION 208 2.-6., X 8,-0.. _ SWING - - PER ALLOW. GUTTER E:I DS DOWNSPOUT NOTE: EXTERIOR DOORS WITH GLASS: GLASS IS TO BE INSULATED DOUBLE PANE IMPACT GLASS, WITH TURTLE TINTED GLASS PER STATE D.E.P. STANDARDS Eu ADDITIONAL FILLED CELLS � \V V �1CC� UL— C ® POSTS CA - NVQ 00 52) HOSE BIBS t J WIDTH HEIGHT TYPE MANUFACTURER NOTES w o —G GAS z o :01 0 A 3'-p" 6-41 DOUBLE HUNG JR DWEN - VINYL ®� RooR DRAIN ~ a E J '-O' CASEMENT JELDWEN - VINYL 5 0 B 2 O 3 C 2'-8" S_4 DOUBLE HUNG JR DWEN - VINYL o D 2'-8" 4'-4- DOUBLE HUNG JELDWEN - VINYL E 4'-0" 04 CASEMENT JELDWEN - VINYL aJ cv F 2'-O" 3'-6 CASEMENT JELDWEN - VINYL STAIRVitAy CONIS�T"A�GN SHALL 8E AS PER SECTION G 2`-8" b'-O' DOUBLE HUNG JELDWEN - VINYL o OF THEt.QRIDA BUILDING WOE o H 2`-5`• 6-0" DOUBLE HUNG JELDWEN - VINYL N co Q NOTE: ALL WINDOWS TO HAVE INSULATED, DOUBLE PANE IMPACT GLASS WITH TURTLE TINT GLASS PER STATE D.E.P. STANDARDS D \ � � a U1 0 eo � ss opENNa t ►rinows) > r EMER13EN CLEAR OPENING W m � s gq.Vit.M1N. GLAZING IN gp, r ,0%GROUND FLOW" � ° `°�Q EXCEPII ltSt 5.0 HAZARDOUS Q m d N 1,1I1N. :. CLEAR>I�IMENSIQNS: !LOCATION Mq CD ow liFaIGH �'' 0 a Q "'INt LL z MAX lKL t**Kr- lg'-61/2" 36=51/2" CANTILEVERED r�• BALCONY A6,1 D O O O O 9 w L0 - --------- `� x ---------------J ----- -STEEL 1-BEAM --- W STRUCTURAL i `� r r _ _ ZZ r O O COLUMN PER W/ I I co a m m \ SINK DW 2X8 EACH END A O I I I T PANTRY llz- V o h I IQTCHEN I I n I CH = 10"-1 1/8" I I I I Q BEDROOM 2 I --- -------------- I I —- - I I CH = 10'-1 1/8" I A -------------- I I S F171 $ I I A I LIVING 4 � II A CH = 10'-1 1/8" I A5,I O CL SET 2 O RANGE i I I � OI � I I 4 206 i A6,3 , I I A h I RECESSED I I I �►5I I I 207 SOAP SHELF V2" BACK I bi F 205 BATH 2 PORCH I 'v 3 A '� CH = 10'-1 1/8 CH = 10'-1 1/8" STEEL I-BEAM I T A6.2 T �O COLUMN PER i }� I I O O REF STRUCTURAL W/ Y 2X8 EACH END i t O O I I r r' VERIFY I ----- W/STRUCTURAL 3'-6" 9=4" Z-6 VT 26-9 1/7' I I I O I I F� x — I ui j CH = 10'-1 1/8"" I I --- -DN--- 202 O I U O COATS -- ------ --- io UP I � xSITTING :110 ce) STORAGE Io CH = 10'-11/8" ui � N STAIRS 201 SSC i O DN Q I I Q � � _ DN I I eo AC 1 LINE OF WALL 'S U Q a _ BELOW AND ABOVE I (SHOWN DASHED) --------- --- I I I = PLAN ®TES - -- - ---------------- --- --------- --- - - W U O 1 DIMENSIONS EXTB�OR DIMENSI SHOWN ARE FROM STRUCTURE — A A A 9 Q -9 W LJL EITHER CMU TO CMU, CMU TO F NG, OR FRAMING TO FRAMING. DIMENSIONS FROM FURRING OR R SHES SHALL BE NOTED. 1 HEIGHTS'- ALL CEILING GHTS INDICATED ARE FROM TTI-EE O 6" O� 6•; O -i U 2 CEILING I-B A6,1 TOP OF THE SLAB OR SUBFLOOR TO THE BOTTOM OF CEILING3'3" 7-10" FRAMING. �� 0 < Q w a SHEAR OD SHEAFOR NG UNDER DDR FROM INDICATED, PROVIDE PLAATTE TO 9 v8 v'-2 Tia" 4=T' a=r' is-1 vs'• lr�" � J � U PLYWOOD TOP PLATES. PLYWOOD TO RUN CONTINUOUS FROM ONE END OF WALL TO THE OTHER I TING WALL SHALL BE W — FRAMED OVER PLYWOOD. ~ 5s2•-o" g•-p•' ASF„ Z 4. ACOUSTIC; WALLS: WALLS INDICA AS ACOUSTIC WALLS WITH !` < I J STAGGEKD STUDS OR INSUILATIO1 I, SHALL HAVE UNFACED 3 v2" INSULATIC 14 INSTALLED, IN SUCH ALLS, DO NOT LOCATE OUTLETS 5 `z N Q AND SWITCHES BACK TO BACK Y A6.4 5 FILLED Ca-L& REINFORCED MAS(MY WALLS SHALL HAVE FILLED CELLS IN SPACING AS INDICATED ON DETAILS, IN ADDITION,PROVIDE FILLED C2_LS IN ALL CORNERS, AT BEARING POINTS FOR BEAMS, ONE EACH SIDE OF OPENINGS LESS T 5'WIDE, TWO EACH SIDE OF :INDICATE) 'ENINGS GREATER THAN 5'WID AND AT LOCATIONS WHERE SECOND F L O O R P L A N 1/4"=1=0" ON THE PLANS. 1 H DO O I� S C HE=_ D U L- F= =PLAN LEGEND O SIZE OR R.O. TYPE OPERATION MATERIAL MANUFACTURER HARDWARE NOTES GROUP TYPICAL 8•' CMU WALL 300 3'-O" X 8'-0" X 1 3 4" - SWING - - PER ALLOW. WITH ELEVATOR HARDWARE TYPICAL STUD FRAMED WALL 301 (2) 2'-0" X 8'-0" - SWING - - PER ALLOW. Ii u n 11 7-77 STAGGERED STUD WALL �- 302 3'-0" X 8'-O" - SWING - - PER ALLOW. --------- FEATUREs ABOVE O 303 2'-8" X 8'-0" - SWING - PER ALLOW. 304 2' 8" X 8'-0" SWING - - PER ALLOW. - FEATu2Es BELow LLL Z 305 (2) 1'-6" X 8'_O" _ SWING - cn - PER ALLOW. O DOOR taErt PER D > 306 2-6" X 8'-0" - SWING - - PER ALLOW. DOOR SCHEDULE A3.4 w S � 307 3'-0" X 8'-0" FRENCH SWING - - PER ALLOW. q WINDOW NIJvM PER ~ 308 (2) r-6- X 8'-0" - SWING - - PER ALLOW. � WINDOW SCHEDULE A364 309 (2) 1'-b" X 8'-O" - SWING - - PER ALLOW, •••••••••••• SOUND WALL WITH ACOUSTIC INSULATION 310 9'-0" X 8'-0" FRENCH GLIDER - - PER ALLOW. GUTTER 2'-O" X 8'-®" - SWING - - PER ALLOW. .�. 312 2'-6" X 8'-O" - SWING - - PER ALLOW. �DS DOWNSPOUT � 313 2-8" X 8'-O" - SWING - - PER ALLOW. D ADDITIONAL FILLED CELLS fA '- NVQ 314 (2) 2'-O" X 8=0" - SWING - - PER ALLOW. ? o o�0 SWING - PER ALLOW. ® POSTS 315 2•_6.• X 8.0.• _ _ U o I1 v 316 2-8" X 8'-O" - SWING - - PER ALLOW. m�--1 HOSE BIBS _ (-� Z osoo I--I 0- o`° J NOTE; EXTERIOR DOORS WITH GLASS; GLASS IS TO BE INSULATED DOUBLE PANE IMPACT GLASS, WITH TURTLE TINT® GLASS PER STATE D.E.P. STANDARDS —G GAS h�II Y E I-4 5 0 ° 1\1r � ®� FLOOR DRAIN STAIRWAY CONSTRUCTION U 12 SHALL BE AS PER SECTION a I ® � F---i E=_ U L- OF THE FLORIDA BUILDING CODE � o N I O WIDTH HEIGHT TYPE MANUFACTURER NOTES W w °o A 3'-O" 5'_ •' DOUBLE HUNG JELDWEN - VINYL GLAZING IN w � B 2'-O" 3'- " CASEMENT JELDWEN - VINYL HAZARDOUS Q ._ .. WEN - VINYL LOCATION FMERGEIy�yEGRE C 2 8 5- co DOUBLE HUNG JELDWEN cq \ •. ., HUNG JELDWEN - VINYL .7 SQ. ' MIN.CLENING(WINDQWS� [� a D 2-8 4- DOUBLE XCEPTION; AR OP o Q E 4'-0" 6._ " CASEMENT JELDWEN - VINYL MlN, 0 So.Fr ON GROUND F OfJG ° m F 2'-0" 3'- " CASEMENT JELDWEN - VINYL CLEAR24u I EIArIENS1C?PJS; ms G 2'-8°' 6'_ " DOUBLE HUNG JELDWEN - VINYL , 4p NEICHT �' ° s t o u M, SILK, , "WIDTIJ x H 2=5" 6'- " DOUBLE HUNG JR DWEN VINYL F$ MT,440 Qm' �Nm , �' U 0Q ;m CD CDn NOTE: ALL WINDOWS TO HAVE INSULATED, DOUBLE PANE IMPACT GLASS WITH TURTLE TINT GLASS PER STATE D.E.P. STANDARDS a Q 0 c L C aL lOr 3' 6=4 VT 5-T 7-r W-3 VT X-9 vT 3=1 VT 8 2'-8" 3=3 VT - 6" BETWEEN A6.4 1 WINDOWS CENTERED A6,1 ' ON INTERIOR WALL 6•• F STEEL I-BEAM COLUMN PER � of OF OF A A STRUCTURAL D w ` 2X8 EACH END _Lo L �J ' SEAT O � .