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920 SAILFISH DR-REMODEL SITE PLANTABLE OF CONTENTS_711 I TO L J SP1 - COVER SHEET/ SITE LAYOUT E QTR vGIN ® _o 1 — FLOOR PLAN & WALL SECTION a 2— EXTERIOR ELEVATIONS & ROOF LAYOUT 920 Sailfish Drive West N E1 1st. FLOOR ELECTRICAL FIXTURE LAYOUT a F1 TYP. FLASHING DETAILS Atlantic Beach, Florida 32233 s' `51.0 - STRUCTURAL�16 ry CO 0� v a o 02 1; � t o Y �J A: . yS �'o a'. •al a Q � C), a� \s,>° COMMUNITY DEVELOPMENT A APPROVED .1U !h�v�/\� .� aa� \ o 0 \ o o OZ \ II �d / - � � w N / / d Q 3 M W o 0, w -CURRENT FLORIDA BUILDING CODE �� 01 CURRENT PLUMBING FBC -CURRENT MECHANICAL FBC 1,555 S,F. BUILDINe PAD g +482 S.F. GONG AREA Q Q o O -CURRENT FIRE PREVENTION CODE =2,040 S.F. IMPERVIOUS AREA ` \a / mm -CURRENT NATIONAL ELECTRIC CODE +6.9e2 s.F. PERVIOUS AREA =9,002 S.F. TOTAL LOT AREA CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE 17% BUILDING GOVERAGE / g a t-5& GONG. COVERAGE mo -WIND SPEED = 130 M.P.H. =229k TOTAL LOT COVERAGE (IMPERVIOIS AREA) r -THIS BUILDING IS NOT IN THE WIND-BORNE DEBRIS REGION. P -EXPOSURE CLASSIFICATION= ENCLOSED BUILDING -BUILDING CLASSIFICATION = CATEGORY II (RESIDENTIAL)Site Plan Notes drown by o J:M.B.. -OCCUPANCY CLASSIFICATION: GROUP R3 (RESIDENTIAL) I. Tttls h not a survey. E date -CONSTRUCTION TYPE: 5B (UNPROTECTED, UNSPRINKLERED) MARCH 9, 2018 REV. 2. Pool Design and location shown are only suggested. s job no. 3. Landscaping design N others. 1&102 -Ail electrical wiring to be in accordance with current NEC. Provide arc-fau t circuit interrupters in NOTE: 2 iV� l �' NRITMN DIMENSIONS SHALL HAVE PRECEDENCE �, Shest no: accordance with 210' 12 OVER SCALE DIMENSIONS. Contractors shall verify v A FOUNDATION SURVEY SHALL BE PERFORMF and be responsible for dimensions and conditions v -A foundation survey shall be performed and a copy of the survey shall be o site for the building AND A GOP`r OF THE SURVEY SHALL BE ON THE of the job. inspectors use prior to framing inspection. SITE FOR THE BUILDING INSPECTORS USE PRIOR Site Plan m S TO FRAMING INSPECTION Scale: AS NOTED ;g E -EXPOSURE CLASSIFICATION = —.ENCLOSED BUILDING BUILDING CLASSIFICATION = CATEGORY II RESIDENTIAL) FIT�N5 e Flan Notes l � is not a surve- Y CLASSIFICATION. GROUP R3 RESIDENTIALy. -OCCUPANCY ) � 2. Pool Designn and Loc ation shown -CONSTRUCTION TYPE.SB (UNPROTECTED, UNSPRINKLERED) are only suggested. 