Loading...
1565 Beach Ave 2013 Plans New Home - I I JOB I THIS PLAN , Existing ON SOB SITE —. TE FON House I EACH INSPECTION - � Existing Porch Existing RICHARD SKINNER Deck &ASSOCIATES,ARCHITECTS OI J 2245 St Johns Avenue Jacksonville,FL 32204 33'-3" } ( o 0 904.387.6710 www.rsarchitem.com ' n I W•o License#AA26W1539 y li 2 - Breakaway pattern I Retaining walls-ref.detail 3/A002 } X10 sawcut in driveways-4' G'-4" 24'-1 I" 8'-4" 22'-85/e' max. dimension(typ.) r Consultants 17'-O" G 25'-41/4" 8'-8" 8'�}n n (" I 6 6 6-G INTERIORS Trash/Meter N ERIORS KMH Design 13 C Units 1510 3rd Street North 12K-� 3� I 1 Sea wall (buried) Jacksonville Beach,Florida 32250 15 16 117 / �� 2 �- In-1 STRUCTURAL Lou Pont go&Associates, Inc ` .�J 8 4 t�► 21� - �� I— —r _ALLOWABLE U) 420 Osceola Ave C _ -� 19 REQUIRED PROJECTION I Jacksonville Beach,FL 32250 1 �. c\ 8 F17 16ETBACK ( ! 1 1I1 10 ELECTRICAL t 15 Haddad Engineering Inc. �/ I Downspout 1 catch 14 � 13 I 2955 Hartley Rd,Sutie 205 Existing driveway Anchor basin with river stones to be removed I Driv way point I 13 14 14 I Jacksonville,Florida 1 I I 15 CIVIL ENGINEER (brea way) FFE 22.83' Anchor Engineering of Florida 20.33' 4000 11 St.Johns Avenue Cu 12`-02" +- 9-43/4" G'-5%4" JO { Jacksonville,Florida 32205 W 5 1 % \'7 Main I ( { I LANDSCAPE Ben Dinkins Landscape Design 1 i / House I I 2245 St.Johns Avenue a0 z 11 .•..• i FFE 21.33' I Jacksonville,Florida 32204 -a3: c0 CO 3,196 ftall M ca: Uj ::a 22.50 I I a - I , PI nter Bed /i j �� _ 2t.00 Existing lawn to be -- / refurbished-ref. 20.05 Landscape design Retaining walls- II I ••••♦•• ref.detail 3/A002 _ Underground `--- Pavers N - ...- N V LP tank Q Rain chain/ 1 I catch basin Uj _ with river rock Porch o ry�� m _ i Vill 11911111 Ranter Bed .... ....... x. .... .. .. ..... . ........... ........... o j cV� I1 b Planter:: Guest I Bed Downspout/catc •— > i 1 — I cn Q -- House I 1 I 2 75 - 22.45 I basin with river s ones _ I I 1 0 + V CZ � I 8'-23/4" .:, ":�i:: L 5�-5%2" - - - - - -0' I I I 596 sq ftce Final strucliral design determined L_- -------- I that a 4"imTease in exlerior wall b ------------- � wnspoutto I'-4" I I I W m thickness below 27.45'NAVD was CD I I I ' ca `1 o Driveway required. OwginalfixAprintwas596 I catch basin Typical steps at yard: U In N N ( y) �- (2) Risers @ 4.5" I I I breakawa I S final faoitrrint is 624 gsf. Net area Extent of existing lawn and I to � • has not increased. Administrative 22'-�/8 I 20.05 (1)Trued @ 15" 1�_3�� POO) I limit of new re-grading i LPA _ variance of less than 5%is requested. 1 .l..d Work Room ; C?' Lawn I I Q 302 sq ft co I Anchor I I I - Pavers-ref. FFE 23.79' I detail 4/A002 "Planter"wall I point FFE 21.13' _ cr) I per detail 3/A002 STRUCTURE ELEVATIONS m ' FE A DESIGNATED FLOOD ZONE FOR NEW CONSTRUCTION:ZONE'k i _ I - I _ I - N - - I 0 ST - YEAR STORM ELEVATION: ISSUE UE , 0 �- :::•� :':: ..drll:ef'�ed. •. . ...... _ 17.4'NGVD I6.3'NAVD I _ - I — YEAR •: i : AR STORM O RM D ESIGN GRADE:RAD I Ln E -- 5 ' 5 N - - GV N D 4. ' 4 NA . 14 VD no - ate _ Idescription 1 1 18 i 5 6 1 N 1 LC)�EST HORIZONTAL IN HO E:�L MEMBER 17 83'NAVD 1 10/18/12 PRELIMINARY DESIGN 1 .3 hover per I { I GUEST HOUSE: 16.33'NAVD / detail 5/A002/' I I APPROXIMATE CUT/FILL CALCULATIONS 2 4/18/13 DEP SUBMITTAL Existing utilities " n I I I SEAWARD OF CCCL FILL I CUT 3 5/28/13 FINAL PRICING to remain (typ.) 8-1 I I I -3Y2 ±G'-5' 5-9 4' O" 39'-7" AUGER POOL LPILINILES AT HOUSE 4 7124/73 PERMIT SET CENTER ON HVAC Wood fence per 1 YARD GRADING G7 CY WINDOWS Emergency Generator Pool Equipment detail 2/A002 (typ.) I I 244 CY O UNDER STRUCTURES 99 CY 139 CY SUBTOTALS I Neighbor's existing retaining wall �IJ 343 CY 310cY i 24'47 N I APPROX.TOTAL FILL SEAWARD 33 CY REVISIONS Q� •E IMPORTANT: I �- no. ate description r I) ALL FILL MATERIAL PLACED SEAWARD OF THE CONTROL LINE SHALL BE SAND SIMIIAR 0 TO THAT ALREADY EXISTING ON THE SITE IN BOTH COLORATION AND GRAN SIZE.ALL O I \J SUCH FILL MATERIAL SHALL BE FREE OF CONSTRUCTION DEBRIS.ROCKS.CLAY.OR I O I(; OTHER FOREIGN MATTER:SHALL BE OBTAINED FROM A SOURCE LANDWARD OF THE . LN 0 - COASTAL CONSTRUCTION CONTROL LINE:AND SHALL BE FREE OF COARSE GRAVEL OR ",..h -N COBBLES. r.+ J co J 1 2) FIALLAS SEAWARD OF THE CONTROL AND OTHER NM LINE. SHALL NOT BE STORED ON VEGETATED a) . O O �, aOI U = 1 0 a� IMPERVIOUS 5URFACE5 AREA CALCULATIONS .N (� O M 12 ALLOWED 50%MAX OF AREA AS DESCRIBED IN DEED 2. 2 :3 CALCULATED FROM ED N I I ' SF (STING BUILDING 4 HARDSCAPE SUR ACES-RIPTION= 14,055 SF W I/O1 Scale: As indicated O Existing 1 OPOSEDBUILDINGS = 5,389 SF Iv OPOSED DRIVEWAYS,WALKS t PATIOS, = 1.441 SF Project No.: 1208 U Garage I OTAL COVERAGE= 6,830 SF(39.5%) ET GAIN = 2,775 SF 68.4% I Drawn b ( ) y GT I I PERMEABLE PAVING,WHERE INDICATED ON SITE PLAN,SHALL BE INSTALLED PER COAB STANDARDS FOR PERMEABLE PAVING. I Checked by: RGS SYMBOLS LEGEND I Sheet Title EXISTING PALM TREE TO REMAIN Existing I � EXISTING PALM TREE TO BE REMOVED House i Site Plan IDIRECTION OF STORM WATER FLOW NEW CONTOURS ! — EXISTING CONTOURS TO REMAIN I EIXIStI ng - --•--•--•---- EROSION CONTROL LINE I I I — _ Sheet Number eCk — COASTAL CONSTRUCTION LINE s- . ID PROPERTY BOUNDARYS = W 20.W PROPOSED ELEVATION AT EXTERIOR GRADE 4 FINISHED FLOORS A-001 SITE 8PLAN l 8� z IMPORTANT NOTES T BE I. EROSION CONTROL MEASURES(SILT FENCE ETC.)SHALL BE USED AROUND Of THE PROPERTY BOUNDARY AND ADJACENT ROADS TO PREVENT IMPACT TO 0 32' ADJACENT PROPERTIES,STORM SEWER INLETS,AND INFRASTRUCTURE. 2. SEE LANDSCAPE PLAN FOR NEW PLANTINGS AND SITE LIGHTING. [CONSTRUCTION DOCUMENTS t All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. Loading criteria Top chord live load 40 p.s.f. Top chord dead load 20 p.s.f. ! Bottom chord live load 0 p.s.f. Bottom chord dead load 5 p.s.f. Total load 65 p.s.f. Duration factor 1 .00 Wind standard ASCE 7-10 Wind speed N/A m.p.h. Building exposure N/A 22'8-9/16" 59'4-5/16" 13' Building type N/A l Notice It is the responsibility of the building designer or architect to provide an appropiate connection for I trusses to su ortin structure er reactions la s 2'7-I foamechanical uss engineering. Special considerations M r3 M �t equipment and/or plumbing (and their ' r r connections) in truss s ace must be diagrammed by O _ t� 0 - _ p LL- t1' 00 LL Q�Q t i�f on approved truss Iayout prior to e N _ m Manning Building Supplies is a truss manufacturer �- F16 whose responsibilities are limited to those described 2 in ANSI/1P1/1VTCA 4-2002 (sections 6.0&7.0). Accordingly FLAT ROOF ABOVE iV r V Z it disclaims any responsibilities and/or liability for r = the construction design, drawings, documents CV F- including the installation and bracing of trusses manufactured by Manning Building Supplies. Y (K� 24'41/4" =o r VO r= Z i APPROVED TRUSS ANCHOR BY BUILDER LJL LL!, _J ➢ 4X2 FLOOR TRUSS --------- CO p —3• O g _T_ 00> DEEP If) COLCL 04 O U O O LL li- LLCD A 1/2GAP m „rP ruAr THAM In REQ) F01 3" � tV _ -_ _ -. _ UNLESS NOTED B R G. OTH&W SE TYPICAL TRUSS END In ' a Warning 7rattA THnctsw Conventional framing, erection and or permanent NOTE """ bracing is not the responsibility ofthetruss f designer, plate manufacturer, or truss manufacturer. TYPICAL-2 PLY LEDGER ATTACHED TO c03 15 Professionaersons l erecting giceRsses are cautioned to seek p regarding erection bracing which FACEOF CMU WALL 3"BELOW TOP OF ` Is FLAT ROOF ABOVE during always erction;required to prevent bracin whicand h may FINISHED FLOOR_ C?- required in p ee g1 wood y t mosses commentary and irecommendationrsc(BCS1 2006) fV p .� for further information U_ CD Trusses shall be installed in a straight and plumb p 2't�_11g- and/or bo teom Chords, they shalt Ibed braced directly top �y specified on the engineered design. Trusses shall be handled with reasonable care during erection to N prevent damage or personal injury Hanger dist and quanities FL. PRODUCT APP. CODE <K1> THA426 (Qty. 22> FL#11466 FLAT ROOF ABOVE F02 <K> THA4C426 (Qty. 7) FL#11466 FLAT ROOF ABOVE I " 1'3-15/16" Manning Building co Supplies INC. I-- 16'6" 0 21"9-1/4" 1T4-1/8" 374-5/8" 11155 Philips Parkway Dr. e. CV Jacksonville FL. 32256 95'0-7/$" P axel(9044) 268-8225-8 5 i WWW.MBS-CORP.COM CUSTEMER Carlton JOB NAME Petwa . LOT/BLK/SUBDIV 1565 BEACH AVE ' FLORIDA PRODUCT APPROVAL CODES: ITW ALPINE PLATE..►C� 1999....GEORGIA PAC{SRev Aed By, DRAT BRAWN BY JOB "DER IC LVL 2023....GEORGIA PACIFIC WI I—JOIST 1008.... GEORGIA PACIFIC RIMBOARD 2147 IVf-t 14/13 KK J-12-0595J ! I' i v > 131.5To adjacent structure 11 -I 135'41" 29.1 n Seaward Piling at Main House 76'-11/4" O 16th STREET BY PLAT 0 To adjacent deck 46.4' I FILE COPY Z II z GARAGE APARTMENT . . p W NOT LOCATED I I Existing O O LOT 12 istin I I SEASONAL HIGH Breakaway pattern r O Retaining walls - Porch I 1 MEAN HIGH sawcut in drivewa I I WATER LINE ysZ INSTALL CATCH BASIN SEASONAL HIGH WATER LIN WATERLINE RICHARD SKINNER Irnox, JAM /AO02 Trash / Meter RATE - 20.34 I LINE OF �_ _ I WQQ FOUND 1/2" t Ol� 4,0 0 E. INV. (4" PVC) - 19.34 ELEVATIONm9.71 NAVD (1988) VEGETATION �� & ASSOCIATES, ARCHITECTS 7 PIP NO 3 14 OR G 4082. CONNUT AL D0N"N�0�WD°ATON° TO°•UORMPM"'/'''OS'SfO�'"" FOUND CUT 9 101112131415 1514 13 12 12 12 1 9 8 7 8 4 3 2 1 16.29' FASTING 53 890. " 1 " 9 ON BULKHE - I- r - - - - r I-I r - - - - - - - - - -' - - - - - -I- - - - - - - - - ►- - - t - - -I- - - - - - - - 2245 St Johns Avenue Jacksonville, e4 18 10 0 15904.387.8710 0 I 6 13 1 14 4 3 1 1 1 wwwre-architects.com ...... ... ... .. .. .. .. I.... ....... .. .i..... ......... ... ... 5. .............. 1 ... .. I. .. ........... ...... ........... .............7. ie a I I ; z P r wa °' II zI I STRUCTURAL o I ; ; ; ; rn o ^' = I F Lou Pontigo & Associates, iiiz Q Inc c e, ed Grae s I i i It i hl 1 a ackson2i0 Osceola Ave � 1 A e Beach, FL 3225 5 ' O.2 m I i ELECTRICAL / r i ; ' 3 ' , I Haddad Engineering, Inc A-001 3 A 13 m zo 2 n le ony 1 Ny 00 I ' (> 2955 Hartley Rd, Suite 205 D �{ F o ,Arn oVe-70.2 .,,•, „{ '',i „i, U� N I Jacksonville, FL 32257 .............. . . .... ... .. ... . 1.. WPlanter Bed E �L�(4 c) 119.3 14 ; i i i A C N p I Z Q 5 o I Q CIVIL (T1 I nc pin eringo .., y; - I n I J Iorld� �(nc. 4000-11 St. Johns Avenue Jacksonville, Florida 32205 A-oo1 Lawn o.o A-0 1 11 IT) I i Q LANDSCAPE w99 c.o, C. ao, C.C..e4 1 13 4 2 1 3 11 11 D I ' Ben Dinkins Landscape 0 1 z I Dig s Avenue � QW a^�' 2 0.5 nr� � ° ° ° � I Jacksonville. FL 32204 PITIM9 3 its I N�UCAP1 "s'Is�)IP , d-curL _ ll_ _ L _ i1- - - i- - - -Ii - -i- - - - -L - - - - - - - - - - - - - i - - - - -I - 14 IINSTALL (4) ROWS OF 6" "ADS" PERFORATED HPDE DRAIN4?1-. PIPE BULKHEAD I E ergency Generator HVAC I Existing Wood fence p r I I50' EACH AND 3' APART O 1.50% (SEE UNDERDRAIN DEfAII THIS SHEET) STORMWATER STORAGE CALCULATIONS utilities to Pool Eq ipment detail A00 Neighbor's existingrNrm FINAL GRADE remain (typ.) VE (typ.) I3 DESIGN CRITERIA: CITY OF ATLANTIC BEACH PUBLIC WOP,KS REQUIREMENTS 04 Seaward PilingatGuest House BRICK'M MAIN IRM 2.2 CR TE WALK I i PRE-DEVELOPMENT: Phis°" BENCHMARK 29'9' AREA (S.F.) LOT AREA (S.F.) R.O. COEFF. "C" WEIGHTED "C" e e LOT 7 MAG NAIL LB 367 AND DISC 2 .6 IIMPERVIOUS AREA: 4,055 17,296 1.00 0.23 0 ° o o 12.16 2 ELEVATION 1110- PERVIOUS AREA: 13,421 17,296 0.20 0.16 0 06'PgRFORATEDo0ARSE AGGREGATE .NAVD WOOD cps PIPEERDRAISN 0937 STONE) 'q» IS.7 �l!88OCK FLAG POLE o DECK (� STORAGE VOLUME = 0.39 X 17,296 S.F. X 9.3 IN./HR./12 IN./FT. = 5,228 C.F. o o IT ?4• ��,G e%°�'� •0 - ( _ � 'MI 6'I �RCII SAND) � ` 9 �^ `,'�.+��..: 213'-41/2" POST-DEVELOPMENT, I o No. �r.e..55 � „- I AREA (S:F.) LOT AREA (S.F.) R.O. COEFF. "C" WEIGHTED "C" k 0 o FILTER FABRIC CCCL to ECL - along South P/L i Existin ° o ENVELOPE STRUCTURE ELEVATIONS • Deck IMPERVIOUS AREA: 6,830 17,296 1.00 0.39 0 ° 3'Std. .,F. STATE OF e" PERVIOUS AREA: 10,466 17,296 0.20 0.152 1e•s<a FEMA DESIGNATED FLOOD ZONE FOR NEW CONSTRUCTION: ZONE 'X' 4` 0 STORAGE VOLUME = 0.51 X 17,296 S.F. X 9.3 IN./HR. ;12 IN./FT. 6,836 C.F. GENERAL NOTES FOR UNDERDRAIN 100 YEAR STORM ELEVATION: 17.4' NGVD I G.3' NAVD REQUIRED STORAGE VOLUME = POST-DEV. STORAGE -PRE-DEV. STORAGE 100 YEAR STORM DESIGN GRADE: 5.5' NGVD 4.4' NAVD 24.(T a 6,836 C.F. - 5,228 C.F. = 1 6O8 C.F. 1, UNDERDRAIN SYSTEM IS DESIGNED TO PROVIDE DISPERSION OF ROOF RUNOFF st•i., "1 FROM DOWNSPOUTS AND TO PROVIDE INFILTRATION AND DISPERSION OF STORMWATER STORAGE: PERCOLATED STORMWATER INTO THE BACK SIDE OF THE PROPERTY, LOWEST HORIZONTAL STRUCTURAL MEMBER 2.COARSE AGGREGATE SHALL BE GRAVEL OR M57 STONE,ALL COARSE USE: APPROX. 200 L.F. OF 6' PERFORATED PIPE W/ SOCK AND ROCK BEDDING AGGREGATE SHALL BE ENCASED WITH FILTER FABRIC, MAIN HOUSE: 17.83' NAVD TO DISPERSE DRAIANAGE INTO ABSORPTION AREA IN REAR YARD 3,CONNECT DOWNSPOUTS INTO UNDERDRAIN GUEST HOUSE: 16.33' NAVD I PER GEOTECHNICAL REPORT GROUND WATER TABLE IS 1T ELEVATION 4.00 I SPA UNDERDRAIN ,9,rR • _ .. AVAILABLE STORAGE IN REAR YARD: 75' X 85' X 12' X 0.30 = 22,950 C.F. > 1,608 C.F. OK INSTALLATION APPROXIMATE CUT/ FILL CALCULATIONS t� 142.5' _ -� To adjacent structure WHEN FINAL STORAGE DESIGN IS APPROVED, AN "AS- C SURVEY-l' "'" SEAWARD OF CCCL FILL CUT _ (n 15T-1 1/4" TO DOCUMENT PROPER CONSTRUCTION WILL BE REQLIRED. POOL 4 POOL PILINGS I04 CY � AUGER CAST PILES AT HOUSE G7 CY Q I To adjacent deck �, r r�'- YA RD GRADIN n G 244 CY nn ll W UNDER STRUCTURES 99 CY 139 CY U Site 8c Gradin P I a n SUBTOTALS 343 CY 3 I 0 CY . - IIS SCALE: 1 " = 20' 0 10' 20' 40' APPROX. TOTAL FILL SEAWARD 33 CY IMPORTANT: Q, C� I) ALL FILL MATERIAL PLACED SEAWARD OF THE CONTROL UNE 5HALL BE 5AND SIMILAR TO THAT ALREADY EXI5TING ON THE 51TE IN BOTH COLORATION AND GRAIN 51ZE,ALL SUCH FILL MATERIAL SHALL BE FREE OF CONSTRUCTION DEBRIS, ROCKS,CLAY,OR OTHER IM U FOREIGN MATTER;SHALL BE OBTAINED FROM A SOURCE LANDWARD OF THE COASTAL W .- 3 CON5TRUCTION CONTROL LINE;AND SHALL BE FREE OF COARSE GRAVEL OR CO55LE5. ' Seaward Piling at Main House Hol ht Limit 2) FILL AND OTHER CONSTRUCTION MATERIALS SHALL NOT BE STORED ON VEGETATED LO 54.63 NAVD i I AREA5 SEAWARD OF THE CONTROL LINE.BuIlf^ 54.1 n Het ht IMPERVIOUS SURFACES AREA CALCULATIONS Ln i � I Guest House behind 54.13 NAw ALLOWED 50% MAX OF AREA AS DESCRIBED IN DEED � Q ( I AREA CALCULATED FROM DEED DESCRIPTION = 17,296 5F 4--) I Lowest Habitable Floor EXISTING BUILDING +� HARDSCAPE SURFACES = 4,055 SF n \ 21.33 NAVD PROPOSED BUILDINGS = 5,389 SF V.,J I PROPOSED DRIVEWAYS, WALKS it PATIOS" = 1,441 SF i I I I I Awra a Grade 19.63 NAVD TOTAL COVERAGE _ fI L J I NET GAIN - 2 78750 SF 68.4 %) I Lowest Horizontal Structural Member " PERMEABLE PAVING, WHERE INDICATED ON SITE PLAN, SHALL BE ISSUE 1 -- 1 .83 NAVD ' I INSTALLED PER COAB STANDARDS FOR PERMEABLE PAVING. no. date description I el �°�' - SYMBOLS LEGEND ' r I I Area of fill (typ.) I 1 0-18-1 PRELIMINARY DESIGN I I 11I EXISTING PALM TREE TO REMAIN n I I I I I Existing grads (typ.) ° I � 2 4-8-13 DEP SUBMITTAL EE el 15 11 11 I1 (Ll Proposed rads t !3 NAVD 1988 '' I I 1 I I I P 9 ( �') EXISTING PALM TREE TO BE REMOVED Ib I I I I I I j Proposed stormwoter dratnflel I 3 5-28-13 FINAL PRICING I II I I I I I I I Areas of cut (typ.) I I -1VWy DIRECTION OF STORM WATER FLOW NEW CONTOURS I I I I I I Bottom of Plings u u v • -14.00 NAVD ------------- EXISTING CONTOURS TO REMAIN REVISIONS Site e e c t O n --------- EROSION CONTROL LINE no. date description 2 SCALE: I" = 20' 0 20' 40' - '- '- '- '- COASTAL CONSTRUCTION LINE 1 5-20-13 DEP COMMENTS i i - - - - - PROPERTY BOUNDARY5 1361-2 1/2„ PROPOSED ELEVATION AT EXTERIOR GRADE 4 FINISHED FLOORS Seaward Piling at Pool IMPORTANT NOTES ' 2'-71/2" �-�� �`--------L - I . EROSION CONTROL MEASURES (I.E. SILT FENCE) SHALL BE USED AROUND THE Seaward Piling at Guest House ��� I I PROPERTY BOUNDARY TO PREVENT IMPACT TO ADJACENT PROPERTIES. SCaI@' AS indicated • 1 ( I F (l 2. SEE LANDSCAPE PLAN FOR NEW PLANTINGS AND SITE LIGHTING. Project No.:1208 Building Height at Gusst,� House 38.671 NAV Drawn by. GT Lowest HabltablJ FI ' ® I Checked by:RGS at Guest House 24.001 NA I Sheete Horizontal Structural be V LIVLI\/'1L IVV ILJ at Guest House 16.33•NA These Design Drawings are in compliance with c Areas of fill (typ. standards established in 6213-33.005 FAC. This S t e P ( a n DE eI I I I I I I �01 Proposed grade (typ.) - certification is based on the Architect's current Existing grade (typ.) information, knowledge, and belief. NAVD 1988 Proposed stormwater droinflNd J 4 Sheet Number _ II II II All elevations are given in reference to NAVD 88. I a II II I ( a.l Areas of cut (typ.) _ II II Il l All exterior glazing shall be tinted "turtle friendly." Li u u Bottom of Pilings I [� 001 i -14.00NAVD Exterior building lighting is indicated on sheets / \ A-601 through A-603. Site lighting is indicated Site Section 3 SCALE: I" = 20' 0 10' 20' ao' CONSTRUCTION DOCUMENTS I I y FILE COP i Existing - II - � House - '+ Existing Porch Existing RICHARD SKINNER g &ASSOCIATES,ARCHITECTS Deck 01-5 2245 St Johns Avenue Jacksonville,FL 32204 If oI p 904.387.6710 www.r9wchilects.com 33'-3` I I W =o License#AA26001539 I �U Breakaway patter I Retaining walls-ref.detail 3/A002 sawcut in driveways-4' GI A4 24'-1 1" 5'-4" 22'-85/81 I Consultants max. dimension (typJ 171-011 25'-41/4' 8'-5" 5' 4" G'-G" G'-6` INTERIORS KMH I Trash/Meter 1510 3rd Street North esign 0 A/C Units Sea wall (buried) Jacksonville Beach,Florida 32250 13 1 ' ,' STRUCTURAL �� 15 1I6 1� i --� Lou Pontigo&Associates, Inc O -- �� — I— — — — ALLOWABLE ( I 420 Osceola Ave Q IRS 21 �� —19 REQUIRED PROJECTION I Jacksonville Beach,FL 32250 18 SETBACK I 1 I ELECTRICAL 17 16 I J 11 1P Haddad Engineering Inc. � C Downspout/catch 15 14 14 1�3 I 2955 Hartley Rd,Sutie 205 Existing driveway j Anchor basin with river stones 13 14 to be removed � Driveway I I � Jacksonville, Florida f point CIVIL ENGINEER (break.way) FFE 22.83' I 15 j I Anchor Engineering of Florida 3'-93/4" FFE 20.33' ( I 4000-11 St.Johns Avenue Jacksonville, Florida 32205 cc 12'-C?'/2" G'-43/4' I 15'-4" G'-5%4` p F - I I ( ( I LANDSCAPE Ben Dinkins Landscape Design ° 14 S 16 ISk Main I I I ' 2245 St.Johns Avenue W -- J i HOUSe I Jacksonville,Florida 32204 3,196 sq ft FFE 21.33' I i ro m• 22.50 . Seal _--�— 7 17 i 19 ::•::::• Existing lawn to be . ( _ L / \ \ Landscaperefurbished sh ref. ^h f PI nter Bed I I �1 ....... I 11 Retaining walls- f I I I I f.detail 3/A002 m ; � I (\I Grass : Lb - - I �,,;,,_\_ . , I 1 � L N = L Pavers r_ Underground round 1 — L0 LP tank ' N ♦` I V L N I I � t Q I / Rain chain/ catch basin Porch i Q) with river rockUJI I I I m 1 , i.r. ............................. .::.:.::::..�.....:.....:.......... -a Rl .......... � �� ........: ... ::.::::::: I I ............. 0 L.L. b :':'Planter:::'_.I Downspout/cat I 1 Q G Guest I i U Bed ::: 2 .75 c basin with rivers ones I O I 22.451 I Ii.L House — — — — ' U-23/44 3 ■ I - tl _ L 596 sq ft* 5-2/4 G-O" 5 a1/2 O I I I N m II AM M I I "Final structural design determined L—b ---------------------�, ownspOUt to V that a 4"increase in exterior wall 1 o Drivewa thickness below 27.45'NAVD was 11 I catch basin Typical steps at yard: I y required. Original footprint was 596 (2) Risers @ 4.5" I Extent of existing lawn and = ui O (breakaway) I II gsf;final footprint is 624 gsf. Net arm 22_55/8 (1)Tread 1@ 15" 1_ Pool limit of new regrading j V_ a..� I 20.05 1 3 I #-� Q N N � has not increased. Administrative I. I� variance of lei than 5%is requested. � I � I I'I I b Lawn Work Room , �'1 302 sq It I m_ CLM Pavers-ref. ti Anchor I "Planter"wall I FFE 23.79 detail 4/A002 i point FFE 2'1.13' I m per detail 31A002 STRUCTURE ELEVATIONS t I CQ FEMA DESIGNATED FLOOD ZONE FOR NEW CONSTRUCTION:ZONE'X` i :.::.: :.::.::•:::.:....•.....•::.::;.::.:.;:::.:•::;•::•:•: •::.::.::::<.:.>:•>:.::.:.:>:;.:•>:; :•::.:....... ISSUE =: .. :.:i?-?`•:;:::'r 100 YEAR STORM ELEVATION: 1 7.4'NGVD I 'N 6 3 AVD I 100 YEAR STORM RM DESIGN GRADE: 5'N V RA 5 NGVO 4.4'NAVD .........:::..:...... anfer� = no. at e description N = — 1 , 1 O - - ::� tD T LOWES HORIZONTAL RI L MEM E MEMBER, 14 15 16 1/ 18 1 I 1 10/18112 PRELIMINARY DESIGN MAIN HOUSE: 1 7.83'NAVD N I 1 Shower per I GUEST HOUSE: I G.33'NAVD 1 .3 I 2 j detail 5/A002 ,' i I 1 I APPROXIMATE CUT/FILL CALCULATIONS 2 4/18/13 DEP SUBMITTAL / SEAWARD OF CCCL FILL CUT 3 5/28/13 FINAL PRICING I 391_711 I I POOL 4 POOL PILINGS 104 CY 4 7/24/13 PERMIT SET Existing Ut11tt1eS I I'_ /2 ±G'-5` 5'-0" 4'-O" L AUGER CAST PILES AT HOUSE G7 CY to remain (typ.) 5'-I I" Wood fence per UNDYARDRSTRUCTURES GRADING 299 CY 139 CY CENTER ON 44 CY HVAC detail 2/A002 (typJ I N WINDOWS Pool Equipment C I SUBTOTALS 343 CY 310 CY I Emergency Generator Neighbor's existing retaining wall J APPROX.TOTAL FILL SEAWARD 33 CY I REVISIONS (D ,.., I I 24'-Om N �� IMPORTANT: no.date description L r 1) ALL RLL MATERIAL PLACED SEAWARD OF THE CONTROL UNE SHALL BE SAND SIMILAR I TO THAT ALREADY EXISTING ON THE SITE IN BOTH COLORATION AND GRAIN SIZE.ALLCL 03 I SUCH FILL MATERIAL SHALL BE FREE OF CONSTRUCTION DEBRIS,ROCKS.CLAY.OR O I I O I N OTHER FOREIGN MATTER;SHALL BE OBTAINED FROM A SOURCE LANDWARD OF THE I COASTAL CONSTRUCTION CONTROL UNE:AND SHALL BE FREE OF COARSE GRAVEL OR (� I U) 0 COBBLES. 2) FILL AND OTHER CONSTRUCTION MATERIALS SHALL NOT BE STORED ON VEGETATED • 2 J> AREAS SEAWARD OF THE CONTROL UNE. 01-1 i O I O I R. (0 IMPERVIOUS SURFACES AREA CALCULATIONS .U)I O L = I ALLOWED 5096 MAX OF AREA AS DESCRIBED IN DEED L AREA CALCULATED FROM DEED DESCRIPTION= 17,29G 5F W O O :3 EXISTING BUILDING 4 HARDSCAPE SURFACES= 4,055 SF I Scale: As indicated +-� I PROPOSED BUILDINGS = 5,389 5F 1 U Existing z PROPOSED DRIVEWAYS,WALKS 4 PATIOS' = 1,441 5F Project No.: 1208 TOTAL COVERAGE= G,830 5F(39.5%) - Drawn by: GT Garage NET GAIN= 2,775 SF(68.496) , I I 'PERMEABLE PAVING,WHERE INDICATED ON SITE PLAN,SHALL BE INSTALLED PER COAG STANDARDS FOR PERMEABLE PAVING. Checked by: RGS SYMBOLS LEGEND Sheet Title EXISTING PALM TREE TO REMAIN I I Existing I EXISTING PALM TREE TO BE REMOVED ! . �+ House I Site Plan -.MM--> DIRECTION OF STORM WATER FLOW NEW CONTOURS i I — — EXISTING CONTOURS TO REMAIN I gxiSti ng --•--•--•--•--•- EROSION CONTROL UNE Sheet Number Deck — — — — COASTAL CONSTRUCTION LINE I I PROPERTY BOUNDARYS A-001 it I = W� 20.00 PROPOSED ELEVATION AT EXTERIOR GRADE 4 FINISHED FLOORS Iz IMPORTANT NOTES SITE PLAN Of 1. EROSION CONTROL MEASURES(SILT FENCE,ETC.)SHALL BE USED AROUND 1 THE PROPERTY BOUNDARY AND ADJACENT ROADS TO PREVENT IMPACT TO MPF 0 8 16 32' ADJACENT PROPERTIES,STORM SEWER INLETS,AND INFRASTRUCTURE. 2. SEE LANDSCAPE PLAN FOR NEW PLANTINGS AND SITE LIGHTING. CONSTRUCTION DOCUMENTS II 1I 1 ANGLE POINT 1 OPPOSITE R-46� / I MAP OE SURVEY THE NORTH 15 FEET OF LOT 8, ALL OF LOTS 9 AND 10, AND THE SOUTH 20 FEET OF LOT / 11, ALL IN BLOCK 62, ATLANTIC BEACH, ACCORDING TO THE PLAT RECORDED IN PLAT BOOK / 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. / I I / �1 W W Q 1p zo 40 1 I I SCALE: 1" 20' n 131.5 / >1 I _ -tr- Ttlill STREET 1464'ET BY PLAT V ?� --T I I I 1 16th / gTORY FRAME I11 2 1595 \ / I i I I I gA,ONAI NIGH WATER UNE SIDE14CE NO �vAro►+s$.r NAw (�9Sa)`� / n RE III I X F_2 STORY FRAME T / 0 1 GARAGE APARTMEN _ - - FOUND 7 11 Z i N NOT LOCATED LOT 12 .0 - _ __ - _ ON / 1 147 ' 1Q Opo _ 202.5' ISN= 5 o ___ • 724 _ 3 / z I FOUND 1/C 1�-_- - -- - FEET OF LOT 11 N 200 PER PLAT ` 29 1 1 5 x 17.85 x T5. / G°i;2>:�;Z THE NORTH x 19.21 x,s.53 / 5 FEET x 2o.sa x 20.06 - 6.29' THE n►ORTM x 22.39 x 22.18 x 21.86 _- 1 I i (A LOT 11, EXCEPT20.83 x 21.28 x 21.e3 x n.oa x 16.00 x 15.15 / m x20.15 x18.35 --� 51 x 19.66 x 1x.23 -- / x 20.17 _x 19.92 x 21.25 x 20.54 - i x 21.78 X22.60 _ --- x 15.81 x 15.00 (� F• I - 17.32 / P x 19.75 x 20.33 -x 4U'64 _ --" x 18.95 x 18.68 x I LOT 10 OD �. 1 C --'" x19.91 x19.72 / /� x 20.64 x 20.26 tJ DNR MONUMENT ` , N x x 21,71 X1 86 I ' 21.24 x 16.22 tJ 72-81-18 � 01 �tF x 2o.1a x 2090 x 19.01 x 17.57 __ �_-� V �• 00 0 x 19.80 x x 19.83 x 19.56 x 19.28 _-�_�� C 0 NORTHING 2183562.4 EASTING 374065.2 p x 2099 20.11 _,_.. _- �1 C N x 20.65 x 20.66 ___ ---- D J1 x20.51 - x18.69 x17.27 x15.85 x14j83 1 W g P < m I x19.91 x20.25I 1 • , "< - x 19.33 x 19.01 1 1 x 19.96 x 19.84 -._- -- x 20.57 x 20.28 11 Ln -- -- x 20.38 x 20.55 x 20.48 x t6.so x 15.50 x u� LOT 9 ; I 'O X20.25 x 18.17 x 17x1 1 -7 D x 19.54 x 19.08 x 18.63 L ' x 20.00 - 1> 00x 20.50 x 20.44 x I4L. 5 _ x �-- - x 16.13 15.54 -0 • x 20.75 x 20.60 x 20.51 x 16.73 C < �I � x17.92 x17.35__ -- n 11 k O P x19.11 x18.51 -- I n (o • (:) x 20.58 x 20.30 x 19.70_��__ -' x 15.60 x 15 02 j x 20.67 - O rn x 20.75 _ x 16.75 x 16.17 x 21.25 x 17.33 CUT _- --' x 18.48 x 17.89 , PIPE. ( 1 Z x 20.22 x 1994 x 19.09 SOUTH 10 FEET 200 PER PLA Vie. `� I I x 20.75 x 20.67 x 20.59 x 20.51 LOT 8, EXCEPT THE _ 1 i C .�q«W 208.42 4.96 ALL F LOT 8 S8�4:-1- c-�=Lam_ 1 I 1 tit - 11I THE SOUTH 10 FEE ___.__. �� wAl1c 1 I n 1 2• CK DN� 19 D f WPE' NO O�Ig7.81 _ -- _- -- 70 0 NORTHING 21 3 1 o EAS1lNG 539!1 FLAG POTS• DECK I r '- 7 LOT 129.3'-- AUGI � X42013 z BENCHMARK 1 If By MAG NAIL AND DISC 2 STORY I LB 3672 ELEVATION FRAMESTORY I 12.16 NAVD '88 I GARAGE 2 FRAME I 1 RESIDENCE N0. NOTES:1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOCATION. I I rn I 2. BEARINGS BASED ON A CALCULATED UNE BETWEEN DEPARTMENT OF NATURAL I v J RESOURCES MONUMENT NUMBERS 72-81-A18 AND 72-81-A19 PER THE COASTAL I CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA BASED ON GPS I I OBSERVATIONS. 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS RECORDED IN MAP BOOK FILE COPY C. PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JULY 21, 1992. �'A 9 4. GPS RUN USING SPECTRA PRECISION EPOCH 25 L1/L2 EQUIPMENT AND TRIMBLE .'ww �•x>.. °°m""'"" VRS SOFTWARE. 1 5. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59 59A & 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE I EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 142.5 I 6. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. II 7. ALL TREES SHOWN ARE PALM TREES WITH THEIR SIZE SHOWN THUS: 12" 8. STATE PLANE COORDINATES SHOWN ON PROPERTY CORNERS REFER TO NAD '83. 9. ELEVATIONS REFER TO NAVD '88 ESTABLISHED USING GPS. SITE BENCHMARK AS I I 10. L SHOWN.MEAN HIGH WATER LINE ESTABLISHED USING EXTENDED DATUM FOR TIDE C. STATION 872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.V.D. (1988), TIDE � RANGE=5.07' . 41 I 11. SEASONAL HIGH WATER LINE FORMULATED ED ACCORDING TO CHAPTER rr1 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE. MHW + (1.5 X TIDE RANGE) = 2.10 v+I I + (1.5 X 5.07) = 9.71 N.A.V.D. (1988) A. t 12 CONTOURS AT 1 FOOT INTERVALS WERE COMPUTER GENERATED. 4. 1 INTEGRATED AVERAGE GRADE EL.19.14 t p I 1 / DNR MONUMENT / 72-81-A19 � NORTHING 2183631.5 FASTING 374888.1 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD I / ZONE "X" (AREA OUTSIDE 500-YEAR FLOOD PLAIN) AND �1/ FLOOD ZONE "AO" (DEPTH 2 FEET) AS DETERMINED FROM 1 / < v I THE FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL THIS SURVEY WAS MADE FOR THE BENEFIT OF i NO. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE 1 ��`L I MR. & MRS. THOMAS PETWAY IV, B CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. /1 d RICHARD "00. D1 SKINNER & ASSOCIATES, P.L. 6 ANGLE POINT "NOT VAUD WITHOUT THE SIGNATURE AND THE OPPOSITE R-47 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED I TOPOGRAPHY U ATED APRIL 11, 2013 DONN W. BOATWRIGHT - P`.4h, SURVEYOR AND MAPPER. - I REVISED CERTIA TIONS AUGUST 27, 2012 FLORIDA LIC. SURVEYOR ,drld MAPPER No. LS 3295 ORIGINAL BOUN RY SURVEY MAY 23, 2012 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE: 2013-0257 DRAWN BY: D BOATWRIGHT LAND SURVEYORS inc. 1500 R BERTS DRIVE JACK REF: 2012-0390. 12.0652 SONVILLE BEACH FLORIDA [D7:AUGUST 17. 20,2 SHEET of 904 241-8550 _ _ ( ) 14 V06 1�' -�� V_ '� ` I Petwa dence i . - 1565 Beach Avenue Atlantic Beach , Florida :10- Wz RICHARD SKINNER - O1 &ASSOCIATES,ARCHITECTS UA0 q C= W A V 2245 St 10hns Avenue Jacksonville,FL 32204 '`✓ I r A 904.387.6710 www.rs-archilects m n Licum 8AA26001539 �naa A W a LAr1 Consultants ts INTERIORS CA KMH Design a 1510 3rd Street North Jacksonville Beach, Florida 32250 STRUCTURAL Lou Pontigo &Associates, Inc 420 Osceola Ave Jacksonville Beach, FL 32250 I ELECTRICAL Haddad Engineering Inc. h - INDEX OF DRAWINGS - 2955 Hartley le,Rd, lone 205 Jacksonville, Florida CIVIL ENGINEER A-000 COVER SHEET * INDEX OF DRAWINGS Anchor Engineering of Florida 4000-11 St.Johns Avenue A-00 I ARCHITECTURAL SITE PLAN * NOTES Jacksonville, Florida 32205 A-002 SITE DETAILS LANDSCAPE — Ben Dinkins Landscape Design 1 C-1 SITE * GRADING PLAN WITH STORM WATER RETENTION DATA 2245 St.Johns Avenue L-I LANDSCAPE * SITE LIGHTING PLAN Jacksonville, Florida 32204 --- ARCHITECTURAL Seal A-10 1 FIRST FLOOR PLAN A-102 SECOND FLOOR PIAN A-103 ROOF PLAN A 104 GUEST HOUSE PLANS A-201 EXTERIOR ELEVATIONS < A-202 EXTERIOR ELEVATIONS A-203 GUEST HOUSE EXTERIOR ELEVATIONS A-30I BUILDING 5ECTION5 A-302 BUILDING SECTIONS A-303 BUILDING SECTIONS A-304 GUEST HOUSE BUILDING SECTIONS A_-GO I FIRST FLOOR REFLECTED CEILING PLAN A-G02 SECOND FLOOR REFLECTED CEILING PLAN V A-GO3 GUEST HOUSE REFLECTED CEILING PLANS C: a) r` STRUCTURAL C C) 50.0 DESIGN CRITERIA AND GENERAL NOTES . = u- - LIST O F ABBREVIATIONS - -s► .o AUGERCAST PILE PLAN Q s — 51 .01 FOUNDATION * GROUND FLOOR REINFORCING PIAN — --- ---- —----- --- �— - - - — 51 .02 GUEST HOUSE FOUNDATION t GROUND PIAN V LIST OF ABBREVIATIONS DEMO DEMOLISH/DEMOLITON GWB GYP5UM WALL BOARD PT PRE55URE TREATED 51 .03 GUEST HOUSE DETAI L5 ` # POUND OR NUMBER DIA DIAMETER HC HOLLOW CORE PNT PAINT/PAINTED T ! AND DIM(5) DIMEN510N(5) HM HOLLOW METAL PVC POLYVINYLCHLORIDE 51 .04 FOUNDATION SECTIONS AND DETAILS RBR RUBBER V @ AT DN DOWN HR HOUR RCP REFLECTED CEILING PLAN 5) ,05 FOUNDATION SECTIONS AND DETAILS, CONTINUED ACT ACOUSTIC CEILING TILE DR DOOR HVAC HEATING,VENTILATING,AND AIR RD ROOF DRAIN Ln REQD REQUIRED S I .OG POOL PLAN �'o AD AREA DRAIN DWG(5) DRAINING(5) CONDITIONING RM ROOM S J . J FIRST FLOOR WALL FRAMING PLAN Ln AFF ABOVE FINI5HED FLOOR EA EACH IRGW5 IMPAC!'PE5151ANT GYPSUM 5IM 51MILIAP _ WALLBOARD 55/ 5TAINL E 5 5TEEL CIFIGATION 51 .2 SECOND FLOOR TRUSS PLAN * GUEST HOUSE CEILING PLAN r' ALUM ALUMINUM EJ EXPANSION.IOINT 55/SSTL STAINLE555TEEL �..�� ANDD ANODIZED EL ELEVAI ION ILO IN LIEU OF 5TC 50UND TRAN5MI5510N COEFFICIENT 52. 1 SECOND FLOOR WALL FRAMING PLANr'I 1 35MT BASEMENT ELEC ELECTRICAL IN5UL IN5ULATED 5TL STEEL `V INT INTERIOR 5TRUCT 5TRUCTURAL 52.2 ROOF TRUSS PLAN BYND BEYOND ELEV ELEVATOR/ELEVATION TEG TONGUE AND GROOVE 50T BOTTOM EPDM ETHYLENE PROPYLENE DIENE MAX MAXIMUM TELE TELEPHONE S3.0 SECTIONS TLT TOILET CIP CAST IN PLACE M-CLA55 MU MECHANI OPENING TO TOP OF 53. 1 SECTIONS MCH MECHANICAL CHNL CHANNEL EQ EQUAL TOC TOP OF CONCRETE 53.2 SECTIONS MEMBR MEMBRANE TP TOILET PAPER D15PEN5ER GJ CONTROL JOINT EX157 EXI5TING MIN MINIMUM TYP TYPICAL 54.0 MASONRY SECTIONS AND DETAILS CLG CEILING EXP JT EXPAN5ION JOINT UNO UNLE55 NOTED OTHERWISE MRGWB MOISTURE-RESISTANT VIF VERIFY IN FIELD 54. 1 FRAMING 5ECTION5 AND DETAILS ISSUE CLP CLEAR EXT EXTERIOR GYP5UM WALL BOARD W/ WITH CMU CONCRETE MA50NKY UNIT FBO FURNISHED BY OWNER MTI, METAL WD WOOD 54.2 SECTIONS AND DETAILS no .date description COB CL05E OF BU51NF55 FD FLOOR DRAIN NIC NOT IN CONTRACT COL COLUMN FEC FIRE EXTINGUISHER CABINET NO NUMBERELECTRICAL 1 10/18/12 PRELIMINARY DESIGN COMDR COMPRESSIBLE FIXT FORS NOM NOMINAL CONC CONCRETE FLP, FLOOR OC ON CENTER E-100 ELECTRICAL RISER DIAGRAMS AND NOTES 2 4/18/13 DEP SUBMITTAL _ CONT CONTINUOUS FO FACE OF OPP OPP051TE E-101 FIRST FLOOR LIGHTING PLAN 3 5/28113 FINAL PRICING CPT CARPET FIND FOUNDATION PCC PRE-CAST CONCRETE E-102 FI RST FLOOR POWER PLAN CT CERAMIC TILE GA GAUGE PLUMB PLUMBING 4 7/24/13 PERMIT SET DBL DOUBLE GALV GALVANIZED PLY PLYWOOD E-201 SECOND FLOOR LIGHTING PLAN i E-202 SECOND FLOOR POWER PLAN 1 E-30 I GUEST HOUSE LIGHTING PLANS E-302 GUEST HOUSE POWER PLANS REVISIONS ARCHITECTURAL SYMBOLS LEGEND no . date description NORTH ARROW BU#LDI'I IG CODE REVIEWSUMMARY - DRAWI NG TITLES F7GJre:Pf%R.PTIONI t�P1V5INGLF FAfVItY, E CrErt.GF. o M0JFG."NAME 22 o Pb GJE ADD �5T64�5 AY5EP,A>`r�?i�JA1=YNTGN�U E .._ _.._..... ......... S(ALEA 4-41"it,5EAC;M, 3ZZ33 ()W'N R. >??!G(3RI;r''�rAGta PR!?r Et TiP 3 9 LG FR,0fF5 >a0NA1 Of5K14NFIR 4 GG.iA7 ,A!✓ ! RC.T --------------------------------------------------------- ---- - ---- 1�„EGG7 11G� --SAP I UD-.�a Scale: As indicated SECTION MARKERS - - KI(HARD G 5>rl.'vLM 'A ,_:1_E0 t'------------------------------------------------------ -- SYMBOLS y24,5 J4"NOAVEN L r y= Project No.: 1208 ----- SECTiON NUMBER JRCr��QN---- F 3� .Or`�- ---------------------.---------------_----�--- Drawn by: GT _ ..._ . 1 - - 904 38'.4;Y r O DF?1:a ---__ A1 .1 -- -— SHEET NUMBER 14 DOCK TAG s0^357 � r M Checked by: RGS 0CC,VPANG`r iI�1GLl=r/�v111Y R iDEtyG ttt:C , R.3 1.�G} -__- -- ------ ______________________________________ Sheet Title tLA551,ICA-JD4. __.__. ....1'O..N...�.J`r1G 4GT Cf OL .....L...... ..................................10E.. .. ROOM NAME NUMBER DETAIL AND PLAN MARKERS Stair __ � ORc A 15DI' DING GODc 201 - - -. PJLI,LDI�,G 20J G' -. - Cover Sheet ELEVATION __-- PIE-'IDFNT1AL 2-Q 0 NUMBER - i - 1 3 WINDOW TAG ._> ----------- ;;FL;EL GAS 201 0 . A0.0 SHEET NUMBER KA1 OEIA ELECTRIC CCDf�0�5 Sheet Number 0 REVI510N MARK KFPa D 1 F- Al ET,r LODE ...................... .......y ,..._ _..�. vvrirm HLOK-DA%4001F=CATON5 2OG ' FLORIDA F1IF F ' lO�t GC�Dr 2.010 ELEVATION: MARKERS A-000 EXISTING SPOT ELEVATIONLOR'l?A :ERGY GC)JE - ^^ LOA A0MIN45T'ATW'COVE t�� i ELEVATION ------------------------ ._...,., _--... ._- 1 NUMBERS) N 9&fLC5 41417i'SG'GLu�J. ^��P - - __ of u W A7.1 E C.4^iA9 T4L CO3x.&TkLAC,-1C,,V.A,41D L ✓CAV4TVM �-OSHEET NEWSPOT ELEVATIONAL THOITtF5 1AV1F4G G,ITY`OT ATLALlTLG 'PI', Ft tUA NUMBER - e JfJI:,45DICI FLOPJDA DEFA147M, EN'OF€141ARi,'341sfNTALTEG-ztoN !BUREAU O�I AG*ily�i AND COASTAL '�TEt�15 CONSTRUCTION DOCUMENTS I - II _ ' I l Existing y. House 1 _• " Existing Porch RICHARD SKINNER Existing 1 &ASSOCIATES,ARCHITECTS Deck IC 2245 5t drrs Avenue 1 adcsonvil FL 32204 ol-i 1 .Q t�ar I o 904.387.6710 www. chieecls.aom I 33'-3" I w•o [Tome#AA26001539 1v Breakaway pattern Retaining walls-ref.detail 3/A002 I sawcut in driveways-4' " „ „ , s " 4 Consultants 6-4 24'-I I S-4 22-8j� I 1 max.dimension (typ.) A17r_0" 25'-4/4" 8'-8" 8'-4" 6'-6" 6'-6" INTERIORS Trash/Meter LA KMH Design 113 A/C Units Sea wall (buried) 1510 3rd Street North 1 ( Jacksonville Beach, Florida 32250 3� 15 16 17 Lou PAssociates, Inc A STRUCTURAL O _ , _ ( Osceola Ave 21 b I I I ALLOWABLE � 420 0 i10 �2i { _ cksonvl eJ J Beac L 32250 g �� - 9 REQUIRED PROJECTION Jacksonville h F _ _ SETBACK ; ,. .,,•�. ._.." - --• - ---------- — � I 1� ELECTRICAL ---- �( 1'1 10 Haddad Engineering Inc. 8 17 wt I 16 1 14 I 2955 Hartle S Existing drivewayAll Downspout/catch 13 y Rd, utle 205 Anchor basin with river stone 13 14 14 j Jacksonville, Florida to be removed Driv way = I ! 1 point 15 ! I CIVIL ENGINEER (breakaway) FFE 22.83' FFE 20.33' � ..-��%' ( i Anchor Engineering of Florida i I I 4000-11 St.Johns Avenue �r• I 1 I, Jacksonville Florida 32205 12'-Oy" 6'-43/4° 18'-4" G'-5%4" Q { I I LANDSCAPE W 14 5 16 �� G +4 1 Ben Dinkins Landscape Design I .� -_ Main I 2245 St.Johns Avenue 1 Jacksonville Florida 32204 House a� 3,196 sq ft FFE 21.33' Z -� I I I Seal m: �o 22.50' 1 W u? - 17 I Existing lawn to be !� t 21.00' PI nter Bed i 4-1-11 PI refurbished -ref. II 1 i � r ' II I d � 11 �`�� �•, I, ' - � Landscape design - I ?jk 20.05' Retaining walls- ref. detail 3JA002 4"Iii r GJ Grass m 1 = Underground -r PaVerS O xr \ g N LP tank rr �, _t ki a •� }y it•' ;-'-'-'-+ - N I r iC Beaoh} Rain chain/ T1 i I Oty °f AZonin9 Deptm Itch 1e I and Wtth app it nd catch basin in f I I j Mi I• �t , 1 r, y Porch I plann �ompltano e� 1008 ti Ute 'I I4 (U with river rock , ' ifi rid th potGv ' no seon a ut dqus Com U t V Cal g uanoeb pdtmtotihetaplp\� en O - I Zhis sub fattons, of e > ::: vefoPm th Ts ode an Qu a tan o Q� ', - —, — ..:_:—•— ,,— __., — - j de vat for B C er�ttin9 .: . � N Planter Bed:•; a P da de of uan ,...:. ` _ pth rlor} t nature' the I w.. -- I- I w+ S to d 9 to e ff� •L I I I fm t�h gu}1d g,by. Tat prioi j 1 U b n 0 ice toti I _ LL a Pe�m mint _ _ - Planter - — -- - I X Uifdin9 ev o % Q . , p •Uni Q _ I � Downs out/catc B 0 Guest � Bed + 2 .75' 22.45' asin with river sones pro y �C° --. I b ^ 1 V :.: : :.. _ L Lo Date'' House 1 ::.._ I ;1 8'-23/4" G'-O" 5'-5%2°— — -- — o — — — — — I L.L RS 596 sq ft -- — I " I *Final structural design determined - --------- ---------- - m g L _- --Downspout to 14 l m that a 4" increase in exterior wall Q p `- a V o Driveway thickness below 27.45' NAVD was I Catch basin y required. Original footprint was 596 __ __.__-- . ___-- -_-- -I Typical (2) Risers at yard:4.5" I' I Extent of existing law and N (breakaway) I gsf;final footprint Is 624 gsf. Net area 22'-85/g" Ln ! has not increased. Administrative — I 20 05' (1)Tread [Q 15" —_._ I,-3„ POOH I limit of new re-grading 4-0 variance of less than 5°k Is requested. I � Work Room o Lawn W Anchor 302 sq ft I m Planter wall I � — ---Pavers- ref. i I ,t s FFE 23.79 j I detail 4/A002 _ point 1 FFE 21.13' I per detail 3/A002 STRUCTURE ELEVATIONS , FEMA DESIGNATED FLOOD ZONE FOR NEW CONSTRUCTION:ZONE IX _____ __------ --_--__ _________ -_ _.-_ -_-- X. ISSUE m 00 YEAR STORM ELEVATION: 7.4'NGVD 16.3'NAVD I i' _ 100 YEAR STORM DESIGN GRADE: 5.5'NGVD 4.4'NAVD N O ._........_......_.........._..._. I ` \ —N - no . date description t15 PlaBedr7l I .__... .._.__.__._____.__. L[) LOWEST HORIZONTAL STRUCTURAL MEMBER ;s•. "• 10/18/12 PRELIMINARY DESIGN 7 1,8 1$ AIN HOUSE: 7.83'NAVD N _ ( M I 1 `- bower per --� GUEST HOUSE: 15.33'NAVD 2 4/1813 DEP SUBMITTAL 1 .3 20 detail 5/A002 I APPROXIMATE CUT/FILL CALCULATIONS 5/28/13 FINAL PRICING — SEAWARD OF CCCL FILL CUT Existing utilities 39'-7" POOL+°.POOL PILINGS 104 CY 4 7/24/13 PERMIT SET UNDERSTRUCTURESRADINGUREST HOUSE 299 CY 39 G 5,-0„ 4'-0 fop, - to remain (typ.) 8-I 1 _ 1 G.7 CY 1 -3 2' ±6�-5��e le --Wood fence per ol HVAC I 4 CY CENTER ON Pool Equipment detail Z/A002 (typJ I N WINDOWS Emergency Generator C l SUBTOTALS 343 CY 310 CY Neighbor's existing retaining wall L APPROX.TOTAL FILL SEAWARD 33 CY REVISIONS OI+� I � I _ 24'-0" N IMPORTANT: no . date description L r 1) ALL FILL MATERIAL PLACED SEAWARD OFTHE CONTROL LINE SHALL BE SAND SIMILAR TO THAT ALREADY EXISTING ON THE SATE IN BOTH COLORATION AND GRAIN SIZE.ALL 03. SUCH FILL MATERIAL SHALL BE FREE OF CONSTRUCTION DEBRIS,ROCKS,CLAY,OR o� � o 15; OTHER FOKEIGN MATTER;SHALL BE OBTAINED FROM A SOURCE LANDWARD OF THE 1 COASTAL CONSTRUCTION CONTROL LINE;AND SHALL BE FREE OF COARSE GRAVEL OR _ — COBBLES. I 2) FILL AND OTHER CONSTRUCTION MATERIALS SHALL NOT BE STORED ON VEGETATED AREAS SEAWARD OF THE CONTROL LINE. 01 W _I I 0, a O IMPERVIOUS SURFACES AREA CALCULATIONS U O _ ,0 ALLOWED 50%MAX OF AREA AS DESCRIBED IN DEED 2. C I "_-► AREA CALCULATED FROM DEED DESCRIPTION = 1 7,296 5F W i O Scale: As indicated EX15TING BUILDING t HARDSCAPE SURFACES = 4,055 SF /1 PROPOSED BUILDINGS 5,389 5F V Project No.: 1208 to Existing PROPOSED DRIVEWAYS,WALKS t PATIOS" = 1,441 SF 1 ) O U Garage NOT GAINOVERAGE = 2 775 5F(68.4%) ( Drawn by: GT PERMEABLE PAVING,WHERE INDICATED ON SITE PLAN,SHALL BE 1 Checked by: RIGS INSTALLED PER COAB STANDARDS FOR PERMEABLE PAVING. SYMBOLS LEGEND I Sheet Title EXISTING PALM TREE TO REMAIN } g ` EXI Stl n I EXISTING PALM TREE TO BE REMOVED II House 1 1 Site Plan �/WV`-> DIRECTION OF STORM WATER FLOW 1 NEW CONTOURS i - EXISTING CONTOURS TO REMAIN Oxisting --•--•--•--•--•- EROSION CONTROL LINE I Sheet Number Deck — — — — COASTAL CONSTRUCTION LINE PROPERTY BOUNDAKY5 l w 20.00 PROPOSED ELEVATION AT EXTERIOR GRADE t FINISHED FLOOK5 A-001 � z IMPORTANT NOTES SITEPLAN I. EROSION CONTROL MEASURES(SILT FENCE,ETC.)SHALL BE USED AROUND Of 1 SCALE: I/8" = I -O THE PROPERTY BOUNDARY AND ADJACENT ROADS TO PREVENT IMPACT TO 0 8' 16' 32' ADJACENT PROPERTIES,STORM SEWER INLETS,AND INFRASTRUCTURE. 2. SEE LANDSCAPE PLAN FOR NEW PLANTINGS AND SITE LIGHTING. CONSTRUCTION DOCUMENTS - 5/4"x8" AZEK TOP CAP-SCARF JOINTS ❑ I 6'-0" (TYP.) 1'-3" -3" 6'-5" 2'-6" REF. STRUCTURAL 2'-6" REF. STRUCTURAL 'ARTISAN' LAP SIDING - STAGGER m JOINTS OVER POSTS m ------ -- I �- - - - - - - - - - - - - CONT. Ix4 NAILING STRIPS TO — --------- --- -- ------------ — — — �f — — — — — — — f — i� ALIGN WITH AP COURSING ' — ,. .. – a -- --- -- -..--- -- I -- -- ------- t I Q Q I J / --r-r� in > 8 I RICHARD SKINNER \ / o I I 1 I 1 &ASSOCIATES,ARCHITECTS ED o CL UJ 1 _ 2245 St Johre Avenue lacisonville,FL 32204 � I 2x4 'X' BRACING AT ENDS AND � � z z EVERY OTHER BAY = U O I I I I I SLOPE T (2) 904.387.6710 www.m-mcbheM.com / \ g Q POO L D INS z License#AA26001539 / \ 2x4 HORIZONTAL AT TOP 4. BOTTOM Q I I I I I 1 m I / � - _ /- = Q 12'-c Consultants VARY HEIGHT OF BOTTOM BOARD TOI I I 1 i Yr•_/ ___ _.__ ___ __ _ MAINTAIN I 1/2"GAP ABOVE GRADE - - - - - I INTERIORS I � - KMH Design SUN SHELF I SHALLOW SLOPED 1 DEEP 1510 3rd Street North I I Side Elevation i I I I Section i1 1'-0" DEEP 1 4'-0" DEP AREA 6'-0" DEEP Jacksonville Beach, Florida 32250 II II - L------- --J L— —J L-- ------ — STRUCTURAL POST 4"x4" PT WOOD FENCE POSTS - I - Lou Po t go &A soc ates, Inc NAILING STRIP EMBED MIN. 6'-0 BELOW GRADE - I 420 Osceola Ave COAT WITH GARDNER 9005-GA I I 1 Jacksonville L 32250 LAP SIDING I I TO 12" ABOVE GRADE — ------ — -- ------ ------- ------ — _ Beach, F i t I I I -- — N ELECTRICAL Wood Fence - AST POOL WALL BECOMES AUGERC T ANCHOR RE AlAINING WALL - RUN NORTH TO Haddad Engineering Inc. FILEE s CONCRETE VE NDA AND SOUTH TO EDGE OF 2955 Hartley Rd, Sutie 205 2 5CALE: 112" = 1'-0 " 0 1. 2' 4' PLAN GRADE B AM5 BELOW HARDSCAPE AS REQUIRED Jacksonville, Florida ------------ ------ — CIVIL ENGINEER -------------- ------ —————————— --- ------------— Anchor Engineering of Florida 4000-11 St.Johns Avenue 2" J O" 8'-I" 8' -8° 8'- _I° Jacksonville, Florida 32205 - I'-1 3/5" LANDSCAPE RETAINING WALL WITH Ben Dinkins Landscape Design CAST STONE CAP "PLANTER"CAP 2245 St.Johns Avenue RETAINING WALL WITH Jacksonville, Florida 32204 "PLANTER"CAP _ _ _PROPERLY LINE (PLAN) 7/8"STUCCO FINISH FINISHED - - - - - - - - - - - - - - - - - - — - - - - ---- HARDGRADE Seal SCAPE ELEVATION Q SURFACE VARIES 7/811 STUCCO FINISH BREAKAWAY PAVING z PER SITE PLAN EACH 51 DE ELEVATION HARDSCAPE - . I STEPS - 16" TREADS, 12" RISERS VARIES SURFACE y FINISHED kA _ _ z fl - — GRADE -- — O 1211 BOND BEAM (IYP.) �--- z_ 81,CMU, BREAKAWAY D FLEXIBLE GROUT BETWEEN WATERLINE O ELEV. +2 1 .0' • 12"CMU, REINFORCED 4� . - FI •'E'• TILE AND COPING (TYP.) z z NISHED PATIO/ GROUTED SOLID BREAKAWAY FOOTER- 1 .5"THICK STONE COPING POOL DECK - ELEVATION VARIES ELEV. +20.0' "75/&- Typ. Retaining Wall - FINISHED PATIO/ Paving Low N UNDERWATER BENCH 0 POOL DECK 7 5/8" � — W PAVERS ON MUD SLAB Typ. Retaining Wall - IMPORTANT I P O O L 8"THICK EAST WALL BECOMES RETAINING W Paving High UNLESS NOTED OTHERWISE, ALL RETAINING \ CONCRETE FLOOR WALL -COORDINATE WITH WALLS SHALL BE FRANGIBLE IN COMPLIANCE \ SLOPE 41 ADJOINING STRUCTURES ELEV. +13.83' WITH 62b-33, FAC, AND FEMA \ FREE-OF-OBSTRUCTION REQUIREMENTS. \ TOP OF CONCRETE O "Planter" Wall — — — — AT POOL FLOOR ELEV. + 16.33' "` � Ll. BOTTOM OF STRUCTURE AT CONTINUOUS REINFORCED RR ` S PLANTER WALL q' CONCRETE FOOTING SECTION B—V ` — ,� �� „� .� -- ELEV. +13.5' ^ SLOPE TO DRAIN �y U I V GRADE BEAMS (TYPJ N m Retaining Walls °° . V 1 3 _ AUGERCAST ANCHOR 5CALE: I/2" — I ' Ln -O° 0 1' 2' 4' PILES (TYP. OF 8) DRAINS AS REQUIRED Ln cz RETAINING WALL WITH}}, W "PLANTER" CAP ^ 3CM STONE PAVERS STRUCTURE AT MAIN HOUSE 1..1� ON GROUT BED I PAVERS ON MUD SLAB N ' ` z i 1 .5"THICK STONE COPING /2"ASPHALT !EXPANSIONELEV. +2 1 .01 JOINT :, :_ ,,.•�..b...M:M ,, ,..,.;.:....;: . .,...,;;_,• I 1 2" BOND BEAM (TYP.) FINISHED PATIO/ a ISSUE 3" UNREINFORCED ° - w POOL DECK d ro no .date description MUD SLAB a O ELEV. +20.0' p FINISHED PATIO/ ��, I 1 10/18/12 PRELIMINARY DESIGN 4� 1XIN ����/' /.���~/�� POOL DECK 2 4/18113 DEP SUBMITTAL CLAN COMPACTED FILL P O O L 3 5/28/13 FINAL PRICING C `' ELEV. +1 6.33' 4 7/24/13 PERMIT SET MV i to Pa V i n BOTTOM OF STRUCTURE A7 ' 4 5CALE: I 112"= 11-011 PLANTER WALL ——————————— 8"THICK colvcRETE � REVISIONS WALLS (TYP.) no .date description SECTION A-A Swimming Pool 1 5CALE: 1 14" = 1 '-O" 0 2' 4' 8' Scale: As indicated Project No.: 1208 Drawn by: GT Checked by: RGS Sheet Title Site Details Sheet Number �I. A-002 of CONSTRUCTION DOCUMENTS i n ,• ,9.IhyslNhJl hl IJhuh!tivlMi IMrtIhJ�.iRllaMMilnpW.iilJkM.di&Ylik i iYYfiW�i1Y�iYY�YYYir1Y�� V - > 131.5 To adjacent structure I D 135'-11" 29.1 ` n Seaward Piling at Main House 76'-11/4" Exiting 16th STREET BY PLAT House. AI (� To adjacent deck 146,4' o o I Q ZIUKT 212'A/2". RESIDENCE:NO. 1 95XPmh O CCCL to ECL-alon North P t Z GARAGE APARTMENTW NOT LOCATED IExisting Deck Q 0 o LOT 12 I „"U`UMN SEASONAL HIGHBreakawa tternr Retainin walls-ref. I WATERLINE MEAN HIGHRICHARD SKINNERsawcut in driveways-4'Z 1'1�+o, ( WATER LINE mraK.dimension((� FOUND 1/2" 1 ON Trash/Meter 0 ELEVATION 91,71 NAVD (988) VEGETATION W &ASSOCIATES,ARCHITECTS 13 4 GR G 2 mrNmr�.►aoi i uo c•m r to r Nmwir w e 9a-Nam FOUND CUT 9 10 1112131415 15 14 13 12 12 12 9 8 7 6 4 3 2 1 TI FASTING 90 1 ' 229; �I.BULKH r _ _ _ _ _ rhr - r _ - ( - � - _ _ _ _ _ _ _ _ _ _ I I 2245 St Johns Avenue Jacksonville,FL 32204 �r a I 1 904.387.6710 www.rs architects.com • 1 t 4 18 " ,e e ' 14 0 5 J 1 i 1 , License#AA26001539 o W 6 t3 3 5 J j 4 -�..�.......� . r� . .... 1 2 .............. . .P. ... .. ' .. .......... ...... ........... ............ � •;;a,;�,;,o;,;;;• •I �• Consultants ""mrm I 1 G? Z 7. e aAd, W ° Z P I ! STRUCTURAL o= Lou Pontigo & Associates, Inc 0 Q i i i i o ! g I ( Q 420 Osceola Ave D ter d m t _ < I Jacksonville Beach FL 32250 Grass , 1 , ' ��tai i 1 � 0.00 100 1 1 t t 00 tells-r ' 0.2 t7 7- ' 3' ' ; ; u' m , ( 0 ELECTRICAL = antil ered v�D 2 2955 Hartle Rd Suite 205 nCO U ; 3' N Jacksonville, FL 32257 C ..... .. ... .y -y .. F ........ .. .... , C �. PlariterBed - ��;_ Mau am NNR ari.. .14 1 ' , . . O U �-, r 5 O I Z _ y 1 , , , Q Anchor n Ineering o oM Q = I 1 J Fonda, Inc. v a'ri uL`2:74111 .00 ,ue 4000-11 St.Johns Avenue J a Jacksonville, Florida 32205 A-001 Lawn 1 , , , A-01 1 ITL I LANDSCAPE c.°. c.°. c.° 4 1 I ' Ben Dinkins Landscape Design _ 2 3 i I 2245 St.Johns Avenue m M-► p 1 , Jacksonville, FL 32204 J U;Rg ; � I I NO CAP1 .B' WES�IP I�'CIJT _ 1 L _ 1 L _ _ - _ .1! - _I_ _ _ _ 1 - - - - - - - - - - - - - -L _ _ _ _ _ - - - - - - - - - i - -I 14 N IQ Mos or r'Mor rm•No xs W"M ru BULKHEAD 1 Emergency Generator HVAC 1y�MmrMW•,"(� MLIMmm1 Existing utilities Wood fence per tail (y ISea wall STORMWATER STORAGE CALCULATIONS to remain(typ.) Pool Eq ipment 2/A002 t Neighbor's existing - mL eo�,o m o•rm trllti tib Z: Ir DESIGN CRITERIA:CITY OF ATLANTIC BEACH PUBLIC WORKS REQUIREMENTS 02-2 Seaward Piling at Guest House m cly �I BENCHMARK 2919 Ngo PIZF_DFVFLOPMENT: MAG o LO r 7 D AREA(S.F.) LOT AREA(S.F.) R O COEFF "C" WEIGHTED"C" Seal _ I NAIL 1,3$' .� I ut IMPERVIOUS AREA: 4,055 17,296 1.00 0.23 o e e 0 LB 367 AND DISC o c PERVIOUS AREA 13,421 17,296 0.20 0.16 e °�e 2 ELEVATJpN Seawarel ingat Pool 12.16 NAVA '88 2 STORY .$ I FLAG POLE, WOOD o P 0.39 e w DECK W STORAGE VOLUME=0.39 X 17,296 S.F.X 9.3 IN./HR./12 INAT. =5,228 C.F. o " .T6 afI)$¢+f}t 51CLLE1LLr� I PnST_DFVFI OPMFNT, + 0 213'-4 112" n AREA(S.F.) LOT AREA(S.F.) R.O.COEFF."C" WEIGHTED"C" 0 0 0 tl�F1ti STRUCTURE ELEVATIONS I S Exis n titltlaas U CCCL to ECL-along South P/L e o Deck IMPERVIOUS AREA: 6,830 17,296 1.00 0.39 RESIDENCE, N4 154 ,' I PERVIOUS AREA 10,466 17,296 0.20 0.12 FEMA DESIGNATED FLOOD ZONE FOR NEW CONSTRUCTION: ZONE 'X' 0.51 �•st+a Exsiing I STORAGE VOLUME=0.51 X 17,296 S.F.X9.3 IN./HR./12 INAT. =6,836 C.F. Hoas2 100 YEAR STORM ELEVATION: 1 7.4' NGVD 1 G.3' NAVD (� REQUIRED STORAGE VOLUME =POST-DEV.STORAGE-PRE-DEV.STORAGE GENUML NOTA FM S 100 YEAR STORM DESIGN GRADE: 5.5' NGVD 4.4' NAVD 24 p =6,836 C.F.-5,228 C.F. = 1,608 C.0 i 101 U> =L 1 vti�► I1' STORMWATER STORAGE: LOWEST HORIZONTAL STRUCTURAL MEMBER 1 USE:APPROX.200 L.F.OF 6"PERFORATED PIPE W/SOCK AND ROCK BEDDING R CIO�tl MM MAIN HOUSE: 17.83' NAVD TO DISPERSE DRAIANAGE INTO ABSORPTION AREA IN REAR YARD i ��M111Ort9 tt�Yt1tt»t� GUEST HOUSE: I G.33' NAVD I SPA PER GEOTECHNICAL REPORT GROUND WATER TABLE IS AT ELEVATION 4.00 vlil APPROXI MATE CUT/ FILL CALCULATIONS AVAILABLE STORAGE IN REAR YARD: 75'X 85'X 12'X 0.30 =22,950 C.F. > 1,608 C.F.OKE 1425 SEAWARD OF CCCL FILL CUT To adjacent structure WHEN FINAL STORAGE DESIGN IS APPROVED, AN "AS-BUILT' TOPOGRAPHIC SURVEY POOL t POOL PILINGS 104 CY U 15T-101/41' TO DOCUMENT PROPER CONSTRUCTION WILL BE REQUIRED. AUGER CAST PILES AT HOUSE G7 CY O YARD GRADING 244 CY C To adjacent deck UNDER STRUCTURES 99 CY 130 CY ^ •i r, `{�/ � _O SUBTOTALS 343 CY 3 10 CY Site & Grading Plan APPROX. TOTAL FILL SEAWARD 33 CY • Q) U- 1 SCALE: 1 " = 20' 0 10' 20' 40' > IMPORTANT: Q V I) ALL FILL MATERIAL PLACED SEAWARD OF THE CONTROL LINE SHALL BE SAND SIMILAR S CCS TO THAT ALREADY EXISTING ON THE SITE IN BOTH COLORATION AND GRAIN 517E.ALL SUCH V N FILL MATERIAL SHALL BE FREE OF CONSTRUCTION DEBRIS,ROCIC5,CLAY,OR OTHER (� Ic FOREIGN MATTER;SHALL BE OBTAINED FROM A SOURCE LANDWARD OF THE COASTAL MMQ� ► 1 ' I CONSTRUCTION CONTROL LINE:AND SHALL BE FREE OF COARSE GRAVEL OR COBBLES. WV 135'-11" I 55.00' Seaward Piling at Main House Hei ht Limit 2) FILL AND OTHER CONSTRUCTION MATERIALS SHALL NOT BE STORED ON VEGETATED l v 1 54.63'NAVD AREAS SEAWARD OF THE CONTROL LINE. � M Ln C 50.00 I I Buildin Hei ht IMPERVIOUS SURFACES AREA CALCULATIONS Ln = 45.00' ' 54.13'NAVD ALLOWED 50% MAX OF AREA AS DESCRIBED IN DEED �� I I Guest House behind I 40.00' I I I I AREA CALCULATED FROM DEED DESCRIPTION = 17,296 SF I '^ r,--_� ♦`- __�-- &LowestHabitable Floor EXISTING BUILDING HARDSCAPE SURFACES = 4,055 5F 35.00' 21.33' NAVD I PROPOSED BUILDINGS = 5,389 5F 0. 30.00' I I � I I T007ALOSED COVERAGE =AYS, WALKS$ PATIOS' 6,830 SF (39 5°70)SF Avera a Grade 25.00' I 1 19.63'NAVD , NET GAIN = 2,775 SF (G8.4%) I W I I *Lowest Horizontal$ructural Member ` PERMEABLE PAVING, WHERE INDICATED ON SITE PLAN, SHALL BE ISSUE 20.00' 17.83'NAVD t I INSTALLED PER COAB STANDARDS FOR PERMEABLE PAVING. no. date description P 15.00' I I SYMBOLS LEGEND 1 10-18-12 PRELIMINARY DESIGN 10.00' m c T _ Area of fill(ty .) EXISTING PALM REE TO REMAIN p ( ml � 2 4-8-13 DEP SUBMITTAL 5.00' ( I I I I E, Existing grade(typ.) I n, v I I I I I I v v l 3 5-28-13 FINAL PRICING ole J � Proposed grade(typ.) EXISTING PALM TREE TO BE REMOVED 0.00' NAVD 1988 U. I I I I 1 I I o01 fd I �I 5.00' B� 1 I I I I I €� Areas of cut{typal �) I -/WNL+ DI RECTION OF STORM WATER FLOW uW II II II - -10.00' I I II I I Cot l NEW CONTOURS ^ U V Li Bottom of Pilings 15.00 14.00'NAVD ------------- EXISTING CONTOURS TO REMAIN REVISIONS � Site Section ------ EROSION CONTROL LINE no. date description -•- •- •-•- COASTAL CONSTRUCTION LINE 1 5-20-13 DEPCOMMENTS SCALE: 1 " = 20' 0 10' 20' 40' PROPERTY BOUNDAKYS 0 PROPOSED ELEVATION AT EXTERIOR GRADE f. FINISHED FLOORS 136'-21/2" 55.00' Seaward Piling at Pool I i IMPORTANT NOTES 50.00' 62'-7112" �-�� ��---------L I . EROSION CONTROL MEASURES (I.E. E31LT FENCE) SHALL BE USED AROUND THE Seaward Piling at Guest House ��� I N Scale: As indicated 45.00' ' PROPERTY BOUNDARY O PREVENT IMPAC O ADJACENT PROPERTIES, I G i r--yl 2. SEE LANDSCAPE PLAN FOR NEW PLANTINGS AND SITE LIGHTING. Project No.: 1208 40.00' Building Height it Guest w 1 11 House 38.671NAVIT I Drawn by: 3 5.00' 1 1 Checked by: 30.00' Lowest Habitable Floo , , at Guest House 24.00 NAV 25.00' i 1 i i Sheet Title 20.00' I Lowest Horizontal Structural •embe at Guest House 16.33`NAV s.00' Drainage & 10.00' Grading Plan 5.00' Proposed grade(typ.) b. 1 c I I I I I I c Existing grade(typ'.) 0.00' NAVD 1988 U.- I J I I I I I I y l v) Areas of fill(typ.) s.00' B o o I I I I I I a s Sheet Number UIQ I a I I I I I I �, , Areas of cut(typ.) -10.00' I I I I I I v I EIv - C- -15.00, U U LI wBott2 of Pilings ' ' -14.00' NAVD Site Section 3 SCALE: 1 " = 20' 0 10' 20' 40' CONSTRUCTION DOCUMENTS 2 2'-85/8" 9. it O/8 .. . 10 05 06r2 4(1 07 A-303 A-303 A-201 /08 A-303 A-303 13'-O" 6'-O" G'-O" 5'-O%" 3'-5 8 4'-97/8 4 �� 31-53/411 I'-35% '- # lie '0 03-G 1 2 9 2-9/2 71-4/411 8' 8.. 8' 4.. G' G.. I N<8> a m� I 12 I 11 10 09 08 �� 1, , _ r - - - - - - - - DOWNSPOUT RICHARD SKINNER &ASSOCIATES,ARCHITECTS i l , HillI I I I , : .. i.,. .... J4 i ,:I. u;. I .y., , ,I,,.n -.•.,.,,,+ ',..n .-a:. ..Li I -.-i ,.I I I 2245 StJohns Avenue ladimi hill=,FL 32204 I 1 -8 - - o - ISOKERN I 2T I O" N _ LaundryStalr — — MAGNUM 72-J 904.387.6710 www.rs-areAKa.com — — — — — — — — - @ - _ - 20 I N I _ _ _ _ — - LicenseAA2 1 3K @ 7.5" DN 13 =N �j o m 107 108 29 600 539 Garage m I I I I mo, I 103 1 — I I = =N — _ I Dining I I Consultants ' I 1 Closet I _ 109 - °Q INTERIORS N = L(1 til I, 105 m I N KMH Design - PONY"WALL WITH CIOS t \ o = O I g _I _ _ _ WOOD CAP_ 14 — —104 21 m = =� I 1510 3rd Street North A-301 - --NJ Slope slab 2" - 1 CE rY - - - --- - o .