� O MOISTER � _ J � p 0 O WC S ';o F S R 0 A 'o ; BATH 3 OH = l0'-O" BIDET 312 30" DOOR 2.—. is 315 O OPEN ABOVE 'S MASTER " CLOSET ----- MAKE-UP CH = 10'-O" DESK ----- I r i i — HOWE r- -1 MASTER BEDROOM ! A'-6 VT 8.• a_r, 5--4" 1" X IC 336 j CH = 10,_O.. I Q II A MASTER ACCESS .o I I Aal j 64 A SOAPRECESHELF �� EI A5r1 (VERIFY SIZE) CH = 10'-0" O L---J I I 4 3 0SEAT 1--FIXED GLASS O I I A6.3 BEDROOM 3 (VERIFY SIZE) 4" CURB 310 I CH = 10'-O" I I C 30" DOOR I I OPEN ABOVE I I THIRD d �3'-0" X 8-0" P.T.WOOD J 316CASED OPENING II I FLOOR 4 MASTER Ll31 •� 308 111 Q i PORCH II I I I 6-11/71 6-8 5/8" 1 \\ 313io i E 304 I I .� 314 I i �- W303 � CLOSET 3 _ I U A r 173 �I� 9 V8" O AC 2 l 11 S O LINEN CLOSET 4 QOM 4) �J z BELOW LANDI(VG I CH = 10'-0" 2.�.. c7 %0 CH = 10'-O" i �Y SHELF_�l -REC. OAP uu N STAIRS I CH = 10'-O" BATH 4 O '- N E ® EL.EV j W D TUB CH = 10'-O" /4 ,Q p DN 0 Q L- I � . uu o U Q O QU- 0. ---------------------- ------------ ------ w A6.1 Z w U -JQ 4-r 6-7 V7 3=q'• 4.4•• 3_a.. 0 w Z co D'-2 7/6' 4=7' 7-9 1/7' 8'-8" 1'-8 5/8" ,C W U II.- � z c F- NQ =THIRD FLOOR P LAN 1/400-10-000 Q c ILL z O O O w 0 _ N no Q C� O ��`0 U � 0N# W 0 >0 N n COJ IH-�I 0� Y £ 5 ° ° cn U = ~ � N �J 1 W n 0 h� 1 Q co 0 0 co U O z Q 1 # •- I��I u .L 0 m(-4 Q Q C N � QWqm 0 aQ0 � LL 9 a Lu. WALLS BELOW SHOWN DASHED r---------------i } I I w W W I 1 0 Lo CL -- O p ----------------------- _ cn $r Z m Q o I I i Q J � ^ Lil U I I CL CL 1 � W � p O I w I 4 N N � I 4.12 SLOPE I I I I 4.12 SLOPE RIDGE 4.12 SLOPE, RIDGE i 4.12 SLOPE, _ 1 r , � I I � I � I I , I I ' I W �tcy wa L.0 CZ cn N i r , �- 14.12 SLOPE RIDGE C%4 �� v 1 ---+-' L I LU co r I r I /^ O Q C/)I 1 J Lli IE o 0 i w t1 Z w � Q 0W Z m � u Qo, Q qJ �- N Q 1/4 -)j UA �,.3 4CROOF PLAN "=1'O" w E=—>GTE-RI <=>R FEE L— E=CTM CAL— F=1XTURPEE SCF—IE-CAUL— E- MARK FIXUTRE/MODEL TOTAL FIXTURES BULB TYPE TYPE OF MOUNT MOUNTING HEIGHT PROGRESS LIGHTING P5674-20 5" LED R-20 AMBER SPOT P CYLINDER WALL MOUNT 9 "TURTLE LIGHT" BULB WALL MOUNT 6=8" I EXTERIOR GRADE CEILING FAN O Q 7 NO LIGHTS CEILING MOUNT CEILING A,S.B.O. (NO LIGHTS) A.S.B.O. c PROGRESS LIGHTING P6819 LED R-20 AMBER SPOT TOP AT 1'-O" Lu O R 5 WALL RECESSED _J RECESSED STEP LIGHT - LOUVERED "TURTLE LIGHT" BULB ABOVE DECK w S POOL LIGHT COASTAL IV IN POOL WALL TOP AT +/- 3'-0" HAYWOOD OR EQUAL BELOW DECK NOTE EXTEF40R LIGHTING TO BE IN COMPLIANCE WITH D.E.P. GUIDELINES F*T II E-><77E=-Rl <=>R F=1 >GTURE-s =Ofz F �. E=. F' . to O a').Q 10 INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK 'P' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE [—I 10 N 0��o � N U J 50N b 10 INDICATES FIXTURE COUNT FOR EXTERIOR FANS MARK 'Q' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE w o 5`1 Z N1-0 u a m e)J O INDICATES FIXTURE COUNT FOR EXTE 40R LIGHTS MARK R' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE I~M��I wo o h� � oco I D 10 INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK 'S' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULEw CD 10N (v E-L— E-�/ATION NOTE-S W 04 00 0 1. GLASS; SEE WINDOW AND DOOR SCHEDULES FOR WINDOWS AND DOORS. ALL GLASS TO MEET STATE OF FLORIDA 0 Q "TURTLE GLASS" STANDARDS. co co (-� o oo �2 Q I-1LE W m0 r vu< x < 10 Z vN-0 U to %-F � j2 < W� W o �aL 'I w r 4e j PEAK OF HIGHEST ROOF ` r' l12 12; 12 w 4 7174rQ 4 NET ROOFING -- 7 FAN 2 (AT F ORCH CLG) m m Zd z Q RAF TAILS RAFTER TAILS AND (SEE WALL SECTIONS) i i BRACKETS AT STAIR TOWER - SEE WALL 5/e X 6 HARDIE SECTIONS C BOARDS �� TYPICAL WINDOW TRIM TO BE HAR E SHINGLES \ \ NOTE SHINGLES TO 5/4 X 4 HARDIE HAT AUMP-OUT WRAP CORNERS AT TRIM AT SIDES AND E LAP SIDING STAIR TOWER SILL. AND 5/4 X 6 HARIA --WATERTABLE AT HTRIM AT FL STAIR TOWER NG SHOWN �ADIE� - DAS SEE WALL SECTIONS ------ TOP OF _ABQ A WALL ECTIONSI; ,, __ ,\ PLYWOOD AT FLOOR SFLOOR THIRD FLOOR \ MEI AL ROOF FAN 4 \\ \- CORNER HARDIE Q 3 FAN (ATP CH GJ (ATP G.) ,I 5 FAN FAN (AT PORCH CLGJ - 6 (ATT PORCH CLGJ HARDIE LAP RAFTER TAILS SIDING (SEE WALL SECTIONS) W BRACKETS — LILI ( WALL SECTIONS) - FIF71 .TYPICAL DOOR TRIM PANELS CREATED TO BE 5/4 X 4 HARDIE W/TRIM - SEE TRIM AT SIDES AND WALL SECTIONS 5/4 X 6 HARDIE TRIM AT HEAD ABOVE 1 = LJ� uu 2TOP OF U MAX. 12" PLYWOOD AT - ALOOR SECOND FLOOR RLOORWLJJ 4 A X V-' z cl)N. . •" LIGHT AT .. "• -. . . LIGHT AT Q � � W BRACKETS WALL BEYOND WALL SECTIONS) WALL BEYOND ,�"• SHOWN DASHED0 2 POINT OF MEASURE DA, 7 ; 8 9 —^ Q 1 1X6 HARDIE FOR HEIGHT TRIM S CO LOT GRADE V4" GAP BASED ON AVERAGE FINISHED GRADE W = BEYOND O 20.5' NAVD Q J 1X6 HARD) u J L TRIM (� _ 1X8 SLABAT HARDIE FIRST FLOOR w U TRIM 18'-O" NAVD Q O I E Z W m I r , S CO RETAINING WAI.L (SEE SITE PLANT I Q w POOL j I NOTE APPROX LOC, W I > POOL SHOWNLIGHT � I OF POOL LIGHT PAI CMU I DASFDASHEDi VERIFY IN FIELD IQ►, z `---------- -----------------------------------------� 0, -------- \� -------- ----- ----------------------- Q q -i ---------- N Q " ' WEST ELEVATIONA 1 1/4"=1'-O" EAST ELEVATION 1/4 =1 -O" F- E=>GTE=f�101? L_�GT(ZICAL_ F=1>GTUME= ISR UL_E= MARK FIXUTRE/MODEL TOTAL FIXTURES BULB TYPE TYPE OF MOUNT MOUNTING HEIGHT P PROGRESS LIGHTING P567,1-20 5" 9 LED R-20 AMBER SPOT WALL MOUNT 6=8" CYLINDER WALL MOUNT "TURTLE LIGHT" BULB Q EXTERIOR GRADE CEILIN6 FAN 7 NO LIGHTS CEILING MOUNT CELING A•S•B.O, (NO LIGHT PROGRESS LIGHTING P6819 LED R-20 AMBER SPOT WALL RECESS® TOP AT 1'-O" v R RECESSED STEP LIGHT - LOUVERED 5 "TURTLE LIGHT" BULB ABOVE DECK Q co S POOL LIGHT COASTAL IV IN POOL WALL TOP AT +/- 3'-O" HAYWOOD OR EQU L BELOW DECK > O W 0 W Ed NOTE EXTERIOR LIGHTING TO BE IN COMPLIANCE WITH D.EP.GUIDELINES ix E=->GT MI<=>M F°I>GTUI?E=S F=Or2 C>.E=.F'. 