3. Landscaping design by others. a revisions NOTE: L m - _ accordance with 210.12 FOUNDATION SURVEY SHALL i�ERIORMEI� a .. E C AND A GOPY OF THE SURVEY SHILL 8 ON THE E OJ 0 C: 0 SITE FOR THE BUILDINO INSPEGTORS U r= PRIOR O D_ v _ _ 1 nce with current NEC. Provide arc fault circuit interrupters in All electrical wiring to be in accordance p NOTE: 'a 0 accordance with 210.12 FOUNDATION SURVEY SHALL i�ERIORMEI� a .. U ` f he survey shall be on site for the building A foundation curve_ shall. be performed and a copy o t y g y p AND A GOPY OF THE SURVEY SHILL 8 ON THE job. OJ Site Plan SITE FOR THE BUILDINO INSPEGTORS U r= PRIOR O D_ inspectors use prior to framing inspection. TO FRAMINO . O Q, D "i-"' C (U L ry C O O a n [� -o C Q • Q O C m z O � Lli �{ h-- � 0 W �! � N a Z r LLJN 3t 4J ',A 1 0 _J _ - J LL' y 0 a n n a Q LLJ LLI y 0 r7 m 0 a� H Q) O c L O C _ Q D L O C L N QV < 0 v c 3 E L 0 H L 0 L C C Q D E U A C Q C <C O N , " C D C k J U N _ _ 1 nce with current NEC. Provide arc fault circuit interrupters in All electrical wiring to be in accordance p NOTE: 'a 0 accordance with 210.12 FOUNDATION SURVEY SHALL i�ERIORMEI� DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the U ` f he survey shall be on site for the building A foundation curve_ shall. be performed and a copy o t y g y p AND A GOPY OF THE SURVEY SHILL 8 ON THE job. OJ Site Plan SITE FOR THE BUILDINO INSPEGTORS U r= PRIOR O m inspectors use prior to framing inspection. TO FRAMINO . O Q, C (U L ry C O O a -o C Q W m z � Lli �{ h-- � 0 W �! � N a Z r LLJN 3t te) 0 _J _ - J LL' 0 Q LLJ LLI T f r7 m H Q) O O C _ Q CL QV < m P H L Q D' U CL <C U L N L O C D U) -C T CIL n E D IAN drawn by J.M.B. date JANUARY 29, 2018 job no. 18-102 Sheet no. _ _ 1 nce with current NEC. Provide arc fault circuit interrupters in All electrical wiring to be in accordance p NOTE: WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE accordance with 210.12 FOUNDATION SURVEY SHALL i�ERIORMEI� DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the � ` f he survey shall be on site for the building A foundation curve_ shall. be performed and a copy o t y g y p AND A GOPY OF THE SURVEY SHILL 8 ON THE job. L Site Plan SITE FOR THE BUILDINO INSPEGTORS U r= PRIOR m inspectors use prior to framing inspection. TO FRAMINO . Scale: AS NOTED Q, E D IAN drawn by J.M.B. date JANUARY 29, 2018 job no. 18-102 Sheet no. F v reViSIOnS T ; NOTES: m /" j� /� j� GOI `lTRAIGTOR 1 5 RESF)O I ` S I BLE FOR 2- INDICATES NUMBER OF DOORS. 2- INDICATES NUMBER OF WINDOWS. .2 \ / Y �I( ALL XISTIN.0 DIMEN 1ONS — X 1 I I I `tL/ TtLL. ✓ SL - FRENCH DOORS CI E SL - SIDE LIGHT M1 FG - FIXED GLASS GOND I T I oN5 OF THE E F RO.J E G 1 TR - TRANSOM o GB - GLASS BLOCK .F: PKT -POCKET DOOR ' o OBS - OBSCURED GLASS 2 C N d C N L 3 N L a x FBC-R NOTES GARAGE 0 BETWEEN THE GARAGE AND THE '_ �� 1. THE DOOR B 49 6 OVERALLE �� �� RESIDENCE SHALL BE A 2'8" SELF-CLOSING DOOR 3q O EXISTING HOU5E 10 -6 WITH A MINIMUM FIRE RA71NG OF 20 MINUTES. o 17'-0" NEW ENTRY ,� r 22 O 10 -O 2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM 3 16'-O NEW CARPORT OF 26 GA: SHEET STEEL. 