- - I - I - - - - - - - _I - - - - - _ _ - _ _ _ - - 01 Jacksonville Beach, Florida 32250 1 N m- 2 I I o - - STRUCTURAL � — — - - - I � A-301 — — I Lou Pontigo &Associates, Inc FFE 20.33' - `r — — 1420 Osceola Ave Fluture 1 I Jacksonville Beach, FL 32250 - - — ELECTRICAL WHOLE 110U5E VACUUM - EI vator - I l -I O/2 TRICAL — — — — — — � PROVIDE 2X4 CHASE =N MUd 15�2n I �� I �� 23 102 5/2 15Y2 FFE 21.33' Haddad Engineering Inc. � 171 INTERIOR STAIR: O 2955 Hartley g Framed floor I u1 1116 1 OT @ 1 0.5" — — — _ — — — — _ — — y d, Sutie 205 20K @ 7.2375" % Jacksonville, Flcrida over lelewator pit 22 I 1 :TREAD NOSINGS =� I hul In;ul I I..,i. - - I CIVIL ENGINEER O LANDING AT SWITCHBACK cV - Anchor Engineering of Florida SEE 7/A-303 FOR DETAILS = p 4000-11 St.Johns Avenue Famil Jacksonville, Florida 32205 HANDRAIL AT 4" I � \ 3'-��� 2'-2" ReOm � STEPS (T1'P.) 1 FFE 22.5' PROVIDE FRAME INFILL AT ROUGH cry 4'-1 I OPENING FOR FUTURE ELEVATOR DOOR CLEAR FFE 22.83' 3R @ lG" 1 10 I 4" ° LANDSCAPE Ben Dinkins Landsca a Design - -N DN Entry GO - - - Entry_ = � m p g 4'-0" Porch 1 Hall — — — �-- — DN — — — I I — — _ _ 2245 St.Johns Avenue — — — — — — — — — - 4T @ 1 2" - —i 1.0.0 — — — -�� — — — — — — — AD1— — Jacksonville, Florida 32204 A-301 -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 02 5R@G" 1 \�� - - - - - - - - - - - - - - - A 01 N ; Seal 0 I FFE 2 C O � - - J - 0 25 O FRIDGE I 28 N A-202 1 15/ PROVIDE 34" POCKET 5'-8" 4'-I" 3'-73/8" 1211 CMU "CHEEK" 2'-07/g" I FRAME FOR FUTURE DOOR Bath - I Slope slab and floor finish 3" O c VERIFY FRIDGE 1 WALI-5 AT PORCH 117 �2" �2 I I'-4" AND STEPS (TYP.) 1 I <6> 1 = I Den I N 1 118 � ,. I I I ❑ 08 -- I 03 - - - - - - - - - - - - - -m - - - - - - - - - - - - - - - ",o I 1 1 � � I ❑ `� N A-302 12 5/2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 03 �� I I 1 1 ow - A-302 W 38 _ m 1 5'-511 G-2/ _ 13'-93/8" 12-0 I Oy2„ V - 26 O � � 05 1 — FIN. FIN. I c0 Q� I? � 'O A-303 I = I II I 23$5/8 -I L 73/411 —10 • Kitchen o- Shower ►G-I 112 �1�� Q S 02 115 = uc 3/8 FFE 21.00' d7 W �j ct WINE I = o Covered � rz (V 1 -1211ay m - _ I Porch I CMU "CHEEK" \ m I 1 003 I WALLS AT PORCH _ 111 > V \ 1 AND STEPS (TYP.) s Screened m y _ _ - - - - - - -- - -1 - - - 03 - -- 1 Perch - FFE 22.75 - - 1 - - - - - 1 I 1 � A-302 - - - - - - - - - - - _ N i I d 000c 114 1C - - - - - - - - °o - - - - - - - - - - - - - - - - - - - - A-302 rl—� Q I agar d�a`r o4 Br akfast 1 DN — �0 e ', 100°� l CL 0 113 FLOOR DRAIN 5to UNDER 6ENCh1 / 3 3@ 1'4" O 4R @ 5.5" 1 ` ) DOWNSPOUT 1 - -- _ � - � ISSUE / 1 I no .date description - - o 1 10/18/12 PRELIMINARY DESIGN I 1 2 4/18/13 DEP SUBMITTAL - - - - - - - - - - - - - - - - - - - - - '� 3 5/28/13 FINAL PRICING DN I °� i 017 - - - - - - - - - - - - - - - - N m - 4 7/24/13 PERMIT SET I 1 FFE 20.75' FFE 215' 12'-J 034" 5'-9%2" 5'-9%2" 1 2'-103/4" L -------------------------------- -- ----------- ------------ ------------------- -- -- -----------------= REVISIONS " - - - - - - - - - - -- - - 3-G115" no .date rolro � CMU CHEEK" description 3T @ 1 4" WALL AT PORCH 07 1 ,-35/„ - A-303 AND STEPS A-303 8 I '-35/8" 1'-35/" 08 _ 4R @ 5.25° A-202 A-303 8 2 1'-9" Oil e 2 3'-03/4" 14'-35/8" 105/8' " Scale: As indicated 4-8 7-0 4-8 I Project No.: 1208 1 7'-4/8" Drawn by: GT Checked by: RGS Sheet Title ; Heated & Cooled = 2581 F i rst Screened Porch = 267 Floor PIan Plan Porches = 1057 $ First FIoor I- I ar� Gara e = 348 1 _ g SCALE: I/4" - I '-O" 0 2' 4' 8' Sheet Number A- 1 01 of CONSTRUCTION DOCUMENTS 1 72'-1" 12'-0%411 T-1 13/4„ 1 O'-6314' 19'-6/z° 15 7-J 0314" 1 2'-5%z" L1,-I I " 8'-C-✓2" 3'-3" G'-0" 2'-93/4" 9'-4y2" 3'-67/81, ' rO5 08 A-303 I1 A-201 A-30 I 4, A-303 �07 -303 5%2" 5%2" 5%z" I 5y2" RICHARD RICHARD SKINNER O I O 417 414 43 I 42 41G 4�5 1 &ASSOCI;ATES,ARCHITECTS 1; 1;1;;111II,I.;11 1 'il '' 111111 1;111; _ I j - - I 1.1.. 1 { ,- ,111 11-:I 1 1 1 1 1 111.1.1111 11 11. - 1 1 I 1 III I '11 11 1 11 1 1 1 1 � , ^. 1 11 il!1 11 1 I'I II I !..11 1 1 1 1 1 1 � 1 I 11 -' ':.. 1 I 1 I 1 1 III I I 1 -- i 1 I!I 1 I I' 1111111. 11.1111 1111 1!11,1,,.,1 I 1'hi1 ''1 .111 I.1'11 illill , 1� I JII�11Ihl.� I,I 111.1 I�t 111 1I! - 1:11 11'u1-.111111 111'1 u:11 1',III 11111 �' I 1 2.4-15 J1 t-�.YA�{�Q /..d.-�._'Ile FL 322Y4 �n9 'r, , 904.387.6710 wwm ai hhemimm I - LL Licem*AA26001539 DRYEK WASHER Q o Stair 1 m Q 201 Consultants Beams above LaundryI I 14 I 225 INTERIORS _ N_ Closet Master I ! 1 KMH Design I ELEVATOR SHAFT O � I 63 � 60 I 1510 3rd Street North WALL BELOW I m - _ — — 11 p 211 O Bath I aster I ! i Jacksonville Beach, Florida 32250 1 I , 01 —1 — — — — — — — —I — — — — — — — — —I — — —_N I — — ��- — — — iv — -- — — — I — — I — — — — 208 LO 61 — — — — B Broom — — — — — — _ 1 01 STRUCTURAL 5/z" 207 = I I I A-301 Lou Pontigo Osceola Avees, Inc — �— —— — — — — WC _ ! Covered , 1 I I " I/ BalconyJacksonville Beach, FL 32250 I - - 1O I/4 21 8'-I" -}- �N Io'-1" 15'-1,211 1 ROOF I I I I m Linen m I 230 _� ELECTRICAL BELOW - m 42 22E� — — I 1 " I Wiz" — — + m Haddad Engineering Inc. Future I — — — — — — — Closet 11 I m 2955 Hartley Rd, Sutie 205 _ - — — — I -_ __ / 209 I p j N Jacksonville, Florida _ �- - SLOT DRAIN Ele ator N in DUCT — II _ I I CIVIL ENGINEER - - - - - - - - - _ 224 —' CI1145E UC I I m I N I � (— 1;11,,1! Ii1,;I Ii II'1lllt' 111 1 II 43 "PONY'' WALL WITH- — Anchor Engineering of Florida - -F RJ DGE 4000-11 St.Johns Avenue — — -- — — WOOD CAP Jacksonville, Florida 32205 Sitting IO 5Yz„ 5Y" 3'-9%z" t 223 _ — — — — — 1 LANDSCAPE 2 — r--, TrP. ? SKYLIGHT I — — — — — - - — Ben Dinkins Landscape Design m I 21-13/811 9'-O%4" 4'-2V8" 3'- 4" 5%" 1 J ABOVE I i 2245 St.Johns Avenue Jacksonville, Florida 32204 N — — �, — — — 57 — — — — _ — — — — — — — — — — — — — Closet z1 O II— O Hall I 202 N 58 205 59 A-301 Seal H FL 11 III --III 1 i 1.11 I -- '.,. � ' — _ I I III - 111 ""11;111 II 1 ` y =� DUCT r%3 Pla - CH 1,515 - - - - - - - - - -- = N - � o A-202 — 203 t\ m Closet Closet ! I - _ Ln r I =N _ 215 215a I ca - Bath #4 _. --- -_ . �' G� Bedroom #4 222 BooKSHELVEs 2 220 - I O/ \ �O _ I - I _ 1 1 1 1 A-201 G'-9%811J 5'-O/8" = I GI 4'11 I 5s \ I I r N I I I Hall I Bedroom #2 ! + - 214 m 212 9 ! I o FL— — -- — — — — — — — — — 0351 Closet 555yzA-302 I, I IIo 3 1792/812'-105/8115'-93/4" -- Hall 1 Bath #2 a Closet Bath'#3 X211 216 5'-1%z,l 50 31 111 91 711 213 15'-5%" 05 I 47 221 1 219 1 A-303 = I 48 Cn I I u1I I 11, ,,1. I 1,11; ,1j1 I I,1,1;''1 L - Ij1,II�III I 1,'nl 1111 1 ,1'1111,.1 it"'il I I I ilii lll�III 11111' i'1 I n 1i1 1 1 , 1 11 _ i I Ct� { O - ---- -- _ ------------- ------------ - - - -- -- - - 1 I I i 11 - - -- -- -- I 1 �- - - ' --- - 5-3 ----------------------- '---' ------- ---- -- - -- -- - '---- - - -- -- ' -- - 1 ' 1 I I I I 1 I I M I -- ---- _ _ FIN --- .--- -- __-_. _ - -- ' --___- ---___ _ __- � ' --- -- ——— ——— — -- —' —-- ------ 14"--'---' --— — — ---— -- — 3 " ' 03/411—' ——— --—'—'—'-- —'— — — ----'----'-- ——'— — — — — 1 7-1 --- ---- G O 1 1 i t1 m -- - ---- ----- 7'-13/41, - 3'ILn G f I _____ _____ ------ -------- II ;I _._.._..-------------------- - -- --- - I I I 1 I 1 1 1 ___ _____ _______ ___-_---------------------- ----------------------------- __ ___---- -- _._.._.._.._. _.._..-'--- -------- - ----'.._.._. _.._._._..-- ------- - -----_-_--. - ------ ------- _ __ ---- - --------- ------ - ,. Open I 04 - - -- - - _ - f --- - - -------------------- ----- ---------------------------- -_ - ---- — t 1� - --------_ ____ ------------- - - ----- -- -- --------- ------------------------------------------- i -�- - - _ { = - ---- - ------ - ___ -- - -_ __----- ---- ---_- Balcony - - m - -- --- - --------- --- --___ - ._----- ------ ---- 32 t m - -_ --- - .. - - - --- _ - - - - ---- - - - 31 m -- - --- ---- ----------- Open -- ---- -_...- - om #3 �- - 1 I Bed o I - - - --[ --- ------- __ 2-- - - ! m __ ----------------- - --------------------------- - - _._._.._.._.._.. ---------' -'---'-'- _._._ ' Balcony - -_-- - - - ---- _ I -- _- - . - - - � � 218 I 232 ------------------------------------- 1 -------- ------------ ------ _- - _ -.... ...__-. _----- ------__. ......-- - -------- - -------- - ------ ------ -- - --------- -------___.- -------- - -- ---------- -------------- -- - - -- - - -----' '-' ---- --I --- -- --- I , I -- -_-_ SSU ------ -- - --- _ - - --------------------------------- _- -_ ---- ----- _.._ __ _.._- -------- ------- ---_- - ------ - ----- -- - ---- _-_ _- ____-___ _ ____ - --------- _---__ _____-___ _-- ---------------------------_ -_____ ----- -____ - - ---- ------ ------- 1 ___ - _ - -- -- - --- --------------------------------------------- ---- - II - - - - ---- ._.... - --- - -- ---- --- -- -- - -- - - - - --- -. --- _ _.. I I 1 11 no ate description 1 10/18/12 PRELIMINARY DESIGN - -= - _ _ ---_____ ---- ---___ ,., - - ---- ---- ---- - -------- -------- -_-- ,1;1 _11 11;1 - _-_ ------------ - - -- - -- - --- --- - ---- - _..._. 11 I 1 111 II I-__ ,,1,11 ,1 .1.1.1. �x�����'%'-- _ ���� ���J,�J/ �/J-(�-\J�/Jy'_ _: �:��(J,J/._,��\hJJJJJJJ_���.�:t,`-�/)(\�j�p ,�j$��/�. �\��l .�J/�,\�Jy.�l�jj ��ylwJ ��jy/ ��(J// �,J/� 2 41813 .I.��,�IL. .,,,,, i 1� L!;!', ,' 1'.,��-. - - �� Y'Gj `iE]f�..-.._�_Yi. _.. _+_.._ _._.._E3�4,1�'lY_.._?�fY_.ct_Y�L-Y3:o_t?E> -:.=f_�]f �"ice c Y_4�d-Yj �::_f'L1_c. _c --r!_-YZ�=YjE]�.-_ 'f1�:.r,--)V- K __ - _ _ _ _ _ _ _ / / DEP SUBMITTAL -__..... ---_ I _--- - -------------- - _ -- --- --- --..___. 3 5/28/13 FINAL PRICING i --- -- ----------------------------------------------------- - 4 7/24/13 PERMIT SET _._- _ _- ---------------- _ — - - - -- f - _. -_._. ..--- -----------------------------------" .... -- -- ---------- -.------ — --- -------'--- _ - - ----------------- . .. _ ---------_. _I PREFORMED GUTTER IN PORCH SLAB PER STRUCTURAL DETAILS - Brise-soliel below DOWNSPOUT LOCATIONS PER REVISIONS - — - ELEVATIONS ' no . date description 06 /07 08 A-303 A-�32 A-303 A-303 3'-Oi/211 1 3'-/1/411 5'-GY411 21 011211 17'-�F5/811 8'- 8" 1 6'-1%Q" 61 /1/Qp 61_57/811 , 07/- 2- Scale: As indicated Project No.: 1208 Drawn by: GT Checked by: RGS Sheet Title Second Heated & Cooled = 2734LUU Floor PI an Covered Porch = 152 IL Second Floor Plan Open Porches = 1328 1 Sheet Number 0 2' 4' 8' A- 1 42 of CONSTRUCTION DOCUMENTS I lie G-25/8° 7 2'-4,V4"431-03/811 5 2/4 2'-G.. it IV 10 8 � _ 05 06 07 CAST STONE ? T>P. 08 A-303 A 303 A-201 A-303 CHIMNEY CAP A-303 I "A ' ; y o 1I o ell RICHARD SKINNER - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - &ASSOCIATES,ARCHITECTS - - - - - - - F - - - - - - - - - - - - - -- - - - I CHIMNEY I r — — — — — — — — — — — — — 2245 St Johns Avenue Jacksonville,FL 32204 1 — — — — — — 904.387.6710 www.rs-archft oxo II I II I I Lkmse#W6W1539 I I II I I I II SHEET METAL CRICKET ( Consultants INTERIORS I N I KMH Design 01 — — — —I — — — — — — — 1 I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — A-301 — — — — — — — — I— — 01 1510 3rd Street North I N 1 A-301 Jacksonville Beach, Florida 32250 1 STRUCTURAL 'S- CURB-MOUNTED"SKYFLEX"SKYLIGHTS WITI-i _ Lou Pontigo &Associates, Inc DUAL-LAYER DIFFUSERS AND LAMINATED H I I GLASS -COORDINATE LOCATIONS WITH t I = 420 Osceola Ave INSTALLER AND TRUSS PACKAGE VELUX FCM 224e WITH RIDGE Jacksonville Beach, FL 32250 I — — LAMINATED GLASS I f— — — M ELECTRICAL O N I I N Haddad Engineering Inc. — 2955 Hartley Rd, Sutie 205 - - - - - - � - I = I I I I Jacksonville, Florida �_ CIVIL ENGINEER — N -1 N I I L ,. °- Anchor Engineering of Florida 1 I qr = I 4000-11 St.Johns Avenue Jacksonville, Florida 32205 I' `I I I o - LANDSCAPE °- RIDGE I I v R I D G E PITCH 6: 1 2 PITCH G: 1 2 I - I I °? Ben Dinkins Landscape Design 2245 St.Johns Avenue —m — m — — — — — — — — — — — — — — — — — — — — — — — — — — — — ro — — — — — — — — — — — — ��— — — — — — — — — — — — —I I Jacksonville, Florida 32204 30'-9 I Y2 Seal �- - - - - TIMBER BEAMS ,, 3 �, I BELOW(TYP.) o A-202 `o — I I PITCH 6: 12 m . j' IMPORTANT y WATER HEATERS AND AIR A A-201 HANDLERS IN UNVENTED ATTIC 11 I I I II I { N II I II IZ%O3 — — — — — — — — — — — —I r — — — Q — — — -- — -- — — — — — — — — — — — — — — — -- — —I — — — — -- — — — — — — — — — —I — — — — — — — — — — — — — — — — A 302 II A-303 I I I i I I I � � •� - - - - -rO5 A, • — - - - - - - Q s _ o 11 I II o U 1 m m I I I I Ln "oMEq .�+ 04 — J — - - — — — — — --- — — — — - - - - I1 - - — — — — — — — — — — — — — — — — - — — — — — — — — — — — /04 In A-302 1 I I I 11 A-302 �I--r � I o I II I II I I _ 1 II II I PITCH G: 12 PITCH G: 12 1 1 1 ISSUE II I II I no . date description L - - - - - - - - - - - - - - - - - - - - - - -- 1 10/18/12 PRELIMINARY DESIGN I I I I — — — — — — — — — J 2 4/18/13 DEP SUBMITTAL 3 5/28/13 1 FINAL PRICING N. 4 7/24/13 PERMIT SET I L - - - - -- - - - - - - - 17'-4%" I 3-011 P-43/5 3101 3 E,/IS" G' S7/8If N L — — — — — — — — — — — — — — — — — — — — — REVISIONS NOTES- ROOF SYSTEM 06 G3'-0" �07 'Ate- 08 no . date description I — 1 Roof system consists of roof deck, self-adhering roofing membrane, fiberglass composite roof shingles or modified _ - - bitumen membrane per specifications, and all required flashings and accessories. 2. Shingles and membranes shall be secured in strict accordance with manufacturer's instructions and best industry A-202 practices to achieve compliance with Dade County hurricane codes. p Roof Plan 3. Submit samples of all roofing materials, including underlayments and flashings, to the architect for approval prior to _ commencement of roofing work. SCALE: 1/4" — 1'-O" 0 2' 4' 8' Scale: As indicates 4. Roof deck shall be 3/4" American Plywood Association (APA) approved roof decking. Roof deck shall be secured to Project No.: 1208 structure as indicated in Structural Engineering documents or with 2" stainless steel screws at 24" o.c. each way. Drawn by: GT 5. Roof underlayment shall be self-adhering roofing membrane installed in strict accordance with Manufacturer's Checked by: RGS instructions and best industry practices. I Sheet Title 6. All metal flashings, where required by Architectural details, roofing manufacturer's instructions, and best industry practices, shall be min. 16 oz. lead-coated copper. Roof Plan 7. All compatible accessories for roof shingles shall be used for a complete installation. Comply with Architectural details, Manufacturer's instructions, and best industry practices. 8. All chimneys shall have rain caps secured to chimney per Architectural details or manufacturer's instructions for Sheet Number maximum uplift resistance. A- 1 03 of CONSTRUCTION DOCUMENTS i I 4G'-4-/811 23'-811 lit G" 2'-G" 23'-8" 2'-G" 20'-25/811 2, G„ 3'-O" G'-I%8" I I'-53/411 G'_I%8° 51-73/411 171-07/811 00 010 Oil 675 11 1 11 A-203 1 /a 13 11 • � A-304 A-304 A-304 TYP. I A-304 1 13 6 A- 4 A-304Sint I ,1i 1 3/4- ,7, " n -�F+ — 1 u 8-2 + � OUTLET FOR RAIN I I /4 _5-8/4 _5-8/4 N I CHAIN BELOW I N 1 (EQ.) cEQ.) RICHARD SKINNE ---------- ---------------- IIII I I a,l I I1 IIII lil II II 111 1 & O TARCHITECTS - I -------- ---- --------- ------ "1 1!III ii1 I I 1 I ;I'iI;I; l a l ES , _- 2245 St Johns Avenue Jacksonville,FL 32204 m I I I I I Guest I Guest - I 904.387.6710 www.mQrchitKb.com I ed room - o License#AA26001539 132 - � I CORNER OF SCREEN TIMBER BEAMS I I I I BELOW(R'P.) PORCH AT MAIN HOUSE _ 10,-1 15/8" _ 10, 115/8" Consu(tants GUTTER FFE 23.79' 5%211 I I INTERIORS L 3"x 4" DOWNSPJUT BELOW = - I KMH Design 9 I = 1510 3rd Street North N I _ I I = Jacksonville Beach Florida 32250 - N I I I I , �° I i 76 I STRUCTURAL Lou Pontigo &Associates, Inc _ N I LO 420 Osceola Ave I I li � _N IL SP H BLOCK cv —1 �5 70 6 Jacksonville Beach, FL 32250 -------------- - - -----1 --------------- _ o - - --------------- ------------------- ----------- m - 0 82 N ELECTRICAL m � -- ___ � I RIDGE PITCH 6: 1 2 ITCH 6: 12 I I-- � � I =jll, ,,, , ,1, , I ,,, ,, i1 I IIII II , ,,I _ Haddad Engineering Inc. ' I —N ----, I + I i N NI.77 = Ii; II' 1 . rIIiI rr!I I,I O O g _ I I - 3-9 11) 2955 Hartley Rd, Sutie 205 Hall talr = N Jacksonville, Florida A-203 <D I - P I I p I I 4@ 1 1 .2511 131 Work \ I - z 1 m 35 HE 21. N I �e _I L s s1 I 5R @ 6.4 I 80 13 _= CIVIL ENGINEER GIN - EER I - Room -- _ I I om N 11 O I I I I O I Anchor Engineering of 30 SQUARE ATTIC - UP 130 g g Florida I I � >_- = I I I I DN I � 4000-11 St.Johns Avenue _ 10 I I P � U I I _N ACCESS I N CEILING __ -- — — -- — — - I - A-304 =_ — — — — — — — — — — -- — — — — — — — — 10 LANDSCAPE F- I _ I 1 p 10 _ _ — Jacksonville, Florida 32205 A-304 I � — I-- - 8 - I � -------J RIDGE I PITCH G: 1 2 I A-304 _= cv — — A-304 e I - - Ben Dinkins Landscape ndsca a De Q -. - — PO si n s3 Nr' wALL wITH p g I �\ I I m == I p1 51 11 _ _ — WOOD CAP 2245 St.Johns Avenue I - I - 2 -- I I I I I i I _ I / N — — Jacksonville, Florida 32204 INTERIOR STAIR: I I MPORTANT I U I ,S I i _= I Kitchenette I UC \ - - 12T @ 1011 WATER HEATER AND AIR �A I == 134 FRIDGE I - 1'-I%4" 3R @ 7.375" I = Seal I - I _ I Bath I II TREAD N051 NG5 _ I HANDLER IN UNVENTED ATTIC I I MIN. C"WIDTH AT WINDERS `� 136 11 I I = I 31'2 SLOT _ 3-2 3-2 SEE 12/A-304 FOR DETAILS m I I = RA E EA D IN CL AR CLEAR ----------------------- _.. ---------------------- I I1 ' '11iI �111.I'iii I11':u,.11i!!I 'n'I',II!I1 IhI IIhIII !I'1 'll'irllh IL_1.; ._------___— --__------___-- - �.. 1- 111111II ,. I .I I 1 .. ----- ----- ,, I1111�11.I� „� � III .III iI IIII 1'1 II 'I1 I --------------_-- I I, _, I. 1111 .1 III�III ..;� Iihl!.!I '. -I r I'II ,-. __---__--__-- - ' ..:r:1'I,III I1,., "I!I II ,11 !il i!ill I'illl I1 ! lli h h 1 .III. rl 1 .II!II In Illy II'I 1 III .II III i-1 I',II III Ir!,';nl fill 11'.IIIIII ''IIII II III I .Ili!( I I I II'il1'I'i I ! .i1'ili IIII -1,li li-------------- Oil! II ilii II1..1'I''I 65 66 _ 67 O I �° 11 12 �13 A-203 12 N 1 A-304 3 A-304 1 $ A-304 A-304 I A-304 I A-304 , A-203 4'-1 17/8" 5'_87/8" @1.23/811 23'-03/8" 23'-4/411 W /4 V Guest House - Roof ,3 SCALE: 1/4" 4G'-45/8" 8' W Heated & Cooled 898 Guest House Main Floor • — > 2 _ SCALE: 1/4" - P-0" Balton = 37 Cn Q 0 2' 4' 8' W S V NOTES- ROOF SYSTEM � U � �12 13 N m Roofs stem consists of roof deck self-adhering roofing membrane fiberglass Com A- A-304 A-304 m V 1. Y g g g posite roof shingles or modified A-203 � •�-+ bitumen membrane per specifications, and all required flashings and accessories. � 2. .Shingles and membranes shall be secured in strict accordance with manufacturer's instructions and best industry Ln CIE; practices to achieve compliance with Dade County hurricane codes. 24'-4" 8'-53/811 I I— I II � �— }� 13 1 1�4 .^r11 Q 3. Submit samples of all roofing materials, including underlayments and flashings, to the architect for approval prior to _ W li commencement of roofing work. I I CL '_'1'.'I I' II!r 11 1111 fill III it II I'IIII-,I t I��i illi i'!iili i,1 I(IIII ! 1 Ihl Ili 1''i i i!il i�I�II I II 11 Il�ill-_.'I 1_i'ili 1' II�h I'." I -I -I it II II Illi 1i I _-��ill rlr I Ili I, I r'll! I illi.IIII 111 �I!l''I! III,IIII,1 II.I I.,II,.I,I , 1!I,I!II 11!1111 M! - . 11 =- I 4, Roof deck shall be 3/4 American Plywood Association (APA) approved roof decking. Roof deck shall be secured to o - _ structure as indicated in Structural Engineering documents or with 2" stainless steel screws at 24" o.c. each way. C0 ISSUE 5. Roof underlayment shall be self-adhering roofing membrane installed in strict accordance with Manufacturer's - _ instructions an est industry practices. no .date description 6. All metal flashings, where required by Architectural details, roofing manufacturer's instructions, and best industry 1 10/18/12 PRELIMINARY DESIGN practices, shall be min. 16 oz. lead-coated copper. 2 4/18/13 DEP SUBMITTAL _ m 7. All compatible accessories for roof shingles shall be used for a complete installation. Comply with Architectural � � I I (V I 3 5/28/13 FINAL PRICING 1 15/811 I 4 7/24/13 PERMIT SET details, Manufacturer's instructions, and best industry practices. I -_ 8. Jl All chimne s shall have rain ca s secured to chimne s , _ Y p y per Architectural details or manufacturer s instructions for maximum uplift resistance. _---- - REVISIONS p 5 Garage I no . date description A-203 /7 70 001 S air N 11 Slope slab 2 I 71 I I = I I I I _ UP - 10 — — — — — — — — 10 A-304 = _ —1 A-304 Scale: As indicated FIFE 13.13' — — _ co I Project No.: 1208 Drawn by. GT Checked by: RGS I Sheet Title m _ J Guest House T:I Ili i 1 V',�I! ihi!! ,III I III ilii Ii I!' rlll i 1 i'i r ;'1 1. I 11r,,.,, ,, ,. ,,,. 1... - IJ ,li I I!1�_1 I I !I'I I 1 I I. ! 1 ISI 1! i I I' 1 I 1!I I'I Iii '1 I_,,_- 1'l'I li Ial'I' 1- 1 '.."', ill . h llllll 1 Ihl II III ' JII1 IrIi „ I --I II1r I.I I1 I rllll 11 II.I IIII I,. Ilmrr I .IIII q, .m ,, ___ -•i�r. ,h -1.1.1�1I1 I II, I L.. I:1'11 i , I Il-. I i n I.I 1 I I I.U'11�II u.- -h Ju uI 11.1 I I 1.lu' 11 I 'I' I I 11;11 111111 I � — I �� .,ILII I 1 11!1. I. I II! 1.1 I.. I 1 Li II,III I 1 lI it rl I II� I ,-ii I Il Ih,III,Ilr;ll 1 --:I I I•'ll1 - - 11 ' I-, __ 'I 1 I. 1 I I l 11 1 I I 1 'i�l � I I'I I-:-. I 1-.1 1111_ I _LILI.I I � I 11.,1-I- I I L 1;-I-.I II 1 ... ;, -I �.I..111111 I'll ,11 I, I ..,IIII III 11 Ili ..III 'IIh'I'I -LII LII'1' i'lll.I I I i I I rl�I''. I 1 n II I I , I I r 1-I I I1 II I I'_.1i'I ..�I.I.r.I I 11.1.,. ,I I I ..�I.I III Il I"1111111,1,I I,, i,,.,.,1_,,,I 11 1,.1,i.iI,1 i., L I' I!I,i'-IiI!I 1I I, !1, - i... I,1,1,1.,!1111''I�i''ll 111 !I I'lli 111(1 1 ,I'I!1I!11 , -.u' ;,;(,IIII III ..14'!1'1 !III. 111111. I 1111 „ 111 ,.,., 1 ,1 .1111( 1 1,II 1. ,I _,1 I ,I i.,l I -1 II 1'!1!1'1 1 1 lI'I 1 4 1 "''l i!III I-'1.11,1, I ,l.li_ Plans Closet -� _ W 003 I Sheet Number I 15/811 I 12 13 A-304 A-304 A-304 A— 1 �q. A-203 Heated & Cooled = 110 of 1 Guest House - Garage Floor Garage = 598 1 SCALE: 1/4 - P-011 0 2' 4' 8' CONSTRUCTION DOCUMENTS I CAST STONE ? TYP. CHIMNEY CAP ELEV. +54,13' ROOF -------------------------_-_.__ -------------------------- - ------ -----_--- -- - ---- - --- j// r _ ____ _______ __ -__ ___ ____ __-__-- - --- -- ------------------------ -- -_-_--- ___ ------------------------------ _-_ ___ --_ .____ ------------------------ _- ----__ _____ ___ -------------------------- ----------------------------- - - - -- ------------------ _ . ... --- -- ----------------- ------ --- ---- -_ - —_ _ - ___._. -- -- - ------ - --- - - - --- RICHARD SKINNER I? _ __ _____. __ ____-_ ______ _____ ____--- _-----_- --------_-_-___ ______ _. __ - -------- SHINGLE ROOF - SEE --- ----------- -- --- - -- - -- - --------------- &ASSOCIATES,ARCHITECTS -' ---- -______. --- ------- - ------- - ----. _____- --- -- -------- ----------__. ------ ----_- _____ --- --------------------- ----- - --_____- ------ ------ - __- O _______ __-_ ___ ________ ____ ___ ______.______- ______ -------- NOTES NOTES AT ROOF PLAN _ _ _____ _____ -------------------------------- ----------------------- _ _-- ------------------------------_. ___ -------------------------------- __ ------------------------ ---- ------------------------------ __ ___ -__ ------- - __-_ __ ___ ___ ____ _ - ___ - ------------------------ - --- - ---- --- -- -- ------ --- -------- ---------------- ------ - - --------------- ------- --------— — ---- —---- - -- -- -- - - - - ------ - -- - - ------- ---- -- — — 2 245 St Johns Avenue Jacksonville,FL 32204 ------- ----- -- - - ---------- --- --- --------- --- -- -- -- - ----- - --- --- --- ----- --- -- ------------ - - - ----- - ---- --- --- aom ,. 904 387 67I 0 www n an hilec�s -------------------------------- --- -----------------------I-------- ------ - - -- - -------------------------------- -- - ------------------------ _ _____ - - -- ----------------- ------------------------ _ __ --------------------------------- ___ -------------------------------- ----- Liaecne#AA26001539 ELEV. +43.83' ----------------------------------- -- - - - -- - ----------- -- - --- -- --- - --- - CEILING ------------------------------ --------- --- ----------------- -- -------- ----------- _._._.. - ------ --------------- - - -- - - ---- - -- - ------ - - _._--- --- ----------------- --- - ----- ---- - - onsu tants I NTERIORS KMH Design _STAINLESS STEEL CABLE ? TYP- 1510 3rd Street North RAILS WITH WOOD CAP 4• Jacksonville Beach, Florida 32250 EXTERIOR LIGHT FIXTURES STRUCTURAL O PER SCHEDULE Lou Pontigo &Associates, Inc dj 420 Osceola Ave EE FLAT ROOF WITH PAINTED Jacksonville Beach, FL 32250 PVC TRIM ELECTRICAL Haddad Engineering Inc. ELEV. +34.83' 2955 Hartley Rd, Sutie 205 SECOND FLOOR ELEV. +34.83' Jacksonville, Florida TOP OF SU13FLOOF Z�- SMOOTH 3-COAT -- _ - — tc1 SECOND FLOOR CIVIL ENGINEER FINISH DROP AT STUCCO FINISH (TYP.) 1 Anchor Engineering of Florida PORCHES (TYP.) ---- - - - -- _ __ ---- --_.. - --- --- --- - - - -- -- - - N 4000-11 St.Johns Avenue ELEV. +32.41' Jacksonville, Florida 32205 BOTTOM OF SIAB LANDSCAPE Ben Dinkins Landscape Design ? OVERHANG AT 2245 St.Johns Avenue O 4. FLAT ROOF Jacksonville, Florida 32204 N0 ILI] FIE FIE] Seal LLM HARDI 'AR ISAN' LAP SIDING WITH MITERED CORNERS ELEV. +22.83' - ` FIRST FLOOR ELEV. +22.83' FIRST FLOOR ELEV. +2 1 .33' <D GREAT ROOM FLOOR, tv ELEV. +20.33' R GARAGE FLOOR ELEV. +20.00' FINISHED GRADE d UTILITY COURT - WOOD FENCE * GATES WITH 51DING TO MATCH HOUSE W NORTH ELEVATION — MAIN HOUSE v 2 SCALE: J/4" = 11-011 0 2' 4' 8' N �0 ELEV. +54.13' (tf ROOF N m --------- V - -- Ln - - WOOD ? TYP. _ BRACKETS A43 -------------------- -_ _ ___ ■� ------------- n , - - W O --- -- ---- - ----- 4- � - -- -------------------------------------- _ .- _ -- - - - - - - - - ... .... GL - - _ SHINE ROGF - SEE _ _ _ -_ _ �� WOOD BEAMS (TYP.) ----------------------- NOTES AT ROOF PLAN - -- - -- - - -- - - -- SMOOTH 3-COAT STUCCO FINISH (TYP.) ISSUE --------------------------------------- ------ -_ __ __ - --------------------------- ------ — — — ELEV. +43.83' -_ no . date description CEILING -- --- --- -- ---- 1 10/18/12 PRELIMINARY DESIGN 2 4/18/13 DEP SUBMITTAL STEPPED BARGE RAFTERS T 3 5/28/13 FINAL PRICING PAINTED PVC TRIM MATCH RAFTER TAIL PROFILEE 4 7/24/13 PERMIT SET • Q ? STUCCO 67 A4•i REVEAL REVISIONS ` ELEV. +34.83' no .date description SECOND FLOOR FINISH DROP AT - POKCHES (TYP.) WOOD ? TYP. BRISE-SOLIEL A4• Scale: As indicated o iv Project No.: 1208 I Drawn by: GT SMOOTH 3-COAT STUCCO FINISH ON Checked by: RGS CMU POURED CONCRETE STRUCTURE Sheet Title ELEV. +22.83' I FIRST FLOOR - Exterior Elevations ELEV. +21 .33' GREAT ROOM FLOOR Sheet Number ELEV. +20.05 FINISHED GRADE I A-201 EAST ELEVATION — MAIN HOUSE of SCALE: 1/4" = 1 '-0" p j 2' 4' 8' CONSTRUCTION DOCUMENTS I i� I I ELEV. +54.131 ELEV. +54,131 L ROO F -------------------------------------- - ------------------------- -- KOOF ------------------------------- --------------------- --------------- ---------- ___ __-_ _.. ___ - ` may• . I --_ -_ _-___-___.— __.__ _ ______ _—.--__ ___ _ _._._.__.__--__-___- --___. _-.-_ - -.._. _. --_ -_._ _------- -_-.-.....--- -_. ____...__ ___._-._ ._-..._.- __---- --------.-..---...--- ..... _____-._ I _ --- ------- -- -- ----------------------------------- o •: __ ___ - --- - ------ -------------------------- --- RICHARD ----- ------------- -------------- ------ ----------------------------- --- E ARCHITECTS 1 --- ---- - --- -- - -- -----___ --- -----------_ ------ --------------------------------- --____ __ ------------- _-- ------_ ____-------- ---- -- ---- -- - --- -- -------- ----- ----- ------ --------- -------_ -___- --- -- --------------------------- ____-- -- -____ _-__ 2204 vemie ------. .__ ----____ - -------- -__ ----------- 2 ELEV. +43.83 -- _ 904 - --- -- y ----------- --- - - --—-—---- ---- - - ----- - CEILING ELEV. +43.83' CEILING _ --- , Gaense #M26001539 ----- -- ------ - --- - --- ---- ---- --., -- ----- -- 7. 