4 4 1D INDICATES FIXTURE COUNT K R EXTERIOR LIGHTS MARK Y PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE 12 12 1❑ INDICATES RXTURE COUNT K R EXTERIOR FANS MARK a PER EXTERIOR ELECTRICAL Rom SCHEDULE lO INDICATES RXTURE COUNT K R EMOR LIGHTS MARK R'PER EXTERIOR ELECTRICAL RnJRE SCHEDULE 10 INDICATES FIXTURE COUNT EXTMOR LIGHTS MAIC IT PER EXTERIOR ELECTRICAL RXTURE SCHEDULE fA � NMQ ZQ mptnn �L_��/ATIOIV (VOTE=S / / ---- cn -N � i w J per^ � { Z N�O -9 1 GLASS SEE WINDOW AND DC OR SCHEDULES FOR WINDOWS AND DOORS ALL GLASS TO MEET STATE OF FLORIDA � FSI -c E > "TURTLE GLASS'STAND `� i 1 // HL{ 5 0 U co 4 4 C4 F.I.{ N O hal 10 HH co O a 0 = Q 11 c c h.4 'p LL u rTl >w Fn :E r U m CA Q �^ Q m �Lo N a) - �T----, , Q P^ m �/ IX '�� m • :.\�- `-:• I I i i o oma. ` L I I CL OUTDOOR • �� A I i (� P W/O a 1&vlWER 'AROtW OSIIRE .I 1 I I I I DOORS AT Mww.. ( I' FIRST FLOOR.. I I I I RYPK'.AL1 DAs® II II a i t SOUTH ELEVATION 3/16"=1'O" W Lo W O - --- _ ca O u Q m o 0 12 1� 4 4 12 4 4 11 Hill I R ASFNG FLASIM _ W Q4 c4� V Z clq� N Q � c LLI0Q U) U 0 LLJ = � U0 wUL SHOWDAPIW BiRM bUlf INFilow ROU10 _ ZwU 4"STUCCO TWA AROW wroows 0400., Q O W AT FIRST FLOOR ffypr / Z u F _ � U cf) z Qo,. Q � J NQ NORTH ELEVATION 3/16"=1'-0" Q D O H W cn (D z _O J w m cn5N2Q 0 <0 ZZ U J O'No [W[�� d==^ c, o O U a vi�J 0 U lo: f— O� cn N 04 W N h� 10 N 0 \ E 0, SEENGINE h o ° SPECIFICATIONS 4p 0 o c ix :Qb N 3 -n,f icy A6,4 LL � �o.I� A6,2 v SIMLAR PEAK OF HIGHEST ROOF 12 12 4 � Q4 M. BAH M. CLOSETI n Fl-7 GLASS ENCLOSURE AT SHOWER w U SHOWER TILE ' 2 O IRD C BED 3 \ Q l M, B® FLOOR Q CABS Q PORCH Q Q �BaN®I S-l-----SHO'A � U Q cf) LI m o 11 TILED 9 TOP OF PLYWOOD AT 3RD FLOOR CURB ' 12 4 4 NOTE 2X8 STUDS AT THIS WALL Q NOTE 14TCHEN BALCONY BED 2 CLOSET 2 �� T KITCHEN BACK PORCH Q HERE NOTE CLOSET SHELVES NOT SHOWN HERE c j TOP OF PLYWOOD AT 2ND FLOOR 221ui CANTILEVERED DECK L5/8" TYPE 'X' BOTTOM JOISTS PER STRUCTURAL RREC� SOFRT U OF BEAM (TYPICAL AT CONC, TIE BEAM PER STRUCTURAL GARAGE) 77 • GARAGE �� REC ROOM lcov, PORCH EASURE � aoLu AVERAGE GRADE(20 Ib" NAVD) (-- N 2" SLOPE AT TOP OF SLAB AT HOUSE GARAGE SLAB 08'-O" NAVD) TOP OF FLAT SLAB AT O V2" LIP AT GARAGE (V-8" NAVD) r<J)n U Q GARAGE DOOR - -------- -- -- ------------- --- ----- --------------- ------ --- --------------- Lli U ry W LL r---� ------------- r-- -- r---i --------------- r---i --------------- r---i --- r---i --------------- r-- i W :ff,—— Z w u GRADE BEAM P CTURAL J Q SHOWN DASHED O Z w PILE CAP PER C U STRUCTURAL L STTRCIUUCSTU RAL L .L � ~ z < o, < ,' J co NQ A BUILDING SECTION 1/4.4040 W HARDIE L SIDING (OR HARDIE SHINGLES- TOP OF PLYWOOD Q SEE ELEVA TIONIS)ON AT THIRD FLOOR 3O*FELT N 1/2"PLY SHTG. BLOCKING AT C TRUSSES PE R STRUCTURAL J o NOTE STR PING AT a FRAMING TRUSSES Z NOT SHO HERE SEE STRUC URAL O BTM OF TRUSSES F— Z V O_ DRYWALL J FLASHING HEADER PER STRUCTURAL 5/4X6TIM SEALANT RO,WINDOW HEAD HEIGHT TRIM TO BE SELECTED cl) ^ ('4 < 10 Z 0co�0 UQ W0N# -1 � ONm Lw Za =00 HARDIE SHINGLES DRYWALL ~ O a D J xso � CD INSILAnON � HL 2 X 6 TRIM C TRIM TO BE SEALANT SELECTED 10 O N N JAMB 0 aO N h�1 Q NOTE ALL WINDOWS TO BE 0 G INSTALLED WITH WATERPROOFING ROOF TRUSSES O P PER WP DETAILS SHEET A6.5 PER STRUCTURAL 0 p `2 TYPICAL AT ALL LOCATIONS V1 # =0 METAL ROOFING -p LL N OVER WATERPROOFING 2'-O" MEvBRAhE W m u r OVERHANG 7116"ROOF NSU_ATONM 0 m Q SEALANT SHTG. 3'-0" 4, 2 X 6 TRIM TRIM TO BE SELECT® 2X BLOCKING H 10 Q PER TRUCTURA� OUTRIGGERS FOR OVER-LANG a CDq DRYWALL 12 SAFTER TRUCTURAL S P82 O Q V d 2X6 STUDS T 16"QC, INSULATION 4 12 a� PER STRUC BASE TO BE STRAPPING PER STRUCTURAL SELECTED TOP OF PLATE ROOFING PER VA6.1 4 HARDIE L SIDING 2X TRIM TOP OF PLATE (OR HARDIE SHINGLES- 3/4"SUB-FLOOR PER METAL DRIP DRYWALL Ti 2X TRIM SEE E_EVFELT N ON STRUCTURAL ON WOOD EDGE DRYWALL 1/2 FELT FLOOR TRUSSES PER V2"PLYWOOD SHTG, HEADER PER STRUCTURAL TOP C PLYWOOD 2X4 TRIM AT SECOND FLOOR 2X6 TRIMHEADER PER IvETA DRIP EDGE STRUCTURAL EXPOS D RAFTER STRUCTURAL TAIL W/45 DEGREE 2X TRIM (2)P.T.2X8 PLATE W/ END CUT TRIM PER RN RO.WIDOW HEAD HEIGHT FLASIN SCHEDULE FASCIA SOFFIT,AND STRUCTURAL D(6 PER 1X6 T&G SOFFIT RAFTER TAILS PER TRIM TO BE ANCHOR (NOTCH TOP OF DETAIL 1/A6,1 SELECTED 2 X CAP A RAFTER FOR T&G) 15 DEGREE LOPE R.O.WINDOW HEAD HEGHT FLASHING TOP OF PLATE 2X6TRIM 2X)0TRI rJ TIE BEAM Pir ERSEALANT n STUCCO T NOTE SINGLES TO WRAP CORPBR AT •. • -_ � � STUCCO RE BACK------,,,,.. STAIR TOWER to TO TRIM w � � iX TRIM SHNGLES ON HOUSEWRAP } } `0 IM TO V4"SEAL BEAD ELECTEDE ON PLYWOOD SHTG. ON BA D l2) HARDIE LAP Z x P.T.2X6 BUCK SIDING ——DRYWALL LL 2X6 STUDS AT 16'0.C-- —) Q DRIP CAP AT HEAD INSU_A 2 X 6 TRIM SILL TRIM BELOW � � V Q NOTE ALL WINDOWS TO BE TRIM PER FINISH 2X6 TRIM DRYWALL INSTALLED WITH WATERPROOFING SEALANT SCHEDULE PER WP DETAILS STET A6.5 4X4 BRACKET TYPICAL AT ALL LOCATIONS ----------- - INSULATION :n Q7 TRIM PER FINISH STUCCO RETURN L--------------- SCHEDULE TO TRIM JAMB SEALANT O 1X TRIM TRIM TO BE ap JAMB U SELECTED •I 1/4"SEALANT (2)P.T.2X6 BEAD ON BUCK MIN. BACKERROD b. SILL BELOW JAMB ' SEALANT VW'SEALA 4T BEAD 11 2X4 SILL TRIM AT TRIM PER FINISH ON BACKER OD SEALANT 15 DEGREE SLOPE SCHEDULE 1X TRIM TRIM TO BE DRYWALL P.T.2X6 BUCK 2 X 6 TRIM SELECTED 2X9 TRIS SLOPE SILL (MINIMUM AT SILL DRYWALL 3/4"' TRIM TO BE SEE ENGINEERED AT WALL OF TS AI THICKNESS 2 1/2" SELECTED FLOOR PLAN STUCCO ON FOAM HARDIE LAP BASE TO BE SPECIFICATIONS HARDE LAP SIDING TRIM TO BE TRIM SIDING SiECTED SIMILAR TO VAGI SIEECTED *5 BAR CONC 3/4"SUB-FL OOR PER � STRUCTURA ON WOOD NOS AIRS FLOOR TRUSSES FILLED U B OCK 1 1/2" FLOOR TRUSSES PER TOP OF PLYWOOD SEE STRUCTURAL DRAWINGS STRUCTURAL AT THIRD FLOOR TOP OF PLYWOOD STUCCO AT THIRD FLOOR TOP OF SLAB FINISHED DE 18-0NAVD VERIFY HI3 o —�• o STRUCTURAL STRAPPING (d) NOT SHOWN H13E \ SEE STRUCTURAL.DRAWINGSui ON i JIMIPER 1` I III I Io o _ U) uo �V BTM OF TRUSSES Q . I BTM OF TRUSSES II IIII IIII III co 4 Ly QJ PTO TOP LYWOOD AT TO TOP OF W • i SECOFD FLOOR PLYWOOD AT III IIII I I I I I IIII IIII III SECONIDROOR z W U _ o Q o W �T� III LI IIII IIII IIII S ,�i� � z IIII . - .