3. DRYWALL ON THE GARAGE SIDE OF THE WALL a SEPARATING THE GARAGE AND THE RESIDENCE WRAPPED SHALL BE 1/2- GYPSUM BOARD. P.T. 6X6 4. DRYWALL ON THE GARAGE. CEILING SHALL BE P05T5 1/2" GYPSUM BOARD. IF THERE IS A HABITABLE 0 ROOM ABOVE THE GARAGE, THE GARAGE CEILING EXI5TINC - -ice -,.fin- Win- - - - - - DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD v EXTERIOR — — — - - = AND ALL SUPPORTING WALLS SHALL HAVE 1 2" Z I( W Y W 1` E _ I I Z GYPSUM BOARD. / c Q BLOCK WALLS _ 4 W co b. w I L- O 5.H ENTRY -4" I I '� '� 3 ° EX15TI G EXI5TINC7 I I nj { m W AJC, CQMPRESSOR AND PAD MOUNTING_ W1NDO WINDOW G G. B.F. --- --- - - - - - - THE COMPRESSOR SHALL BE ANCHORED TO PADZ/ 77 o -- - - WRAPPE WITH 0.145 DIA. X 1 1/2" LENGTH, MECHANICAL ' EXTERIOR ROOFING MATERIAL i n i " i n �_ a ,_ „ I s VATION$ FOR T 10 -4 4 -10 5 -10 P.T. 6x6 I i FASTENERS WITH GASKETED WASHERS (ANCHORS). E SEE MFE IFI -ATRIA =It P05T5 I I FOR UNITS BETWEEN 12 AND 24 INSTALL 2 SEE R SPECIFICATIONS FOR SEE I W . .G . _� I ANCHORS PER SIDE (8 TOTAL). FOR UNITS a CODE COMPLIANCE AND ELEV. INSTALLATION -- r I WR. EXI T1N I I BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER `o DOOR I I SIDE (12 TOTAL). C i 3 l 1/16" APA RATED SWEATWINCs, ORM. ( 5 I " „ y a� SEE STRUCTURAL ENGINEERING S' GLC. I I G � { = A SINGLE COMPRESSOR PAD SHALL -BE 48 X48 X 3 a� I ) 1/2- THICK 3000 P.S.I. CONC. WITH- FIBERMESH. U EXI5TINC I I o PRE -ENG. ROOF tRussE3 1 O' 4» x 11 s» _ 0 » z " -C w 4" O.G. TRUSS MF 13 6 GONG. PAD I A DOUBLE COMPRESSOR PAD SHALL BE 48 X96 X 3 3 2 , PER RU R , 47 1 6 X F- I INSULATION FOR - � I 1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH. E EavE DRIP, VALLEY - HEATED/COOLED AREAS EXI5TINC m �� I I I Q (MATCH ENERGY CALC.) WINDOW W I L AND EDGE FLASKING 11] { 1- o SHALL 15E 26, GA. METAL _ N o'--NEIA HOOD I I; SEE MFR SPECIFICATIONS .. DOUBLE 2X TOP -� I (� c O FOR CODE COMPLIANCE PLATE S.Y.P.+'2 _ �6 _ NEHI i tQY C AND INSTALLATION - n r" i i THE AREA5 I I E 2X6 FASCIA W/ z m 2 -1 2 2 s -a 16 S CARPORT I ALUMrNI,tf"i WRAP i 0 8 GLG. WINDOW HEADER 10'-4" 2' 4.. 2._ t� 51-0112t_81 I _, 4'- �� �_��� 5�_ N » I { z VINYL SOFFIT w -- 10'6"x24 8 { dJ EXI5TINC _`P 1'-4" 0.14.-' WIND014 — — — — — — D.W. { �t I { I ry ry - 7x3 15LAND _ _ _ _ 3 NEW ROOF o p ISL W/ 12" O.H. { O N , pp TH15 ARE�4 { { El 3 ��DRM. 2 04 8 —CEG. 2 I U l I °� o �» IG { 0// z II 10'4"x 11 6I ry 41 I= I — - CA IN _ G G. X { O +� f» » W { I o I I p I 41-411 1'- 2'-5' _ N E I o P.t. 2X4 WRAPPED IN ALUMINUM EX15TI C F N Y REF.