71 www. i0actaaom F11 Consultants p INTERIORS ILI] C KMH Design 1510 3rd Street North Jacksonville Beach, Florida 32250 STRUCTURAL ELEV. +34.83' _ ____ ____ ------------------------------- __ __ Lou Pontigo&Associates, Inc TOP OF SUBFLOOR - - -- -- - - ELEV. +34.83' 420 Osceola Ave SECOND FLOOR _ SECOND FLOOR Jacksonville Beach, FL 32250 - - --- ---_.--- IL Haddad Engineering Inc.---- - -- - -- --- - FINISH DROP AT FINISH DROP AT PORCHES (TYP.) N - - -. _-- PORCHES (TYP,) 2955 Hartley Rd, Sutie 205 ELEV. +32.4 11 Jacksonville,CIVIL ENGINEER BOTTOM OF SLAB --------- -------- --------------------- -- - -- ----- - - - ---- Anchor Engineering of Florida I� —---------------------------------------------------------- = 4000-11 St.Johns Avenue _.__-_-_-_-___ _._._.___ ___.__._ Jacksonville, Florida 32205 N ----------------------------------------------------------- _ LANDSCAPE _ ______ ___ ---- ___ ___ __-- Ben Dinkins Landscape Design m 2245 St.johns Avenue Jacksonville, Florida 32204 ' ---- _-- -__- - - Cj l ELEV. +22.83' ELEV. +22.83' _ __ -- -- - FIRST FLOOR ----- - - - - -- jl - FIRST FLOOR Sea L—JL. I JL II II -1 II ELEV. +21 .33' _ LJL ELEV. +20.33' N r_� J FJLJ LJL GREAT ROOM FLOOR ` —_J L_— GARAGE FLOOR TRIM DETAILS ? ELEV. +20.05' CAST STONE ? TYP. -- - STEPS$COPINGS AT"TOWER" A4•� FINISHED GRADE POOL — �- SWMMING ? POOL A4. SOUTH ELEVATION - MAIN HOUSE 'T 5 CALF: 1/4" = 1 '-O" 0 2, 4, 8- U 'o t!7 Q s V ELEV- +54.131 - _- ELEV. +54.13' I , ROOF I ROOF m ------- -------------------------_...-....-.----------- -- --- _.._. _.._ _--._- I i Lh i m - - - - _ __-- ___ --- -- - --. - - - o ` --- - - - -- --- - --- -- -- - -------- __ _. -- -__ _-- ----_ ------- - - ------ - - - -- - -- --- ----------------------------- - ---- -- -------- - -------------------------------------- --- --- -------------------- - - ---- - -- ---- -- -------- -_ _ --- - - - <. __ - -- __ -__ ISSUE --- --- --- - ---- -- ------ -------____ ELEV. +43.83' -_- - - - - ELEV. +43.83' no .date description CEILING -- ------- ------ -- --- - - . . - -------------------------------------------------- ----- - ---- - - - - -------- -- --- ------ ------ ----- - ------- - --- CEILING 10/18/12 PRELIMINARY DESIGN 1 2 4/18/13 DEP SUBMITTAL --------------------- --- --- ---- � 3 5/28/13 FINAL PRICING L= 4 7/24/13 PERMIT SET C) - --- REVISIONS N ELEV. +34.83' no .date description _ TOP OF 5UBFLOOR ELEV. +34.83' i SECOND FLOOR SECOND FLOOR FINISH DROP A PORCHES F)I-.) ELEV. +32,41' BOTTOM OF SLAB Scale: As indicated Q Project No.: 1208 N Drawn by: GT WOOD FENCE ? TVP- 4 GATE -- HANDRAIL AT Checked by: RGS STEPS (IYP.) Sheet Title ELEV. +22.83' ELEV. +22.83' Exterior FIRST FLOOR -_ FIRST FLOOR Elevations ELEV. +20.33' N GARAGE FLOOR N Sheet Number - PORCHES s ? TVP. ELEV. +22.92' ? ELEV. +20.05' PLANTER WALL PER TOP OF COPING/CAST STONE BAND FINISHED GRADE EXTERIOR STEPS A43 SITEPLAN— --------------I---- (RUNS DEAD LEVEL ALL LOCATIONS) A-202 LI of WEST ELEVATION - MAIN HOUSE 3 SCALE: 1/4" = 1 '-O" 0 2' 4' 8' CONSTRUCTION DOCUMENTS 9 I - I f - f' r f� t i RICHARD SKINNER Ili &ASSOCIATES,ARCHITECTS ELEV. +38.96' ELEV. +38.96' 2245 St Johns Avenue Jadsonville,FL 32204 �1 ROOF ROOF 904.387.6710 www.mairhileaa.aom - - -- -------- License#AA26001539 � - ------------------------------------------------------ __ _ - - - --------------- O _ __.a_- Y - m ---------------------�a_ _ - -- O Consultants - ----- ----- - - ---------------- C ____ ___ ---------------------- - - - ------- ---------------------------------- -- ----------------- --------- - ------------------------ FIXTURE ? rrP. .: - _ ___ -- _...... _ --- - ------ __ -__ ___ -------- _-____ ----------------------------------- --.r- __ --- _ __ __ - � INTERIORS A4. _- _-- --------____ - ._ _. -- - BASE -- --- Design _-___ __ ------- - '' 1510 3rd Street North - -___ __ _ _____ _____ ...... .- ------------------------------ ------ ------ --------------------------------- --------------------------------- - --- ---------- -- -- --- -__ __. ---- ----------------- ---------------- -- - - - - - Jacksonville Beach, Florida 32250 ......__. .. - - --- --- -- -- - - --- - --- ---- --- -- - - ---- - - - - - - ---- - ELEV. +32.131 ELEV. +32.13 ELEV. +32.1 3' -__-- - -------- BEARING _-_- --______ _____- ___-- _ -- - --___- --_ - --------- --------------____ BEARING POINT BEARING POINT BEARING POINT STRUCTURAL Lou on Igo&Associates, Inc 420 Osceola Ave ? CAST STONE 5" BOX GUTTER Jacksonville Beach, FL 32250 -- A4.3 BAND WITH DOWNSPOUT—Z ELECTRICAL �t Haddad Engineering Inc. 1 2955 Hartley Rd, utie 205 OJacksonville, Florida Ll CIVIL ENGINEER ELEV. +23.79' Anchor Engineering of Florida ELEV. +23.79' TOP OF SUBFLOOK 4000-11 St.Johns Avenue - SMOOTH 3-COAT „ Jacksonville, Florida 32205 TOP OF SUBFLOOR STUCCO FINISH (TYP.) nlLi N FINISH DROP AT LANDSCAPE BALCONY Ben Dinkins Landscape Design 2245 St.Johns Avenue O ELEV. +21 .I 3' % ELEV. +21 .13' ELEV. +21 .13' FLOOR IN WORKROOM FLOOR IN WORK ROOM FLOOR IN WORK ROOM Jacksonville, Florida 32204 ELEV. +20.5' ELEV. +20.05' Q j ELEV. +20.05' FINISHED GRADE RETAINING WALLS PER FINISHED GRADE _ _ N I _ FINISHED GRADE Seal 517E PLAN 4� DETAILS z RETAINING WALLS PER I Q SITE PLAN DETAILS ELEV. + 13.1 3' OL ELEV. +1 3.1 3' GARAGE FLOOR GARAGE FLOOR ELEV. +1 2.5' ELEV. +1 2.5' APPROXI MATE APPROXI MATE CROWN AT STREET CROWN AT STREET WEST ELEVATION - GUEST HOUSE NORTH ELEVATION - GUEST HOUSE ^ � 5 SCALE: 1/4" = 1 '-0" 0 2' 4' 8. 6 SCALE: 114" = P-0" p 2' 4' 8' U •o cn Q 4� Q Iry U a a� m m ' •V L 4-J Q a) ELEV. +38.96' Ad ELEV. +38.9G' ROOF _______-- ROOF ------------------------ ----------------- ..------------------------------ ___ .... ISSUE ------------------------------------------------------------ 0 -..______-------- -- ----- - ------ - - --- -- ----- --- - - _ - O no .date description <n10/18/12 PRELIMINARY DESIGN ---- ----- - _ -------------- --- - - ----.__ 2 4/18/13 DEP SUBMITTAL - - .-- 3 5/28/13 FINAL PRICING ELEV. +32.13' - ` '-...,- _ ELEV. +32.1 3' _ ELEV. +32.13' -~ -------------------------------- --- --- ---- ---- ---- ----. _.___ ----------------------------- ELEV. +32.13' --- ___ _ _-______ __ __ ____ ___ ____ 4 7/24/13 PERMIT SET BEARING POINT -'' BEARING POINT BEARING POINT � - -� - BEARING POINT WOOD FENCE 4 GATE WITH r _H _U _H 51DING TO MATCH HOUSE I REVISIONS no .date description I ' II II ELEV. +23.79' _ �� ELEV. +23.79' TOP OF SUBFLOOK a j TOP OF SMOOTH 3-COAT - STUCCO FINISH (TYP.) o N i Q suBFLooR FINISH DROP AT <4 z w I Q +I = I ;tz w BALCONY ELEV. +21 .13' Q �� I t1 V cn N ELEV. +21 .1 3' v I O cV EI_EV. +2 1 .1 3' FLOOR IN LOOR \ I Q J Scale: As indicated FIN I I v ELEV. +2 I .13' WORK ROOM FLOOR IN WORK ROOM Project No.: 1208 WORK ROOM FLOOR IN ELEV. +20.05' j Q ELEV. +20.05' = Q WORK ROOM ELEV. +20.0' FINISHED GRADE Drawn by: GT FINISHED GRADE _ _ _ FINISHED GRADE Q Checked by: RGS SOUTH ELEVATION - GUEST HOUSE EAST ELEVATION - GUEST HOUSESheet Title Q Exterior v 5CALE: 114" = 11-011 SCALE: 1/4" = 1 '-O" 2' 4' $' 2' 4' 8' Elevations at ELEV. + 1 3.1 3' Guest House GARAGE FLOOR ELEV +1 2.5' . - Sheet Number APPROXI MATE x CROWN AT STREET A-203 of CONSTRUCTION DOCUMENTS I I 3-COAT STUCCO FINISH OVER REINFORCED CMU WALL - ELEV. +54.1 3' ROOF PAINTED WOOD CEILING 4- FLAT TRIM �.� OPEN WEB ROOF TRUSSES - REF. STRUCTURAL OPEN-CELL FOAM INSULATION PER SPECS xx_xk- xX k_k- -i_�-n7 -inn-n -Xnnnn..X. kXXXX XTom. A xxxc SAVE 3U2 CONDITION RICHARD SKINNER ATTIC UTILITY `4I &ASSOCIATES,ARCHITECTS PORCH CEILING 0 (UNVENTED) , 2245%Jo M Avenue Jad WWlle,FL 32204 +_L ELEV. +43.83' 'I 904.387.6710 www.MWdlleCbM= CEILING LicenseAA26001539 I -- _ MASTER -- ° COVERED BEDROOM j4z Consultants BALCONY AT EXTERIOR WALLS W/ ROLLER SHADES: MASTER MASTER r✓✓ l NNTRY INTERIORS I STAIR LAUNDRY KMH Design I/2 SHIM SPACE BATH CLOSET g TYP.SECOND FLOOR BALCONY: - 2X4 STUDS AT 1 G" O.C. W/ 1510 3rd Street North 5/4" IPE DECKING OVER WATERPROOFED SYSTEM - R-I 3 MIN. UNPAGED BATT INSULATION �--� Jacksonville Beach, Florida 32250 OF 2X4 SLEEPERS OVER SLOPED CONCRETE SLAB - 112" DRYWALL PER SPECS STRUCTURAL TYP. SECOND FLOOR FINISH: r� - FLAT ROOF OVER GARAGE AND ENTRY: Lou Pontigo&Associates, Inc I - 3/4" HARDWOOD li it - MULTI-PLY MEMBRANE ROOF PER SPECS 420 Osceola Ave - FELT INTERLAYER 4 r - PROTECTION BOARD ELEV. +34.83' FJacksonville Beach FL 32250 - 3/4" PLYWOOD SUBFLOOK L_1 - 1 .5" POLYISO INSULATION ' SECOND FLOOR -SLOPED CONCRETE SLAB ELEV. +34.83' ELECTRICAL ' 71r OPEN WEB FLOOR TRU55ES - - - - - - Haddad Engineering Inc. Q _ -WALL FLASHING WITH FRYSTXSTUCCO KEGLET ts� SECOND FLOORFINISH DROP AT REF. 5TKUCTURAL N N 2955 Hartley Rd, Sutie 205 PORCHES (TYP.)GUTTER SYSTEM CAS IN CONCRETE - DROP SOFFIT (TIP.) DROPELEV. +32.41' CIVIL ENGINEER BOTTOM OF SLAB Anchor Engineering of Florida PORCH SLAB- REF. STRUCTURAL _� CEILING PAINTED WOOD DINING I i_`�� MATCH PORCH EDGE$SOFFIT 4000-11 St.Johns Avenue Jacksonville, Florida 32205 STAIR s RAILS- �. PER NOTES ON 2/A-301 LANDSCAPE CEILING 4 FLAT TRIM SEE 7/A-303 - _ O _ UNDERFRAMED LIGHTING IN SOFFIT CABINET R -" CEILING IN GARAGE -DRYWALL ART NICHE- LI _ Ben Dinkins Landscape Design COVERED ROLLE RSHADES IN GREAT WOOD TOP RUNS IN MUD AT FINISHED MASONRY WALLS: 2245 St.Johns Avenue TRIM PER SPECS CLOSET CLOSET - I" RIGID INSULATION O Jacksonville, Florida 32204 PORCH ROOM ROOM WOOD GARAGE DOOR, TRACK, WOOD TOP TO ALIGN WITH - 1X4 FURRING STRIPS AT I G" O.C. I LAP 51 DING OVER 1 .5" ' TYP. FIRST FLOOR FINISH: $OPENER-SEE SPECS "MANTEL" PER ELEVATIONS - 1/2" DRYWALL PER SPECS NAI LERS AT I G"O.C. - 3/4" HARDWOOD Seal SLOPE PORCH FLOOR5 3" - FELT INTERLAYER ELEV. +22.83' (TYP. UNO) - 3/4" PLYWOOD GARAGE i ELEV. +22.83' FIRST FLOOR FLOOR FINISH AT GREAT ROOM PORCHES: CABINETRY - 3/4" P.T. SLEEPERS @ 24" i FIRST FLOOR 11 MUDSET STONE TILE SLOPE GARAGE FLOOR 2' ELEV. +21 ,33' - iD GREAT ROOM FLOOR f IMPORTANT!! GARAGE FLOOR ' dL ELEV. +20.05' ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN ` NATURE. VERIFY AND COORDINATE ALL FINISHED GRADE STRUCTURAL SYSTEMS AND COMPONENTS WITH REF. SITE PLAN FINAL STRUCTURAL ENGINEERING DOCUMENTS. R.EF. STRUCTURAL 10 Section 0 1 SCALE: 1/4" = 1 '-O" W 0 2' 4' 8' V w . _ cry Q V V Ln ATTIC r UTILITY IMPORTANT!! PORCH CEILING -TSG `�F_� Q ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN WOOD WITH I x3 FLAT TRIM �`1L/1 STEPPED BARGE RAFTER ASSEMBLY (UNVENTED) NATURE. VERIFY AND COORDINATE ALL STEPPED BARGE RAFTER ASSEMBLY TO ^ OPEN WEB ROOF TRUSSES - STRUCTURAL SYSTEMS AND COMPONENTS WITH STRUCTURAL RAFTERS OVER COVERED PORCH TO MATCH SAVE CONDITION (TYP.) REF.STRUCTURAL FINAL STRUCTURAL ENGINEERING DOCUMENTS. MATCH SAVE CONDITION r 1 11 1 1 1 — CONCRETE RAKE BEAM WITH STUCCO FINISH G" x 141, (ACTUAL) PT TIMBER BRACKETS G" x 14" (ACTUAL) PT TIMBER BRACKETS • ISSUE TYPICAL EXTERIOR HANDRAIL SYSTEM: - 2.5"SQ. STAINLESS STEEL TUBE POSTS SPACED PER no . date description CLOSET ❑ a ❑ ❑ ---------- --' ELEVATIONS - 4'-0" O.C. MAX I I 1 10/18/12 PRELIMINARY DESIGN -STANDOFF AT EACH POST ANCHORED THROUGH HANDRAIL SYSTEM OVER ENTRY: , 1 o STRUCTURE t WATERPROOFED 2 4/18/13 DEP SUBMITTAL TYPICAL EXTERIOR RAIL WITH SLEEVE SITTING ROD& o J MASTER COVERED - 2.5"x 1/4" FLAT BAR TOP RAIL WITH 1 .5" X 3.5" (ACTUAL) MOUNTS INTO FLAT ROOF SYSTEM, PLAY ROOM HALL HALL IPE WOOD TOP CAP SECURED WITH #10 x 1 .25"SCREWS 3 5/28113 FINAL PRICING WATERPROOFED PER MANUFACTURER'S ROOM SHELF r 1 BEDROOM BALCONY AT 1211 O.C., TYP, DETAILS AND BEST PRACTICES (NOT uu - JAKOB INOX 4MM CABLES AT 3.75"O.C. VERTICALLY 4 7/24/13 PERMIT SET SHOWN) - JAICOB 30869-OGOO-02 t 30850-0400-030 AT L� EACH CABLE END(TYP.) , SEE TYPICAL -_-- -------------------- - ALL METAL SHALL BE 3 1 G-L STAINLESS AND RECEIVE NOTES AT I/A-301 ----- ----- __--_ FACTORY PAINT FINISH AS SELECTED BY ARCHITECT _N REVISIONS .__.__--_-___ ELEV. +34.83' m no . date description L �, J _.....,..._a _�_r��-_ uI 4__.,.... �__�_-__--; PORCH EDGES: p TOP OF SUBFLOOR 2xG PT WOOD NAILER SECURED TO CONCRETE IQFh SECOND FLOOR �? O - - 5/4"x 10 1/4" PVC TRIM ZN - FLASHING MEMBRANE N •• - 1/2" PVC SPACERS AT 12" O.C. _ ELEV. +32.4 1' - 5/4"x 9" PVC TRIM BorroM of SLAB DINING ❑ E ❑ ❑ -------------- SEE TYPICAL N =- _���.� �.v�-- SOFFITS: MITERED CORNERS AT ENTRY NOTES AT I/A-301 _ - I xG T&G V-JOINT ON 2x4 NAILERS AT 24"O.C. LAP SIDING CFYP.) PORCH Scale: As indicated ENTRY GREAT -- COVERED PORCH CEILINGS: : :c = - 1xG T$G V-JOINT ON 2x4 NAILERS AT 24"O.C. �. ROOM � Project No.: 1208 O HANDRAIL A7 HALL F- PORCH - 3/4" x 4" (ACTUAL) FLAT WOOD TRIM Drawn by: GT CONT. WOOD ``"""`-- STEPS (TYP.) SLOPE PORCH DRYWALL ART NICHE Checked by: RGS FLOOR I" W/WOOD TOP TO "MANTEL" � CUSTOM LOUVER SEE TYPICAL STAIR A RAILS - MATCH MANTEL -----' PANEL-SEE SPECS ELEV. +22.83' CAST STONE NOTES AT I/A-30 I SEE 7/A-303 Sheet Title FIRS FLOOR CAP (TYP.) — r—•...--_� SEE TYPICAL -AllNOTES AT I/A-301 FINISH DROP AT - I O S KERN MAGNUM ~�� ����- PORCHES (TYP.) - r—� io % STucco CHEEK � 72" r======; Sections - WALLS (TYP.) ELEV. +20.33' .. ..r IMPORTANT!! r••L•^•T' f 1 _ '• �r .. ,- GARAGE FLOOR `• ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN }' NATURE. VERIFY AND COORDINATE ALL Sheet Number STRUCTURAL SYSTEMS AND COMPONENTS WITH • FINAL STRUCTURAL ENGINEERING DOCUMENTS. I � - A-301 Section of 02 SCALE: 1/4" = 11-011 0 2' 4' 8' CONSTRUCTION DOCUMENTS OPEN WEB ROOF TRUSSES Tl REF.STRUCTURAL i - - -rm. A EAVE A-3o2 CONDITION &ASSOCIAUES,ARCHITECTS 2245 St Johns Avenue Jacksonville,FL 32204 I 904.387.6710 www.rsarahitects.aom License iAA26001534 I - I ------' Consultants BEDROOM INTERIORS #3 KMH Design` 1510 3rd Street North Jacksonville Beach, Florida 32250 OPEN OPEN STRUCTURAL BALCONY Lou Pontigo &Associates, Inc SEE TYPICAL BALCONY NOTES AT SHEET 420 Osceola Ave Jacksonville Beach, FL 32250 A-301 ELECTRICAL Haddad Engineering Inc. r 2955 Hartley Rd, Sutie 205 ', Jacksonville, Florida CIVIL ENGINEER Anchor Engineering of Florida SCREEN PORC SEE TYPICAL I; li 4000-11 St.Johns Avenue FIXED WOOD FRAMES WITH MARVIN ST 111-VISIBILITY INSECT SCREEN IN STOPS NOTES AT SPIFFY A-30I Jacksonville, Florida 32205 LAN DSCAPE BREAKFAST Ben Dinkins St.Johns Avenue SCREENED Jacksonville Florida 32204 li I!,I CANTILEVERED WOOD BENCH j 11 I G"W x 4"H LAMINATED PORCH SAPELE COVERED III MAHOGANY SEC URED WITH PORCH EPDXY BOLTS Seal d 01 - - .. . - 3-0 AT MAIN HOUSE �j 2'-G" AT GUE5T HOU5E —_ FLOOR MFOKTANTI I DRAIN ALL STRUCTURE SHOWN 15 DIAGRAMMATIC IN NATURE. VERIFY AND COORDINATE ALL STRUCTURAL SYSTEMS AND COMPONENTS WITH 3/4" PLYWOOD EC KING HEEL HEIGHT FINAL STRUCTURAL ENGINEERING DOCUMENTS. I x6 TOG V-JOINT DECKING - TONGUES FACE UPWARD PLATE HEIGHT i Section 03 5CALE: 114" = 1 '-O" N. a) s o 5/4" FASCIA BOARDS (n Q 2x 1 2" PT RAFTER TAILS - V ELEV. +54.13' NOTCH FOR PROFILE AND L.f... U 4 L.f... Of SEAT CUT AT WALL PLATE � m OPEN WEB ROOF TRUSSES - EAVECONDITION REF. STRUCTURAL V— '� SCALE: 3/411 >Q I x_011 � Q m ,rpCONDITION CL O ISSUE I ELEV. +43,53' I DRYWALL no .date description CEILING SOFFIT 1 10/18/12 PRELIMINARY DESIGN 2 4/18/13 DEP SUBMITTAL r- 1 OPEN BATH BATH 3 5/28/13 FINAL PRICING #4 V _ - BEDROOM CLOSET #3 HALL CLOSET �I #,2 BEDROOM #2 BALCONY 4 7/24/13 PERMIT SET qL-1 ri r, VSEE TYPICAL SEE TYPICAL °, 4 SEE TYPICAL AT NOTES AT SHEET NOTES AT SHEET `� '' '` NOT A 30SHEET REVISIONS A-301 A-301 { I I L- 1 no .date description ELEV. +34.83' SECOND FLOOR — FINISH DROP AT IF 1% ----- ----- Lf! z 17— POKCHES (IYP.) ------------------------------------------------------------------------------------------ � , ti ----------------- - I N __. I �I I _.____ __ __- -__ __._ __ _ _ DEN L ° ° APPLIANCE GARAGE WITH CABINET GREAT COVERED Scale: As indicated - - - - - -- � ABOVE - MATCH DIMENSIONS OF ART ._. _ BATH KITCHEN NICHE ON OPPOSITE SIDE OF WALL ROOM PORCH Project No.: 1208 O -- -- ------------------------------------------------ GT f ____ ----------------------------------------------------- SEE TYPICAL Drawn by: n --------------- ------------------------------------------------------ NOTEs AT SHEET Checked by: RGS ____ ____. __ __-_ --.- --- ---- A-30 I Sheet Title 1 ------ ---- ---- ---- -- --- ---- ELEV. +22.83' ' FIR57 FLOOR I L Sections ------------- ELEV. +21 .33' - -- - GREAT ROOM FLOOR ____ ___ IMPORTANT!! ALL STRUCTURE SHOWN 15 DIAGRAMMATIC IN Sheet Number NATURE. VERIFY AND COORDINATE ALL ELEV. +20.00' FINISHED GRADE STRUCTURAL SYSTEMS AND COMPONENTS WITH FINAL STRUCTURAL ENGINEERING DOCUMENTS. I _M - A-302 of Section 04 5CALE: 114" = 1 '-0" 0 2 4 8 CONSTRUCTION DOCUMENTS STAINLESS STEEL ELEV. +54.13' MESH SPARK - -- ARRESTOR ROOF I -CAST STONE CHIMNEY CAP PARGE FLUE TO .: CHIMNEY CAP } 1 HI l TYP. ,� EAVE Iia-- � l \ M30 CONDITION OPEN WEB ROOF TRUSSES- •--r' REF. STRUCTURAL N J RICHARD SKINNER Imo_-- --`� -----.; &ASSOCIATES,ARCHITECTS !1! ELEV. +43.83' `i ! 2245 St Johns Avenue Jacksonville,FL 32204 CEILING i 904.387.6710 www.t archifacxs aom ----- I,iaense#►M26001539 ALL� BEDROOM �� MASTER MASTER "1 o OPEN #2 CLOSET BATH Consultants BALCONY INTERIORS L--J KMH Design ti_ r�Q 4 SOKERN DM 1510 3rd Street North CONDITIAON ? Tw SEE TYPICAL CHIMNEY FLUES Jacksonville Beach, Florida 32250 NOTES AT SHEET L] _ ELEV. +34.83' A-30I r + STRUCTURAL L 11 _ Lou Pontigo &Associates, Inc SECOND FLOOR AL 420 Osceola Ave OFFSET IN Jacksonville Beach, FL 32250 FINISH DROP ATw-_--- MASONRY ELECTRICAL PORCHES (TYP.) I - LINEAR AC DIFFUSERS THIS ROOM Haddad Engineering Inc. I -------------------------------------------- 2955 Hartley Rd,Sutie 205 --- � � Jacksonville, Florida SEE TYPICAL I 11 CIVIL ENGINEER °' REF. STRUCTURAL NOTES AT SHEET A-3o l I -- ---- _ Anchor Engineering of Florida O --------- A-301 GREAT I ,I 4000-11 St.Johns Avenue N ENTRY PORCH I; ROOM I - OVERFRAME AS I! WOOD TOP TO ALIGN WITH 1 REQUIRED FOR Jacksonville, Florida 32205 GARAGE PORCH - I "MANTEL" PER ELEVATIONS i FLUSH CONDITIONS LANDSCAPE Ben Dinkins Landscape Design r OFFSET FLUE 2245 St.Johns Avenue X I p 111 I BLOCKS Jacksonville, Florida 32204 II ELEV. +22.83' ELEV. +22.83' FIRST FLOOR FIRST FLOOR II 1 WOOD BARS -- ----- - ----_I ISOKERN Seal ELEV. +21 .33' h MAGNUM 7211 GREAT ROOM FLOOR CAST STONE CAP RECESS SLAB TO ALLOW INSTALLATION • .. .. _ — - FLUSH TO FLOOR ELEV. +20.00' STUCCO CHEEK WALL S _ IMPORTANT!! / FINISHED GRADE q ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN - POOL NATURE. VERIFY AND COORDINATE ALL IMPORTANT!! STRUCTURAL SYSTEMS AND COMPONENTS WITH �T ALL STRUCTURE SHOWN 15 DIAGRAMMATIC IN FINAL STRUCTURAL ENGINEERING DOCUMENTS. C � NATURE, VERIFY AND COORDINATE ALL STRUCTURAL SYSTEMS AND COMPONENTS WITH FINAL STRUCTURAL ENGINEERING DOCUMENTS. SECTION _ SECTION ^^ �� 05 5CALE: 114" = 1 '-O" 0 2' 4' 8' 08 5CALE: 1/4" = 1 '-O" W V � 0 2' 4' 8' 0 3 � — ELEV. +54.1 - ROOF ,. V cl Q OPEN WEB ROOF TRUSSES - REF. STRUCTURAL ,- OPEN WEB ROOF TRUSSES - =v 1^�.>'` ATTIC "i,�,.., V REF. STRUCTURAL m ry UTILITYLn O ry w (UNVENTED) j w 1 SAVE A Tom. 4 , I- ( I f- � TW. ,q SAVE - t 1 Q v Q U CONDITION a k Ln 2 CONDITION } w I u� w I r X.X X_X `�. . , �. i t /,/... %.j.11 / i`-,. a/ W .f�.. {3_1_ .i_t :;i_Y- �_X_�.:.x- _T.. 3/4" PLYWOOD DECK o[ x-x,x,x. .x.x,x. ..(..(..(. �(.x-x,x x. . I "� OVER ROOF TRUSSES T._;t • . .... � ;_ •_ ,__ �� � � I � 1 REF. STRUCTURAL xxxx x. w I I ELEV. +43.83' -- --- j CEILING j SEE TYPICAL I ------- ROD ? t SHELFISSUE 4 NOTES AT SHEET (NOT SHOWN) A-30 I FUTURE SITTING BEDROOM BEDROOM PLAY I MASTER no .date description - - -- ELEVATOR ROOM #4 4 #3 CLOSET ROOM I I CLOSET 1 10/18/12 PRELIMINARY DESIGN OPEN � rf 2 4!18/13 DEP SUBMITTAL ------- I BALCONY L--J it TEMPORARY FLOOR SEE TYPICAL SEE TYPICAL r' 3 5/28/13 FINAL PRICING - 2x8 FLOOR JOISTS +' 4 7/24/13 PERMIT SET NOTES AT SHEET NOTES AT SHEET FFI - 3/4" PLYWOOD A-301 A-301 ELEV. +34.83' 1L �I SECOND FLOOR o o REVISIONS cv FINISH DROP A7 iv no .date description PORCHES (TYPJ DRYWALL GARAGE o®®®®®o® SOFFIT DROP SCREEN PORCH - DINING CEILING TEMPORARYCEILING ;j FIXED WOOD FRAMES WITH MARVIN - - 2x6 JOISTS I HI-VISIBILITY INSECT SCREEN IN STOPS m - 5/8" DRYWALL O \ CONCEALED ACCESPANEL DEN SCREENED I � N ENTRY FUTURE ENTRY PORCH – BREAKFAST HALL ELEVATOR HALL I) ; KITCHEN 4 I Scale: As indicated CLOSET II ' ROD SHELF SEE TYPICAL CAN ILEVERE�WOOD JNLH (NOT SHOWN) NOTES AT SHEET LAMINATED SAPELE MAHOGANY TEMPORARY FLOOR it I 51-011Project No.: 1208 - 2x8 FLOOR JOISTS A-301 SECURED WITH EPDXY BOLTS I Drawn by: GT I I I ELEV. +22.8x' Checked by: RGS - 3/4" PLYWOOD I I ------- FIRST FLOOR ° ® Sheet Title 1 o_ j C 1 IMPORTANT!! N MAIN STAIR: Sections ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN IMPORTANT!! NATURE. VERIFY AND COORDINATE ALL ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN - I .5"THICK HARDWOOD TREADS -SELECTION PER INTERIOR DESIGN STRUCTURAL SYSTEMS AND COMPONENTS WITH ELEV. +20.00' NATURE. VERIFY AND COORDINATE ALL - 3/4" WOOD RISER, FINISHED TO MATCH TREADS, MITERED INTO SKIRT BOARD FINAL STRUCTURAL ENGINEERING DOCUMENTS. FINISHED GRADE STRUCTURAL SYSTEMS AND COMPONENTS WITH - 3/4" PLYWOOD OVER(4) 2xl 2 STRINGERS �IcFINAL STRUCTURAL ENGINEERING DOCUMENTS. - 1 .511 SQUARE HARDWOOD HANDRAIL AT WALL SIDE, 34" MAX. ABOVE NOSING BRISE-SOLIEL: - HANDRAIL BRACKETS EQUAL TO CR LAURENCIf HK2DWB5 -ALL WOOD SAPELE MAHOGANY OR BETTER Sheet Number I - 1 .51'x G" (ACTUAL) FRAME GUARDRAIL: - 5/4"x G" (ACTUAL) BLADES, 30 DEGREE ANGLE, 6.75"SPACING - 1 .2511 SQUARE STAINLESS STEEL POSTS WITH 2.25" SQUARE BASE PLATE - BLADES MORTISED INTO FRAME - 1 .25"X 1/4" FLAT BAR TOP RAIL WITH 1 .511 SQUARE HARDWOOD TOP CAP A-303-4" x 4" (ACTUAL) STRUTS AT 45 DEGREE ANGLE SECURED WITH #10 x 1 "SCREWS AT 1 2"O.C. -ALL COMPONENTS GLUED t DOWELED -JAKOB INOX 4MM CABLES @ 3.75" O.C. SECTION -ATTACHED TO MASONRY WITH EPDXY BOLTS SECTION -JAKOB 30869-OGOO-02 � 30850-0400-030 AT EACH CABLE END (TYP.) - BOLTS CONCEALED WITH MATCHING WOOD PLUGS of 06 7 - ALL METALS SHALL RECEIVE FACTORYAPPLIEDPAINT FINISH AS SELECTED 5CALE: 1/4" = I '-O" 0 2' 4' 8' 07 SCALE: 114" = 1'-O" 0 2' 4' 8' BY ARCHITECT CONSTRUCTION DOCUMENTS EELEV. +38.96' ELEV. +38.96' ROOF ROOF fi } � TYP. SAVE �•.-,, TYP. A SAVE — . x 2 CONDITION ` WAT K HEAT PER M3 2 CONDITION - ty ATTIC t" A�0 O .} y �,.. r —� SPECIFICATION51rjX...X.X.J �,X_l-( J-X77Y. iYY...{. �, {.{. .+. Aii. j r1; ATTIC SPECIFICATo s RICHARD SKINNER UTILITY i tx�t r{;r - STEPPED BARGE RAFTER ASSEMBLY UTI LITY &ASSOCIATES,ARCHITECTS I t._!✓✓ . (UNVENTED) I I 3/4" PLYWOOD �, r� / \ TO MATCH SAVE CONDITION (TIP,) C.i_7 ) :. (UNVENTED) �3/4 PLYWOOD -----_ --- --- L___- y. I 2245 St Johns Avenue Jaacsonville FL 32204 ELEV. +32.00' ELEV. +32.00' 904.387.6710 www.rswchitectscorn ELEV. +32.1 3' I I BEARING POINT BEARING POINT I I BEARING POINT i License#AA26001539 HALL CABINETS: ------J 6"x 14' (ACTUAL) PT TIMBER BRACKETS ' PER INTERIOR DESIGN LAP SIDING OVER 2x3 ConsultantsAND ALLOWANCES NAILERS AT I G" O.C. BATH GUEST WATERPROOFING OVER 8" KMH GUEST �1 INTERIORS HALL BEDROOM CMU AND NAILER5 LIVING HALL (TYP.) Q I 1510 3rd Street t North I J � U CAST STONE BAND `�\ WORK — Jacksonville Beach, Florida 32250 STAI R +--SMOOTH STUCCO FINISH ELEV. +23.79' ROOM STRUCTURAL OVER 1 2"CMU (Tl P.) TOP OF SUBFLOOR Lou Pontigo &Associates, Inc STAIK 4 RAI L5 -SEE a Ave ELEV. +23.79' z x ,. z, x _ x z. z, x z, z : z. ; /,.; NOTES AT12/A-304 Jacksonville Beach, FL 32250 TOP Or �. _ -J,. ..- °--J... . ..° J.. _ l. .J._;_ -_.�.. .J_• ... _. _. ., ' x i '' , (..`_z,. --Y r" .A_ �.. iti Y A ° a ' a ,.��.ti:`.."�;�'. 1� .` FLOOR SYSTEM: FINISII DROP AT �- 5UB LOOK ,._,._. _. .. — c - -3/4" PLYWOOD SUBFLOOR � �_ � ELEV. +2 1 .00' ELECTRICAL -N BALCONY -d�j - I-JOISTS PER STRUCTURAL N '_ l 1 -3/4" LEVELING STRIPS ELEV. +21 .13' �X L______� TOP OF SLAB Hada Engineering Inc. 2955 Hartley Rd,Sutie 205 - 5/8" PAPERLESS DRYWALL FLOOR IN WORK ROOM Jacksonville, Florida I --- - --- ------ - - - ELEV. +20.05' WOOD GARAGE DOOR, TRACK, _ ELEV. +20.05' CIVIL ENGINEER __ ___ -------------------- ___ _ ___ - ----------------------- __ -_._ FINISHED GRADE i 4 OPENER-SEE SPECS - ELEV. +20.05' --- __ -- =N I -- -- Engineering�_ m FINISHED GRADE Anchor En ineerin of Florida -� 4000-11 St.Johns Avenue FINISHEDGRADE \ --------------------- -------------------- __.__- ---____-___ -------------------- _ -------- _____ ____ _---- ----_____ _____ ___ -' I - ----- nj ELEV. +I Of Jacksonville, 32205 - – GARAGE m --------------- GARAGE --------- ---- - ---- -�---- .• � i - • FloridaF ' _ ------- O I GRADE BEAM LANDSCAPE ELEV. +l 6.6' --- BOTTOM OF REF.STRUCTURAL PYP.) I = ----- --------- _.- ----- ------ I Ben Dinkins Landscape Design BOTTOM OF - - - - - --- - --- -- - -- c9 I ------- CLOSET GRADE BEAM --------------------- _ _ __ ----------------------- -------------------- ------- IMPORTANT!! 2245 St.Johns Avenue -- - - - - ALL STRUCTURE SHOWN IS DIAGRAMMATIC IN m ELEV. +1 3.1 3' Jacksonville, Florida 32204 . -- -- I ELEV. + 3.13' - --------------------- ___ _____ __ __ _-----__. m cv I _______ NATURE. VERIFY AND COORDINATE ALL TOP OF SLAB -------------------- _____ ________ ---------------------- _ ___-- _.__--- TOP OF SLAB ELEV. +1 3.1 3' AT GARAGE STRUCTURAL SYSTEMS AND COMPONENTS WITH AT STAIR . GARAGE FLOOR FINAL STRUCTURAL ENGINEERING DOCUMENTS. Seal ELEV. +I 2.96' ELEV. +12.5' LOW POINT AT IMPORTANT!! GARAGE SLAB ALL STRUCTURE SHOWN 15 DIAGRAMMATIC IN APPROXIMATE NATURE, VERIFY AND COORDINATE ALL CROWN AT STREET STRUCTURAL SYSTEMS AND COMPONENTS WITH FINAL STRUCTURAL ENGINEERING DOCUMENTS. _Z C SECTION a� SECTION 10 _ 11 SCALE: 1/4" = I'—O" 0 2 q 8 SCALE: I/4" 1 '-O" 0 2' 4' 8' V (3) -0 0 N — I . � > d� Q Q� s V V ccs Q� m m V d Lh ELEV. +38.96' ELEV. +38.96' r ROOF ROO F+38.96' 4—d ELEV. W TYP. A EAVE TYP. A EAVECONDITION A- CONDITION _ j ( t., ,r- ISSUE no .date description ELEV. +32.13, ELEV. +32.13' I - I, �I BEARING POINT I _ 1 10/18/12 PRELIMINARY DESIGN BEARING POINT \ ! 