�- =- = illi IIII IIII III � C W - __ _ Z co —III IIII I - - .: illi IIII IIII Q .Y. N Q 1 TYPICAL ALL SECTION3/4 -., ., .,_ I! 1'-O 2 WALL SECTION AT STAIR TOWER / BEDROOM 3 - 3/4 1.-0 FW- HARDI LAP SIDING FLASHING ROOFING PER DETAIL 1/A5.1 2X10 NAILER TOP OF PLYWOOD J ROOF RAFTERS PER STRUCTURAL w 2X BLOCKING STRAP TIE 3'-O` PER STRUCTURAL �i 0 OVERHANG NOTCH FD O TOP OF BEAM FOR HANGER FLUSH W/TOP CEILING JOISTS N OF PLATE PER STRUCTURAL O -- -- --------PLAT 2X6 NAILER D HU26 HANGERs(N JBTM OF TRUSSES J 2X TRIM 1X4 TRIM 1/2"PLYWOOD 1X4 TRIM METAL DRIP 2X6 TRIM 2X6 TRIM 1X6 T&G CEILING 2X6 TRIM EDGE 1X TRIM ON 2X4 TRIM HOUSEWRAP BEAM PER STRUCTURAL SIDING ON 1/2" EXPOSED RAFTER PLYWD.TO WRAP BEAM FLASHING TAIL W/45 DEGREE 2X FRAMING AT HEADER PER STRUCTURAL 16QC,TO CREATE END CUT BOX-BEAM 2 X 6 TRIM 1X6 T&G SOFFIT i 6X6 POST SHOWN SEALANT R.O.WINDOW HEAD HEIGHT (NOTCH TOP OF RAFTER FOR T&G) 'o i DASHED 2X BLOCKING BETWEEN N TERS i TRIM E..� 9 Q Q'? RAFFOR POST CONFECTION ' 4X4 POST AT 60 DEGR� i i -5 co N cq m OANGLE(CENTER ON POST) � NOTE ALL EXT.DOORS TO BE Z N Z)00 INSTALLED WITH WATERPROOFING PER WP DETAILS SHEET AGS Q. II 5 TYPICAL AT ALL LOCATIONS S p cn 0 t U 10 W CV Q co LL _ DECK®GE \ W�T I BELOW RALING O i F'B'I Q oO HARDIE LAP SIDING �—DRYWALL p fT. ,0 1X TRIM ON ~ INSULATION HOUISEWRAP ON O Q Q V2"PLYWOOD N 2 X 4 TRIM TRIM Q \ TO WRAP ALL ol SIDES OF 6X6w SEALANT j Q POST co 0O Q II q2 6X6 POST JANE 0 0 a 0O p U oJAMB W m o c m 2 ,� ., o m(N Q i 2X6 TOP RALOVERHANG, m y N� ' Q 1X4 EACH SIDE c fA Q m^ m OF PICKETS / r I"1J Q0 CD ol 12 � � lL � i�0,T 2X2 PICKETS W/ 4 MAXIMUM 3 3/4" � BETWEEN EACH i TOP OF PLATE ' PICKET PLI-DEK TWO-PIECE VERIFY WITH STRUCTURAL DOOR PAN FLASHING PER SI-EET A6.5HEADER PLI-DEK P.T. 5/4X6 DECKING STRUCTURAL FLASHING TO 1X4 EACH SIDE ON P.T.2X4 SLEEPERS PER I WRAP POST i C PICKETS NOT 1SHOWN i i W/V4' SLOPE CUT \ TRIM TO BE HERE) i P.T.2X10 DECK JOISTS IN BOTTOM ON PLI-DEK SELECTED WATERPROOFING(PER A6.5) ` TOP OF PLYWOOD 'J PER SILLEVERED TRUCTURAL W/ SYSTEM ON 3/4"PLYWOOD N i V4"X 12"SLOPE IN TOP e R.O.WINDOW HEAD HEIGI IT I I I V2"LIP i . . , • , M I L (2)P,1,2X8 PLATE W/ 2 X 6 TRIM TRUCT P.T.1X6 TRI SANC HORSBOLTS PERAL 1 V2"GAP NOTCH PLYWOOD ' __ �`� !_ ____ _ �`y i TOP OFPLATE �'NT PLI-DEK P METER FOR DECK JOISTS - - -- - - ---- --- --- I I w DECK FLA HNG(PER A6,5) D(4 TRIM 1X12 2 X TRIM TOP OF BEAMI W FASCIA O 2X SUB- ...,; Q� FASCIA TIE BEAM PER o 0 5/8"TYPE X'FIRECODE I I � C/) " 1X4 TRIM T FRAME STRUCTURAL D GARAGE) (TYPICAL AT O I I W r CEILING O BALCONY STUCCO z T&G C BOTTOM OF BEAM BOTTOM OF BEAM LING i' I I m I 1X6 Q 6X8 DECO ATIVE SHARDIEIDING LAP DRYWALL J BEAM�W/ ' RADIUS SIDING INSULATION END I I U UT 2 X 4 TRIM TRIM PER FINISH SEALANT SCHEDULE I I O .o JAMB � ;co I i I I 1 I 0 SEE ENGINEERED SPECIFICATIONS WALL AFD ROOF BEYOND SHOWN SEALANT DASHED CN TRIM TO BE 2 X 4 TRIM SELECTED J Y HARDI LAP SIDING DRYWALL i i � � I i i I FLASHING ui TOP OF PLYWOOD r AT THIRD FLOOR U GARAGE SLAB Z PER STRUCTURAL TOP OF SLAB AT HOUSE 3'-O" Lu co W__O"NAVD co N TOP OF FLAT4 OVERHANG ^' \ SLAB AT GARA `v 2" SLOPED SLAB a c 12 - --------------- o ; P 4p O Q 'D D D Q• � BTM of TRUSSES, U CI) o L �E 1=1II I ( III II � aD III • ( III ( III IIIi� ( III I II1=1 I I M1=1 ilRd III . ( III ( III IIIIII w�1N� o ( III ( III Z ca ( III III ( III ( III III ( III ( III � U ( III ( III I �� WF II ( III ( III ( III , III � � Z ( III II _ _ MIII1=1II _ _ _ 1 I I I 1 I 11= Q � J EPII INEI 111 _ 1111 I III 1111 _ 111 1111 _ PR r 1111 TO T�OF PLYWOOD I i AT SECOND FLOOR N ( IIII � � _ . . . . . illi 1111 . . . . _ . . . . . . . .( III ( III ( III . . , . _ QLWALL SECA61TION AT FRONT BALCONY 3/4"=1=0" PLI-DBC TWO-PIECE �lI DOOR PAN FLASHING 1 Q P.T.STEP AT DOOR SHOWN DASHED o P.T.5/4X6 DECKING P.T.2X12 DECK JOISTS TOP OF PLYWD.AT 3RD FLOOR ON P.T.2X4 SLEEPERS PER STRUCTURAL W/ W/V4"SLOPE CUT V4"PER Y'SLOPE IN TOP o I I IN BOTTOM CNV PLI-DEC WATERPROOFING i ° i J -------- --i SYSTEM ON 3/4"PLYWOOD Lu 1 1 o I 1 I DECK EDGE TRIM AND \ WATERPROOFING SIMILAR ^YTO BB_OW � O N O BTM OF TRUSSES TOP OF BEAM 2 X TRIM Go C� > J TIE BEAM PER BEAM PER STRUCTURAL STRUCTURAL i PLYWOOD CONT.TO BTM OF BOX BEAML,.____BOTTOM OF BEAM FLASHING i i BEAM TRIM SIMILAR HEADER PER STRUCTURAL i i TO 3/AG2 2 X 6 TRIM 2X FRAMING TO CREATE BOX BEAM I I B.O.WINDOW HEAD HEIGHT SEALANT AT W'O.C. 400 I 1 I 1 TRIM I 1 I Ileol Q 0 r 1 Z 0 '00 U) `./ Q 0U) — 0 N I N NOTE:ALL EXT,DOORS TO BE INSTALLED WITH WATERPROOFING i i H 0`0 J PER WP DETAILS SHEET A6.5 TYPICAL AT ALL LOCATIONS i i �.{ 5 0 0 0 s � ' \ _0 h I , I ,0 1 I N i O INSULATION HHARDDIIE LAPSIDII 1 I I I I ^ N n DRYWALL T i i O �QQ TRIM i i O Q TRIM TO BE 2X4TI I •T SELECTED SEALANT i i ap \ 0 co O r I I lu' c7 0, TT//�•� 0 V1 # 0 Q LL U I I 12 W m u: I I 4 QIi(N2 3,�-O,. 