- - - - - - -- - J PWRAPPEGf { i o WINDO J HW 0 0 GABS. ABY.Q PO5T5 { -- -- - 00 c FILL ROUTE WINDOW WINDOW % E 15TI C GAP/RE SEE FLOOR PLAN FOR WINDOW SIZE Lu PLUMBING A5 NEEDED OPEN T OPENC OPENI C A/G m 1L _ w ry� z� _ - - z Z I O' i pco f SLOPE p p m Q Qx 1 IN 1011 1N o W ►� I © VELOPMENT C EX15TINO COMMUNITY DE N W DRY. _ GONG. PAD SEE WINDOW MFR SPECiPICATIONS 3 � G N I� W _4�� z APP ROVED FOR CODE COMPLIANCE D Z O 1 O X 4 INSTALLATION DATA W 7 I I m! 0 tt _ N , NEW EL ( _ o = vi P.T. 2X4 WRAPPED IN ALUMINUM f- GONG• PANrL1 PAD. 1/16" APA RATED SHEATHING Zi J Cn W/ WEATHER RESISTANT BARRIER - - - - - - - SEE STRUCTURAL ENGINEERING GABS. ABS/. INSULATION FOR NEW WOOD HEATED/COOLED AREAS FRAME HALLS (MATCH ENEIRsY CALCa THESE AREASreGi TabulatlC?ns 1-011 NEW .GONG. 101-411 aO o IDING INSTALLED PER MFR SPEC. � 18'-4° NEW ADDITION.. Living: s 2X STUDS * 16 O.C. 20-8 (MATCH F.F.E. WITH EXI5TIN6 F.F.E.) 10-6' EXISTING GONG. 15t floor (existing): c162 $f SEE FLOOR PIAN o I 1st .floor (addition) 26Q sf Total Living: 1231 $f C, a 0 STARTER' STRIP FOR $(DING F.T. 2X BOTTOM PLATE new entry- (08 $f 3 new atio: 88 sf o APPLY A LIGHT GOAT OF STUCCO 0'-0" FIN. F LR. p o V t-ICIE1' COMBS;77s : MAIN HOUSE E TO FiLL OiDS AND 4 �. 77 new carport: 25cl of 1= _ .: 11=11 I=111=11=111=1.11=11 I a o FiNISH GRADE - I1I_I1I-III=111=11i_I I1 -11 c, — — — 1-111=111-III=111=111=III_ existing patio: 154 $f LI =_1=1-1=11=_ =_ :--111 �=111=111-I H I=III=III=III=III=III=(11=111=I I I=I I I= 111_111 -III -III III III I I =11-I I I-111_1 11_111=III=111_111=III 1=1j1=11I_III�I i-111=111_ lli 11i Ili 11i lli i = _ _ Total Area: (800 $f _111_1 I I_IiI-I I I_III_I I I -III -I I i -III -III I I f -I I L III ,• III-III=1 11=1 11=1 11=11.1=1 TI_I 11=11 1=111-111_1 1,_111_111. NOTE: L—I J I—I 1=111=1 11=1 1=1 I I—1 I I_I-1 _ _ -- NOTE• SEE STRUCTURAL y 111=1 1-111=1 I I=f I I=1TI= 111=1 11-1 1=1 11=VII 11=1 I I_I I f-1 I I—I I i_ ENGINEERING FOR _ _ _ 111=11 11=1 I I-}1 �- FOUNDATION I Y AND — — _ , ! WRITTEN DIMENSIONS. SHALL HAVE PRECEDENCE ,, Sheet no. - _=-II1-1.:=III-111-III_1i ENOINEER TO VERIE INTERIOR ROOF TRU55 I - I I i III III I = I = i LIQ I FOOTING SPECIFICATIONS. OVER SCALE DIMENSIONS. Contractors shall verify III -111=111 IT—I_— _ _ _—_ —III 'F 1=1=111=IIT—III—I I I— III =11 III I—=111=111=1 -_I III_ BEARING KITH THE ROOF TRU`..•�.�• ENC�INEERINC� and be responsible for dimensions and conditions L _I ffTjl l l_l l l—T_IT_I_111-111_111-111-11 iI � � of .the job. PRODUGED 5PEGIFIG�4LL"( FOTH15 PROJEGT. o R ENGINEER TO \!ERIE INTERIOR/EXTERIOR LOAD F l o o r 1 1 a n m PA 1 5 > . BEP�RINC D 5 ZE 4 LOCATION. Scale: 1/4"=V,0" WITH T H SIDING SCALE: 3 4" _ �-0'"0FRAME WALL SECTION0 drawn by J.M.B. date JANUARY 29, 2018 job no. 18-102 O U- ui (n w � FTS � Q W N �' CL i w > W o= 0 O U_ M 0 N w W � c/) J m � U Z 1� (n Z I_ o 0) Q Q O> U Q drawn by J.M.B. date JANUARY 29, 2018 job no. 18-102 GONTRA T fi' 15 RESPONSIBLE G O 1=0R ���? I �'' I NC ALL �X I ST I N DIMENSIONS ROOF \/ENT GALGULATION: L O � O -� 155 S.F. TOTAL (15T. FLfi�? RF..) �. AREA GN� I T I NS O O O F THE P OJEGT I7 1 DIV BY 300 - 15.1 (TOTAL S.F. OF RI= VENTINO NEE ) DIV. E `l' 2 = 2.