2 4/18/13 DEP SUBMITTAL `----- j 3 5/28/13 FINAL PRICING WORKROOM CABINETS: STAT R 4 7/24/13 PERMIT SET - t - PER INTERIOR DESIGN AND ALLOWANCES cq WOOD FENCE WORK PER 2/A-002 REVISIONS ROOM no .date description ELEV. +23.79' TOP OF SUBFLOOK ELEV. +21 .00' TOP OF SLAB ch ELEV. +20.05' IMPORTANT!! ELEV. +20.05' FINISHED GRADE O ALL STRUCTURE SHOWN 15 DIAGRAMMATIC IN FINISHED GRADE m Scale: As indicated NATURE. VERIFY AND COORDINATE ALL STRUCTURAL SYSTEMS AND COMPONENTS WITH STAIR: Project No.: 1208 - 1 .25-1 HARDWOOD TREADS PER INTERIOR DESIGN FINAL STRUCTURAL ENGINEERING DOCUMENTS. ELEV. +1 G.6' ------- CLOSET - 3/4"WOOD RISER PER INTERIOR DESIGN Drawn by: GT BOTTOM OF IF -T - 3/4" PLYWOOD OVER(4) 2x 1 2 5TRINGIf K5 GRADE BEAM -7 -GUARDRAIL WITH I x WOOD CAP, PAINTED Checked by: RGS -T - 1 .5"SQUARE HARDWOOD HANDRAIL INTERIOR SIDE ELEV. +1 3.1 3' - BRACKETS EQUAL TO CR LAURENCE HR2DWB5 Sheet Title TOP OF SLAB AT STAT R IMPORTANT!! Guest House ALL STRUCTURE 51­1OWN 15 DIAGRAMMATIC IN NATURE. VERIFY AND COORDINATE ALL Sections STRUCTURAL SYSTEMS AND COMPONENTS WITH FINAL STRUCTURAL ENGINEERING DOCUMENTS, Sheet Number A-304 SECTION °f SECTION 12 5CALE: 1/4" = 1'-O" 0 2' 4' 8' 13 5CALE: 114" — I -O o r 4 8' CONSTRUCTION DOCUMENTS HARDWARE SCHEDULE WINDOW SCHEDULE DOOR SCHEDULE FIRST FLOOR FIRST FLOOR SET# DESCRIPTION HARDWAREWINDOW LEAF SIZE HARDWARE DETAILS REMARKS DOOR LEAF SIZE HARDWARE DETAILS REMARKS 1 ENTRY DOORS - PER MANUFACTURER'S 6TANDARD FOR LOCAL CODE COMPLIANCE NUMBER STYLE W H SET NO. HEAD JAMB SILL SeREEN SHADE NUMBER STYLE W H T SET NO. HEAD JAMB SILL SHADE -STYLE AND COLOR PER OWNER'S SELECTIONS - INTERCONNECTED LOCKET OI 3'-1" G'-O" - - - - Y Y DOUBLE HUNG 01 G'-O" 8'-G" 2-1/2" - - - - FRENCH PAIR- KH ACTIVE - FULL WEATHERSTRIPPING 02 3'-1" G'-0" - - - - Y Y DOUBLE HUNG 02 2'-8" 8'-0" 2-1/211 - - - - OUTSWING FRENCH 1 - - BRONZE THRESHOLDSfT PER DETAILS 03 10'-G" G'-0" - - - - SCREEN ENCLOSURE 03 2'-8" 8'-0" 2-1/2" - - - - OUTSWING FRENCH l � . - MUTES 04 1 1'-1 O" 8'-G" - - - - SCREEN ENCLOSURE 04 8'-0" 8'-G" 2-112" - - - - SLIDE/FOLD UNIT 05 31-11, 7'-0" - - - - Y TILT-TURN 05 3'-0" 8'-G" 2-112" - - - - SCREEN DOOR TO MATCH 2 EXTERIOR DOORS - PER MANUFACTURER'S STANDARD FOR LOCAL CODE COMPLIANCE OG 5'-1" 7'-0" - - - - FIXED CASEMENT OG 8'-0" 8'-G" 2-112" - - - - SLIDE/FOLD UNIT ,. -STYLE AND COLOR PER OWNER'S SELECTIONS 07 3'-1" 7'-0" - - - - Y TILT-TURN 07 101-0' 10'-0" 2-112" - - - - Y SLIDING DOORS I � - FULL WEATHERSTRIPPING 08 2'-2" 2'-2" - - - - Y FIXED CASEMENT 08 1 O'-G 10'-01' 2-1/2" - - - - Y FIXED PAIR - BRONZE THRESHOLD SET PER DETAILS 09 2'-2" 2'_2" _ _ _ _ FIXED CASEMENT 09 - - - - - - - NOT USED - MUTES 10 2'-2" 2'-2" - - - - Y FIXED CASEMENT 10 1 G'-O" I O'-O" 2-112" - - - - Y FRENCH PAIR- LH ACTIVE RIC HARD S KI N N E R I 1 2'-7" 5'-G" - - - - Y DOUBLE HUNG 11 10'-01 10'-0" 2-1/2" - - - - Y FIXED PAIR &ASSOCIATES,ARCHITECTS 3 INTERIOR DOORS - 3 BUTT HINGES EACH LEAF; 4 FOR DOORS 8'-O" OR TALLER 12 2'-7" 5'-G" - - - - Y DOUBLE HUNG 12 - - - - - - - NOI USED - KEY LOCK, PRIVACY LATCH, PASSAGE LATCH, OR DUMMY KNOB AT ACTIVE LEAF, 13 - - - - - - NOT USED 13 3'-0" 8'-0" 1-3/411 - - - - 20 MINUTE RATING PER LOCATION 4i FUNCTION 14 2'-2" 2'-2" - - - - Y FIXED CASEMENT 14 3'-O" 8'-0" 1-3/411 - - - - - 2245 St Johns Avenm Jadcsonville,F1.32204 - MORTISED HEAD 4 FOOT BOLTS AT PA551VE LEAF - FLOOR, BASE, HINGE, OR FRAME STOP AT HIGH-USE DOORS 15 2'-2" 2'-2" - - - - Y FIXED CASEMENT 15 3'-0" 8'-0" 1-3/4" - - - - FLUSH FIBERGLASS ENTRY 904.387.6710 www.m chit Mx= - FULL WEATHERSTRIPPING AT DOORS TO UNCONDITIONED SPACE IG 9'-O" 8'-0" 1 MFR - - - - GARAGE DOOR LiaeoseAA26001539 SECOND FLOOR 17 - - - - - - - NOT USED 4 BI-FOLD PAIRS - 3 BUTT HINGES EACH LEAF; 4 FOR DOORS 8'-0" OR TALLER WINDOW LEAF SIZE HARDWARE DETAILS REMARKS 20 2'-8" 8'-0" 1-3/4" - - - - CUSTOM LOUVERED - DUMMY KNOB TO MATCH TYP. HARDWARE AT EACH LEAF CONNECTED TO JAMB NUMBER STYLE W H SET NO. HEAD JAMB SILL SCREEN SHADE 21 2'-1 0" 8'-0" 1-3/411 - HEAVY DUTY HEAD TRACK HARDWARE WITH END �CENTER STOPS 22 2'-1 0" 8'-0" 1-3/4" - - - - - Consultants 20 3'-1" 7'-4" - - - - Y CASEMENT 21 3'-1" 4--10" - - - - Y Y CASEMENT 23 3'-0" 8'-0" 1-3/4" - - - - - INTERIORS 5 POCKET DOORS - HEAVY DUTY HEAD TRACK HARDWARE WITH ADJUSTABLE STOPS 22 3'-1" 4'-I O" - - - - Y Y CASEMENT 24 G'-O" 8'-0" 1-3/4" - - - - DOUBLE POCKET KMH Design - MORTISED PRIVACY LATCH AT ACTIVE LEAF23 3'-I" 4--10" - Y Y CASEMENT 25 2'-8" 8'-0" 1-3/4" - - - - - 1510 3rd Street North - - - - KEEPER IN JAMB AT SINGLE DOORS; IN PASSIVE LEAF AT PAIRS2G 2'-8" 8'-0" 3/8" - - - - SHOWER GLASS DOOR 24 3'-1" 4--10" - - - - Y FIXED CASEMENT Jacksonville Beach, Florida 32250 - MORTISED FOOT BOLT IN PASSIVE LEAF AT PAIRS 27 2-I O" 8-O' - - - - - CASED OPENING 25 3'-1" 4'-10" - - - - Y Y CASEMENT _ 28 2'-1 O" 8'-O" CASED OPENING HARDWARE GENERAL NOTES 2G 2'-2" 2'-2" - - - - FIXED CASEMENT - - - - - STRUCTURAL 27 3'-1" 4'-1 0" - - - - Y CASEMENT 29 2'-8" ±G'-O" 2-112" - - - - ACCE55 PANEL-COORDINATE W1 STAIRS Lou Pontigo &Associates, Inc NOTE # DESCRIPTION 28 3'-1" 4'-1 O" - - - - Y FIXED CASEMENT 420 Osceola Ave 29 5'-1" 4'-1 0" - - - - Y FIXED CASEMENT SECOND FLOOR Jacksonville Beach, FL 32250 I THE ARCHITECT'S HARDWARE SCHEDULE 15 MEANT AS A PERFORMANCE-BASED GUIDELINE FOR PRODUCT 30 31-111 4'-1 0" - - - - Y FIXED CASEMENT DOOR SIZE (W/O FRAME) HARDWARE DETAILS REMARKS SELECTION AND DESIRED DOOR OPERATION. THE CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION AND NUMBER STYLE w H T SET NO, HEAD JAMB SILL SHADE ELECTRICAL PROPER OPERATION OF DOORS AND HARDWARE. CONTRACTOR SHALL VERIFY CONDITIONS AT EACH DOOR 3 I 3'-1" 41-10" - - - - Y Y CASEMENT 32 3'-I" 4'-10" - - - - Y FIXED CASEMENT 31 3'-O" 7'-2" 2-1/2" - - - Y OUTSWING FRENCH Haddad Engineering Inc. AND NOTIFY ARCHITECT IMMEDIATELY FOR CONFLICT RESOLUTION. 2955 Hartle Rd Sutie 205 33 3'-I" 4'-10" - - - - Y Y CASEMENT 32 3'-0" 7-2" 2-1121- - - - - Y OUTSWING FRENCH y 34 2'-2" 2'-2" - - - - TILT-TURN 33 3'-O" 8'-2" 2-I/2" - - - - Y OUTSWING FRENCH Jacksonville, Florida 2 ALL HARDWARE SHALL COMPLY WITH APPLICABLE CODES FOR THE GIVEN DOOR OR WINDOW APPLICATION. 35 3'-1" 4'-10" - - - - Y Y CASEMENT 34 3'-0" 8'-2" 2-I/2" - - - - Y OUTSWING FRENCH CIVIL ENGINEER 3SUBMIT SUPPLIER'S SPECIFIC HARDWARE SCHEDULE AND PRODUCT SPECIFICATIONS FOR ARCHITECT'S REVIEW. 3G 3'-1" 4'-1 0" - - - - Y FIXED CASEMENT 35 - - - - - - - NOT USED Anchor Engineering of Florida 37 3'-)" 41-101[ - - - - Y Y CASEMENT 40 3'-0" 7'-0" 1-314" - - - - ELEVATOR ACCESS 4000-11 St.Johns Avenue 4 38 31-111 4'-1 0" - - - - Y FIXED CASEMENT 41 - - - - - - - NOT USED DOOR, FRAME AND HARDWARE SHALL ACT AS A ASYSTEM TO PROVIDE FIRE/SMOKE RESISTANCE RATING AND 39 3'-)" 4'-10" - - - - Y FIXED CASEMENT 42 2'-4" 7'-0" 1-3/4" - - _ _ _ Jacksonville, Florida 32205 PASSAGE PERFORMANCE AS REQUIRED BY CODE. 40 3'-1" 41-1011 - - - - Y Y CASEMENT 43 2'-1 0" 7'-0" 1-3/4" - - - - LANDSCAPE 5 KEY LOCKS FOR DOOR PERSPECIFICATIONS AND OWNER'S DIRECTION. 41 1 G'-O" 7'-10" - - - Y FIXED CASEMENT 44 _ 2'-8" 7'-0" 1-3/4" - - - - - Ben Dinkins Landscape Design 42 3'-1" 41-10" - - - - FIXED CASEMENT 45 2'-0' 1 71-0" 1-3/4" - - - - - 2245 St.Johns Avenue G EACH LEAF AT EVERY DOOR AND WINDOW SHALL RECEIVE CONTACTS, LINKS AND OTHER HARDWARE AS 43 3'-I" 41-10" - - - - FIXED CASEMENT 4G 2'-8" T-O" 1-3/4" - - Jacksonville, Florida 32204 REQUIRED FOR CONNECTION TO ALARM SYSTEM. COORDINATE ROUGH-IN AND FINISH REQUIREMENTS WITH 44 2'-2" 2'-2" - - - - FIXED CASEMENT 47 2'-01 7'-0" 1-3/4" - - - - - ALARM SYSTEM INSTALLER, ALL RELATED TRADES, AND SPECIFICATION SECTION 08710. 45 2'-2" 2'-2" - - - - Y TILT-TURN 48 2'-8" 7'-0" 1-314" - - - - - 4G 2'-2" 2'-2" - - - - Y TILT-TURN 49 Z-8" 7'-0" - - - - - CASED OPENING Seal 47 2'-G" 7-4" - - - - FIXED CASEMENT 50 2'-8" 7'-0" 1-3/4" - 7 - - - - PROVIDE POWER SUPPLY TO DOOR HARDWARE WHERE REQUIRED. COORDINATE POWER REQUIREMENTS WITH 48 2'-2" 2'-2" - - - - Y CASEMENT 5 1 2'-8" 7'-0" 1-3/4.. - - - - - MANUFACTURER'S INSTRUCTIONS. 49 2'-2" 2'-2" - - - - Y CASEMENT 52 2'-8" T-O" 1-3/4" - 8 SEE HARDWARE SCHEDULE FOR SPECIFIC DOOR HARDWARE PERFORMANCE REQUIREMENTS. 50 31-1.. 4--10" - - - - FIXED CASEMENT 53 4'-O" T-O" I-3/4" - - - - SWINGING PAIR AT CLOSET 51 31-1" 4'-1 O" - - - - FIXED CASEMENT 54 4'-0" 7-0" 1-3/4" - - - - SWINGING PAIR AT CLOSET 52 - - - - - - NOT USED 55 2'-8" 7'-O" 1-3/411 - - - - - - 55 - - - - - - NOT USED 5G 2'-8" 7-0" - - - - - CASED OPENING _ 57 2'-8" 7'-0" - - - - - CASED OPENING GUEST HOUSE 58 2'-8" 7-0" 1-3/4" - WINDOW LEAF SIZE HARDWARE DETAILS REMARKS 59 2'-8" T-O" - - - - - CASED OPENING NUMBER STYLE W H SET NO. HEAD JAMB SILL SCREEN SHADE GO 2'-8" 7'-0" 1-3/4" - - - - GO 2'-7" 2'-7" - - - - Y TILT-TURN GI 21-10" 7-0" 1-3/4" - - - - POCKET DOOR CI 2'-7" 4'-G" - - - - Y CASEMENT G2 - - - - - - - NOT USED G2 2'-7" 4'-0 - - - - Y CASEMENT G3 2'-10" 7-0" 1-3/4" - - - - POCKET DOOR G3 2'-7" 4'-0 - - - - Y CASEMENT G4 3'-0" 7'-0" - - - - - CASED OPENING G4 2'-7" 4'-G" - - - - Y CASEMENT G5 2'-7" 2'-7" - - - - Y TILT-TURN GUEST HOUSE ^ GG 2'-7" 4'-0" - - - - FIXED CASEMENT DOOR SIZE (W/O FRAME) HARDWARE DETAILS REMARKS W, ` G7 2'-7" 4'-G" - - - - FIXED CASEMENT NUMBER STYLE W H T SET NO. HEAD JAMB SILL SHADE v G8 2'-2" 2'-2" - - - - FIXED CASEMENT 70 16-0" 8'-0" MFR - - - - GARAGE DOOR G9 2'-2" 2'-2" - - - - FIXED CASEMENT 71 3'-0" 0-8" MFR - - - - FIBERGLASS/ 20 MIN. IV •i 70 1 2'-2" 2'-2" - - - - FIXED CASEMENT 72 2'-8" 0-8" 1-3/4" - - - - - O 75 3'-0" 8'-0" 2-1/2" - - - - OUTSWING FRENCH . = 7G 2'-8" T-G" 2-1/2" - - - - INSWING FRENCH Q 77 2'-8" 7'-0" 2-11211 - - - - INSWING FRENCH n , IMPORTANT 78 2'-8" T-G" 2-1/2" _ - _ - NSWI NG FRENCH �✓ s V GENERAL / TYPICAL DOOR t WINDOW DETAILS ARE INCLUDED WITH THIS 79 5'-0" 81-0„ 2-1 2" OUTSWING FRENCH PAIR m f SET OF DOCUMENTS. THESE DETAILS COVER THE SCOPE AND DESIGN 81 2'-1O" 71-G" - - - - - CASED OPENING pp V INTENT OF UNIT INSTALLATION AND WATERPROOFING. FINAL DETAILS 82 2'-8" 7'-0" 1-314" - - - - - 83 2'-8" T-G" 1-314' - `'--' D � WILL BE ISSUED IN COORDINATION WITH APPROVED SHOP DRAWINGS. 84 2'-10° 7'-G" I-3/4" _ _ _ _ POCKET DOOR 85 5-0" 7'-0" - - - - - CASED OPENING _ IMPORTANT HEIGHTS GIVEN ARE TO TOP OF DOOR OR WINDOW LEAF ONLY - REFER TO DOOR t WINDOW DETAILS FOR FRAME ROUGH OPENING SIZES LOCATIONS. ISSUE no . date description 1 10/18/12 PRELIMINARY DESIGN 2 4/18/13 DEP SUBMITTAL 3 5/28113 FINAL PRICING 4 7/24/13 PERMIT SET REVISIONS no . date description Scale: As indicated Project No.: 1208 Drawn by: GT Checked by: RGS Sheet Title Door & Window Schedules Sheet Number I A-500 of CONSTRUCTION DOCUMENTS ...................... ---- ------ ------------------- ------------- ......................... .................... -------- --- -------------- --------------------- ........................................... ..................................... ............................................................. ------- ...........................---------- -------- ------------------ ----- -------- ---------- X, ---------- ------- ---------- -------- ------------ 4 ---------- --------- ---------- ------- --------------- ---------- --------- ---------- --------- - RICHARD SKINNER -------- 41 .4 ------ --------- ---------- &ASSOCIATES,ARCHITECTS ---------- - ---------- ---------- 4 2245 St Johns Avenue JadcsonvilleF11.32204 4 -----—--- - ----------- 4 --------- - ----------- ----------- HEAD HEAD ---------- 4 ---------- HEAD ----------- 904.387.6710 www.rs­arch1kdLcorn ------------------- - ---------- 41 ----------- ---------- License#AA26001539 ---------------- 5'. --- —--- 5n. 4 ----------- ----------- ----------- d-\ MASONRY OPENING + 6-3 911 G" 4 Consu Itants -- -- ---------- ROUGH OPENING INTERIORS MASONRY OPENING KMH Design FRAME SIZE-3 911 G" + & d MASONRYOFIENING 9 2 + 81-3 911 G" 1510 3rd Street North ROUGH OPENING 441t xi OIL DOOR SIZE ROUGH OPENING 4 Jacksonville Beach, Florida 32250 + —MODIFIED PROFILE FRAME SIZE mx� FRAME SIZE �.D M153850, TYP. STRUCTURAL 5i OIL WINDOW SIZE Pontigo &Associates, Inc + 81-0"AFF —MODIFIED PROFILE OIL WINDOW SIZE 420 Osceola Ave + FF -A M53850, TYP. —MODIFIED PROFILE Jacksonville Beach, FL 32250 CD M53850. TYP, ELECTRICAL HILT CF8 12 I Haddad Engineering Inc. F- 2955 Hartley Rd, Sutie 205 Jacksonville, Florida CIVIL ENGINEER Anchor Engineering of Florida 4000-11 St.Johns Avenue Jacksonville, Florida 32205 >0(/ >0(\ LANDSCAPE KX><--------- Ben Dinkins Landscape Design ---------- 2245 St.Johns Avenue 4 - - --------- Jacksonville, Florida 32204 ---------- 4 ........... ------------- 511 ------------ --------- JAMB Seal .0 A I I 4 --------- --------- JAMB JAMB -------- d--) MASONRY OPENING F 4 --------- 4 ---------- -- ----------- < -------- 511< T- ROUGH OPENING MASONRY OPENING FRAME SIZE X 5:17 2 T - ------ ROUGH OPENING il: I I DOOR SIZE MASONRYOPENING —MODIFIED PROFILE FRAME SIZE M133850. TYP. 2 ROUGH OPENING ----4L WINDOW SIZE FRAME SIZE FACTORY THRESHOLD —MODIFIED PROFILE U M5385(), TYP. OL WINDOW SIZE N­_F N -MOD PIED PROFILE FACTORY SILL HORN ME33850, TYP. CAST STONE SILL BELOW U -----CAST STONE SILL BELOW SILL HORN HILTICF812 0 a) Z�CAST STONE SILL BELOW U_ > riv U (3) CC I<f RF STOOL AS PEQ'D. r\ERF STOOL AS P\EQ'D. AT SILL MIN. 50%OPEN 4-0 INTERIOR STONE THKESHOL SET 0), IN MUD BED-ALIGN AS SHO < — FACTORY SILL HORN 0)- WINDOW SIZE A. ACTUAL LEAF WINDOW 517 ---------- + 2'-G" + 2'-G1' CAST STONE SILL CA STONE SILL FRAME SIZE DOOR SIZE= 09L FRAME SIZE FINISHED FLOOR ROUGH ROUGH JGH G 5 FRAME SIZE OPENING 14 OPENING I 2 2 G 4 ROUGH OPENING ISSUE MASONRYOPENINGCUT OL TOP OF CMU 4 < - ------------ .04 '04 4 4 no . date description 16 1 10/18/12 PRELIMINARY DESIGN -------------- ------------— 4 ... 511 ------------- 511 4 4 511 2 4118/13 DEP SUBMITTAL 64 4 -------------- ------ ------------- --------------- 3 5/28(13 FINAL PRICING 4 4 i 4 7/24/13 PERMIT SET 12 75/,5m 75/5 Y2 13/411 ---------- -------- 4 ................. -------------- -----—---- S1 LL X------------- SILL S1 LL 4 4 VISIONS —-------- -- RE '14 no date description ------------- ------ Scale: As indicated _� T T 3 Project No.: 1208 TYPICAL WINDOW r2 TYPICAL FIXED WINDOW TYPICAL DOOR Drawn by: GT SCALE: 3" 1'-0" SCALE: 3" SCALE: 3" 1'-0" �A�01 �A50V �A50V Checked by: RGS Sheet Title Door & Window Details Sheet Number A-501 of C' 4 '"_ 4 :2 K 1 5 0 Jacksonville le LouI P,�U nt" [CONSTRUCTION DOCUMENTS --------------------- ---------------------------------------------------------- .......... ............................. ------- ------------ --------------- ------- -------------- ............ ------------ ................ I I - I I I C- I I I ;?"-' . _ -� ' I ) •: � . I I I I ". r f { . /. i 1 I. Ti. r I I RICHARD SKINNER &ASSOCIATES,ARCHITECTS I 2245 St Johns Avenue Jacksonville,FI.32204 904.387.6710 www m-amhibecbAmm I hh' I Llaeose*AA26W1539 I I I I I, Consu Itants INTERIORS ' KMH Design . 1510 3rd Street North Jacksonville Beach, Florida 32250 STRUCTURAL I Lou Pontigo &Associates, Inc 420 Osceola Ave I Jacksonville Beach, FL 32250 ELECTRICAL I Haddad Engineering Inc. 2955 Hartley Rd, Sutie 205 Jacksonville, Florida I I'I CIVIL ENGINEER - Anchor Engineering of Florida 1 �-. 4000-11 St.Johns Avenue Jacksonville, Florida 32205 /" I LANDSCAPE TBen Dinkins Landscape Design --- ------- -_ __ _ -- -- --------- __...- 6"SQUARE 2245 St.Johns Avenue --- - - L - -- -- - = z - - II--- --- ------ -- - -- ----- - ------ I;;r 1 ___*__ ,11 ---------------------------------------_, DOWNSPOUT Jacksonville, Florida 32204 --------- ----_._.._._._ - _._._.._..- --------- --♦-"-'-' - I I --------------------------------------........ � 1 j� II __ - -- - 1 11 I SD � - - I � if 1 I I 1I it O _ ._ ---'' - - --- --- - -- = 1 I I Sea l __ _._ ;, I ,1 i ! I - --- --- Lll - I I 1 1 1 1 ! 1 1 _ 1 I I ' i I Ij / ' ! 1 I i 1 1 1 ! 1 1 I 1 I II ' 1 , 10-6 II : I, I I I I I 1 it I 11 __ ___ _ I 1 1 1 1 . -, 1 ' I I , I 1 - - I , ' ! ® __11 it 1 ! I ' i 1 I I 1 I I !1 i I 1 i \ - i 7 1 i, I�',. I . I 1 Mount over ,I I I 11 11 I I I I I 1 i 1 I ! ! I I I i I I I I -_ __.-.___ II _ ._.__ - 9'-2" it 11 I I i j" j ! !I I I ! 1 ; 1; ! I i 1 1 1 , 1 1 1 L I 1 i ! !! I I I 1 1 ` _ d r ( ) 11 II 11 ! l i I ✓� , I I __- ----------.._._.._.. -- '1 I I garageoo typ I -- --- ( ! I 1 1 I 1 . I ! III11 ' 1 II II 11 1 1 1 !II I I I 1 1 1 I l I - ! I I 1 1 I !. t 1 1 -- ---- -_t I II 'i 1! I ! 11 I j j I ' 1 ' 1 ! I i . !' (( 1 I I 1 1 l - .� I I I, I I I I I I I ' I I I I I I i 111 ! 1 I I I !! I I ; 1 w t. -., I , , I ' i ! ! I I 1 I11 u li 11 111 1 i I 1 1 111 I II I ; I I II I 1 \. ___ _- II I I Ili, I I I 1 I I I I 1 ! I 1 I I I II I I i 1 I L ' 1 �} I II ! 411 Ii ,I I I I i i i ! i i ' ' 1 I ! I i i i 1 I I !1 I I 1 I 1 1 I I 11 ii I l I I _. -- __ -- I! i I I I ! ! I r- I 1 1 ! I _. _. ___ I , it l 11 ! 1 , ! i I I I I I I I I I i._ I I I I 1 I 1 9 (1 I i 1 ! I I I i ! ' i I ! -_ ---_. _ _-_ __ 1 I I 1 ! ! I I 1 'II 11 1 I i I 1 i1 I 1 1 I I _I ! I :�� I I l 1 1 1 I ' I I I I __. -_ __ yy$ I i I I I 1 I !I 1 1 I I ! 1 -- -- - -- 1 I q , 1 ! ! i! i I I , , i I I JiI 11 l _ !I I ! 9' O" I; I 1 1 I I I I j i 1 I 11 I 1 1 i t , ' - -- ' - - --4-- I 'I 1 ' ' I 1 1 , I , I 1 - I ' i 1 . II * I , i 1 I 1, I I ,1 'I I i 1 / '--- 1i _F ------- --- 11 __ __ __ ! i I 11 !! I I ! 1 i1 I I I I _ , ;, l i I I , I 1 I I I I 1 II 1 i' I I 1 1 1 ! ' ' 1 ! l I I ;1 .. 11 r-----_- -.--�-" I i1 !I i; I I 1 1 1 1 I , I I I l ! I 'I 1 I I ! I11 I : " + --a- l I 1 I I II 1 I I L 11 I I I 11 1; 11 I I I ! _ I I !! I I ! I 1 I h i1 I; I I I 1 , I 1 , / I IIII 11 ; 1 ; j I L 1I I 1 1 I i I ------- - 1 1 I I i ' I ___ __ _ r 1I "I ! I I I I li 1 1 1 I 1 -_ -_ 1 , L- 11. __,_ l 1 ® ® I I I lI I I j I I I r+ ;, 11 - F_______ __-.�J I 11 ! ! l 1 1 I , I ! ! I L I i 'il l11 �I ! I I+II ! I I I ! 1 I I ! ! I li I I I I I V I 1 _--------------- ------------------- 1 I 1 1 1 1 I I'I J" 1 i t I i I ! I 111 , 1 ! ! 11j1 I 1 , i I 11 I 11 111 ! j 1 ---------L+� 8 I I I I I I I I Ct s— II 1 1 i i 1 1 1 I 11' 1 1 1 i I I 1 I I I I I ''I •c._.._._. ---------------------------------- --- - -X ! ' I i i 'I � i 1 1 1 I : i I : ' 'I ' I , I I , I i 1 , 11 ( //,, ' -- 1 11111 . 1111 i � 1 iIi11 1111 1. , 111 I III I i - -� I 1 , 1 1 I 1 I , ! {- y I !1 1 I I ' ' 1 ! —-------- % 11 I I L i 1 1 i ! _ I--. 1 - __-_1 _ T— - - —_ - - - - - - - - _ - - - �' i - I I , I - I I I 1 1 1 I I I ! O , , 1 1 -I 1- - --a T . I - 1 1 __I __t__ __. ______________.____� — 1 1 1 I 1 T T, r � � � i I II I , I , I ' 1 1 -_._a___ I� I 1 1 1 ' 1 i 1 ! 1 1 t I 1 1 I L I I I 1 11 1 1 1 I ! I I I 1 1 L L 1 1 II I { 1 11 1 7' L.L I ' 1 ' 1 1 ' 11 1 1 1 _ _.____ _.._.___.__.___—.__ ! 1 __ _______ 1 I _� r }... 11 1 1 I I - l I I II I i : I ' I I � � 1 -- I 1 , 11 I I 1 1 1 I I 1 l l ' l - --}- } - g'-1 _ I I 11 i I I 1 I I ( I I I I I ! I Q j I - ! 1 _ ---Y - --... ---.._.-__.__-- - �- - - - - - - - - - j -i - ' 1 -'-- -r i- -1--F� �- i--�-H � } -i--}_ ��- �- I-I - I 1 ' I 1 1 1 :r 1 1 ! i ; I I I ' 1 ! ! i !—i I ~' '—, , 1 I ! I 1 I 1 1 1 I ��___�_________--.—_—__—_—__ 1 i I I I ! I 1 1 I ! I 1 I i L I I 1 1 1 1 1 I , 1 f III '1 ( ) -C V II -- ---------- -+ ---"-'-- -._.._.._-.'---------------` 1 II I , 1 1 ' I 1 ! 1 ! 1 ' I i 1 9-2 II I 1 1 1 1 I . 1 l I I I 1 i I (� 1 1 I I 1 11 , 1 I I I 1 II L it V ^l - ---- '-------- --------- -------- -- l i 1 1 1 I ' i i I ! I 1 I W ' � � , ' j 1 I I I ; I I I - ! I - -- - - - - - - - - - - - - - - - - i _ - 1 I I I I 1 - 1 1 ! I I it I i I CCS II 1 1 ___ I 1 ® 1 11 i ! I IY I ' 1 I j 1 I I 1 I I _... _ - I ' t { , I 1 II I I 1 ! I 1 1 j 1 1 � i 1 I i 1 1 1 1 I I -- i 1 1 1 _k_ I ; _______i i i 1 y , } _ti' I 1 III11 ! 1II II I 1 ' 11111 1 I 1 � ! III I ! il ' � � V 1 i1 11 ! , 11 1 „ ! III I ____ __.__.I I I 1 1 I I ' I 11 I I ! 1 1 1 ! I _._-.____ _.__._.._.. _._-_.______-_______._.__._____ , i ,, �-- _ __ _.._.j 1 11 1 1 1 I i 1 1 ! I I I I I I 1 1 I I __._._._._._ ` 1 1 1 ! I 1 1 1 ' i ' ! I 1 1 I I i III I I I 1 I 1 1 I I .-__..__.__—_ I I , ! 1 i i ! I ! 1 1 I I 1 I 1 1 1 i._.__.___._._._.._._ ', '' ' ;, 1 I I �..____ _. 1 1 ! I I I I I I I 1 C .' ! ' ' 1 1 , L.______ ___.____ ______ ___. _____ __ I i—___I 1 1' III II 11 1 1 ! 1 1 1 1 I ( i 1 w I l i 1 1 ! I I I i1 1 1 �1 I II 1 1 i I it I I I I.! I I � •i--+ I , , I I; 1' ! ! 1 i ! I ' ! I I I 1 , I 1 I 1 I - - --- - 1 -' 1 ; I � � - -,11 ! 1 I 11 ' ' , 1 I II fl 1 ! 11 1 1 1 i 1 1 1 til ! 11 11 1 i 1 1 I I I "� 1 I it II 1 I 1 11 : II 1 I I 11 _ _ — _ 1 I1 ( 1 I II I I 11 ( I 11 1 I I 1 1 I 1 1 1 I I a) — — Ii I 11 11 I III 11 j 1i li 1'i 1 1 1 1 i 1 ! 1 , 1 11 ! , 1 1 L \ 11 1 I 1 1 1 1 I I 11 I I I % L ' I ! 1 1 ' 1 1 1 1 li I i I l 1 I I , ' 1 I I , i 1 i ; 1 1 I 1 1 I , 1' 1 I i I I u I i ! I i ! ! ! i 1 I I I I i g_2 91_211 1 1 1 I I 1 1 1 11 I 1 1 1 1 I I I I ! 1! I 111111 I II 1 P I 1 I i „ I I I I 1 11 11 1 1 ; l ! 1 1 1i I i i I 1 '! L 1 i , , 1 I i L I 1 1 1 II I I , I I 1 , 1 I 1 ! I -. . I 1 i i - ' 1 I ,i.. _-- _ I I f __ ' I I , ! 1 1 1 1 ( ; , I 1 1 i , 1 I 1 i !I I I 1 1 1 I I 1 1 I I I l i i ! !• 11I� I , I i t I , 1 1 i 1 i I I 1! (. I I I - I I I I Ir -"-1 ''I I I! lye 1 I i , I I I 1 I . I 1 , �I III I , I I 1 I 1 , I I ' 1 I • i ' !i ILII i! 1 i I I 1 I ! ' ! ! I -- I 1 El I I I I i 'I A _ _ -_i I, , I , ',I i ! 1 a h 11 ! l I ! 1i 1 i L i I - - - - - 1 I I I I it I 1 I 1! 'i ;I1 11 1 I I ISSUE , ___ _.—. _ __ ___. ._J! , ��' I ! ! I I 1 1 1 I I I,I ! ! 1 1 ! I I'.__ _.I '4 , ! 1, I i i I 1 i I I I I I i I I I I I I I - N.' Ike. �; I I, 1 1 ! 1 1 I I , ! I I 1 I II a II I ! 1 1 1 I 1 , 1I 1 1 I I 1 I n 1 1 1 I I o . date description I _-- -- I I I i t I I I p I 1 i'i . 1 i I 1 11 I 1 1 ! t 1 i ! I 1 I L N I' I 1 11 Ili ! :1 1 10/18/12 I I PR I I I IPRELIMINARY D I I i ! 11 i 1DESIGN I i ! I' l I l l i 1 I I I I I 1 1 I I I I i l i i I 1 1 I i !I 141 11 1 I I i i 1 i 1 , I 1 w�� i I 1 1 1 1 1 1 ! 1 I I i 1' , , 1 1 ! 1 I 1 I' L ' I - I' 9' 2" h I I I ! . I 1 1 1 1 1 1 I I !I 1 I I li 1 1 I I I 1 I 2 4/18/13 DEP M - IiEl I i 1 I ! I I itSUB ITTAL I 1 1 was.-� � ( 1 1 ii l - I _-- _- -- .. -1 II I 1 1 ;I I I I ! I I I I , 1 , I 1 I I I1 1 I 11 _ _ _ - ! I 'I 1 N 1 1 I I I II 1 1 1 1 I I 1 3 2 1 I 3 FINAL PRICING --- -- --- ---- --- 1 1 I I 1 1 I i l i 5/ 8/ NG �1 I I I I I i 1 1 I I I ' `, I I; ii ----------, 1; 1, I I J—' ' 1 1 1 I 11 11 11 1 , -I-1 +'rti--i-'++- -rte -L r•f- -i,-ice-'rte "I'-�� -j_� +-F_i,-rl I I 1 1 --- - - _----- --_- -_.._- I I---- 1 I 1 1 0 _ I, I I i I 11 4 7/24/13 PERMIT SET Ii - - - - - - - - - - 1 ( I I 1 I 1 I .. � 1 i 1 1 11 1 1 I I I I i, i 11 I , I I 1I -------- i I i I I 13 .. ---- _ ---------------------------, __. __ - --- -- I I I 1 1 - - -_ -- - - _ r REVISI , % -1; 1, I :; + - — - — - — I I ONS I 1 j. --------------------------------------------------------------------------------------- -- - I - ---- --- --------------------------------------------------------------------- ------ ------ - -------- --------- no . date description 1 -- i, n 1 1 1 1 „ - - ____. ----- ---------- ____ ----- ----= _-- I1 -----------.--.--4 ------- --- ----- - ---- -------------- ----------------. . .----- -.------ ------- ------------ --------.------ ---------- - -------- I'' I I 1 1 --- - - -- -- --__ 1 1 I - _- ----' - -- ---- - -- --- ' I -- - - ! i 1 _ ---- ----- __ __ -- ---- - --- ---------- ------------------------------------ ----- -____ ----- -____. ---- ____ --_ I ! 1 I I 1 � I -_:--- ----- ----- ----- ----- ----- ----- __ I I, 711 I -- ------_ _____ _.-- ----- ----__ ____ ------------ ----- -____ ------- ---- ____- --- ---- - - I _____ __ . . I -____ --- - -------- 1 I ' I 1 1 I i I 1i I --- - - - ------ ----- - ------- - --- --__ ____ _.--_ ----------------_ - -- -____ _-__ 1 1'-7 i I , I , , I I OI I I I 1 1 1 , �- - I1 I 1 1 ! ! I I , ' ._.-_... --__ _---_-_ ___ .__"_. _----.--- -__-__-- -"--"-" --------- I - - 11 - ______ _ L_.____._a____.__.—.—.—.__ _ I , , 1 1 I I 1 ----- --- --- - -- ----- - -- - --- , , ! I r - t - ----+ - - - - - I 1 I �, ' i 1 II I ' 1 ,-- - ---_ - ' I I ,. III ; -- --- 1 ------ ---------- -____ __------ ------ ----------- - ----- ----------- _ - ---- I ' - i I , 1 II ,----.--i-------------------------- .___.______.__.__ ._ ___ _ __.____.__.. _.__._..__ _._._ .__. L 1 I -- - -__.-i- _......_ __ ......__- _--__-_---- ____- - ___-__-_ --......._._.—. - _..__._ . . . . .......... __- - --_ I I 9-8 ! ------.--.------*--*----------------------------------------I- - - --- ---- 1 --- - - - - -- - -- - ---- - - I --- ----- -- --- - - - I , I ! I ( 1, ! 1 I , ! -- -- --- I - - --------------------- - -------------------------- - 1 I I I I , , 1 I 1 .___-- : s indicated I Scale: A . , --- - --------_ I i I . I i 1 1 ----- ---- ------- -____ ____ ---- - Project No.: 1208 ----' `------- -- - ---- -- i- ___._.- - - - _ ___ ______ ____.-------- , , .__---- --- ____ _------ ------------___ ___ ___- -------- ---___-- ------ -____ ------ - -____-__ ______ I 1 1 I ---- - I -- - ---- ---- --- - --- - -- ----- - F 1 1 - - ----- -- - - 1 I 1 I , 1 1 -_ -- --_---- -___-- --- ---_.____ _-____ ___.-- i 1 1 I ' ! ------ ----____ __-- -------- I 1 -- - ------------------------------------------------------------- 1 1 -- -- ---- - - - - - -- - - rawn _- -- -____ ---- ----- ---- -- - - -- -- --- --- - GT I ' 11 ! 11 ; 11 - - -- - , I1 1iD by: DBC 1I ' , ' I . ` - - 1 ! ! I 1 I 1 I --- - --- - -- - -- - ------------- --------------- ---- - --- -- 11 1 I 1 I 1 I __- - - - - - - -- -._._._.__ ----- -- : - r . - ----- ---- - ---- 1 _ _ I Checked by: RGS - - - - --- - --- -- -- ---------------------------------------------------------------- - 1 1 1 --;- ---- ---- - ---- --- - --- --- - -_ _-_ - - -- --- 1 ------- _ 1 --- - --- - _- - ' ,• _ j ' LL -- I - -- ! I �_ / - - I Title -- --. .a - ---- ------- ------- --- --- --- -- Sheet - REFLECTED CEILING PLAN GENERAL NOTES- I 1 : - - 6�SQUARE I I I I - ------------------------------------------------ - -- --_- - -... ------ DOWNSPOUT F 111 F I o 1 1 , I I I) DRAWING IS PROVIDED TO SHOW DESIGN INTENT AND 1 ; I -_ -__ ___ __ _ __ _- J _ I COORDINATE PLACEMENT OF FEATURES AT CEILINGS, EAVES, I 1 I --- - - -- --i-----------------+ - - `' 1 Li LJ L LI Li Ref I ected tj AND HIGH ON WALLS. WHERE CONCEALED OR UNFORESEEN Iff- LJ __ - C a - - i i - - �' -- -.._ 1 , ! __ I I Ceiling Plan CONDITIONS PREVENT REASONABLE PLACEMENT OF FEATURES I __ PER THIS DRAWING, CONSULT ARCHITECT FOR RESOLUTION. ---- ----- - ---- - - -.--.---: ... -- --- ---- I I ; 2) COORDINATE FEATURES WITH LIGHTING SCHEDULE, HVAC I -_____ _ _ I 1 SCHEDULE, FINISH SCHEDULE, AND INTERIOR DESIGN - -_..___ ___- --.---___ _______ ___ ____ ___- - -_____._ ._ ___._ ---------1 y_._--- _ ___ I 1 DOCUMENTS. I029� - - - - - - - If a -- I Sheet Number t 1 3) CEILING HEIGHTS GIVEN ARE APPI:OXIMATE AND MAY BE m I I ,1 I ADJUSTED WITHIN REASON TO COMPLY WITH DESIGN INTENT - - -- -'-- I AND STRUCTURAL SYSTEMS UNLESS NOTED OTHERWISE.4) CEILING HEIGHTS ARE GIVEN FROM INTERIORFINISHED FLOOR. A-601 dz I I - First Floor RefIected Ceiling & Lighting Plan of 1 SCALE: 1/4" = I!-O" 0 2, 4, 8, CONSTRUCTION DOCUMENTS I I t I - I - I I i I RICHARD SKINNER &ASSOCIATES,ARCHITECTS 2245 St JohrksAvenue Jadom wille,FL 32204 904.387,6710 www.m4rch t Wx= License NAA26W1539 r ---- - - - - - , . - ------ -.- - -- ------- _ -- -- - -------- Consultants o nsu(tan t s INTERIORS KMH Design 1510 3rd Street No r t h Jacksonville Beach, Florida 3 2 2 5 0 STRUCTURAL Lou Pontigo &Associates, Inc 420 Osceola Ave Jacksonville Beach, FL 32250 ELECTRICAL Haddad Engineering Inc. 2955 Hartley Rd, Sutie 205 Jacksonville, Florida CIVIL ENGINEER Anchor Engineering of Florida 4000-11 St.Johns Avenue Jacksonville, Florida 32205 LANDSCAPE - --- ------ ---- ------------ - ___-- --__.._-- __-- ____._ _ _____- _-- ______ _ ______ -____ ______-- -- - ----_ St.Johns Avenue---- Dinkins Landscape Design __-_ _ - I�I I -- --- - h -__ -_-_--_-__ __ -- - --------------------------------------------------------------- -- - ----------------- -- _ _.._.. . .. ....- .... Jacksonville, Florida 32204- ------------------------------- ------ - -__-- ----- - ------ - - ---' -'--- ----__ _ _ __ __---- - --- - ----- ----------------------------------------- F --______ - -_ _ _ ____ _ - --_- - - -- - -- - - - __--, r ........ - --- .i. _®. ...... . �' ----i-•-_'_I_ =—___,'��—�—_-�_i_�—._L_,� II, o �I �,I iI I ; ---,,- I -- ! --. - � Seal---- ._ -- --- ------------ 'Ali I.. ------ --- - z ------- f I -. ------------------- 1011 r- ---------------- ---------------1 ----------------------------------- _ ___________ ___. X-111 __ ______ , 771 BEAMS ABOVE (TYP.) a-Io° --- --------------------------------- ------------------ ---------------------- ------------ _ T------------------------------------------------- ---------- - ___-__ ______ -_____ ____ ____ ____ _ LLL _ > _ _ ----- Sv - I I f , j 1 I I' " ATTIC GARAGE PORCH STAIR I II .-�- Q� ma)ROOF BELOW -- I SD ' II"II iI' I +I - i! ----- - ' I I' QC:Y- 8 10" Xy A- --- - .-- ----- ---- - - ------7 I - 5KYLIGHT (' '' ') ISSUE I -VI no . date description } 10/18/12 PRELIMINARY D E SIGN \ `-- ------- 2 4/18/13 DEP SUBMITTAL 3 5/28,13 FINAL PRICING 8'-I 1O" - - ---- , --8 4 7/24/13 PERMIT SET ------------ ------------- REVISIONS ------------------------- ---- -- no . date description---- __-_ _ _ ---- -____ - ---------------- ------------------- --- -------------- -- ---- _ - ----------------------- -------- -- -- ---- -----------------------------------------------------------—- _ _ f - I --- -- ------ ----- ----- I -- - - i ! !iIi II`I ------------------------- _-- --- --- -- _. --.- --- ----- --..... --- ------ ----------- - --- ---- --- --- --- --- -- —----I --- II --1 I ------------------------------------------ I Scale: As in d i c at ed Project No.: 1208 Drawn by: DBC REFLECTED CEILING PLAN GENERAL NOTES- Checked by: RGS DRAWING S PROVIDED TO SHOW DESIGN INTENT AND 1 1 I Sheet Title COORDINATE PLACEMENT OF FEATURES AT CEI LNGS, EAVES, BALCONYAND HIGH ON WALLS. WHERE CONCEALED OR UNFORSecond Floor CONDITIONS PREVENT REASONABLE PLACEMENT OF FEATURES - _ . -______ ----__ ______ ______ ____ ------- ------ -- __ ._ _ ______ ___._ _ -- ___ __ _ ____ _ __. .____ - -_ _ ___ _ ___ _ PER THIS DRAWING, CONSULT ARCHITECT FOR RESOLUTION. - -- Reflected 2) COORDINATE FEATURES WITH LIGHTING SCHEDULE, HVAC --------------------- _- i - IanSCHEDULE, FINISH SCHEDULE, AND INTERIOR DESIGN DOCUMENTS. _-_ - Ceiling p ---------- ADJUSTED WITHIN RASON TO COMPLY WITH DESIGN INTENT 3) CEILING HEIGHTS GIVEN ARE APPROXI MATE AND MAY BE BALCONYSheet NumberAND STRUCTURAL SYSTEMS UNLESS NOTED OTHERWISE. 4) CEILING HEIGHTS ARE GIVEN FROM INTERIOR FINISHED FLOOR. = =_Second Floor Reflected Ceiling & Li htin 'lan __ ------------------------------ A-602 ofSCALE: 1/4" I I I I � � 0 2' 4' 8' CONSTRUCTION DOCUMENTS r ' I RICHARD SKINNER &ASSOCIATES,ARCHITECTS 2245 St Jahns Avenue Jadnonvllle,FL 32204 904.387.6710 www.m archft &=n License#AA26001539 Consultants INTERIORS KMH Design 1510 3rd Street North Jacksonville Beach, Florida 32250 STRUCTURAL Lou Pontigo &Associates, Inc 420 Osceola Ave Jacksonville Beach, FL 32250 ELECTRICAL Haddad Engineering Inc. 2955 Hartley Rd, Sutie 205 Jacksonville, Florida CIVIL ENGINEER Anchor Engineering of Florida 4000-11 St.Johns Avenue Jacksonville, Florida 32205 LANDSCAPE Ben Dinkins Landscape Design 2245 St.Johns Avenue Jacksonville, Florida 32204 II Seal - REFLECTED CEILING PLAN GENERAL NOTES- I) DRAWING IS PROVIDED TO SHOW DESIGN INTENT AND COORDINATE PLACEMENT OF FEATURES AT CEILINGS, EAVES, AND HIGH ON WALLS. WHERE CONCEALED OR UNFORESEEN CONDITIONS PREVENT RE=ASONABLE PLACEMENT OF FEATURES PER,THIS DRAWING, CONSULT ARCHITECT FOR RESOLUTION. 2) COORDINATE FEATURES WITH LIGHTING SCHEDULE, HVAC \ SC-1EDULE, FINISH SCHEDULE, AND INTERIOR DESIGN DOCUMENTS. - _ --------- -_---_ --__ __- --____ 3) CEILING HEIGHTS GIVEN ARE APPROXIMATE AND MAY BE - -- ADJUSTED WITHIN REASON TO COMPLY WITH DESIGN INTENT AND STRUCTURAL SYSTEMS UNLESS NOTED OTHERWISE. 8'-2" (5'-2" 4) CEILING HEIGHTS ARE GIVEN FROM INTERIOR FINISHED FLOOR. ' Mount over garage door (typ) t r ==+ = ._.. �'� - - V Balcony above ! �✓ s_ Balcony _- V/ LL i t .-. (,n Q I I !! ^ 1 -SD U l W! r ___ I I ; I 'I I ! I ' ! SLOPES � /® I I II ' --- „ „ � � I - 8-2 � I � 0 x 30 ttic ccess hate SD I , II r= } --- _ - ---------- ---------------9-2" - SLOPES - _ I -----Mount over door i rl F � ' ---- - OPEN 11 Nk ---- - - , ISSUE' TO ABOVE Fa//edescription PRELIMINARY DESIGN DEP SUBMITTAL ----------..-_______-- ---- ____ ---_____ _ 3 5/28/13 FINAL PRICING 4 7/24/13 PERMIT SET REVISIONS no . date description Garage Floor Reflected Ceiling & Lighting Plan Main Floor Reflected Ceilin n & Li htin Scale: As Indicated Pla SCALE: 1/4" = 1 '-O" 0 2, 4. 8' 2 SCALE: 1/4" = 1'-O" Project No.: v 0 2' 4' 8' 1 1208 Drawn by: DBC/GT Checked by: RGS Sheet Title Guest House Reflected Ceiling Plans Sheet Number ! A- 603 of CONSTRUCTION DOCUME14TS DESIGN CRITERIA DESIGN CODE: METAL STRAPS AND FASTENERS REINFORCED CONCRETE (CONTINUED) 2010 FLORIDA BUILDING CODE - RESIDENTIAL SHOP DRAWINGS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE STAINLESS STEEL, FASTENED WITH ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND +` DESIGN LOADS: ACTUAL AND UNIFORM STAINLESS STEEL FASTENERS. SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE °I E THE REVIEW IS ONLY FOR ROOF REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR ENGINEER VERIFY HIS DESIGN CONCEPT. � ,- ROOF LOADING GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND DOES NOT T ' 7 (cd=1.25) ALL NON-EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 1.85 DETAILING REINFORCED CONCRETE STRUCTURES ACI 315. TOP CHORD LIVE LOAD 20 psf ( RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN TOP CHORD DEAD LOAD p oz/FT 2) OR BETTER. SIMPSON PRODUCTS SHALL. BE Zmax GALVANIZED. DRAWINGS AND SPECIFICATIONS, WHICH HAVE PRIORITY OVER SHOP 20 psf (CLAY TILES) BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. BOTTOM CHORD LIVE LOAD DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND BOTTOM CHORD DEAD LOAD 10 psf ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) SHALL BE HOT DIPPED GALVANIZED TO CORRELATED DIMENSIONS, FABRICATION PROCESSES, MEANS, METHODS, RICHARD SKINNER 5 psf MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH THAT 2 TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH OTHER & ASSOCIATES, ARCHITECTS INCH MINIMUM CLEARANCE IS MAINTAINED. TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN FLOOR LOADING FLOOR HANGERS AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL 2245 St Johns Avenue Jacksonville, FL i BE STAINLESS STEEL. FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI SHOP DRAWINGS AND THOSE OF HIS SUBCONTACTORS. 32204 TOP CHORD LIVE LOAD (cd=1.00) SHALL BE STAINLESS STEEL. 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. 904.387.6710 www.rs-architects.com TOP CHORD DEAD LOAD 40 psf THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE License ¢#AA26001539 BOTTOM CHORD LIVE LOAD 20 psf ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE CONTACTOR PRIOR TO SUBMITTAL. THE SHOP DRAWINGS WILL BE j BOTTOM CHORD DEAD LOAD 0 psf RETURNED FOR RESUBMITTAL IF A CURSORY REVIEW SHOWS MAJOR 5 psf SHEATHING SPECIFICATIONS: REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S Consultants DEFLECTION CRITERIA: ROOF - MINS/$", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3" RING CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS INTERIOR DESIGN SHANK NAILS ® 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48 O.C. A MINIMUM SHOWING LOCATIONS OF ITEMS DETAILED ON THE SHOP DRAWINGS. ANY KMH Design ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH SUPPORT BAR SHALL CHANGES, SUBSTITUTIONS OR DEVIATIONS FROM THE CONTRACT Jacksonville Beach, FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 BE PROVIDED FOR TOP BARS. DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE FL WALL - MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING FASTENED w/ 8dCHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING 904.247.5408 WIND LOADING: @ 6" O.C. EDGE AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6" PAST PARTIES, SHALL NOT BE CONSIDERED REVIEWED AFTER ENGINEER'S CIVIL ENGINEER SHEARWALLS OUTERMOST CHAIR OR SUPPORT BAR. REVIEW UNLESS NOTED ACCORDINGLY. THE SUBMITTED SHOP DRAWINGS TBD BASIC WIND SPEED (ASCE 7-10) -------------- 130 MAIN HOUSE PILE FOUNDATION: WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY MANNER IMPORTANCE FACTOR ---------------------- 1.00 FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON THE AUGER CAST PILES AND FOUNDATION HAVE BEEN DESIGNED WITH THE RECOMMENDATIONS OF NOT TO EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING O 6" O.C. EDGE & FIELD THE GEOTECHNICAL EVALUATION REPORT PROVIDED BY UNIVERSAL ENGINEERING SCIENCES UES SUBMITTAL CRITERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING MECHANICAL & MEAN ROOF HEIGHT --------_______________ 35.0 FT PROJECT No. 0930.1300033.0000 UES REPORT No. 1030045, DATED NOVEMBER 6, 2012. DOCUMENTS REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. ELECTRICAL ENGINEER ROOF PITCH ---------------------------- VARIES MASONRY SPECIFICATIONS: FOUNDATION IS SUPPORTED BY 14"0 AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI, TBD BUILDING CATEGORY ----------------------- MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE 32 TONS COMPRESSIVE CAPACITY, 18 TONS IN TENSION CAPACITY AND ASSUMED 5 KIPS IN SHEAR. GENERAL NOTES II CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH EXPOSURE CATEGORY ---------------------- THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY D ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL STRUCTURAL ENGINEERV ENCLOSURE CLASSIFICATION --_ _____________= C1019;, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, LOU PONTIGO AND ASSOCIATES, INC. ENCLOSED DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE 420 OSCEOLA AVE. INTERNAL PRESSURE COEFFICIENT t 18 TO 11 SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY BUT ARE NOT LIMITED TO MEANS AND METHODS BRACING JAX BEACH FL, 32250 MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND SHALL INCLUDE, r INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID 904-242-0908 COMPONENTS & CLADDING DESIGN PRESSURES LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE Seal STRENGTH OF 1900 psi f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE ` ,,.r��� + TRIBUTARY INTERIOR p ( CONCRETE SLABS ON GRADE: STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE �*. P...N W AREA (sf) ZONE (PSF) EDGE STRIP (PSF): REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE ••ht•••., a = 4 -6;p BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED INSPECTION OF THE ABOVE ITEMS. °��� R• 6 AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL �',+' ��O o� �� C M 10 +30.2 -32.9 +30.2 -40.5 TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL OTHERWISE. _ 11 °Z m � c MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E No.- CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR = C? 50 +27.1 -29.6 +27.1 -34.2 E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING - ;Ora Z SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): SIMILAR CONDITIONS. ALL WORK MATERIALS AND CONSTRUCTION SHALL 100 +25.7 -28.2 +25.7 -31.2 FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x20' GRID WITHIN 12 HOURS OF COMPLY WITH ALL APPLICABLE BUILDING CODES REGULATIONS AND SAFETY ° -o: STATE OF �� ttf VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN ,� �- . CONCRETE PLACEMENT, . � �. REINFORCING WHERE PERMITTED SH EMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON REQUIREMENTS. -, R •.ZOR10 .• ALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED -,,,� ...,,,,,..• � � FOUNDATION PLAN S1.0. CALL EOR FOR ALTERNATIVE METHODS. THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT °' `rs10NA►.VN THE CONTRACTOR SHALL INFORM THE ENGINEER IN DISCREPANCIES OR WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. POOL AND EXTERIOR PATIO NOTES OMISSIONS NOTED ON THE DRAWINGS NEEDED IN ORDER TO CONFORM TO STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 CODES, RULES AND THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO T • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ALL VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT ALLOWABLE UNIT STRESSES REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING CONCRETE: (PER ACI 318) CONTRACTOR. • LINEAR INTERPOLATION IS PERMISSIBLE. SHALL BE A MINIMUM OF 6". CONCRETE: FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL MECHANICAL ELECTRICAL AND PLUMBING PLANS. ALL • PLUS = PRESSURE AND MINUS = SUCTION. CONCRETE SPECIFICATIONS: STRUCTURAL POOL SHELL f'c = 4000 PSI _ ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE STRUCTURAL SPA SHELL f'c = 4000 PSI TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT > • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. STRUCTURAL GRADE BEAMS f'c = 4000 PSI PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL () Q DESIGNED FOR EDGE STRIP PRESSURES. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS STRUCTURAL PILE CAPS f'c = 4000 PSI RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI TYPICAL STRUCTURAL DETAILS. QD -�- U U 0 f DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE REINFORCED CONCRETE REINFORCMENT: ASTM A615 - GRADE 60 ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL C RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET L (D THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. COMPRESSIVE STRENGTH REQUIRED, U.O.N. AUGERCAST ANCHOR PILES BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES m WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. U GENERAL NOTES 1) MINIMUM 14" DIAMETER _ AUGERCAST PILES f'c=5000 PSI 2 MINIMUM TIP ELEVATION -14.0' NAVD Ln� -�- PILE CAPS & GRADE BEAMS f'c=4000 PSI 33 ADD 6-#5 w/ #3 TIES AT 12" O.C. DO N 0 T SCALE DRAWINGS . MATERIAL SPECIFICATIONS: SLAB-ON-GRADE f'c=4000 PSI Ln 0 CONCRETE BEAMS & COLUMNS f'c=4000 PSI DEP DESIGN CRITERIA: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND -I Q ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A ELEVATIONS AT THE JOB SITE DURING CONSTRUCTION AND BRING ANY (D 307 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN DISCREPANCIES TO THE ANY WORK INVOLVED. WASHERS: ASTM F 1554 GRADE 36. 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. WARS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). APPROVAL OF THE STRUCTURAL ENGINEER. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. PAVER & POOL BACKFILL NOTES: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN ISSUE EXTERIOR SHALL BE GALVANIZED. FOLLOWS: I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE no date description SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/ CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. 4 1 1 1/21/12 PRELIM. PRICING GRADE BEAM RAD �, TO MAIN REINF ( ) 3 EXCAVATION OF THE POOL AND ANY ORGANIC GANIC MATERIAL, MUCK OR MARL. i REBAR SIX AND / LARGER THAN THREADED ROD SIZE. U.O.N. 2/2513 8 (U.O.N.) COLUMNS AND PEDESTALS TO MAIN REINF 2 THE MECHANICAL CONTRACTOR SH 2 / PERMIT SEF ( ) ALL COORDINATE INSTALLATION OF THE i ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTSDUAL ( SLABS ON GRADE 2 BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND AND COMPACTED TO 90% OF Q INSERTS WITH THE GENERAL CONTRACTOR. REFER TO 3 3ni13 REVI510N5 CARTRIDGE INSTALLATION ONLY): STRUCTURAL POOL SHELL 2" THE MATERIALS MAXIMUM DENSITY. MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. 4 3/22/13 ZONING REVIEW USP CIA-GEL 7000 HIGH STRENGTH EPDXY. STRUCTURAL SPA SHELL 2" SIMPSON 'SET' EPDXY. u THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY 5 4/2/13 BUILDING REVIEW GRADE BEAMS AND PILE CAPS 3 II. WATER WANDING OR JUKING DOES NOT CONSTITUTE PROPER BACKFILLING / REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS G 7/24/13 PERMIT SET STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR INSTALLATION OF MECHANICAL EQUIPMENT. STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOOSE WELDED WIRE FABRIC (WWF): SHALL BE ASTM 3185. RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE REVISIONS OWNER AND LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. IMPLEMENTATION, INCLUDING AT A MINIMUM: no date description ROOF COVERING SPECIFICATIONS: i (1) AUGER BORING 3' MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. SHOP DRAWING SUBMITTAL INDEX OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL PRE-ENGINEERED WOOD TRUSSES D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND CONCRETE SLAB REBAR PLACEMENT ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED CONCRETE BEAM & COLUMN REBAR PLACEMENT STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND MASONRY WALL REBAR PLACEMENT Scale: CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. NOTIFY THE OWNER OR ENGINEER. CONCRETE MIX DESIGNS Project No.: 1208 ALL METAL FLASHING AND VALLEY MATERIALS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH THAT SUPPLEMENTARY POOL NOTES Drawn by: PRESSURE TREATED WOOD FRAMING SPECIFICATIONS: 2 INCH MINIMUM CLEARANCE IS MAINTAINED. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. Checked by: KG5 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, ELECTRICAL, AND POOL DRAWINGS. CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION Sheet Title SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR DESIGN CRITERIA USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR AND PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. GENERAL NOTES TIMBER FRAMED BEARING WALL NOTES: SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE � , . Lou Pontigo and 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2. MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH ENGINEER SHALL BE NOTIFIED. Sheet Number 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. SEE ABOVE Associates, Inc. ( ) SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. ' ' • 3. SILL PLATE ANCHORS -Y2%6" EPDXY ANCHORS @ 48" O.C. MAX STRUCTURAL 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6AST " P TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, E N G I N E E R S S0 * 0 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. OUTERMOST CHAIR OR SUPPORT BAR. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS , 420 Osceola Avenue ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS U.O.N. #< ;°.' Jax. Beach, Florida 32250 I 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT Ph. 904-242-0908 °f S 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC k FL: CA# $344 SC: CA# 3S79 �a. FIELD@LP-A.COM FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. 62B-33.007(5)(m)(n) NOT FOR CONSTRUCTION 93'-61/" I - 2 10'-4,/2" 6'-7y2" 10'-2Y2„ 13'-112" +-#-� FOUNDATION LEGEND 1 -3 10 -4�2 16'-1y2 13 -4 12'-691 - � _ 14" DIAMETER AUGERCAST PILE (AT MAIN HOUSE) - - - -r -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,. -• iiiiiiiiiiiiiiiiiiiiiillillillin - - - INDICATES GRADE BEAM, SEE SHEET S1.04 FOR REINFORCEMENT I N - - - _ _ _ _ _ Z, T.O.P EL T.O.P EL T.O.P ELI F T.O.P ELI7 T. EL T.O.P E1 INDICATES DETAIL NUMBER _ _T.O.P EL T.O.P EL _ I=17.16 -17.16 -17.64 =17.64 =17.64 I1 =17.64INDICATES BUILDING AND SHEET NUMBER =17.64 =17. 4 I I I I IT.O.S. TOP OF SLAB ELEVATION I ( I I ( I I RICHARD SKINNER z I I & ASSOCIATES, ARCHITECTS INDICATES DIRECTION OF OUTER BARS WITHIN i REINFORCING MAT. SEE 8/S1.05 I I I I I I " I I I I I 32204 � I 2245 St Johns Avenue Jacksonville, FL NOTES: I I I I I I I I I I I 1 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. �- 904.387.6710 www.rs-architects.com I ( I 1 I I I I I License #AA26001539 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES `- 1 N I AND STEPS NOT SHOWN. I I I I I I I I ( I I I Consultants 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION I I I I I I I I T.O.P17.6 4L INTERIOR DESIGN T.O.P EL T.O.P EL I KMH I I 1 1 T.O.P ELI I I I T.O.P EL T.O.P EL I JacksonvilleBeach,=17.64 - - - F - -17.6 - - - J _ I I - - � - 20.16 - - - - - - � �L 20.16 - - - -=20.16 1 FL N d 904.247.5408 IIIIIIIIIIIIIII11MM Ask EXTEND BARS TO WITHIN - - - - - - - - - - - - - - - - - - - - - 1 I I CIVIL ENGINEER TBD h » 3 OF TOP OF GRADE T.O.P EL - I I I I 1 4 0. EL 6,_71/2„ T.O.P EL 10'-2�2" =211,67 16'-1„ 13'-3„ 12,-8„ I � I I BEAM w/6 90' HOOK (TYP) 101 4 2 - T PILE VAR S I I I N I I I 1 MECHANICAL & I I 1 -3 "a� 1 I I "I' I I I I I I ELECTRICAL DENGINEER SEE PLAN ( I 00 I T.O.P EL T.O.P EL I I =21.67 _ =21.67 T.O.P EL I I 1 I - - - - - - - - � Z - - - _20.16 - - - S - Z - - - - � I I ( 1 STRUCTURAL ENGINEER - LOU PONTIGO AND ASSOCIATES, INC. - - - 420 OSCEOLA AVE. i JAX BEACH FL, 32250 L T.O.P EL �- -� T.O.P EL T.O.P E I 00 T.O.P EL 904-242-0908 T.O.P EL » » 1 ( =20.16 =20.16 I =17.64 =17.64 =17.64 1 13'-2" 121--2d 1 13'-3" 12 -8 1 0) ( 1 Seal iI ( '% 121-11) I I I I I `�,t® {ii{{{{f{{IHIIOy/PYJ 14"0 AUGER CAST PILE I ( J4'°�o 8 ,. �,�PO�r�o ,, 18 w/ 7-#5 w/ #3 TIES @ o i I . � 12 oc N M 1 I I I I i I I 1 1 ? No.5 z= I z +I ►� 1 I I ILU r 1 I 11 : 'Q•: S TE OF efC PILE SECTIONLL I I I 1 I 1 I I I 1 I I I I ! ''--�ssoOnlA���'.��°°� T.O.P ELI T.O.P EL T.O. EL T.O.P ELI I I 1 1 T.O.P 4 L I 17.64 =21.67 - 1 I - -21 7 =20.16 T.O.P EL T.O.P EL " - - - - - - - - -� - L - - � - - - � 20.16 - - --20.16 I Q� o i� - - -T BOT PILE I i 1 I I �_ (D L� TYPICAL PILE EL 14.00' .A.V.D I I I I I 1 1 '-81 » I I 1 1 I I B Q I ( 130-2't 12' 2Y2" 1� /2 U 1 ELEVATION S1.0 SCALE: 1/4" = 1'-0„ I ( i I I 1 1 C) QD FRANGIBLE 'r I I I I I I r I i 1 1 (D M FOOTING, SEE I I U DETAIL 3/S1.03 ( I I 1 M � Ln -� 11'-6" 12'-0" 1 1 1 T.O.P EL .O.P L 1 1 T.O.P EL 1 1 T.O.P EL T.O.P ELI I r - - - - - - - - - - - - - - - - � -1 ( I -17.64 1 - 1 .64 -17.64 -17.64 - Ln 0 17.64 f IT.O.P EL - - - - - - - -r - - - - � - - - - - - - - - - - - - - - - - - - - � <C T.O.P EL - - - - -� �.O.P EL- - - - =11.49 - - - - - - - fluum - - - - - - - - - - - - - - - =11.49 =11.49 L � " - - - - - - �- 14141, J 1 O.P E L ' ETE 30"x30" PILE CAP - - I 13'-2" 0 8'-� 7.64 16'-10„ COLUMN CAP, SEE SEE 6/S1.05 1 1 I J ISSUE DETAIL 6/S1.05, (TYPICAL) _ 1 1 1 no : date description T i SIMILAR N I I 1 11/21/12 PRELIM. PRICING N 2 2/25/1.3 PERMIT 5Ef 8'-51/2" 12'-10" - - - - - - - 3 3/7/13 REV1510N5 T.0 P EL T.0. EL 1 1 =1 .64 12'-2)/2" =17 64 4 3/22/13 ZONING REVIEW L T.O.P EL T.O.P EL T.O.P EL 5 4/2/13 BUILDING REVIEW ^N I I SEES EET S1.02 FOR 1 =1 1.49 - - r 7 =11.49 -20.16 AUGER CAST PILE PLAN G 7/24/13 PERM IT5ET o GOES HOUSE PLAN I L - - _ - - - - - - SCALE: 1 /4" = 1 '-0" REVISIONS _ NOTES: SEE SHEET S1.06 N I 1 1. T.O.P. = TOP OF PILE ELEVATION NAVD ( ) FOR POOL PLANS no date description 1 12'-8" I I COLUMN OCAP, SEE TE =N ( o0 1 FEMA RELATED DESIGN CRITERIA DETAIL 6/S1.05, I I SIMILAR I i ( FEMA RELATED DESIGN CRITERIA N I I FRANGIBLE 04 I I FEMA (BFE) - FEMA FLOOD ZONE "X" 30"x30" PILE AP FOOTING, SEE I DEP MONUMENT NUMBER - R46 Scale: DETAIL 3/S1.03 ( 100 YR. STORM ELEVATION - +16.3 NAVD (FROM MONUMENT) Project No.: 1208 SEE 05 / TYPICAL 100 YR. STORM DESIGN GRADE ELEVATION - +4.4 NAVD (FROM MONUMENT) (TYPICAL) T.O.P L I BOTTOM OF PILING - -14.0 NAVD Drawn by: _ - - - - - HORIZONTAL STRUCTURAL ELEVATION MAIN HOUSE - +16.64 NAVD - -= - BOTTOM OF LOWEST HORIZ Checked by: RG5 Irl I I- -� - - - - - --� -11'49 M� ``� BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION GUEST HOUSE - +16.33 NAVD AUGER CAST IL Sheet Title will ill_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T O.P EL T.O.P EL 1. FOUNDATION IS SUPPORTED BY 14"0s AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI, 39 L T.O.P EL -� -T.O.P EL -L -r - J=11.49 =20.16 TONS COMPRESSIVE CAPACITY, 20 TONS IN TENSION CAPACITY AND 5 KIPS IN SHEAR. AUGERCAST =11.49 =11.49 11'-4" 12'-0" 8'-5" 12'-102" 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. PILE PLAN 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR Lou Pont 1 g o and Sheet Number AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH Associates, Inc. THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH � ` ¢ f STRUCTURAL AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED { ENGINEERS PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES AND DEVIATION OF rqfiR 420 Osceola Avenue EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD _ _ Jax. Beach, Florida 32250 n 1 UPON COMPLETION OF THE AUGERED PILE WORK. " Ph. 904-242-0908 2 °t 18 FL: CA# 8344 SC:CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION 22'-81 " 42'-4)/4" 81_890 21'-434.1 ellI FOUNDATION LEGEND 1 TOP 8E----8 $ - �, _ s1.o4 TO OF GRADE TOP OF GRADE TOP OF GRADE s1.o4 - TOP OF GRADS - - - - - - BE = 19.0 +' , 1 14 DIAMETER AUGERCAST PILE T. PILE EL.-+21.26 NAVD TOP OF GRADE BE = 18.33 - BEAM = 19.0 - BEAM 19.0 BEAM = 19.0 _ 4 (AT MAIN HOUSE) -L- - - - - - - - - - - - - - - _ - - - - - - - S -L -� N _S- -L BEAM = 19.0' - - - - - - - - - - - . w w _��- INDICATES GRADE BEAM, SEE SHEET S1.04 FOR REINFORCEMENT T/SLA - - - � �w� 777 - - - - ;/3 aM7 N INDICATES DETAIL NUMBER 22.63 I I <04 1ao N 7 1 T. .S. 20.88' N A I ILL �.o INDICATES BUILDING AND SHEET NUMBER `- I LOPE_ S1.o5 _ I ,� II I ,- II I I I I S1.04 I I RICHARD SKINNER T.O.S. TOP OF SLAB ELEVATION I I I & ASSOCIATES, ARCHITECTS I p I I I Iw- D I 1 INDICATES DIRECTION OF OUTER BARS WITHIN p o I aO W N O N Q I REINFORCING MAT. SEE 8/S1.05 < of I T.O.S. 21.33' NAVD /SLAB I I �m I ,._m I I •- Q ; N I I I 2245 St Johns Avenue Jacksonville, FL 21.33 T/SLAB N � N T SLAB I 32204 p II I NAVD I I I 22.64' I I II I I II +21.21' O I I I 904.387.6710 www.rs-orchitects.com NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. O I M 1 T/SL B I NAVD I I I p NAVD IlL Q I I ( License #AA26001539 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES a W I AND STEPS NOT SHOWN. r o m �� I NAVD I 1 m I I p W � m I ARCHITECTURAL PLANS PRIOR TO ~ I II I I Consultants 3. COORDINATE TOP OF SLAB WITH A o ( I I i Q I 1 4 � I �, � � INTERIOR DESIGN CONSTRUCTION I Q I T/SLAB TOP OF GRADE _ TOP OF GRADE S1.o4 I -I BEAM 19.0' BEAM = 19.0' m +18.33 I I TOP RADE I TOP OF GRADE I KMn Design L, N I I Jackson FL Beach, - - - - - � - - - - � NAVD BE = 2.64 BEAM = 22.64 - - � - - - - - L - - - - - - - - � - - - - - - - - - - - I 904,247.5408 - ----------- - _ - - - - - 1 - - - - - - SLOPE I I CIVIL ENGINEER La 6'-5 " 1 _- - - - - - - - - - - - - - � - - z [-F TBD 4 16x16 MASONRY 7" REINFORCED CONCRETE a I I UJ Q I PIER w/4-#5 VERT. SLAB FORMED ON FILL W/ I I< N I IQ N I "ter I I A & � I I T/SLAB A CONTINUOUS MAT OF #4 0 � � 8x15 CONCRETE I � 1 MECHANICAL II ( ( 22,38 T/SLAB 0 12"o.c E.W. BOTTOM i to II T/SLAB I ICN COLUMN SEE DETAIL I � S1 04 ELECTRICAL ENGINEER I z ( I +21.21 I Ip 4/S1.05I I TBD 00 OItL I I ( NAVD 22.64' 4 I (� m s NAVD I>Z Q o m I I I ) NAVD S1.04 TOP OF GRADE i I o W EAM = 22.64 - �J S1.04 I I t- m - � - -L - - � - -� - - - - - I 4 I STRUCTURAL ENGINES - -- � - - - LOU PONTIGO AND ASSOCIATES, INC. `1 420 OSCEOLA AVE. - - - - - �_ - - JAX BEACH FL, 32250 I--w Q TOP OF GRADE - -� ( r� 904-242-0908 2 CL BEAM = 22.64 I 1 I I I Seal SPAN I I Y3 S AN I 4'-033/4" 1.05 '_1`' I I SPAN SPAN 5 LO I I 0- 10 It o 0 0 °'I I 51.04 I I �k,�p�lr�u1►llenll►fla/rtrrt,�ti® Q 0I 7" REINFORCED CONCRETE N I Y3 SPPlN ` ,"" •Q10-` � i Y3 SPA x I I I ,.