0 m N o i OVERHANG' Q t0 I ° CABLE RAIL SYSTEM Q = PER 6/AGlI CD 0 e) q QN O ------------------- 12 ILL o a LL I PLIEDEK TWO-PIECE i ° i T Q 4 DOOR PAN FLASHING i TOP OF BEAM (PER A6.5) i o i TOP OF PLATE P.T. 5/06 DECKING P.T.2X12 DECK JOISTS FLASHIN ON P.T.2X4 SLEEPERS PER STRUCTURAL W/ i o i WAPPOSTO W/1/4"SLOPE CUT V4"PER 12"SLOPE IN TOP , (NOT SHOWN IN BOTTOM ON PLI-DEK 1 I HE RE1 � WATERPROOFING(PER A66) I ° ' CORNG, TRIM AND SYSTEM ON 3/4"PLYWOOD I 1 HEADER PER TOP OF PLYWD.AT 2ND FLOOR N TOP OF PLYWD.AT 2ND FLOOR i i CEILING TRIM SIMILAR I o I STRUCTURAL TO 3/AGR BTM.OF BOX BEAM TRIM PER FIN ' TRIMSCHEDULE SIDING(SEE ELEVATIONS) \ FASCIA AND SOFIIT d: V2"LIPFLASHING i i SIMILAR TO 3/A6,2 2X NAILER PER STRUCTURAL 2X RIM BOARD P.T.1X6 TRIMi i TRIM AT BEAM I—� T HANGER PER STRUCTURAL 6X6 SHOW DASHED 1 V2"GAP cl) OR TS I O,WINDOW HEAD HEIGHTi SIMILAR TO 3/A6.2 1 PLYWD.CONT.TO BTM.PLATE STRAP PER STRUCTURAL i PLI-DEC PERIMETER ' I COLUMN SIMILAR 3/AGR TOP OF PLATE TOP OF PLATE I DECK FLASHING(PER A6,92 X 6 TRIM I I I I IX4 TRIM ON D02 I 1 I I 1X4 TRIM TO FRAME TOP OF FASCIA ON 2X SUB- SEALANT TOP OF BLOCK/TIE BEAM CEILING OF DECK • • FASCIA 1X6 T8G CEILING = P.T.PLATE PER Lo ON V2' PLYWOOD z- STRUCTURAL TIE BEAM PER • • i i V • BTM OF BEAN BEAM PER STRUCTURAL STRUCTURAL W BEAM W/STUCCOccm J STUCCO 8"CMU WALL I I 1 I PER STRUCTURAL W CMU COLUMN O I I BEYOND W/STUCCO (� co i `O 0 1 I , I 1 Q `I I SEE ENGINEERED I I I 1 1 1 I 1 I SPECIFICATIONS I 1 1 ° 1 ° I 1 ER STRUCTURAL W/ i i ``� W PLI-DEf TWO-PIECE P.T.2X12 DECK JOISTS SLAB AT HOUSE DOOR PAN FLASHING Pi o i O PER STRUCTURAL 1/4' PER V'SLOE IN TOP I , 2X TRIM o r 1 TOP OF PLYWD.AT 3RD FLOOR TCP OF PLYWD.AT 3RD FL P.T. 5/4X6 DECKING V ON P.T.2X4 SLEEPERS I o I W/V4"SLOPE CUT I , TOP OF SLAB AT HOUSE TOP OF SLAB AT HOUSE P.T.STEP(DASHED) IN BOTTOM ON PLI ER A 18'9 NAVD BAT OUSE WATERPROOFING(PER AO ° NAVD --- ---- SYSTEM ON 3/4"PLYWOOD o � NLLERTRU �" I I I PORCH • ° Q c E I M 0 Q — BTM OF.TIRUSSES C� o I IIII II2XTRIM wIEMIIII IIIIIIIIo II TEBEAM PER U J -. • ' I I ( I STRUCTURAL Q LL IMA _ W C PI ,� a • ° I=:IS i • . IIII IIII- S RUC _ I �P IIII IIIFLASHING�__ _ III IIIIz w _ __ __ •I �� • • I 1=1 II Iz 5/4X6TRIM wIIII IIIIII IIII IIIII IIII _ SEALANT I I Q I_-II IIII II _ _ - I IIII IIII_ ca TRIM o _ IIIIIIIII III IIII IIII I I � z 1=1III IIIIuuIII IIII IIII I _ I J - __ _ - Md - - -- - - 1=1 IIRM III I I -- III IIII IIII IIII IIIIIIII IIII , IIII IIII I � NQ IIII IIII IIII IIII IIII IIII IIII IIITO TOP OF PLYWOOD AT 2ND FLOOR 4 WAL SECTION AT REAR COVERED PORCHES 3/41#0=10�_06049 61 cn W 0 O 1= z W 0 v> > J co1 (� 10 � -001)� U * m C.) >- 1 m MI�SII CL ° 0 0 F-- 10 04 N I r"I � 0 10 Q 0 � P r^ 12 vl11 O - LL � 'n u r u m t Q M � � F� m U Q �N an FI AS q' dl HMG ROOFING PER TOP OF PLYWOOD AT 3RD FLOOR LL cn a LL DETAIL VA6.1 ROOF RAFTERS CONCRETE PAVERS PER STRUCTURAL +/- 2" SAND LEVELING BASE 3"-O TRUSS HANGER PER STRUCTURAL OVERHANG ATION +/- 8" CONCRETE \ Q COMPACTE/A D EDGE (ROUNDED) \ N SUB-GRADE FINISHED GRADE (VERIFY HEIGHT) 2X BLOCKING 12 4� T 2X TRIM BTM OF TRUSSES -1111 BEAM PER STRUCTURAL ) IIMd II1-�1 ) III ) III ------------- METAL DRIP DRYWALL 2X4 TRIM TO OTT EDGE OCONTINUOUS M OF BEAM ) I I I ) I I I I I I I ( ) I I I I I W EXPOSED RAFTER NAILERS AND HANGERS TAIL W/45 DEGREE PER STRUCTURAL END CUT HEADER PER STRUCTURAL 0 1X6 T&G SOFFIT CV (NOTCH TOP OF RO.WINDOW HEAD HEIGHT RAFTER FOR TAG) If . .. co (77PAVER DETAIL 3/4 =1 -03 Q 2 a o 5/16"HARDIE PANEL DRYWALL INSULATION 5/4 X 6 TRIM TRI DRYWALL M SEE ENGINEERED SEALANT Q SPECIFICATIONS VERIFY ELEVATION OF GRADE SILL BELOW 45 DEGREE END CUT CONTINUOUS III II ALANT I I �C I P.T. 2X8 HORIZONTAL TRIM ) I I I I I P.T. 4X6 POSTS AT 32"" O.C. TO MAXIMUM X SLOPED— 4'-O""HIGH I III ) IIIui V2"OVERHANG INSULATION /4 X 6 TRIM 4"X 1"TRIM TO REATE FRAME WITHIN ANEL 'HARDIE PANEL ,>6 W OFF IFGRADco OELEVATION (N Q co TOP OF PLYWOOD AT 2ND FLOOR II I ) I I I U) U 0 o RAIL 2X6 CAP WALL ) III ) III illi III /4 X b TRIM ui ASHNG `9 U 0 _ _ 2X4 RAIL o III ) I I I ) I I I I I I D POST XI 2X8 DB AR TOP OF PLATE 4X4 POSTS AT o J. +/-5-o-O.0 ) III ) III ) I I I Z w • • STAINLESS CABLE ATMA� CABL i I NO I I I I i RACKET AND SOFFIT MLAR TO 3/A62 '� Q 3 V2"SPACING Q TIE BEAM PER Go 0 3 1/2"' 0 W STRUCTURAL TYPICAL ) I I I ) I I I I I I Z, o S M .. L o NOTE;PROVIDE CONCEAL® —\ o I I kM I I ci==lII 1�ct c T TOP OF POST BASES Q SLABB AT HOUSE DECKBELOW o ) III � J e) NOTE VERIFY FINAL RAILING DECISION WITH OWNER � N 5 WALL SECTION AT SITTING ROOM 3/4"=1'-0" (6) STA NLESS STEEL CABLE RAIL DETAIL 3/4"=1'0' C8) WOOD RETAINING WALL DETAIL 3/4"=1'-0" 61 i w Q 0 J v � � cn Z LLE co z 0 1 5 w 2N 6",26 GAUGE — GALVANIZED ;`L"METAL Q f 3/4 OZ,FIBERGLASS&PD RESIN (BONDERIZED) 1 (CONTACT PLI-DEK FOR k RE UIREMENTS GU80 BASE COAT / GLT80TOP COAT ' , ,� ,,/� : i <,, � ! GSBS PIGMENT SEALER / �;�� �, y� MIN.26 GAUGE 4�� t40 SIDING �, GALVANIZED SHEET j s � �/ � ��� METAL FLASHING i / (BY OTHERS} l /A i , f.3 lf"RISE, ti,,,,,, , u, ✓ WEEP-SCREED ( ) ED FLASHING BONDERIZED 3 OZ. .. , FIBERGLASS&PD RESIN a ,,r - . .. kkXv Q xxxa a xxw� ,kr3cr xs xx e x 1 .X;cx.... x 1 ✓ - c0 °� ",. . f--.__. _. ._ � .�� ,.._ „ ,,, ,� - ,,.. 1,50'I��7 .. CON v I r� ✓, r: -_ _._.... / TACT PLI-DEK FOR O # j �. �.. - .. 1. t /i,; -:, tea- y'� U 0 r. � / _., _,t _ _ :_. ,_.. <. � .. 6 MIN , ; �, , , � r__._, ~" s . � /i� /i _ :::, .____ . . ,. ,. RE L:iREMENT J SL...PEl7:'T3CK { ) Q W !� ..... r. . .. </,, 0 cn N �� ;....::.:: __ GU80 BASE COAT __,�_, ' >� rj� 0 TOP AT H � � a 50 MVI � _ GL,B CO ii .. E > I _._. � GS88 PIGMENTED - m .<., �, 2,5 GALVANIZED METAL LATH .. 'I ....._ a i / / / �,l,,,<,L > ) SEALER i ........... c........ i _... 5/8 LIIN.EAT'OSURE 3 SFILATHING .... STUCCO FINISH ✓ (3/4 RECOMMENDED)SLOPE 1l4 PER 1211 7 r ,:i ' ref „ (BY OTT. �.t ���,2F �' � �, �. r � . / :. _max , NAILER OR PLYWOOD _........._ ..: . xa4ux - x xxxcz�54xxxxx : xxr (VERIFY FINISH � �. . OVER EXTERIOR FiNISI-I ,-- -:--F04 STRUCTURAL FRAMING N r' �j OTHERS)Or . � . _.. - ...H KM 5/8"MIN.EXPOSURE 1 SHEATHING N W (2")Iv4iN. SLOPE I/4REC�PEREI DED} 0 12" co y ; Go 2.5 GALVANIZED METAL LATI-t � 0 p H 0) ex ASTM C-920 POLYURETHANE 0 B nMin.