(b OI- fig? I DOt VtNTS Nt:tI�t:L,) DIV. E3"r 1.5 1.1 OR C2) ._ hI OFA RD(3E TENTS NEW ENTRY ROOF TH15 AREA /2+ 01 100AGNX \ \ \ \ \ \ EXISTING ROOr� \ / / / / / \ \ ❑ \ 3:12 \ \ \ \ \ tH15\4RLA \ \ 8 -0 BRC. \ \ \ \ \ 8 -0 BRC. OL 6-8>" HDR. 6'-8" HDR. EXI5TING -PAINTED = BLOCK EXTERIOR N EXI5TIN6 AXI STI N� WINDOW \ / — — — - — - — — O'-0" FIN. FLR. D'-0" FIN. FLR. / NEW CARPORT ROOF NEW ENTRY/BAY WDW. ---- - - - - - - X15TINCG HOIJ5E - ---- ---- - FRONT ELEVATION NEW ROOT= SGALE: 1/4"=1'-0 THIS AREA EXISTING ROOT* THIS 6M\ \ \ \ \ (---------- -- -------------- MATGH EX15TIN2 HOUSE EXTERIOR FINISHES". \--- -- (SHINOLES, TRIM, FASGIA, \O.H. ATG.) J\ NEW ROOF \ \ \ \ — — — — — — — — -- THIS. AREA \ \ \ \ \ \ \ — — — -- — \ \ EXI5TINC RO F\ \ \ \ H E 0 G/-{ \ \ \ \ I \ \ \ — — — - \ \ \ \ �H 15\ARtEA \ \ \ \ X/S ice) \ \ \ OL51-011 BRC. 8'-0" BRC. 10, OL 6'-8" HDR. 6'-8" HDR. UJ — _ EXI5TING I1�iLL-1N I I ILL=IN' PA I NTED I I BLOCK IAP/ \ \ EXTERIOR I I I I a revisions E. m EXI5TIN6 HINDOW / / _. \ \ \ MATCH' EX15TINC ROOF P1TG�t, , / ,/ / / \\ \ � \ �\ O'-0" FIN. FLR. ' OL 0'-0" FIN. FLR. // \ FASGI A, O.H. ETG. / / / r� /� ,/ , �\ �\ \ \ \ \ NEW ADDITION NEW CARPORT ROOF E EXI5TIN6 H U5E 0 0 REAR ELEVATION 0 / NE� Rot of // / /r / \ \ \ \ \ — n H H NOL N IN F \ \\ \\ \\ \\ \\ \ S I L 8 -O BRC,J, 01-0" BRC. ,h 8 O BRC. j� 8 O BRC. � 6 -e5" HDR. 6'-8" HDR. 61-511 HDR. ' ; . • ' � J, J, I AP WI'NDDW CE�IN ' ,, EX15 INC FAINTED ,WINDOW. PAIN ED . EXISTING EXI5TINC BLOCK. . BLO K WINDOW WINDOW EXTERIOR . EX IOR 0'-0" FIN. FLR. 0'-O" FIN. FLR. O'-0" FIN. FLR: O O F1N. FLR. _ � ou NEW ADDITION NEW CARPORT INEH EN RY 9GI10H JNIIGIX3 NO1116 Y MSN LEFT51DEELEVATION,R 1 HT SIDE ELEVATION,5GALE: 1/4"=1'-0" SGALE: 1/4"=P-0" = 0 E. EXI5TIN6 HINDOW / / _. \ \ \ MATCH' EX15TINC ROOF P1TG�t, , / ,/ / / \\ \ � \ �\ O'-0" FIN. FLR. ' OL 0'-0" FIN. FLR. // \ FASGI A, O.H. ETG. / / / r� /� ,/ , �\ �\ \ \ \ \ NEW ADDITION NEW CARPORT ROOF EXI5TIN6 H U5E 0 REAR ELEVATION a / NE� Rot r / EA ROOF LAYOUT COMMUNITY DEVELOPMENT 56ALE: 1/4"=P-0" 1, APPROVED H H NOL N IN F \ \\ \\ \\ \\ \\ \ S I L 8 -O BRC,J, 01-0" BRC. ,h 8 O BRC. j� 8 O BRC. � 6 -e5" HDR. 6'-8" HDR. 61-511 HDR. ' ; . • ' � J, J, I AP WI'NDDW CE�IN ' ,, EX15 INC FAINTED ,WINDOW. PAIN ED . EXISTING EXI5TINC BLOCK. . BLO K WINDOW WINDOW EXTERIOR . EX IOR 0'-0" FIN. FLR. 0'-O" FIN. FLR. O'-0" FIN. FLR: O O F1N. FLR. _ � ou NEW ADDITION NEW CARPORT INEH EN RY 9GI10H JNIIGIX3 NO1116 Y MSN LEFT51DEELEVATION,R 1 HT SIDE ELEVATION,5GALE: 1/4"=1'-0" SGALE: 1/4"=P-0" = 0 .a 0 c� 0 a 0 p v a d v W z 0 W -a w -1 rT} o w 04 0 J W °_ > w? o o o _d vJ LLJ �W C1 Q V) l- - O z k= O Q 04 a 0 O l._. o Q U L N O a W .T 0 U WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job: Elevations Scale: AS NOTED drawn by J.M.B. date JANUARY 29, 2018 job no. kz 18-102 Sheet no.