� �� 1 •., III It SLAB FORMED ON FILL W/ N I I 012"o.c T P i 1� #5012"o.c TOP I I o N •'+ !•' � o II 8 x24 CONCRETE 1 1 A CONTINUOUS MAT OF #4 b : S I 1 AT ALL BEAMS < � o N � QLLJ �.v QI @ 12"oCL W .c E.W. BOTTOM TY TYP.) I itC.4SEE DETAIL Q - I 1 *311 vY W- ) � OR MI H- Q ) I a 4" CONCRETE i 1 11 4/S1.05 a NI I 7LA EIFORMEDDONOI ILL WE _* STATE OF c+^ ' L LJ 8x2 o S / 1 I I 1� COLUMN SEE DETAIL L` 111 A C NTINUOUS MA 0 #4 .1°�•'•. F �`.•' �`- I I z o I . C0R�C?.. S1.04 1 Ir4/S1.05 ( I m < aI @ 1 "o.c E.W. BOT OM I ;��o�. .•...... • ee I TOP OF GRADE I I T I I �� W `� ��jf�OBPII 1111ItU1ltift9',a,}_ m - -BEAM =22.39' - S - - L BEAM - .3 " - - - - - - - - - - - - I SLA I I Uto U VD NAV 1 I r P OF GRADE TOP OF GRADE -I �4 (D "' I I T.O.S. 23.63' NA 1 ( EAM 21.21' I 1 BEAM = 21.21 a- 1 ( 1 N I I T.�.S. 10.88' NAVD I I S1. 4 - > I I Q �,,,i w 15'-7" 6'- I o M T/SLAB S1 04 I 2 '-4�4" I I 13'-1" = I (D U IXV I o N 22.63' o N I 1 1 37'-5%4" I I I U III I N CONCRETE CORNER I 1 W 11 NAVD - 1 I I I I COLUMN, SEE DETAIL o � Q I wa N I I (D m as I 9/S1.04 `i' I to W o I I I I m U RM m i i CONCRETE CORNER o I m a I I U) I I I I Ln ~ ( I COLUMN, SEE DETAIL 4 9/s1.04 04 m - I - - - - � - - - - - - - - _ - - - - - - - - - - - - - - -Boom-- °''OP OF GRADE �- TOP OF GRADE Z - TOP OF GRADE TOP OF GRADE - - - - - - _ _ INSTALL 4 GROUT FILLED BEAM - 19.0 1 TOP OF GRADE BEAM1 1 ISSUE REINFORCED CELLS EACH SIDE OF CORNERS, BELOW CONCRETE INSTALL 3 GROUT FILLED 1 I BEAM = 19.0 S1.04 no date description COLUMN, SEE DETAIL 9/S1.04 REINFORCED CELL BELOW 1 11/21/12 PRELIM. PRICING CONCRETE COLUMN, SEE 2 2/25/13 PERMIT SET DETAIL 9 S1.04 - - -' - - 3 3/7/13 REV151ON5 TOP OF GRADE BEAM = 19.0 1 4 3/22/13 ZONING REVIEW S1.05 g'-934" 13'-3y4" 13' » 5 4/2/13 BUILDING REVIEW SEES EET S1.02 FOR 17'_434» 37'-5Y4» G 7/24/13 PERMIT 5Ef 21'-9" GUES HOUSE PLAN REVISIONS 7 634' no date description LFFESHEET S1.06 POOL PLANS FOUNDATION Et Scale: GROUND FLOOR REINFORCEMENT PLAN 2 - Project No.: 1208 SCALE: 1 /4" = 1 '-0" S1.06 I 1 Drawn by: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I Checked by: RGS 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO r I THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, I Sheet Title ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOUNDATION ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. - - - - - - - - - - - - - - - - J & GROUND 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. FLOOR 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% R EI N F. PLAN MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Lou POntlgo and Sheet Number r a ra Associates, Inc. r ' STRUCTURAL ENGINEERSsi " 01 420 Osceola Avenue Jax. Beach, Florida 32250 Q ' 3 of 18 Ph. 904-242-0908 FL: CA# 8344 SC:CA# 3579 FIELD LP-A.COM T FOR CONSTRUCTION @ NO 12x16" CONCRETE SEE r.. COLUMN, D S1102 2/S1.03 (TYPICAL) IL �►,�, , f;. ; , -. f - - - - - - - U - - --7) /3 s1.o3 I I I 2 RICHARD SKINNER 4 CONCRETE _ S1.03 & ASSOCIATES, ARCHITECTS S4.2 COLUMN, SEE — — — DETAIL 6/S1.05 T O.S. 13.13 N D 2245 St Johns Avenue Jacksonville, FL 32204 I 1 I 1 I I I 12" MASONRY WALL BELOW 904.387.6710 www.rs—architects.com �� License #AA26001539 1 COLLAR BEAM. 8 MASONRY s1.02 WALL ABOVE COLLAR BEAM 8" MASONRY Consultants I I TOP OF GRADE WALL INTERIOR DESIGN BREAK AW,4,Y SLAB I BEAM = 21.0' HOOK VERTICAL WALL KMH Design ON GRADE WITH SAW Jacksonville Beach, CUTS @ 43" ON—CENTER �� REBAR 6 INTO BOND FL — — — — — — — — — ;—� BEAM 904.247.5408 _ — I — — _ EL. NAVD CIVIL ENGINEER T— —T— 7" REINFORCED CONCRETE TOP OF TBD SLAB FORMED ON FILL W/ . TABLE A CONTINUOUS MAT OF #4 I 1—COARSE MASONRY NON—STRUCTURAL 12"o.c E.W. BOTTOM BOND BEAM 2—#5 REBAR, FRANGIBLE WALL 1 EACH COARSE MECHANICAL & 1 T/SLAB I Q ELECTRICAL ENGINEER TBD CONCRETE — — — — — — — — — — +21.0' I COLUMN, SEE NAVD 4 DETAIL 6/S1.05 I I I ( STRUCTURAL ENGINES S4 2 1 I I I I i TOP OF GRADE "+ LOU PON4IGO 20 O AND EO SSOCI TES, INC. A AVE. s1.o3 — — BEAM = 21.0 — — ( JAX BEACH FL, 32250 — — — — — — — — — — — — 904-242-0908 F 'tr EL. +23.73' NAVD 2—COARSE MASONRY BOND BEAM AT FLOOR - '0``,111 I TOP OF FLR TRUSS Rs /[/m SYSTEM. WITH 2—#5 a rtltl,tltl9! . '4•y *F �- - - v - - -v - - v — —v - - v—J REBAR, EACH COARSE ,. �ON •,• °- M M S1.02 2 N 'B ��o U) . e N S1.03 f O S OF `�' Z E GUEST HOUSE • . FLOOR E' ••........a ,fir. J ss N>� • SYSTEM �'O �o, . L►`o " _..I GROUND FLOOR FOUNDATION PLAN • = 1 '-0" SCALE. 1 f 4 12" MASONRY QD STRUCTURAL WALL U C) o _NO > IL 115/8"x16" CONCRETE (� Q COLLAR TIE 2/S1.03 U U 0 EL. +16.5' NAVD �, m 12x16" CONCRETE BOTTOM OF BEAM U z LO 2 1 COLUMN, SEE DETAIL S1.03 51.02 2/S1.03 (TYPICAL) > Ln Ln Q + O Z O pry 12"x16" 1 L J 10x20 i CONCRETE BEAM W/3—#5 TOP AND 51.03 ;. 2 J w FRANGIBLE FOOTING ISSUE r.._ , S1.03 m SEE DETAIL 3/S1.03 BOTTOM & #3 = C, w p no date description " ?'.r=:? Z w 1 1 1/21/12 PRELIM. PRICING STIRRUPS ® 8 <-;.;:1 " „ 4" BREAK AWAY SLAB ON—CENTER ``; 8x16 LINTEL, `` ON GRADE 2 2/25/13 PERMIT 5ET SEE DETAIL 1//S1.03 ? SEE DETAIL 4/S4.0 t•; 3 3/7/13 REVISIONS TYPICAL FOR ALL 1 EL. VARIES' OL 4 3/22/13 ZONING REVIEW —LINTELS—U.O.N � 51.02 TOP OF SLAB 5 4/2/13 BUILDING REVIEW 7/24/13 PERM IT SET r' W ® <T Ld REVISIONS wno date description o 1 SECTION & S1.02 SCALE: 3/4" = 1'-0" S4.2 Z r' O rY 2 Scale: S1.03 RY Project No.: 1208 x N Drawn by: � WALL VE 3 A3 COLLAAM Checked by: RGS S1.03 Sheet Title GUEST HOUSE FOUNDATION 1 & GROUND S1.o2 2 PLAN S1.03 Lou Pontigo and Sheet Number Associates, Inc. " STRUCTURAL ENGINEERS GUEST HOUSE 420 Osceola Avenue 1 ,, 02' Jax. Beach, Florida 32250 q- of 8 « * k' Ph. 904-242-0908 GROUND FLOOR FRAMING PLAN '' ��� � FL: CA# 8344 SC: CA# 3579 _ SCALE: 1 f4" = 1 '—O" FIELD@LP-A.COM NOT FOR CONSTRUCTION L I - - V v OPEN LINTEL BOND BEAM WITH -; 2—#5 TOP AND BOT. RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 8" CMU 32204 904.387.6710 www.rs—architects.com License #AA26001539 EL. +' NAVD TOP OF WATER EL. +' NAVD -r ---, Consultants I --,• _ TOP OF WATER TABLE •p: 2X8 P.T. PLATE. TABLE INTERIOR DESIGN a N FASTEN. TO BE ' I P.I ''•1 I I I I •r'• KMH Design Y2» I.• . THREADE. I , , Jacksonville Beach, 2—COARSE BOND BEAM EPDXIED 3Y2" SP, 2—COARSE BOND BEAM a . a'p 1 I I I I I a'p I I I I I I ' ' FL AT FLOOR SYSTEM d a ' O.C. AT FLOOR SYSTEM �' I' .; '.- •I , '. I ' I I I I I I , a. I I I , I I , I I - 1 - r 904.247.5408 i. � � ..�... .I .I` �:� �. I•e .1 I I I I I �' ��.'•• A 1 I I I I I I .I .� � CIVIL QD WEER ELEV. +23.73' 1•. I. - STRUCTURAL 12" MASONRY ; d I• • L 1 I I I 1 I I I. • I. I I I 1 I t I Id I TOP OF SUBFLOOR .I • I : I I 1 I I I I I • I :.,r 1 I 1 1 I I I ° �1•p WALL WITH #5 VERTICAL MECHANICAL & —�� _ • ° • ( I •II, II II II II II II II II I I I #5 DOWEL BAR. MBED I II I I I I 4 . �I @ 24 O.C. ELECTRICAL ENGINEER INTO TIE! BEAM .• I- la. f I I I I I II °I'^. .f 1 I �� 1 '' .I • , :?I ,e. .. - ...° I. 'I .I I1BID 2 MIN W/90•I HOOK T - I .I • a� d. • 1 I I 1 1 1 1 ad• i I + d:• I •I I ° . �• . .•4 ' ' ^' 1 1 I I I I r I v! I I I I I 1 1 , , ELEV. +21.00, < I•_• ,Iq 'I I 1 I I I I I°.� .I° 'I I 1 I I I 1 1 }..� •i 4 1 1 r I 11 x16 3— 5 TOP STRUCTURAL ENGINEER FLOOR IN WORK I 4': I 4': , I I I 4.• I I I I I 9 MID, & BOT. LOU PONTIGO AND ASSOCIATES, INC. 420 OSCEOLA AVE. ROOM ! I ! ! & #3 STIRRUPS JAX BEACH FL, 32250 ,d. I° I'° 1 I I I I I I I^ � I'° 1 I I I I I I I 9•-' � f I ,•,. I °, •• I I ! I I I I I. .! , .I 1, •1 .F i I I i I I 1 'I. .P I I I I I I I I ! @ O" O.C. _J __J I�.- .1 • I I I i I I I I I I - I I I I I I I I d 904-242-0908 d 12"x16" CONCRETE BEAM I I I I I Q ♦`v� =p K.r I: d W/3—#5 TOP AND i 1 I I 1 i 1 1 I I I , I I °I n ,m♦♦` s',����t'C:.l ijSS°! s d �^ �.. as as CONCRETE COLLAR STIRRUPS ° " — TERSEE di'• dr .. .1.. L ;°• 1 d :Id .,• .q . '1. . .1• :i ,. d°. • No 33 ' BEAM SEE 2/S1.03 d • -:•A p •.•I 'd I:�. .I ' •.� .j 4 , • , ,. , v • •�, ••' 4; I' • 1. s' I .•d ..�I' � a .�. • m ;G7 -r 1 . I d • , r' I i d' i e.• •I ,I I • ° • �: i. .d• p: . d • . d ° f •,. NAVD EL. +16.5 - • Cy O BOTTOM OF BEAM d -o;• ST OFQ i , • e qq •n ELEV. +16.5f 4 4 •°°•• BOTTOM OF GRADE — — visit BEAMS q _ ° �... — F ANGIBL WALL °a UMN 1 x16" NCRE OAKIr%CONCRETE ER •' Q� $ • a ° I 3 a ii= Ir • SEE 6/S1.05 STIRR PS @ O.C. ELEV. +13.13' --- — _ Ask GARAGE FLOOR ° ' 'SIL O o L_— Q� U 0 FRANGIBLE FOOTING C) CONCRETE COLUMN CAP AUGER CAST SEE PLAN AUGER CAST SEE DETAIL 3/S1.02 Li Li Q) 22 PIER PILE CAP m U PIER SEE DETAIL 6/S1.05 Ln (_O 1 GARAGE WALL ELEVATION1— 5 IN CONC. FILLEDLn 0 1.03 CELL EA. SIDE OF JOINT ri GARAGE WALL ELEVATION 1.03 (D Q HECKMAN DOVETAIL TRIANGLE TIE ISSUE (#103) W/DOVETAIL ANCHOR SLOT TROWELLED MORTAR —JOINT 4'-8" p +� no date description (#100) @ 24» O.C. VERT. MIN. (5) MAX. 1 DEEP MAX. O.C. 1 1/21/12 PRELIM. PRI IN PER 4'-8" BREAK AWAY PANEL. SEALANT W/BACKER ROD SHEAR CAPACITY = 742 #/FT CONCRETE SECTION ,A- A 2 2/25/13 PERM IT SET BEAM 3 3/7/13 REV1510N5 I 4 3/22/13 ZONING REVIEW A ° 4 d a d ° ' d ° HECKMAN DOVETAIL TRIANGLE TIE UILDING a d ° d 4 dd d (#103) W/DOVETAIL ANCHOR SLOT C. 7/24/33 PERMIT g� VIEW ELEV. 16.5' NAVD ` . �, 4 a d d (#100) @ 24" O.C. VERT. MIN. (5) BOTTOM OF BEAM PER 4'-8" BREAK AWAY PANEL.d d REVISIONS d 4 4 d — SHEAR CAPACITY 742 — #/FT 1/2" MIN. PERIMETER ISOLATION no date description JOINT W/BACKER ROD s g. AND SEALANT. SEE ' SECTION A—A d d d d 12" FRANGIBLE CMU WALL W/#5 @ DOWEL BAR 16" O.C. MAX. IN GROUT �'. FILLED CELLS (5 EACH PANEL). Scale: EMBEDDED INTO FOOTING BELOW. e d d d DO NOT DOWEL INTO d d d. . d . . d d Project No.: 1208 BEAM ABOVE. Drawn by: °' °' aG Qd aG °G °d Checked by: RG5 ELEV. GRADE d d 4 d A d d ° ' Sheet Title A A I GUEST HOUSE DETAILS 10x20 FOOTING w/1 x4x12$1 4'-8" MAXIMUM WIDTH 1 x4x12"Ig KEYWAY Lou P o n t i , and d \— AT POUR BREAKS �` x �� 3 � � Sheet Number KEYED JOINT AT 4 -8 O.C. Associates, Inc. 1 PROVIDE 2—#5 REBAR. BREAK EACH PANEL (TYP) ��� I STRUCTURAL { REBAR AT JOINTS ENG NEER S 420 Osceola Avenue S 1 ,, 03 Jax. Beach, Florida 32250 of 8 TYPICAL FRANGIBLE UNDER-SLAB WALL ELEVATION Ph. 904-242-0908 7 FL: CA# 8344 SC:CA# 3579 SCALE: 3/4" = V-0" -S, FIELD@LP-A.COM NOT FOR CONSTRUCTION i I II 2'-610 I/ 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING F T 1f o _ #5 @ 12" OC TOP ~- SEE PLAN , `-4 TOP OF SLAB 18"X18" CONCRETE • • • #5 DOWEL BAR. GRADE BEAM WITHCL 4 @ 12" OC EA. a a 4- 5 TOP AND BOTTOM # -' # f, 2- 4 SUPPORT °° & 3 STIRRUPS @ 12 # -I w WAY. BOTTOM C) L #5 DOWEL BAR @ 12 O.C. o # v , SEE DETAIL ABOVE O.C. • • • • J EL. +21.33 NAVD RICHARD SKINNER PO BOTTOM OF GRADE BEAM & ASSOCIATES, ARCHITECTS EL. VARIES EL. VARIES 1'-9" GRADE BEAM REINFORCING, 2245 St Johns Avenue Jacksonville, FL TOP OF SLAB Y TOP OF SLAB 4-#5 TOP & BOT. W/ #3 32204 8" MASONRY STEMWALL 904.3876710 #wAwAw2.r6s0-0a1r5c3h9it ects.com WITH #5 DOWEL BARS icense GRADE BEAM AND STRUCTURAL SLAB @ 24" ON-CENTER — I � #4 @ 12" O.C. `- BOTTOM OF j GROUT ALL CELLS. I I EACH WAY BOTTOM SLAB (BEYOND) 3 SECTION Consultants 7" CONCRETE - S1.04 SCALE: 3/4" = 1'-0" INTERIOR DESIGN CONCRETE SLAB — ff ,f KMH Design 16' x16" MASONRY PIER g -�� WITH 1-#5 VERTICAL Jacksonville Beach, VAPOR BARRIER a REBAR IN EACH CELL 904.247.5408 EL. +20.0' NAVD a EL. +20.0' NAVD a » GRADE GRADE - #4 @ 12 O.C. CIVIL ENGINEER „ - EA. WAY. BOTTOM 7" STRUCTURAL TBD 18 x18 CONCRETE ( I 18"x18" CONCRETE CONCRETE SLAB GRADE BEAM WITH GRADE BEAM WITH #5 @ 12" O.C. gift #5 DOWEL BAR @ 12" O.C. EL. +19.0' NAVD 4-#5 TOP AND BOTTOM EL. +19.0' NAVD (- - 4-#5 TOP AND BOTTOM W/ STD 90' BEND STEP SEE ARCH w/12" 90' HOOK MECHANICAL & TOP OF BEAM & #3 STIRRUPS @ 12" TOP OF BEAM & #3 STIRRUPS @ 12" EL. +21.21' NAVD 7" STRUCTURAL (Ys SPAN) O.C. I I O.C. TOP OF SLAB - CONCRETES AB EL. +22.64' NAVD ELECTRICAL ENGINEER I I � —� 18'x18" CONCRETE TBD PROVIDE HORIZONTAL JOINT I I 30" WIDE x 24" - . . TOP OF SLAB GRADE BEAM WITH » I I DEEP PILE CAP 00 N 4-#5 TOP AND BOTTOM #5 DOWEL BAR REINFORCEMENT AT 16 O.C. I I -I - @ 24" O.C. VERTICALLY (EVERY OTHER �� -- - _ & #3 STIRRUPS @ 12" STRUCTURAL ENGINEER COURSE). TERMINATE JOINT _22 EL. +19.64' NAVD 0' #4 @ 12" O.C. Fl � O.C. LOU PONTIGO AND ASSOCIATES, INC. 420 OSCEOLA AVE. BOTTOM OF EACH WAY BOTTOM REINFORCEMENT AT CONTROLEL. +21.33' NAVD JAX BEACH FL, 32250 JOINTS 3-#5 EACH WAY GRADE BEAM GRADE BEAM REINFORCING, 1'-6" 7" .CONCRETE TOP OF SLAB 904-242-0908 EXTEND PILE REBAR 4-#5 TOP & BOTTOM W/ CONCRETE SLAB Seal TO TOP OF GRADED BEAM #3 TIES @ 12" O.C. \OMAINTAIN 3 OF COVER 14 AUGER CAST PILE VAPOR BARRIE �:' °° PER DETAIL 1/S1.0 GRADE BEAM W 4" STEP ',,�J �� SEE PLAN FOR LOCATION '���,��\ ���'EN,9 ���� 1 SECTION 2 SECTION 5 SECTION 6 SECTION = o _ 3112 e>s e 1.04 1.04 1.04 1.04 TATI= OF< 1: Z-611 too aauh�P� #5 DOWEL @ 12" O.C. #5 @ 12" OC TOP @ TOP 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING 2-#4 SUPPORT #4 @ 12" O.C. N O SEE PLAN CONTINUE THRU O • TOP OF SLAB RECESS C.) - aEL. 21.21 O ---� --- TOP OF SLABB T Q� 7" STRUCTURAL o �� i� #4 @ 12 OC EA. - — > Icn WAY. BOTTOM o #5 DOWEL BAR @ 12 O.C. Q ^ CONCRETE SLAB SEE DETAIL ABOVE lint co N PILE CAP SEE IL A • • M PLAN FOR LOCATIONS EL. � � U GRADE BEAM REINFORCING #4 @ 12" O.C. .I�� _ Y TOP OF SLAB � U QD CONTINUOUS THROUGH EL. +20.64' NAVD (Z-BAR) =I v PILE CAP, SEE SECTION BOTTOM OF PILE CAP 4/S1.01 7" CONCRETE ( m U CONCRETE SLAB #4 @ 12 OC EA. OUTLINE OF GRADE BEAM Ln +J � EL. +20.0 NAVD EL. +20.0 NAVD WAY. BOTTOM BEYOND, SEE SECTION <c LO VAPOR BARRIER J GRADE GRADE — 4/S1.01 I 14"0 AUGER CAST PILE - �4_1 � 7 > Ln o PER DETAIL 1/S1.0 1 -2 SEE PLAN FOR LOCATION o � � -+--� Q i 3-#5 EACH WAY f ff EL. +19.0 NAVD EL. +19.0 NAVD ABOVE PILE 2'_6" 18x18 CONCRETE TOP OF BEAM TOP OF BEAM , GRADE BEAM WITH 18'x18" CONCRETE 4-#5 TOP AND BOTTOM GRADE BEAM WITH & #3 STIRRUPS @ 12" #5 DOWEL BAR 4-#5 TOP AND BOTTOM O.C. @ 24 O.C. & #3 STIRRUPS @ 12" ISSUE SINGLE PILE CAP AND STRUCTURAL SLAB O.C. no date description 1 1 1/21/12 PRELIM. PRICING 4 SECTION 7 SECTION 8 SECTION 2 2/25/13 PERMIT SET 3 3/7/13 REVISIONS 1.04 1.04 1.04 4 3/22/13 ZONING REVIEW 5 4/2/13 BUILDING REVIEW F 6 7/24/13 PERM IT SET PROVIDE HORIZONTAL JOINT a REVISIONS REINFORCEMENT AT 16" O.C. no . date description VERTICALLY, (EVERY OTHER #5 BAR @ 12 O.C. - COURSE). TERMINATE JOINT REINFORCEMENT AT CONTROL ` "' ` EL. VARIES JOINTS TOP OF SLAB 8" MASONRY STEMWALL WITH #5 DOWEL BARS — #4 @ 12" O.C. COLUMN Scale: @ 24" ON-CENTER "; .� I I- EACH WAY BOTTOM Project No.: 1208 GROUT ALL CELLS. 7" CONCRETE #5 @ 12 O.C.-\ CONCRETE SLAB W/ STD 90' BEND Drawn by: EL. 21.33' Checked by: RGS VAPOR BARRIER '' TOP OF SLAB EL. +20.0' NAVD EL. +20.0 NAVD Sheet Title GRADE -- � GRADE .�{ FOUNDATION GRADE CONCRETE °M WITH =1 SECTIONS AND j 4-#5 TOP AND BOTTOM ' EL. +19.0' NAVD I „ EL. +19.0 NAVD '`::' TOP OF BEAM & #3 STIRRUPS @ 12" ' ' TOP OF BEAM 18'x18" CONCRETE DETAILS O.C. GRADE BEAM WITH 4-#5 TOP AND BOTTOM Lou Pontigo and Sheet Number & #3 STIRRUPS @ 12" Associates, Inc. CORNER COLUMN STRUCTURAL #5 DOWEL BAR #5 DOWEL BAR O.C. ':R' E N G I N E E R SS 1 @ 24" O.C. @ 24" O.C. 420 Osceola Avenue , 04 a µ s q Csa r'y '�r �e ' >^ Jax. Beach, Florida 32250 Q I f 6 of 18 Ph. 904-242-0908 9 CONCRETE COLUMN AT EXTERIOR WALL ri SECTION 4 = FL: CA# 8344 SC:cA# 3579 FIELD@LP-A.com 1.04 1.04 NOT FOR CONSTRUCTION I I h 2'-6" h 2,-6f, I fi Pl 77 fi N 4. r i• #5 DOWEL BAR #5 DOWEL BAR @ 12" O.C. #5 DOWEL BAR SEE DETAIL ABOVE J EL. +22.5' NAVD z #5 DOWEL BAR @ 12" O.C. o #5 DOWEL BAR @ 12" O.C. RICHARD SKINNER SEE DETAIL ABOVE SEE DETAIL ABOVE & ASSOCIATES, ARCHITECTS 8" MASONRY STEMWALL _ EL. +21.33' NAVD EL. VARIES ,� WITH 5 DOWEL BARS 1 #4 @ 12 O.C. - - 2245 St Jahns Avenue Jacksonville, FL TOP OF SLAB EL. +22.5' NAVD @ 24" ON—CENTER I j EACH WAY BOTTOM 904.387.6710 3ww0. s—architects.com GROUT ALL CELLS. 7" CONCRETE License #AA26001539 #4 @ 12" O.C. - I 8" MASONRY STEMWALL CONCRETE SLAB Consultants EACH WAY BOTTOM I #4 @ 12" O.C. I WITH #5 DOWEL BARS 7" CONCRETE EACH WAY BOTTOM @ 24" ON—CENTER _ INTERIOR DESIGN CONCRETE SLAB 7" CONCRETE GROUT ALL CELLS. I Jacksonville Beach, CONCRETE SLAB I VAPOR BARRIER EL. +19.0' NAVD FL � 18"x25" CONCRETE 904.247.5408 J #5 @ 12" O.C. = GRADE BEAM WITH CIVIL ENGINEER 0 7—#5 TOP AND BOTTOM 18"x18" CONCRETE W/ STD 90' BEND I=1 GRADE BEAM WITH I & #3 STIRRUPS @012C'° 4—#5 TOP AND BOTTOM EL. +19.0 NAVD ,�, MECHANICAL & � & #3 STIRRUPS @ 12" ELECTRICAL ENGINEER O.C. 18"x18" CONCRETE 2,-1„ TBD GRADE BEAM WITH 4—#5 TOP AND BOTTOM & #3 STIRRUPS @ 12" f STRUCTURAL ENGINES 7" CONCRETE O.C. 2 —6 LOU PONTIGO AND ASSOCIATES, INC. I CONCRETE SLAB • ••. 420 OSCEOLA AVE. a JAX BEACH FL, 32250 1 SECTION 2 SECTION 904-242-0908 �, Seal Uj ` 1.05 1.05 I [t, CONCRETE COLUMN MASONRY COLUMN @ 12" O.C. w/6—#5 VERTICAL AND 3 MASONRY PILASTER N ,` ,o�"`""�.agFat "1°' <®eC7 0 #5 DOWEL BAR # WITH 4—#5 VERTICAL AND #5 DOWEL BAR J ... SEE DETAIL ABOVE STIRRUPS @ 6" O.C. #3 STIRRUPS @ 8" .��'�`,�;.•'�.�G�' °•. ` O EL. +22.64' NAVD w ON—CENTER No.5331LL4 ZD #5 DOWEL BAR AT •, A � CONCRETE COLUMN EACH CORNER AT OF - w/6—#5 VERTICAL AND #3 a PILASTER ,o STATE OF LL �° 8" MASONRY STEMWALL J ,.�0'•:�C P.••° STIRRUPS @ 6 O.C. OR10 #4 @ 12 O.C. COLUMN SECTION WITH #5 DOWEL BARS o #5 DOWEL BAR @ 12 O.C. Sfi''f' r+iii E i iA4t4tRiA, ei6 EACH WAY BOTTOM #5 DOWEL BARS, @ 24 ON—CENTER SEE DETAIL ABOVE '2'�'�. ,• '' 7" CONCRETE EMBED INTO GRADE GROUT ALL CELLS. CONCRETE SLAB #4 @ 12" O.C. a BEAM BELOW WITH EL. VARIES EA. WAY. BOTTOM T P OF SLAB 90' HOOK _ TOP OF SLAB U EL. +21.33 NAVD o • #5 @ 12 O.C. PLAN STEP SEE ARCH W STD 90' BEND a • 8" MASONRY STEMWALL / EL. +20.0' NAVD ( (-1 " 0 WITH #5 DOWEL BARS EL. +21.21' NAVD 7" STRUCTURAL GRADE �) CONCRETE ESLAB (D LL - TOP 24" ON—CENTER TOP OF SLAB - CONCRETE S AB �_ I > o — GROUT ALL CELLS. • • VAPOR BARRIER •00 N EL. +19.0 NAVD w I I TOP OF BEAM 0 U EL. +18.33' NAVD r U U �' EL. +19.71' NAVD • • • • 0) Q) M qr IF 01,70 BOTTOM OF #5 DOWEL BAR PROVIDE HORIZONTAL JOINT M GRADE BEAM GRADE BEAM REINFORCING, @ 24 O.C. U 1 —6 REINFORCEMENT AT 16 O.C. _ I 18"x18" CONCRETE 4—#5 TOP & BOTTOM W/ > » VERTICALLY, (EVERY OTHER Ln GRADE BEAM WITH #3 TIES @ 12" O.C. 18'x18" CONCRETE COURSE). TERMINATE JOINT > 4— 5 TOP AND BOTTOM TE CONCRETE — GRADE BEAM WITH > Ln 0 # 7 CONCRETE BOTTOM REINFORCEMENT AT CONTROL 4 STOPANDB — & 3 STIRRUPS @ 12" O.C. # JOINTS # SLAB w 5 @ 12 & 3 STIRRUPS @ 12 O.C. TOP AND BOTTOM CONCRETE COLUMN AT GRADE BEAM # O.C. T 3 SECTIONr47**� SECTION 5 SECTION 1.05 1.05 1.05 ISSUE no date description OUTER BARS. WHERE 1 1 1/21/12 PRELIM. PRICING REQUIRED 2 2/25/13 PERMIT 5ET J 3 3/7/13 REV1510N5 U T SLAB= BEAM NOTES s 4 3/22/13 ZONING REVIEW ql�T BEAM 1. TOP BARS MARKED CONTINUOUS SHALL BE SPLICED AT BEAM MIDSPAN. • 5 4/2/13 BUILDING REVIEW 4 (40 BAR DIAMETERS) • • G 7/24/13 PERMIT 5ET ff „ #5 VERTICAL T SLAB 2. BOT BARS MARKED CONTINUOUS SHALL BE SPLICED OVER COLUMN. 2 CLR 1 4 BAR (40 BAR DIAMETERS) 4 3. PROVIDE 40 BAR DIAMETER SPLICES. 2 LAYERS OF REVISIONS 4. WHERE BEAM TERMINATES INTO SLAB, OMIT END TOP BAR HOOK INNER BARS 6 MIL VAPOR BARRIER a no date description :. _ ► AND EXTEND INTO SLAB 40 BAR DIAMETERS. (LAP SEAMS) •:• CONC. COLUMN ' SEE PLAN TYPICAL BEAM 5. VERTICAL SPACING OF BARS IS EXAGERATED FOR CLARITY, BARS ARE . OUTER BOTTOM BAR. SEE 9 r 115i�" #5 VERTICAL WHERE BEAM TERMINATES AT A SLAB. EXTEND ACTUALLY TIED TOGETHER ALONG BEAM SPAN. PLAN FOR DIRECTION BAR I TOP BARS INTO ADJACENT SLAB. (AT UPTURNED �d .. . 7. CONC. PILE CAP, BEAM EXTEND BOT. STEEL INTO SLAB) SLAB REB AR PLACEMENT 3-0"'x3'-0"x16" DEEP j ? TOP C—RT BAR r' #3 STIRRUP #5 E.W. TOP & BOT I I — — — — BAR f, f� I I Scale: @ 8" O.C. I :, 2 @ 12 ON—CENTER --------- 8 DETAIL • w/90' HOOKS E.E. ---- + Project No.: 1208 1 S1.05 2 #3 STIRRUP 12'13 40 BAR Drown by: @ 8" O.C. a a NAVD Checked by: RG5 DIAMETERS � a-- �) �j��~ ---- Sheet Title 118 C O L A _I =-�rh-r STD. 90' HOOKS a ���'_ �� � . f, FOUNDATION +, -r AT NON—CONTINUOUS 6 PACING 10.8 ENDS SHOWN NSSCHEDULE STIRRUPS OR TIES MIN CLEAR COVER COL B --� NAVD �/ SPAN 6" MAX AS SCHEDULED. Y3 of GREATER SCHEDULE OTHER BOT SECTIONS AND _�l__+Lr_L 4 OF ADJ. SPAN BAR BAR 14"0 AUGER �� ��� BOT. BARS i DETAILS NOTES: CAST PILE, -��- I ,f s 3 ELEVATED BEAMS 1 1 ELEVATED SLABS 1 1. DOWELS TO MATCH VERTICALS. EXTEND BARS Lou P o n t i g o and Sheet Number 4 GRADE BEAMS 2" 3" t " 2. HOOK AT TOP INTO BEAM OR WALL. TO TOP OF Associates, Inc. SLABS ON FILL 2 3 CAP AND HOOK STRUCTURAL 90' (TYP.) * CLEAR COVER TO TIES (IF PRESENT) E N G I N E E R S E BEAM REBAR BENDING DIAGRAM * NF. COVER , MINIMUM. �.,� CONCRE T ALCONY REI 6 SECTION 7 B t — t 420 Osceola Avenue Sl ,, 05 _ _ �.05SCALE: 3/4" 1 —O'llS1.05 4 — 1 0 � ��s �. fJax. Beach, Florida 32250 SCALE. 3/ 7 of 8 i r Ph. 904-242-0908 Fir FL: CA# 8344 SC: CA# 3579 FIELDCvLP-A.COM NOT FOR CONSTRUCTION f B—B -------------------- 36,_9„ 11'-11" 11'-11" 12'-11 1, 311 I, +- ,. J i U) Q i r `✓ % „ , z 1y2„ PAVER STONE BOND BEAM -J `'i » SEE 2 S1.06 m 10 AS PER ARCH DESIGN 14,-4„ / 10 :, z cn T/GONG. CUR I Q WATER LINE RICHARD SKINNER z ^� & ASSOCIATES, ARCHITECTS EL +19.96' N VD I \ Q 00 0 2245 St Johns Avenue Jocksonville, FL O Q Q Q w i i I i / 32204 (0 F— m m m m O U I I I I \Ld 904.387.6710 www.rs—orchitects.corn - � w I t] ' i i CMU OPEN BOTTOM License #AA26001539 w w w < w �_-----------------_� POOL LINTEL BLOCK BOND BEAM •- w o 0 o Q M SEE I I w/ 1-#5 CONTINUOUS Consultants q_q 6/S1.06 I INTERIOR DESIGN S1.06 ; ap \; KMH Design \\ \j/ \\j'\ Jacksonville Beach, FL i� —F-------- -- — --------- \/\\/� 904.247.5408 r CIVIL ENGINEER _I SEE `----- - - ---- 8” CONCRETE POOL GRADE BEAM 1/S1.06SLAB, SEE 3/S1.02 BEYOND TBD I 1,_3» 39)-3" CAL SLAB EDGE DIM. TYP rB SECTION ELECTRICALIIENGI EER S1.06 SCALE: 3/8" = 1'-0" TBD POOL PLAN STRUCTURAL ENGINEER — — 12" FRANGIBLE CMU WALL LOU PONTIGO AND ASSOCIATES, INC. SCALE: 1 /4" = 1 '-0" W/#5 VERT. BARS @ DOWEL BARS 420 OSCEOLA AVE. AS SHOWN ON DETAIL 7 S1.03 JAX BEACH - 08 32250 T PILE VARIES / 904-242-0908 SEE PLAN (3 REINFORCED AND GROUTED 39'-3" 12x36 FOOTING w/1 x4x12"Ig N\V FILLED CELLS EACH PANEL). Seal BEND OVER BARS KEYED JOINT AT 4'-8" O.C. EMBEDDED INTO FOOTING BELOW. P() 37P-711 37 -7 / PROVIDE 4-#5 REBAR. BREAK , „ 10 INTO GRADE BEAM SLAB .� �` � !""' _� FEN REBAR AT JOINTS SEE PAVING, SEE ARCH �N F, cn WATER LINE DETAIL 3/S1.03 SIMILAREH = No 8 5'-0" 1'-6" 11 1-6" 0 to w .o SATE OF R 14 hill 14"0 AUGER CAST PILE POOL w/ 6-#5 x - LONG w/ ANAL .,` r \\\ N (0 #3 TIES @ 12" oc \ N _ SECTION ^------------- Ln ----- 1 U \�-- I I � I --- ------- F— ___ ; I I I TYPICAL POOL MASONRY SCREEN WALL 8" CONCRETE POOL I I _ ' 0° i \\� ANCHOR PILE 6 SLAB, SEE 1/S1.06 --- -_____ _________ \ _I S1.06 SCALE: 3/4" = 1'-0" (� Q �--- -- -- - -------� --- \\ \\/� SEE GRADE �// 5 E LEVATION U / BEAM C) Q) rAA SECTION 0 3 S1.06 BEYOND S1.06 SCALE: 1/41$ = 1'-0" m = S1.06 SCALE. 3/8 - 1 0 U a (Ln v d i n 1, o„ • •. u J " �� #40 12" O.C. •Q .. 1D QD Q • E.W. TYPICAL d o AT EDGE d AND STEPS . . • 10 STRUCTURAL CONCRETE ° POOL SHELL WALL °d d ISSUE a 10" o a' no date description 1 1 1/21/12 PRELIM. PRICING o d - • ° 2 2/25/13 PERM IT SET z 8" STRUCTURAL .4 ° SEE DETAIL 1 #5 @ 8 O.C. TOP 4 3 22/ 3 ZON NICO REVIEW d PILE CONCRETE SLAB 1 3 SPAN TOP REINFORCING 1 3 SPAN TOP REINFORCING .4 1/S1.06 FOR 1/3 SPAN TOP REINFORCING 1Y2" PAVER STONE / / ;' REINF. (TYP) #4 VERTICAL @ 8 O.C., Q AS PER ARCH DESIGN ad J � Z 5 4/2/13 BUILDING REVIEW CENTERED, ALIGNED w/ - 2-#4 8" STRUCTURAL 5 SLAB REINFORCING a. LO #5 @ 8 SUPPORT CONCRETE SLAB #5 @ 8" G 7/24/13 PERMIT 5ET N O.C. TOP 2-#4 SUPPORT PAVING, SEE ARCH 1'-0" d 2-#4 SUPPORT 8" STR�CTUROL ` d a . d o a J #4 HORIZONTAL @ - d - REVISIONS L +19.96 NAVD a0 a ° U 12" O.C., CENTERED - - .. d- _ ____ CONCRETE SLAB N • Q - 41 — A r- 4 2-#4 SUPPORT dd. o no date description - 00 - _ • d. d Ida o d _ 6" WATERLINES d a dd I_ d d a? - TILE • #5 @ 8" O.C. I a1 Co ------ - -- „ i� d I I #5 @ 8 O.C. EA. WAY BOT. - • d •d d I . 3 b d 1 » - I a . I CLR d d c BOND BEAM W 4 4 EA. WAY BOT. 5 @ 8 O.C. 00 CONTINUOUS AROUND d.. �I EA. WAY BOT 3" #4 VERTICAL @ e PEREMETER (TYP) ° CLR SEE 1 S1.06 :• 4 •a ''� 12 O.C., CENTERED / - BEND OVER VERTICAL #5 10" #4 HORIZONTAL @ 30"x20" GRADE BEAM FOR REINF. (TYP) 30"x20" GRADE BEAM AUGERCAST PILE REINFORCING a d Scale: w/5-#5 TOP & BOTT. & INTO GRADE BEAM/SLAB 12 O.C., CENTERED w/5-#5 TOP & BOTT. & Project No.: 1208 #3 STIRRUPS @ 12" O.C. #3 STIRRUPS @ 12" O.C. Drawn by: 14 O ANCHOR PILE, SEE 5/S1.06 2'-6 GRADE BEAM, 2'-6" (TYPICAL 8 LOCATIONS) Checked by: RG5 30 w x 20 d STRUCTURAL GRADE BEAM AT EDGE TYPICAL EDGE DETAIL 30" w x 20"d STRUCTURAL GRADE BEAM AT MIDDLE 2'-6" SEE PLAN Sheet Title ri-s� SECTIONr2--� SECTION 3 SECTION 4 SECTION Pool S1.06 SCALE: 3/4" = 1'-0" S1.06 SCALE: 3/4" = 1'-0" S1.06 SCALE: 3/4" = 1'-0" S1.06 SCALE: 3/4" = 1'-0" PLAN Y Lou Pontigo and Sheet Number Associates, Inc. � STRUCTURAL ENGINEERS 420 Osceola Avenue 1006 "I"'. A Jax. Beach, Florida 32250 of Ph. $ 18 � FL: CA# 8344 SC: CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION 1 1 S3.0 2-30"00" #5 CORNER 53.1 BARS TOP AND BOTTOM +-_ OP OF BOND BM EL.12'-0" 16x24 MASONRY COLUMN III 8"x16" CONCRETE 8" CMU (TYP.) (SEE 5/S1.05) RICHARD SKINNER III B & ASSOCIATES, ARCHITECTS BEAM TO SUPPORT SIMILAR uNi CHIMNEY ABOVE. L � TOP OF BEAM AT 2245 St Johns Avenue Jacksonville, F 32204 F- ELEVATION 9'-6" 904.387.6710 www.rs—architects.com III ABOVE FIFE License #AA26001539 III o 0 Consultan s S . INTERIOR DESIGN III KMH Design III (3)ZX6 Jacksonville Beach, FL POST 904.247.5408 CIVIL ENGINEER TBD --- III r-----= (2)2x8-2/1 (2)2x8-2/1 MECHANICAL 12x12 MASONRY 8"x15" CONCRETE ELECTRICAL ENGINEER COLUMN w/4-#5 III COLUMN SEE DETAIL TBD VERTICAL 4/S1.05 1fix24 MASONRY III COLUMN (SEE 5/S1.05) STRUCTURAL ENGINEE CONCRETE BEAM (3)2X6 SIMILAR LOU PONTIGO AND ASSOCIATES, INC. SEE 1/S3.12-PLY 12" LVL-2/2 POST 420 OSCEOLA AVE. JAX BEACH FL, 32250 2/1 Seal(2)2x8-2/1 904-242-0908 2x8—2 2)2x8- 111 12x12 MASONRY � - ® _ 5 `"yyyyyyayy+:arsr:aa:e:r+ar+ e— COLUMN CONCRETE BEAM c P �' VERTICAL �.•�`���.•*^ �;�,<°,�� ., SEE 1/S3.1 i� 8"x16" LINTEL, �'.•+°��O '�' ° `�' Ca IN :D SEE DETAIL 4/S4.0 No W - �- Liu TYPICAL FOR ALL _ ? .�,,3 's a'� -, • ® W LINTELS-U.O.N r��i I R INE FORCING NOTE w STA OFTYPICAL #5 VERTICEINF. 