` 0 1*]1 61!e ti s SEALANT AFTER COMPLETION �� 1 � _ s OF FIBERGLASS PD RESIN �-I _0u. tri, ri. to t r ue � � � W m r cu)a01�< m m L0-0 UpQ3rN v a :< i--I 0 ; Q DETAIL-PERIMETER DECK FLASHING DETAIL DETAIL-DECK TO WALL FLASHING-SIDING rn 0, LL fr ,,r . �. Check SCALE: N.T.S. SCALE: N.T.S. WEE SCREED DETAIL NoTeS, 3 PERIMETER DDETAIL N,TvS, 5 DECK TO WALL FLASHING DETAIL N.T.S. ,t a UJINDMOUJ IN5T,4 LAT ` ?METHOD -1 IJ aI I�1`b� ER 64' ), PP-l-,W F"ZIOR TO 7, F INISTALL «TI _ ,L,ASPII Aftl= ( VM 11FACE <Xf Ti-E 1ll4kNTIW.-CFLAP4t, 0 o O � r C 7 co x AT% 6 a J 3 WO - , w E y 'ss q T. . TLli�a PAM or ro4z 014�_AW, BRADQ 1 FACE NAIL(A MIN.OF AlJ' 1/8"OR 1 j4'KREK TO GO IN CURB CUT °4 , u ° ' 1 TWO NAILS PER SIDE) AROUND POST __ AT THE FLASHING ON fel fi erg TO SIDE � s / 6 f t imn Y l'w t - WOOD POST 1 EACH SIDE OF POST ow LJ~CCAP CO- t Aty " APPLY ASTM C-920 POLYURETHANE SEALANT r J E ) � a / AF `Y�%F» TO SUBFLASHIFLOOR WITH NG 15 II (' '' BEHIND FLASHING AND AT %.Y ,�fi e NAILS ON ALL SIDES THE TOP OF THE FLASHING AT�a , E 9's �€ ! 4 f -- � N/�/ APPLY ASTM C-920 POLYURETHANE I` r 1 -c e! ) ,Wr,. 26 GAUGE GALVANIZ - :, � SEALANT AFTER COMPLETION OF g A, ' APPLY C-920 POLYURETHANE FLAT METAL INSTALLED 11 T66 OW,AT WEAD,VSM J" Y THE PLI-DEK BASE COAT AROUND TA . I ) ! JOINT SEALANT AFTER COMPLETION O rT ALL CORNERS OF THE BASE OF POST, PLAT ONMR WRAP KA*Q40� ''% OF FIBERGLAS br PD RESIN POST AND NAILED TO THE AP THIS GS88 TO BE AT ELI-t T � e ig *, k 1 SUBSTRATE AND SEAL I ' - GALVANIZED DECK FLASHING E COATED f , WITH SEALANT ON ALL VERTICAL FLASHING ATHEAD (BONDERIZED)MIN 2"ON DECK AND HEIGHT b"(752 M4)OVERLAP WALL WOOD POST , , TO DECK FLASH 4"{1I70 vl1�I)ON ASTM C-920 / 1 4 NOTCHED WOOD TRIM ft r:I AROUND PERIMETER OF BASE 6? Y r� �/ �`;; r'/ (OPTIONAL) �OO (CONTACT EITHER SIDE CSF OPENING POLYURETHANE rSEALANT,3j OZ.FIBERGLASS&PD RES IVASTM C-920 SEALANT PLI-DEK FOR y REQUIREMENTS)WEEP 0011rom OF T�a 3/4 OZ FIBERGLASS dt WEAD l / j , PD RESIN(CONTACT PLT-DEK FOR - ~ �I F- 2.5 GALVANIZED METAL LATH ," �, s Tri , '�6E� 1.'!` I�� m,� � I1 % ;; ✓ REQUIREMENTS) y. GU80 BASE COAT ASTM C-920' ✓/ // /%% .� ,, uj M „ ;, / 1 �i r ff„ GU80 BASE COAT I: J THRESHOLD FLASHING ' ' POLYURETHANE - x s { l GU80 TOP COAT y r ) t r s, PAN SEALANT AFTER ,� je �z,t, 2:5 GALVANIZED METAL LATH 5 �; '���� � � I I GS88 PIGMENTED SEALER FIBERGLASS&PD RESIN CU80 TOP COAT' j s' f / GS88 PIGMENTED SEALER z co �,i ;or, rrcrFair rmiii,J,c,,, TO 0 -�. . N ., EXTEND z N co_ _, ._ .._ ._....,......_ ._._.... _ ,..w........._.,.._ kc AT u E e .,,,, z, �; �:, ._ WR 7�,W5 FLAP a OF IMATTW5 8"MIN.EXPOSURE �, cl) _ '�"' �-.� �, ,,;; , , �' �' S/8"1�4TN.EXPOSURE 1 SHEATHING � I �a � � ``•.�€ ,; �� .'., 1 SHEATHING 26 GAUGE BONDERIZED 2-PIECE: � r „ (3/41'REC MM ( ) I I I RECOMMENDED)SLOPE 1r 3 4"RECOMMENDED) SI-IEET METAL S „ W ( j ) ADDLE NUN. O ^, �, A SLOPE 1/4 PER 12 . � ( PER 12" ' _. ` LAP FULLY BEDDED IN SEALANT. Lvr . ` � t , , - SEALANTBETVi 1 EN FULL EMBEDMENT` ! ALL 4 SIDES OF POST TO J ` um c4owsloN 9961ST F PERS OF ( Q �T , w FLASHING AND THRESITOLD, SEALANT BETWEEN FLASHING STRUCTURAL DESIGN FLASHED) U f LL (BY OTHERS) �/ AS WELL AS BETWEEN DOOR AND COMPRESS TOGETHER ` +, JAMB AND THRESHOLD POST CONNECTION I �r (1 WA/7L SUN "A` ; 1 � (BY OTHERS) Z W U �� AT A 45 J Q 1SAMQM s IST Q O W ro�Mllt. Z m 000 W fi J U w _ DETAIL-THRESHOLD TOP LEFT THRESHOLD FLASHING-TWO PIECE DOOR PAN FLASHING 1-1/2"MIN. H- DETAIL-WOOD POST FLASHING � � CA Z SCALE: N.T.S. SCALE: N»T,S. p. J `` // C F— SII v NQ 2 TYPICAL WINDOW WATERPROOFING DETAIL CN,T,S, 4 THRESHOLD FLASHING - TWO -PIECE DOOR PAN FLASHING N,T,S, 6 WOOD POST FLASHING DETAIL NoTise I I E-?GTE-r-R10FZ PEE L_ PEE CTIZICAL_ F=IXTUFR E-= SCHF==pUL- E-= E=_ MARK FIXUTRE/MODEL TOTAL FIXTURES BULB TYPE TYPE OF MOUNT MOUNTING HEIGHT l LAYOUT, THIS DRAWING IS DIAGRAMMATIC IN NATURE AND SHOULD NOT BE 5. COORDINA110M GC TO COORDINATE THE WORK OF ALL MECHANICAL AND (� SCALED. ELECTRICAL EQUIPMENT SHOWN IS IN GE3NERAL LOCTIONS GC TO ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONR_ICT WITH Q P PROGRESS LIGHTING P5674-20 5" LED R-20 AMBER SPOT WALK-THRU THE HOUSE WITH THE OWNER PF40R TO INSTALLATION OF p �,gpEg 0 CYLINDER WALL MOUNT 9 "TURTLE LIGHT" BULB WALL MOUNT 6-8" OUTLETS, SWITCHES,FIXTURES, THERMOSTATS, ECT. 6, DATA/PHONE/CABLE: GC TO PROVIDE A CENTRAL DATA CONTROL BOX J 2 CODES GC TO CONFIRM THAT ALL ELECTRICAL REQUIREM3dTS AS PERNO LIGHTS CEILING MOUNT CEILING FOR DATA, PHONE, AND CABLE WIRES TO BE RUN PROVIDE HOIvERUNS TO V _ Q EXTERIOR GRADE CEILING FAN APPLICATBLE CODES ARE COMPLIED WITH INCLUDING BUT NOT LIMTED TO A.S.B.O. (NO LIGHTS) OUTLET SPACING, OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS BOX FOR ALL PHONE AND CABLE WIRES OF GR OR OTHER PROTECTIVE DEVISES, ETC, 7. FIXTURE HE IGHTS/WEIGHTR GC TO VERIFY THE WEIGHTS OF ALL HUNG Ems-- PROGRESS LIGHTING P6819 LED R-20 AMBER SPOT FIXTURES AND PROVIDE BLOCKING AS REQUIRED, FOR EXTRejE Ly HEAVY R WALL RECESSED TOP E ECC 3 SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS WITH OWNER PRIOR TO ITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER HEIGHTS OF WALL w � I RECE=SSED STEP LIGHT - LOUVERED 5 "TURTLE LIGHT" BULB ABOVE DECK START OF WORK MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO O 4 SMOKE DETECTORS GC TO VERIFY THAT SMOKE DETECTORS ARE PROVIDED INSTALLATION OF ROUGH BOXES EL En S POOL LIGHT COASTAL IV IN POOL WALL TOP AT +/- 3'-O" AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE 8, PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL, 0 5 HAYWOOD OR EQUAL BELOW DECK O NOTE; EXTERIOR LIGHTING TO BE IN COMPLIANCE WITH D.E.P. GUIDELINES H � N C,� cn I LAYOUT., THIS DRAWING IS DIAGRAMATIC IN NATURE AND SHOULD NOT 5, ZONER PROVIDE ONE AC UNIT WITH ZONES PER SPECS. v" BE SCALED. HVAC EQUIPMENT SHOWN IS IN GENERAL LOCATIONS GC LL E-X T E-F-Z,1 O F-� F=I X T U F-Z E=S F=O RZ p. E_, F' , TO WALK-THRU THE HOUSE WITH THE OWNER PRIOR TO INSTALLATION OF ANY HVAC EQUIPMENT AND CONFIRM LOCATIONS OF SUPPLY AND UNIT 1 FIRST AND SECOND FLOOR RETURN GRILLES, THERAOSTATS, ETC. lD INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK ?' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE 2 CODER GC TO CONFIRM THAT ALL HVAC REQUIREMENTS AS PERUNIT 2 THIRD FLOOR APPLICABLE CODES ARE COMPLIED WITH INCLUDING BUT NOT LIMTE D 6. AHII� FOR ALL AHU'S PROVIDE PVC CONDENSATE DRAINS TO THE co 0 N co TO SIZING OF EQUIPMENT, ENCLOSURES, EFFICIENCY NCY RATINGS, ETC, EXTEI210R PROVIDE CUT-OFF FLOAT SWITCH IN PAN AS BACK U'. [-� g 1 INDICATES FIXTURE COUNT FOR EXTERIOR FANS MARK Q' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE a cooRtiINAT10Nk GC TO COORDINATE THE WORK of ALL MECHANICAL Q v01 � 7. COWRESSORR VERIFY LOCA11ON OF COMPRESSORS IN FIELD. U J � 0 N tea, AND ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONFLICT cn lO INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK R' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE WITH OTHER TRADES H Z N I _ 4. E)(IiAUST FANS: PROVIDE E)(HAAUST FANS IN LOCATIONS INDICATED. VENT h-- (D °'c J TO EXTE3tIOR WALL, SOFFIT, OR ROOF. VERIFY VENT LOCATIONS PROVIDE Y 0 1 INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK 'S' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE 5 s CAPS ON E XTE�OR DESIGNED TO PRE=VENT 'BACK FLOW." U W � co 1 04 F-'1 N I N �I_ �CTI�I C L_ SYMBOL_ S KEY w 0 N DUPLEX RECEPTACLE WALL OUTLET co N 00 64 0 DUPLEX RECEPTACLE WALL OUTLET - V2 WIRED TO WALL SWITCH 0 $ Q # o -p DUPLEX RECEPTACLE WALL OUTLET - WEATHERPROOF a: U � > s 2 DUPLEX RECEPTACLE WALL OUTLET - INSIDE CABINET LOCATION m TMS IJRAWING IS NOT REQUIRED o m�Q vcB DUPLEX RECEPT CLE WALL OUTLET - ABOVE CABINET LOCATION AS PART OF THE PLAN REVIEW DOCUMENTS PER FBC-R, U p '�c O N a QUADRUPLE REC TACLE WALL OUTLET THEREFORE IT IS NOT REVEIAI�.I H Zv w FOR CODE COMPLIANCE O a Q� � Ov�au� ® DUPLEX RECEPTACLE FLOOR OUTLET - SPECIAL EQUPT. DIRECT WIRE OR OUTLET, VERIFY W/ EQUIP. SPECS <\ RECESSED INCAN ESCENT DOWNLIGHT - SURFACE MOUNTM INCANDESCENT FIXTURE PROVIM GFC1 AtIA ARG RECESSED INCAN ESCENT (DIRECTIONAL) FAULT PAoTEGTIpN q$ � WALL MOUNTED INCANDESCENT FIXTURE REQUIRE SY CODE r———— -———————————— -�- SURFACE MOUNTED ATTIC FIXTURE I W ® PENDANT FIXTUREI ------------- • Ln - ----------- ® SURFACE MOUNTED FLUORESCENT FIXTURE � ---- -------� j----- ----- —S SINGLE POLE LIGHT SWITCHco I 1 I I I POOL LIGHT J —S D SWITCH WITH RHEOSTAT/DIMMER i i R� i 1 j °dam I 1 o a —SL LIGHTED LIGHT WITCHi *G.D.O. I I 11.4POOL I I ., SHOWN —C CENTRAL VACUO RECEPTACLE i i I U I i I DASHED I I I I I I TV. JACK i I III I �, ,' TO I 1 II ' I , ---1 PHONE JACK –––––––––––– K11 1 I FAN PROVIDED --- BY OWNER 0 FLOOR MOUNT PHONE JACK I GARAGE -I I I 1 ------------i III Jul I I ® DATA PORT I I I I I I 1 I I I 1 1 i DOORBELL AND HIME 8 COVERED i l —6? REMOTE SPEAKER LOCATION i i PORCH *G.D.O. EXERCISE EXHAUST FAN ,_- --- I I I 1 I CEILING FAN I 1 AC STORAGE SpIN -STEP LIGHTS -- i I PER B.2 TO SWITCH i 2 SURFACE MOUNT FLOOD LIGHT AT FOYER I SD 1 I In I U L--T------_ co FAN PROVIDED I" -� BY OWNER ---- SURFACE MOUNT TRACK LIGHT i STAIRS _ I' ® I ENTRY POCK n ----a---- ---------- - , --T---r--�T I -*---- ------+- I �^' RECESSED WALL STEP LIGHT i cE3 � �______ " � I I c� I LAUNDRY 1 � T___r_ I I 1 EL� U I i l I 1 i I `v —® ELEVATOR CALL BUTTON ST�RAGE m 1 l ill 1 1 � (N I I I III I Td s6VE ELEv W D --'---'---'--i --'----a------' i O Q SURFACE MOUNTEDLV DECK/STEP LIGHT 3 – – `y_ - - --- -#------- -" 7 I ' VJ V I W UNDERCABINET OWLET STRIP ______________ J LV LANDSCAPE _ UNDERCABINET LIG T STRIP LIGHTS U O J + + w LL UNDERCABINET PUCK LIGHT AC 1 AC 2 4 5 6 & : LV STEP LIGHTS Z w U ® ELECTRICAL PANEL PER 12 Q O w SD SMOKE DETECTOR �(� Z ca � z SD U COMBINATION S KE + CO CARBON MONOXIDEDETECTOR Z — UVDERCAB RIBBON L.IGHT H —Ps—Ps—Ps— PLUG STRIP NQ L.I.F. LOCATE IN FIELD FIRST FLOOR E LECTRICAL DIAGRAM ., 1/4 -1 O 1 E.>GTE=1�lOf� E-L— �CTTZICAL_ F=I >GTUfZ� SCHE-C]UL— I== D MARK FIXUTRE/MODEL TOTAL FIXTURES BULB TYPE TYPE OF MOUNT MOUNTING HEIGHT Q P PROGRESS LIGHTING P5674-20 5" 9 LED R-20 AMBER SPOT WALL MOUNT 6=8" J CYLINDER WALL MOUNT "TURTLE LIGHT" BULB Q U Q EXTERIOR GRADE CEILING FACie N A,S,B4O, (NO LIGHTS) 7 NO LIGHTS CEILING MOUNT CEILING U W cn R PROGRESS LIGHTING P6819 5 LED R-20 AMBER SPOT TOP AT Y-O" w WALL RECESSED O RECESSED STEP LIGHT - LOUVERED "TURTLE LIGHT" BULB ABOVE DECK DC V5 S POOL LIGHT 1 COASTAL IV IN POOL WALL TOP AT +/- 3'-O" O 04 HAYWOOD OR EQUAL BELOW DECK I LL NOTE; EXTERIOR LIGHTING TO BE IN COMPLIANCE WITH D.E.P. GUIDELINES Z O U w ff� a, 1D INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK 'P' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE INDICATES FIXTURE COUNT FOR EXTERIOR FANS MARK Q' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE lO INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK R' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE � 9 o a qco_u 1-4Y B 5 0 0 co lO INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK S' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE U c o 10 N W " w 0 E=-CTRI AI- SYMBOL- S KFEY w N DUPLEX RECEPTACLE WALL OUTLET 0 \ co 0 o. DUPLEX RECEPTACLE WALL OUTLET - I/2 WIRED TO WALL SWITCH C/1 o 0 Q j DUPLEX RECEPTACLE WALL OUTLET - WEATHERPROOF w > r m U t =rxm DUPLEX RECEPTACLE WALL OUTLET - INSIDE CABINET LOCATION 8 m�1-k PROVIDE GFCf AND ARC Q m Q N�N N vc6 DUPLEX R EPTACLE WALL OUTLET - ABOVE CABINET LOCATION FAULT pRpTECTION AS U o ^0 Q ;DF m QUADRUPLERECEPTACLE WALL OUTLET REQUIRED BY CODE a 0 aLL ® DUPLEX RECEPTACLE FLOOR OUTLET -iia- SPECIAL BDUIPT. DIRECT WIRE OR OUTLET, VERIFY W/ EQUIP, SPECS + RECESSED INCANDESCENT DOWNLIGHT THIS DRAWING 1S NOT REQUIRED - SURFACE OUNTED INCANDESCENT FIXTURE AS PART OF THE PLAN REVIEW DOCUMENTS PER FB04;4 THEREFORE IT IS NOT REVIEWED RECESSED NCANDESCENT (DIRECTIONAL) FOR CODE COMPLIANCE WALL MOUNTED INCANDESCENT FIXTURE - SURFACE NIOUNTED ATTIC FIXTURE `5 II 1, Y/ O PENDANT FIXTURE --------- — — — — — — — — — — r — — — — — uc_—_uc—uc—uc—uc—uc—uc—uc c—uc 1 u5 I I — — 1 uc nuc—uc uc= ® SURFACE MOUNTED FLUORESCENT FIXTURE i i � I pQj(D 151BEDROOM i m m SINGLE P E LIGHT SWITCH 11 FAN PROVIDED '� i L.LF, ( I z p O I I BY OWNER I I I � � I I 4 3 di 1 1 3 ------ v —S p SWITCH WITH RHEOSTAT/DIMMER I I I I I � o V Q PANTRY KITCHEN _ I o �.' LIGHT® LIGHT SWITCH I 1 uc—uc uc - FAN PROVIDED L - _ BY OWNER I =1 -------- Uma ------- CENTRAL I -G CENTRAL ACUUM RECEPTACLE oz S�j ------- ( I I I- T.V. JACK i i CLO ET 2 GD ; ®uF SD --/ JACKI I PHONE BACK I I I • PORCHBAL 1 FLOOR MOUNTED PHONE JACK - I ® DATA POR I I II 1 1 ' I I �I —D —© DOORBELL AND CHIME —STEP LIGHTS —® REMOTE S EAKER LOCATION I ® ,O vc ABvcB REF i i ON PHOTO-CELL I 0 SD loluF (TYPICAL) I I C� ' ' SD I ® EXHAUST FAN I I _____ -- - FAN PROVIDEd - BY OWNER 1 I I C I I I ! CEILING FAN 1 1 FAN PROVIDED D 11 TO GARAGE I 1 BY OWNER LIGHTS BELOW 3 I I 3 I I �Y L II ui SURFACE MOUNTED FLOOD LIGHT DN ui 04 c ,V-- LJ --- II SURFACE MOUNTED TRACK LIGHT S LIP COATS • ON PHSTEP OTO-CELL L.I.F. z ce) ® RECESSED ALL / STEP LIGHT 14 PI crYPICAu 191, � TO u S DN SEDC STORAGE � 1 1 F- N ECB L� —Q ELEVATOR ALL BUTTON STAIRS TO SWI CH OW DN i i Q (y) AB ° Q SURFACE M UNTIED LV DECK/STEP LIGHT Ac 1 D 1 VJ U —•—•—•— UNDERCABI T OUTLET STRIP - ---- ------ - ------------ -- -- TO OE LE EI U ® UNDERCABI T LIGHT STRIP < -i LL UNDERCABI T PUCK LIGHT W = ® ELECTRICAL PANEL J Q ° G ca SMOKE DETECTOR OA*- Z � , 1 2 U SD COMBINATION SMOKE + z C®l' CARBON MONOXIDE DETECTOR QA Z Q q Q —uc—uc—uc— INDERCA6 RI BON LIGHT —Ps—Ps—Ps— PLUG STRIPy N Q L.LF. LOCATE IN REI SECOND FLOOR ELECTRICAL DIAGRAM -°- - -- 1/4 -1 O H Q E=>GTE=IRI <=>FR, F=I >GTUPRE= SCI--IEUL_ E= MARK FIXUTRE/MODEL TOTAL FIXTURES BULB TYPE TYPE OF MOUNT MOUNTING HEIGHT PROGRESS LIGHTING P5674-20 5" LED R-20 AMBER SPOT J P CYLINDER WALL MOUNT 9 "TURTLE LIGHT" BULB WALL MOUNT 6'-8" U EXTERIOR GRADE CEILING FAN ��- Q AS,B.O, (NO LIGHTS) NO LIGHTS GEEING MOUNT CEILING U w PROGRESS LIGHTING P6819 LED R-20 AMBER SPOT TOP AT 1'-O" W Z R 5WALL RECESSED O RECESSED STEP LIGHT - LOUVERED "TURTLE LIGHT" BULB ABOVE DECK O c W POOL LIGHT TOP AT + - 3'-O" S HAYWOOD OR EQUAL ) COASTAL IV IN POOL WALL BELOW DECK O / NOTE; EXTERIOR LIGHTING TO BE IN COMPLIANCE WITH D.E.P. GUIDELINES = E=>GT'E=r---ZIC>I- F=1 >GTUr-RE=S F=C>r-;Z 1 >. E=. P . INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK 'P' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE c p o Q m0M� 10 INDICATES FIXTURE COUNT FOR EXTERIOR FANS MARK Q' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE U J � 0 N a > I C Z N C=o) 0 U O INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK R' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE fHII (D a D co -J W5 °o m 10 INDICATES FIXTURE COUNT FOR EXTERIOR LIGHTS MARK 'S' PER EXTERIOR ELECTRICAL FIXTURE SCHEDULE c F- u h� N I W 0 w10 SYMBOI- S KAY Q 0 N "0, DUPLEX R 0 RECEPTACLE WALL OUTLET a V1 = Q DUPLEX RECEPTACLE WALL OUTLET - V2 WIRED TO WALL SWITCH - o - u W � uL m U t DUPLEX RECEPTACLE WALL OUTLET - WEATHERPROOF -cc Lo DUPLEX RECEPTACLE WALL OUTLET - INSIDE CABINET LOCATION THIS DRAWING I$NOT REQUIRED m Qso Cc, rye AS PART OR THE PLAN REVIEW (� CD vice co : DUPLEX R CEPTACLE WALL OUTLET — ABOVE CABINET LOCATION DOCUMENTS PER FBC-�' ~ 0 � °'q a, O aQOfy THEREFORE IT IS NOT REVI1LL 0 5):Q,LL 1 � QUADRUPL RECEPTACLE WALL OUTLET FOR 040E COMPLIANCE IAtEp ® DUPLEX RECEPTACLE FLOOR OUTLET + SPECIAL EQUIPT. DIRECT WIRE OR OUTLET, VERIFY W/ EQUIP. SPECS + RECESSED INCANDESCENT DOWNLIGHT pR4Vtt)E GFa AND ARC SURFACE OUNTED INCANDESCENT FIXTURE FAULT ppIpTEG1`ION AS REO UIRED BY CODE RECESSED INCANDESCENT (DIRECTIONAL)- WALL MOUNTED INCANDESCENT FIXTURE w - -- SURFACE MOUNTED ATTIC FIXTURE - I---------------- MASTER ABv � w CL � O �i PENDANT FIXTURE Q WC m m ® SURFACE MOUNTED FLUORESCENT FIXTURE c o � � O IIS � SINGLE POLE LIGHT SWITCH m o 0 MASTER BEDROOM MASTER D SWITCH WITH RHEOSTAT/ DIMMER I CLOSET —�L LIGHTED LIGHT SWITCH MASTER — —————————— • ,,--- —{ CENTRAL VACUUM RECEPTACLE _ + T.V. JACK BEDROOM 3 i I IN ATTIC I --1 PHONE JA CKD I I L.LF. �___ THIRD I I FLOOR FLOOR MOUNTED PHONE JACK ABVCB PORCH ® DATA POT ,,---- ---© DOORBELL AND CHIMEI I P.T. MASTS I I STEP ( J —� REMOTE SPEAKER LOCATION SD ® EXHAUST FAN I � � I SD l Co CEILING FAN SD II uiI SURFACE MOUNTED FLOOD LIGHT VI I I V r- I T MATCH — ---------- z ce) SURFACE MOUNTED TRACK LIGHT B C B� WI CH AHU 2 L NG Ca vcB ' RECESSED WALL / STEP LIGHT �i LACY ART ROOM N ® ►-- � � � ELEV �I (BEDROOM 4) —[� ELEVATORCALL BUTTON JI VSrB � � U) UD SURFACE MOUNTED LV DECK/STEP LIGHT ....... UNDERCAB NET OUTLET STRIP i L- U w LL e� UNDERCAB NET LIGHT STRIP ----------------- ----------------- tv _ UNDERCAB NET PUCK LIGHT Z WU Q 0 w ® ELECTRICAL PANEL �. Z m � -1 u 5D SMOKE D TECTORIII cn ~ ® SD COMBINA11ON SMOKE + Z G;C CARBON MONOXIDE DETECTOR Off. < q J — ,,c—uc— UNDERCAB RIBBON LIGHT ~ �z NQ —PS—F!S—Ps— PLUG STRI L,B.F. LOCATE I FIELD THIRD FLOOR ELECTRICAL PLAN 1/4"=1=0" 1 , 3