8"x24" MASOMRY lu �. AT 48"o.0 SEE 2/S4.0 FOR 8"x16SEE DETAIL 4/S4.0" LINTEL, LINTEL A VE S '����'''�`��SO=b•=<=•••���``',o``y REINF. EA. SIDE OF OPENING. SH R TYPICAL FOR ALL 8"x24" CONCRETE 8"x24" CONCRETE OT WHERE WOOD PLATES BEAR SILL LINTELS—U.O.N COLUMN SEE DETAIL COLUMN SEE DETAIL 4/S1.05 4/S1.05 ON TOP OF CMU WALL, PROVIDE SEALER BETWEEN THE PLATE & WALL 8" CMU (TYP.) ❑ 0 PER ARCHITECTURAL PLANS 16x16 MASONRY L- INTERIOR LOAD BEARING STUD WALL --- COLUMN (SEE 5/S1.05) N NOTE: ALL INTERIOR LOAD BEARING STUD WALLS SHALL BE A MINIMUM 2x4 SPF#2 �° @ 16 o.0 SEE ARCHITECTURAL PLANS FOR WALL THICKNESS U U Q� m CONCRETE C RNER m U COLUMN, SEE D TAIL ( 9 1.04 1 x16 MASONRY 16x16 MASONRY 16x16 MASONRY Ln LUMN COLUMN COLUMN (_0 CONCRETE CORNER ( EE 5/S1.05) I ' COLUMN, SEE DETAIL (SEE 5/S1.05) (SEE 5/S1.05) � Ln � _ 9/S1.04 - -�--J -- T Q CONCRETE BEAM, SEE /S3.2 nil TOP OF BOND BM EL.12'-0" ISSUE no date description 1 11/21/12 PRELIM. PRICING 2 2/25/13 PERMIT 5ET 3 3/7/13 REV151ON5 4 3/22/13 ZONING REVIEW 1 5 4/2/13 BUILDING REVIEW S3.2 G 7/24/13 PERM IT 5ET REVISIONS no date description 8"x16" LINTEL, SEE DETAIL 4/S4.0 TYPICAL FOR ALL INTELS-U.O.N Scale: Project No.: 1208 Drawn by: F lo Checked by: RGS " CMU (TYP.) Sheet Title - - FIRST FLOOR WALL FRAMING PLAN FIRST FLOOR WALL FRAMING PLAN Lou Ponti8o and Sheet Number SCALE: 1/4" = 1'-0" Associates, Inc. STRUCTURAL FRAMING NOTES: ' ENGINEERS - si " i 1. FOR TYPICAL WOOD WALL FRAMING, SEE DETAIL 1/S4.1 420 Osceola Avenue 2. FOR TYPICAL CMU WALL DETAILS, SEE DETAIL 1/S4.0 ELEVATIONS ARE BASED ON A MAIN GROUND FLOOR TOP OF SLAB ELEVATION , alt Jax. Beach, Florida 32250 9 of 18 3. ALL EL Ph. 904-242-0908 OF 0'-0' FL:CA# 8344 SC:CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION I II 1 1 S3.0 #5 CSD 12 O.C. S3.1 5 5 (TYPICAL) EL. 11'-9" S4.0 s4.o ff f d d TOP OF LED___'�'\ GER d d d JIM In 11111111111M Ilium 773 LLYd I d dco ir a 0 O ., LL_ d. RICHARD SKINNER d 4 & ASSOCIATES, ARCHITECTS d d d _._ ., J., •� d , a a F16 ° d ;'.': " I 2245 St Johns Avenue Jacksonville, FL 7" THICK K (MIN) C N9RETE ° 32204 4 � I 904.387.6710 www.rs-architects.com ° dSLL T ROOF ABOVE a y� aSLOPE ° ° .. d_ i LicenseAA26001539 d i COnSUltantS d d Y r h•; ° ' 2 INTERIOR DESIGN d , NQTrH IN Ft qd ° a d d ACCOMMODATE • � • d d ; d KMH Design d QTRENGH : `' <� Jacksonville Beach, d ° FL rF� r f: i° 904.247.5408 ' CIVIL ENGINEER d d I d Y K1) TBD d d Ln O d d d d MECHANICAL & :d ° I-I- _- _ _ ___ _ "' ELECTRICAL ENGINEER c(`� TBD TYP HANGER- THA426 (17 REQ) I V 1 ' d d ° d Q 4 d da STRUCTURAL ENGINES ° d LOU PONTIGO AND ASSOCIATES, INC. aZ A" "~ 420 OSCEOLA AVE. d d ~e #5• ® 6�. O.rq. d i4 JAX BEACH FL, 32250 F_tJ__ - ---- - - ----- — --- BOTTOM, BELOW 904-242-0908 LL, SEE. DETAIL , Seal 1/S4.2 ' - d I W 4 d i CL e® 5 - HANGER- TH ( EQ) d d I '� ,z,, O © co S4.0Now ® '/�I 1 rJ SLd0P E 1 Y2» ; .° �-� A'' F V y0 ° d. d d I LU N 3311 e� �} ; 0- 59 ROOF ABOVE b 2 -o * '_' IF �TA7 OF U` n76 S .2 h H 71 1 rA < TOP OF LEDGER Q d d 0 4 d d. . d d 4 d d d ° ° d d d ° `� d d. d ©. a ° . d I d LL ° ° ° o #5 ® 12" O.C. a ° d d d L1 I, ° ° d d ' U 4 (TYPICAL) ° ° 4 ° a ° _ a 4 7" THICK (MIN) CONCRETE o � ° ° dl � U � ° a d FLAT. F ABOVE a . ° d I o 2 ° d SLAB d ° ° , M tILY - 4 d ' d 7" THICK. (MIN,) CONCRETE FLAT R@OF ABO a CO d d `' SLAB SEE SECTION 1/S3.2 ° d 4a ° ° U ° d d S4' a °° ° 4 d d 4 d Id ° ° L(� -- ° 4 1l ° d d d — d d d d ------ _ ----------�--------- ----------------- -r---------------- ------------------ Q d -� W Q d` � d d d Will < a #5 ® 12" 0. . ISSUE ° d ° d d d d 5 BOTTOM (TYP CAI.) Q ° ° S4.0 d no date description d d ° I I 1/21/12 PRELIM. PRICING FF�4 d d 2 2/25/13 PERMIT SET 3 3/7/13 REVISIONS 4 :::7U S4.1 1 Cj S3.2 5 4/2/21/33 BOND N REVIEW w V) G 7/24/13 PERM IT SET T1 6 o REVISIONS � OI Ln no date description Z i I �W U 2X10 CEILING JOIST 0 24" O.C. Scale: Project No.: 1208 Drawn by: Checked by: RG5 Rol Sheet Title ^' 2ND FLR TRUSS PLAN AND GUEST HOUSE CEILING PLAN Lou Pontigo and Sheet Number Associates, Inc. STRLICTURAL Y . . ENGINEERSS1 f, 2 420 Osceola Avenue Jax. Beach, Florida 32250 10 18 Ph. 904-242-0908 °f U55 PLAN AND GUEST HOUSE CEILING PLAN F FL: CA# 8344 SC: CA# 3579 2ND FLOOR TR FIELDOa LP-A.COM NOT FOR CONSTRUCTION SCALE: 1/4" I 16"x16" MASONRY r f , ---- ----- ---- 16"x24" ----- o --- MASONRY COLUMN E RICHARD SKINNER 5/S1. S & ASSOCIATES, ARCHITECTS I zY4}' 2245 St Johns Avenue Jacksonville, FL = 32204 J F_ 904.387.6710 www.rs—orchitects.com Q W ;;; License //AA26001539 0 16"x16 `�+ Consultants z O RAKED o CONCRETE '. INTERIOR DESIGN Q ,L CONCRETE KMH Design � O BEAM SEE Jacksonville Beach, FL 4/54.12 904.247.5408 o CIVIL_ ENGINEER ------. m TBD O MECHANICAL & ELECTRICAL ENGINEER TBD STRUCTURAL ENGINES LOU PONTIGO AND ASSOCIATES, INC. 420 OSCEOLA AVE. Fr JAX BEACH FL, 32250 J!x16" 904-242-0908 Se /sA. Po CONCRETE BON B M ,°°°° X, •E CMU WALL w/2 #5 ,O �—R TOP AND BOTT M ' ar•=,F ' 3311 Z: #3 STIRRUPS ® ON—CENTER ATS �eLU O OFEd . ® IL (D CMU REINFORCING NOTE: .1 21 1 11 11 LJ 7 U TYPICAL #5 VERTICAL REINF. ---- ----- ----- ---- ---- ----- AT 48"o.c SEE 2/S4.0 FOR (D REINF. EA. SIDE OF OPENING. Q� NOTE: LL_ WHERE NON—PRESSURE Q TREATED WOOD BEARS ON CMU I j PROVIDE 2—LAYERS OF 30 LBS. I Q� U ROOFING PAPER BETWEEN U0 WOOD & CMU WALL. I C) m I m U C) Ln I Qo Ln Q ISSUE no date description 1 1 1/21/12 PRELIM. PRICING -- 2 2/25/13 PERM IT SET 3 3/7/13 REV1510N5 4 3/22/13 ZONING REVIEW SECOND FLOOR WALL FRAMING PLAN 5 4/2/13 BUILDING REVIEW SCALE: 1/4" = 1'-0" G 7/24/13 PERM IT5ET FRAMING NOTES: 1. FOR TYPICAL WOOD WALL FRAMING, SEE DETAIL 1/S4.1 REVISIONS 2. FOR TYPICAL CMU WALL DETAILS, SEE DETAIL 1/S4.0 3. ALL ELEVATIONS ARE BASED ON A MAIN GROUND FLOOR TOP OF SLAB ELEVATION OF 0'-0' no date description Scale: Project No.: 1208 Drawn by: Checked by: RG5 Sheet Title SECOND FLOOR WALL FRAMING PLAN Lou Pontigo and Sheet Number Associates, Inc. STRUCTURAL i4 ;Rw ENGINEERS 4 420 Osceola Avenue S 2 < i Jax. Beach, Florida 32250 Ph. 904-242-0908 11 of 14 sZYFL: CA# 8344 SC: CA# 3579 FI ELD@ LP-A.COM NOT FOR CONSTRUCTION , J I F1 lO _4 03=1 10,22 Q7,4 J01 ONLY 1 STRAP Jy a a E02 REQUIRED JACK C) , TRUSSES (TYP) RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs—architects,com License #AA26001539 Cons'uItants INTERIOR DESIGN KMH Design Jacksonville Beach, 110 FL t79 A 904.247.5408 Q CIVIL ENGINEER TBD o B03 ccM [P F'7 L- MECHANICAL & ELECTRICAL ENGINEER CGO U r -i L TBD RE EN I EER D 00 R OF SSE STRUCTURAL ENGINEER LOU PONTIGO AND ASSOCIATES, INC. A} (A) (A) <c 420 OSCEOLA AVE. J05 - JAX BEACH FL, 32250 904-242-0908 Seal LU Q CL %%%%'101'ItIM11 YrnV� a ``1 auar•rsat "M M O O O O W © Q Q •4' �?•aara f.e A as � 1in L 0) UI 0 or O � N a c► Z * • 311CL LU 11 7 7 * CL ATE ®F—: t- � TYPICAL RAFTER CONNECTION -- F0 SUPPORT CONNECTION CMU WALL 2—SIMPSON H2.5T o®ppaianneaa,sa`•j1te WOOD WALL 2—SIMPSON H2.5T J01 ��1 U HIP OR RIDGE 9-0.131 x3Y2" TOENAILS A) k n(A) Ill(Aam 1 a� 4 77 U ROOF RAFTER NOTE: „ A03 — ALL ROOF RAFTER ARE 2x12 SYP#2 024 o.c (f) Q UNLESS OTHERWISE NOTED ON PLAN. FASTEN TO o U TOP PLATE WITH 3-10d TOENAILS & (2)H2.5A - --- S4.0 � � U 4 O Q� S4.1 (D M i r l L L A Q — - ISSUE �\ 4 -- _- no date description S4.1 TRUSS STRAPPING NOTES: I 11/21/12 PRELIM. PRICING 2 2/25/13 PERMIT SET STRAP ALL TRUSSES TO CMU WALL w 2—H2.5T A35 1\ (UON ) / 3 3/7/13 REVIsIONs ANGLE . . . 4 3/22/13 ZONING REVIEW TYP I CAL A35 ANGLE • STRAP ALL TRUSSES TO WOOD FRAMING w/2—H2.5T 5 4/2/13 DUILDING REVIEW TYPICAL U. N. G 7/24/13 PERMIT SET RID „_(EACH SIDE) IL Q - ROOF TRUSS & FRAMING PLAN QREVISIONS SCALE: 1/4" = 1'-0" no dote description 1. 2x12 RIDGE \Q y A35 ANGLE Scale: � TYPICAL y�.0 Project No.: 1208 EACH SIDE) Drawn by: Q1 17 Checked by: RGS Sheet Title ROOF TRUSS PLAN Lou Pontigo and Sheet Number Associates, Inc. ' STRUCTURAL b ENGINEERS 420 Osceola Avenue S2 ,, 2 Jax. Beach, Florida 32250 Ph. 904-242-0908 12 of 18 FL: CA# 8344 SC: CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION i r r < tai '•s rr RICHARD SKINNER & ASSOCIATES, ARCHITECTS ELEV. +54.1 3' 2245 St Johns Avenue Jacksonville, FL — - 32204 ROOF 904.387.6710 www.rs—architects.com License #AA26001539 Consultants \ INTERIOR DESIGN KMH Design Jacksonville Beach, FL ROOF 904.247.5408 SHEATHING CIVIL ENGINEER (2)2x8 P.T. SYP#2 TOP TBD PLATE. OVERLAP PLATES 48" MIN. FASTEN TO MASONRY WALL w/Y2"x12" THREADED RODS EPDXIED 5", MECHANICAL & SPACED @ 32" O.C. WITH 2x2A" ELECTRICAL ENGINEER WASHERS TBD EL. 43.87' ELEV. +43.64' STRUCTURAL ENGINEER..--... LOU PONTIGO AND ASSOCIATES, INC. I1V T.O.PLAT CEILING 420 OSCEOLA AVE. LJ LJI JAX BEACH FL, 32250 ntJRLF ?X12 LEDGER 904-242-0908 8x16 MASONRY ,5 S4.0 W LINTEL OPEN BEDROOM MA5TER MA5TER 1�'` �..`•'�;� n�,:¢*4 BALCONY #4 CLOSET BATH ' • 17 , � * LUqTeOf: w po SE ETAIL S4.2 FORMED AND POURED °' `s� SILL WITH 2—#5 CONTIN US E 2X12 E R *"",,'• t��````'' E DETAIL 0 "ZONAL. ..,,,,., o ELEV. +34.64' SECOND FLO 0 R J FINISH DROP AT C 0 „ PORCHES (TYP.) LONG DIRECTION — DO BLE 2X12 LEDGER Q _ — SEE r � E - U SONRY ,,. Q� I T L /2—#5 BOT. ---� m m COVERED GREAT U PORCH o 0 o ROOM Ln LO 8 CONCRETE BEAM / #5 TOP AND BOTTOM Q A #3 STIRRUPS @ 8" O.C. 00 1 ELEV. +22.64' FIRST FLOOR ISSUE no date description 1 1 1/21/12 .PRELIM. PRICING — ELEV. +21 .33' 2 2/25/13 PERMIT 5Ef GREAT ROOM FLOOR 3 3/7/13 REVI5ION5 — — --- — — 4 3/22/13 ZONING REVIEW 5 4/2/13 BUILDING REVIEW ELEV. +20.00' G 7/24/13 PERM IT 5ET • FINISHED GRADE POOL :. . . ,- REVISIONS no date description II 1 BUILDING SECTION S3.0 SCALE: 3/8" = 1'-0" Scale: Project No.: 1208 Drown by: Checked by: PGS Sheet Title ROOF TRUSS PLAN x Lou Pontigo and Sheet Number 2 , r Associates, Inc. { ' STRUCTURAL ` ENGINEERS 420 Osceola Avenue S340 r Jax. Beach, Florida 32250 Ph. 904-242-0908 13 of 18 FL:CA# 8344 SC: CA# 3579 " FIELD@LP-A.COM NOT FOR CONSTRUCTION YY. ( Y 0 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs—architects.com License #AA26001539 Consultants INTERIOR DESIGN ELEV. +54.13' KMH Design i ROOF Jacksonville Beach, I FL j 904.247.5408 CIVIL ENGINEER TBD 11 MECHANICAL & ELECTRICAL ENGINEER TBIDm 0 STRUCTURAL ENGINES \� LOU PONTIGO AND ASSOCIATES, INC. 420 OSCEOLA AVE. JAX BEACH FL, 32250 904-242-0908 Seal you►w«i#«« t P«( ELEV. +43.64 $}J� 0. 110 �. o : C Z ® fia ems I®��e+r�`� `ems /0 h ► O i #5 REBA @ 12" ON—CEN FER Q� 0 P Q) ELEV. +34.64' HOOK VERTICAL REBAR - -- REBAf 11H — > SECOND FLOOR 12" MIN INTO SLAB 9 ICC K (n Q IL- IVIINATE TOP REBAR WITH - 4 » U FINISH DROP AT 90° HOOK PORCHES (TYP.) t L. Mm 7" MIN U 7" INCRETE LC-) HOOK VERTICAL REBAR 12" MIN INTO SLAETER, EACH WAY15/a" 5" E CO CRETELn 0 (BOTTOM) -}-� '- 0 2 C E OPEN Q LINT 0 _ BOTTOM & STIRRUP N 8" PRECAST LINTEL IN ARSE 9" ON- TER WITH 2-#5 HORIZONTA LINTL 3OND B M W/1 5 IN E H C A E ISSUE no date description 0 0 1 1 1/21/12 PRELIM. PRICING 2 2/25/13 PERM IT SET ELEV. +22.64' 3 3/7/13 REVI51ON5 4 3/22/13 ZONING REVIEW FIRST FLOOR 5 4/2/13 BUILDING REVIEW 6 7/24/13 PERM IT 5ET ELEV. +21.33' - _ REVISIONS GREAT ROOM FLOOR --- no date description ELEV. +20.00' FINISHED GRADE Scale: Project No.: 1208 Drawn by: Checked by: RG5 Sheet Title 1 BUILDING SECTION ROOF S3.1 SCALE: 3/8" = 1'-0" TRUSS PLAN Lou Pontigo and Sheet Number Associates, Inc. } STRUCTURAL ENGINEERS 420 Osceola AvenuS 3 1 e Jax. Beach, Florida 32250 q- of 18 Ph. 904-242-0908 r , FL: CA# 8344 SO CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION I II �I I �i ,lir 1 k P f i I fir: I 1 RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville, FL 32204 904.387.6710 www.rs—architects.com License #AA26001539 Consultants INTERIOR DESIGN KMH Design Jacksonville Beach, FIL 904.247.5408 CIVIL ENGINEER TBD MECHANICAL & ELECTRICAL ENGINEER TBD STRUCTURAL ENGINEER LOU PONTIGO AND ASSOCIATES, INC. LJ W LJ Li LJ 420 OSCEOLA AVE. JAX BEACH FL, 32250 — 904-242-0908 `y����`��+...,iia./(�'+^�.®a/♦�. �����s. ` V♦♦• \`�F++. �.�•.BRA P i0.�1 I P ♦ � No N s 11 N e Z: 10 • Clv 5 D WE B STAT F J X O 40 P �ONAL 5 DOWEL 12" O.C. S E DETAIL @ 1 — ABOVE90- NOOK 1Y2" SLOPE Q� U 10" MIN Q� 1 zTz= -- O w/#5 REBAR 12" ON o --- --� > L� CENTER, 2 COARSE OPEN (� Q LINTEL BOND BEAM lvl[ CON' B IT w/1—#5 IN EACH # R T P MI U U COARSE 0 R P U I TE m M U U O -+-� TVJ Q U ISSUE al no date description 1 1 1/21/12 PREUM. PRICING 2 2/25/13 PERMIT SET 3 3/7/13 REVISIONS 4 3/22/13 ZONING REVIEW 5 4/2/13 BUILDING REVIEW C. 7/24/13 PERM IT SET REVISIONS no date description 1 BUILDING SECTION �_2 SCALE: 3/8" = 1'-0" Scale: Project No.: 1208 Drawn by: Checked by: RGS Sheet Title ROOF TRUSS PLAN „ Lou Pontigo and Sheet Number # , I TAssociates, Inc. � r STRUCTURAL ENGINEERS D� 420 Osceola Avenue S362 .......... Jax. Beach, Florida 32250 g 15 of 18 Ph. 904-242-0908 FL: CA# 8344 SC: CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION r CMU/CONC. BOND 8x8 PRE-CAST LINTEL, SEE BEAM AT 4/S4.0 FOR OVERALL LINTEL DEPTH AND REINFORCING. TOP OF WALL, r ; FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" { _ 4LE WIDE, PROVIDE 1-#5 TO 9'-4" WIDE, PROVID 8"" -�I--f 2-#5 VERTICAL EACH VERTICAL EACH SIDE r 8" CMU TYPICAL SIDE OF OPENING. OF OPENING. OPEN BOTTOM OPEN BOTTOM WALL AS JAMB REINF. WALL REINF. 25" LAP MIN. 1-#5 VERTICAL EACH _ RICHARD SKINNER CORNER, INTERSECTION, LINTEL BLOCK, �r LINTEL BLOCK, PER PLAN SEE 2/S4.0 SEE SCHED. WITH 2-#5 TOP .I ; ti WITH 2-#5 TOP ON PLAN. : , ,... .• Ca? SPACING INDICATED I « : • A. r & ASSOCIATES, ARCHITECTS �.' . :� ON PLAN OR SCHED. & BOTTOM & BOTTOM - Z 2245 St Johns Avenue Jacksonville, FL 32204 8x12" LINTEL 8x16" LINTEL www. TYPICAL WALL OPENING, 8" CMU WALL. 904.387.6 rs—architects.com License #AA26001539 Lisww. REINF. SEE SEE PLAN J f SCHED. ON - NOTES: PLAN. N 1 ) USE THESE LINTEL DETAILS U.O.N. ON PLANS. Consultants HORIZONTAL TIE BEAM 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. INTERIOR DESIGN #5 REINFORCING (ONLY ONE 5 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. KMH Design GROUT LINTEL SOLID. Jacksonville Beach, WALL ELEVATION PLAN VIEW AT TYPICAL BAR SHOWN FOR CLARITY).. ) 4 '• - BOTTOM SHALL BE A PRECAST "U" LINTEL. FL WINDOW/DOOR OPENING •: ) 904.247.5408 HOOK VERTICAL WALL REINF. AT CIVIL ENGINES IL TOP OF WALL INTO CONC. TIE TBD J BEAM OR CMU BOND BEAM. IF J WALL TERMINATES AT STAB, a z HOOK REINF. INTO SLAB. MECHANICAL & U_ a ELECTRICAL ENGINEER Y TYPICAL C A L a w 8x16 BOND BEAM ; ``. TBD Q o � � ? w/1-#5 TOP & R z REINFORCINGrT'� HORZONTAL CORNER SPLICE 4 TYPICAL CMU LINTEL Q � BOT z o 2 CMU JAMB a — �-O SCALE: 3/4" = 1'-0" STRUCTURAL ENGINES — I o El J 0 S4.0 SCALE: 3/4" S4.0 SCALE: 3/4 - 1'-0" o M FILL ALL CELLS SOLID 0- w LOU PONTIGO AND ASSOCIATES, INC. LA AVE. z WITH GROUT THAT Iw Cn JAx BE420 ACH DF, 32250 NF. REQUIRE VERTICAL --,, in z I O JOINT IREI REINFORCING AND ALL Q 9oa 2a2-0908 AT 16 O.C. CELLS BELOW GRADE. 8x16 BOND A1 "` FOR ATTACHMENT OF DIAPHRAGMBEAM (TYP) .• STD. 90° HOOK `• . \CES'••. a- z z PROVIDE DBL. 2x4 SYP#2 BLOCKING , M z C) R TR U SSSS. ATTACH � BETWEEN FLOOR B ch o J o a _ THE LOWER PLY TO DBL. LEDGER _ 3 . =� . N J r0 w w/12d COMMON AT 4 O.C. FASTEN 30" Cf) ST E a' *44 Z c� a w U) 02ND PLY TO 1ST PLY w/l Od COMMONS FOOTING, WALL W . -A . All OF DWLS. TO MATCH z @ 6" O.C. OR BOND BEAM ' 4 1111 VERTICAL REINF. ° Q o ' . , 8x16 BOND *. ;...� ROW 10d Cal 4" O.C. .a • °= o (TYP. U.N.O.) '� • BEAM TYP .� ° • • ° . a •a. ) ''5ff//fl®f1111t1i1t9,1,``+'� = CLEAN OUT HOLE 10d ® 4" O.C. FLOOR DECK, SEE Q ° °. a o AS REQUIRED. PLAN SECTION 8x16 BOND CONST. SPECS. ° � Q M Q� o J BEAM w/ LONGITUDINAL BARS J e � I WALL FOOTING • 2-#5 — 0 CONSTRUCTION CTION JOINT Q� SEE PLAN. FLOOR TRUSS IF REQUIRED • • OR JOIST. • I$y ` HIGH HT. GROUTING NOTES: SIZE & QUANTITY AS :• ' • L � I' + A .. WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT SPLICE BARS SAME REFER TO SECTIONS & ° — SHALL BE 12'-0". LONGITUDINAL REINF. ":. 4 • DETAILS FOR REBAR U) Q BARS SIZE & QUANTITY IS USED TOP CHORD � -� U IOW HT. GROUTING NOTES: 2. IF HIGH LIFT GROUTING , 1. USE 5'-0" GROUT POUR HEIGHT FOR REINF. SHALL BE FULL HEIGHT AND BEARING FLO��PICAL CONTINUITY PLAN FOR REINFORCING a� BAR SIZES #3 THRU #5. A CLEANOUT HOLE IS REQ'D AT 2x6 P.T. SYP#2 (2)2x12 P.T. SYP#2 TRUSS CELLS WITH REBAR. LEDGER w/ 5" O.C. LEDGER w/ 2-ROWS OF IN CONCRETE BEAMS INTERSECTIONS. �' m - A.B. AT 24" O.C. m I 2. USE 5'-0" GROUT POUR HEIGHT FOR 5/$" x10" THREADED RODS �_ #5 VERTICAL TO TOP SIZES 7 AND ABOVE. 3. GROUT SHALL BE PLACED IN 5 Q$ 5/a x6Y2 OF BOND BEAM STEP. J � T BAR # EPDXIED 5" MIN. SPACE ® (_0 � LIFTS TO PREVENT BLOWOUTS. THREADED ROD 3. SEE SPECIFICATIONS AND STRUCTURAL EPDXIED 4" 12" O.C. Ln NOTES FOR GROUT TYPE AND GROUTED 4. SEE SPECIFICATIONS AND CELL SIZE. STRUCTURAL NOTES FOR GROUT PARALLEL PERPENDICULAR D < TYPE AND GROUTED CELL SIZE. � - K-5LEDGER CONNECTION 6 DETAIL 9 MASONRY WALL STEP � 1 TYPICAL WALL REINFORCEMENT WALL FLOOR S4.0 4" = 1'-0" S4.0 SCALE: N.T.S. S4.0 SCALE: 3/4" = 1'-0" ISSUE SCALE: 3/ S4.0 no date description 1 1 1/21/12 PRELIM. PRICING 2 2/25/13 PERM IT 5ET 2x_ BLOCKING 10d a0 6" O.C. 8x16 BOND BEAM 3 3/7/13 REV1510N5 TOP & BOT w/1-#5 TOP & BOT. _ BOND BEAM 4 3/22/13 ZONING REVIEW a. . d 5 4/2/13 BUILDING REVIEW 3'-0" AT MAIN HOUSE __ -�___' -__a__ REINFORCEMENT AND 2'-G" AT GUEST HOUSE TOP OF °: . a:< I ` . GROUT IS CONTINUOUS SIMPSON A35 T&B, G 7/24/13 PERMIT 5ET BOND BEAM THRU JOINT EACH SIDE. FASTEN w/ .. a 1 G :o. » -�---= '- -----=;F- _--- -- - 12-8d x 1 /2 NAILS EACH. 8" CMU WALL. 3/4" PLYWOO ' •' STOP JOINT REINF. REVISION D ECKING EL HEI a no date description _ -I� ,I .. AT CONTROL JOINT I xG T*G V-JOINT D CKING - r ' O O TONGUES FACE UPWARD PI ATE HEIGHT PROVIDE REINFORCED ' en e.e I. ► ° 'I ed Of CELL EACH SIDE OF W w (#)2x_ SPF#2 ,. FASTEN 2x8 P.T. SYP#2 JOINT i x z A :• ,. �.. r w - STRUCTURAL MULL WINDOW/DOOR BUCK TO 8" UPLIFT STRAP SPLICE TOGETHER w/ 2 ROWS 12d COMMON CMU w/ �/a" x23/4" TAPCONS � OF Cad 24" O.C. INSTALL 3 MIN. (2)2x8 P.T. SYP#2 TOP CONTROL WIRE NAILS 112" Scale: EACH SIDE. PLATE. OVERLAP PLATES 24" MIN. PRE-FORMED JOINT JOINT REINF. O.C., EACH SIDE FASTEN TO MASONRY WALL w/Y2"x5" FILLER ® 16" O.C. Project No.: 1208 Drawn b : „ Y 5 IAL _ THREADED RODS EPDXIED BACKER ROD ATER 2x12 x8 LONG PT Checked by: RG5 2x8 P.T. SYP 2 SPACED ® 32 O.C. WITH 2x2xY8 # RAFTER TAILS — NOTCH WINDOW/DOOR BUCK FOR PROFILE AND SEAT WASHERS CAULKING 00 • • (#) MAXIMUM NUMBER OF PLIES AS PERMITTED lil ; i CUT AT WALL PLATE. BY MULL WIDTH, SEE ARCH. Sheet Title FASTEN TO TRUSS WITH 8x16 OPEN LINTEL MASONRY 2-ROWS OF 10d DEPTH OF CAULKING STOP JOINT REINF. 2 R WIDTH OF BOND BEAM WITH ONE HALF THE WIDTH — AT CONTROL JOINT SECTIONS AND COMMONS ® 6" O.C. 2-#5 TOP AND BOT. HEAD JOINT OF THE HEAD JOINT DETAILS MASONRY DOOR WINDOW W OOD M U LL �} Lou Pontigo and Sheet Number rl �� �� „rlTROL JOINT ��� � �� Inc. 11 SECTION2 CMU CON10 BUCK DETAIL — ►ares' 4" = 1'-O" S4.0 SCALE: 3/4" = 1'-0" S4.0 SCALE: 3/4" 1'-0" STRUCTURAL S4.0 SCALE: 3 4 = 1 -0k �, ' z / �_OSCALE: 3/ E N G I N E E R S x 420 Osceola Avenue S44, 0 � Jax. Beach, Florida 32250 y k ` Ph. 904-242-0908 16 of 18 u � FL: CA# 8344 SC: CA# 3579 FIELD@LP-A.COM NOT FOR CONSTRUCTION i i TYPICAL TOP PLATE NAILING: TYPICAL LAP SPLICE: FASTEN ALL TOP PLATES r TYPICAL STUD NAILING: 0.131x3" END NAILS: TYPICAL HEADER NAILING:0.131X3" TOE NAILS TOGETHER w 3 ROWS ' 8-16d OR (12) 0.131 �x3 / ( ) - (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 2X6, 2x8 = 5 NAILS OF .131x3 @ 12" O.C. STAGGERED. 11/4" @ 2x6 ( ) 11/2" @ 2x8 1 1/2 SYP#2 DBL. 9 LVL, 11 LVL, 2x10, 2x12 = (7) NAILS 2 ,.. ' 14" LVL, 14" LVL = (9) NAILS SYP#2 HEADER, 4'-0" MIN. P LA PER PLANS a co XMWx 01 12d NAILS \ ~ f `V FROM OTHER N SIDE OF 2nd RICHARD SKINNER > x'T ° PLY. & ASSOCIATES, ARCHITECTS x 2245 St Johns Avenue Jacksonville, FL x ° ° 32204 904.387.6710 www.rs—architects.com ------ ------ ---------- --------- -_-_-_-_ _-_-_-_-_-_-_ WALL SHEATHING License #AA26001539 KS KS 2x6 or 2x8 2x4 Consultants 1<1 Ell NAILING PATTERN IF HIGH SIDE OF WALL NAILING PATTERN INTERIOR DESIGN IS A SHEARWALL, INSTALL ADD 3rd KMH Design DBL. 2x BLOCKING IN 2x— Jacksonville Beach, (2) MSTA36 AT FIRST (2) STUDS SPACES (2)2x— FL INSIDE FACE 904.247.5408 OF WALL (2)2x— 2 ROWS 16d CIVIL ENGINEER O FULL HEIGHT ANCHORING 2 PLY 1.9E COMMON WIRE TBD JACK AND KING STUDS, SYSTEM, SEE PLAN MICROLLAM LVL BEAM. @ 12" O.C. PER HEADER PLAN -14- EA. SIDE. ROUGH OPENING PER ARCH TYPICAL SOLE PLATE NAILING: MECHANICAL & 0.131x3" TOE NAILS: N } ELECTRICAL ENGINEER PT. SPF#2 (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. v TBD SOLE PLATE SILL PLATES STRUCTURAL ENGINEER LOU PONTIGO AND ASSOCIATES, INC.1 r7i FOUNDATION, SEE PLAN �Ico� 420 OSCEOLA AVE. N JAX BEACH FL, 32250 904-242-0908 1/2"0 x 6" LG (MIN 34" EMBED.) 8" , 3 PLY 1.9E THREADED ROD ANCHOR BOLT /2 FROM SOLE Seal IIINOTES: DRILLED & EPDXY w/ 2"0 x A" UJ . ,«e�,�N19t91 MAX. MIN. PLATE BREAK 3 ROWS 16d COMMO MICROLLAM LVL BEAM. T 1. USE SPF#2 OR BETTER FOR ALL WALLS. PLATE WASHER Q& FULL HT. WIRE @ 12 O.C. fit`'°.° °•° ',I a� # ANCHOR EA. SIDE. �:•"' �\C °•° �:, 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT �° TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON MULTIPLY LVL & 2x12 PLAN. MAILING PATTERN �Q' 3 1 z �q STlt OF 1 a- 1 TYPICAL INTERIOR WALL FRAMING 2 BUILT-UP MEMBER FASTENING ©�F� Q�I® .•-• ;�` 54.1 S4.1 SCALE: 3/4" = 1'-0" '0��.,,,, AL E�!av% U BOUNDARY OF RATED SHEATHING, 0 SHEATHING SEE GENERAL NOTES. ROOF SHEATHING ROOF SHEATHING 0 � O , EXAMPLE OF PANEL QD - EDGE w/ BLOCKING SLOPE CUT I—JOIST SLOPE CUT I—JOIST > WHERE REQUIRED TO MATCH ROOF 8-10d 8-10d TO MATCH ROOF Q BY GENERAL NOTES PITCH COMMONS I—JOIST CEIING COMMONS PITCH !i SEE PLAN U 3'-0" AT MAIN HOUSE S-0" AT MAIN HOUSE . . . . . . . . . . . . . . . . . . . . IING NAIL SPACING AT I—JOIST CE � 0 � 2'-G" AT GUEST HOUSE 2'-G" AT GUE5T HOUSE SUPPORTED EDGES, SEE PLAN m m GENERAL NOTES - / 17 > 2x4 VERT. FIT FLUSH U 3/4"PLYWOOD ECKING / 3/4" PLYWOOD DECKING Ln EXAMPLE OF UNSUPPORTED . w/TOPS & BOT CHORD I >� (UNBLOCKED) PANEL EDGE IxG T*G V-JOINT D�CKING - OF WOOD I JOIST . IxG TJ V-JOINT DECKING - \j Lf� TONGUES FACE UPWARD FASTEN TO EA. WEB w/ TONGUES FACE UPWARD (TYPICAL) 24" LONG 4-0.113x2" GUN NAILS 24" LONG +� Q PLYWOOD FILLER PLYWOOD FILLER NAILING TO A' INTERMEDIATE SUPPORT DOUBLE (2)2X8 TOP PLATE DOUBLE (2)2X8 IS Cox MAX. (UON) ROOF TOP PLATE ISSUE TRUSSES, OR FLOOR JOISTS. no date description I 1 1/21/12 PRELIM. PRICING 2x12" PT RAFTER TAILS 8x16 OPEN LINTEL 8x16 OPEN LINTEL 2x12" PT RAFTER TAILS 2 2/25/13 PERMIT SET NOTCH FOR PROFILE --/ BOND BEAM WITH BOND BEAM WITH — NOTCH FOR PROFILE AND SEAT CUT AT 2—#5 TOP AND BOT. 2—#5 TOP AND BOT. AND SEAT CUT AT 3 3/7/13 REV151ON5 WALL PLATE WALL PLATE 4 3/22/13 ZONING REVIEW 5 4/2/13 BUILDING REVIEW G 7/24/13 PERMIT SET 3 SHEATHING NAILING DETAIL 4 CEILING TO CMU WALL CONNECTION AT GUEST HOUSE REVISIONS S4.1 SCALE: 3/4" = V-0" S4.1 no date description SEE ARCHITECTURAL FOR WATER PROOFING FLOOR SHEATHING 8d COMMON NAILS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, AT 3" O.C.(TYP) FASTEN TO ROOF FRAMING BELOW FLOOR STEP Scale: w/ 4-3/16"x4" LAG SCREWS NAILS TRUSS SEE ARCH. Project No.: 1208 FLOOR DECK. ROOF SHEATHING AT EACH RAFTER. Drawn by: OVERFRAME RAFTERS, SEE PLAN. S PER FT Checked by: RGS (2)2x— RIM Sheet Title BOARD SIMPSON H3 w/ 10-8d COMMON FRAMING NAILS FROM RAFTER TO LEDGER ° ° . ° ° a ° ° SECTIONS AND AND LEDGER TO ROOF MEMBER. 2x8 P.T. TOP _ A35 ANGLE DETAILS PLATE A4 Lou Pontigo and Sheet Number 2x12x14' OUTRIGGER ADJ. TO EA. CONCRETEAssociates, Inc.FLOOR TRUSS ATTACH w/12d ` a ROOF MEMBER. BEAM SEE 1/S1.03S T R U CT U RA L COMMON NAILS @ 4" O.0 AT ALL ENG 1 N E E R S FLOOR TRUSS INTERSECTION ' ' 420 Osceola Avenue S4 ,, l n Jax. Beach, Florida 32250 1718 " TL Ph. 904-242-0908 of BALCONY OUTRIGGER DETAIL � 9 FL. CA# $344 SC.CA# 3579 5 DECK LEDGER AT VERFRAME RAFTERS 6 y , S4.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC S4.1 SCALE: 3/4" = 1'-0" FIELD@LP-A.COM NOT FOR CONSTRUCTION I I #5 DOWEL BAR #3 STIRRUPS ' * #3 STIRRUPS @ 24" O.0 EXTEND TOP #5 @ 12 O.C. " EACH WAY @ 24 O.0 TOP ° y • r, _ �� REBAR 24" < #4 HOOKED DOWELS ° ° 5 @ 12" O.C. TOP DOUBLE 2X12 LEDGER #5 @ A O.C. HOOK TOP @ 12" ON CENTER DOUBLE 2X12 LEDGER # #4 HOOKED DOWELS @ 12 ON CENTER SEE DETAIL 5/S4.0 EACH WAY, TOP TOP AND BOTTOM / REBAR9" SEE DETAIL 5/S4.0 #5 @ 12 O.C. TOP TOP AND BOTTOM SLOPE 4—#5 TOP AND 5-1" 5'-0" #5 @ 12" O.C. TOP 4—#5 TOP AND RICHARD SKINNER COLD JOINT IF • • : a BOT OM 1Y" SLOPE BOT OM & ASSOCIATES, ARCHITECTS REQUIRED `.�� ° COLD JOINT IF d Yq e (INTENTIONAL I qd` REQUIRED a q ° e ° .a 4 ° - d • d • ° e 2245 St Johns Avenue Jacksonville, FL q d ° q d a a (INTENTIONAL ° 4 da °q •. d .' • • i • a ° e a e a e. d q a . e 32204 ROUGHEN) q+ •° ROUGHEN) •� ° q • ' d ° .. a ... ° q . 904.387.6710 www.rs—architects.com a 4°' r a License #AA26001539 #5 @ 12" O.C. d 2—#5 CONT. NG DIRECTION7„ MIN ° 7,. MIN e q REBAR #5 @ 6" O.C. #5 @ 12 O.C. Consultants _-IRT DIREGTION2—#7 CONT. @ 12" ON—CENTER @ 24"' O.0 LO3 STIRRII P \,/#5 ® 12 O.C. SHORT DIRECTION 3 STIRRUPS INTERIOR DESIGN 11.1 LONG DIRECTION # @ 24" O.0 KMH Design Jacksonville Beach, PRECAST MASONRY3 HOOKED #3 HOOKED DOWELS 904.247.5408 FL LINTEL w/2—#5 @ 24" ON—CENTER @ 24" ON—CENTER CIVIL ENGINEER.5 CONTRACTOR MAY TOP & BOT. OMIT PRECAST LINTELS AND TBD PRECAST MASONRY FORM AND POUR CONCRETE PRECAST MASONRY PRECAST MASONRY LINTEL w/2—#5 rA AM. RE—POSITION REBAR LINTEL w/2—#5 LINTEL w/2—#5 TOP & BOT. CONTRACTOR MAY TOP & BOT. TOP & BOT. BOTTOM OF BEAM OMIT PRECAST LINTELS AND MECHANICAL & FORM AND POUR CONCRETE ELECTRICAL ENGINEER BEAM. RE—POSITION REBAR TBD AT BOTTOM OF BEAM � 1 SECTION 2 SECTION STRUCTURAL ENGINEER �.2 S4 2 LOU PONTTI20 OSCOEOLAASSOCIATES, INC, JAX BEACH FL, 32250 904-242-0908 . Seal SEALANT TYP. 1 2" PRE—FORMED 8"x8" CMU OPEN BOTTOM .''�` .9�F> BOTH FACES. NEOPRENE GASKET �' \ ®„««a«• , LINTEL BLOCK BOND BEAM ARCHITECTURAL FINISH FULL HEIGHT OF WALL �'`:«•Oc •«' w/ 1—#5 CONTINUOUS AS PER OWNER'S � n, M 3-#5 HORIZONTAL REQUIREMENTS No.s � N REBAR EL. SEE SITE PLAN r cfl -I — TOP OF WALL STAB r�:" . 3-#5 HORIZONTAL 3 U-STIRRUPS I I=III=III=III DF z ,— REBAR A I , 1— . A% UJ : .�` ` @ 16" ON-CENTER -� I I=I I �.° �p�la ,,� 3-#5 HORIZONTAL A NO SURCHARGE I I NOTE: AS '''R•.. ..•"` � " J PERMITTED I C.J. INDICATES # FIRST ���'� ! U. REBAR s "' 1 DRAT AGE WEEP HOLES 1— 5 VERTICAL, #5 HORIZONTAL CENTER LINE OF CELL EACH SIDE OF #5 HORIZONTAL e �" . , REBAR EACH FACE N 8" CMU RETAINING WALL @ 48 O.C. CONTROL JOINT. CONTROL JOINT. FILL ALL REBAR EACH FACE a ° T W CELLS SOLID WITH CONCRETE ° . OF BEAM, SPACE ., Q C.J. OF BEAM, SPACE @ 12" ON-CENTER @ �w/ 1-#5 VERTICAL, w U @ 12" ON-CEN • I a. • • 8 O.C. CENTERED IN o CMU CONTROL JOINT a ° . CELL. FILL ALL CELLS 1 1 X BEND COLUMN ° d SOLID w CONCRETE `n ¢ - VERTICAL REBAR d • : : ° 5 HORIZONTAL / _I I 5 DETAIL O INTO CONCRETE a ' . ° d ° ° A ' d ° a REBAR -3 � 1-#5 VERTICAL DOWEL w/ II I 54.2 SCALE: N.T.S. j BEAM STANDARD 90« BEND AND II _ ¢ DRIVE WAY Q si • D • • °.• n a d°. ° _a •• :p < . ; d •a - BEAM SECTION A-A „ _ (� a • m 25 MIN. LAP w/ VERTICAL - SLAB .• d.. e w • d. a' ° ••• d d REINFORCING @ 8" O.C. z Q� U NOTE: FILL ALL U O t, .d 4 _ • d• : ,� •� » » , I i� CELLS SOLID U (D •• ° • • \ \` 12 x36 CO — N ^f\ •' CONCRETE F � OOTIN d _ -, I I-I I // //� w/ CONCRETE Q� m .\/�\� 5 VERTICAL W 4— 4 CONTINUO — — „ •.. INUOUS AND „ 1 4 2'—0 1 —4 SPACING U ° #4 x 2'-6" HORIZONTAL 4 #3 STIRRUPS • @ 8" O.C. ALIGNED w/ - ti- 71 . d• o -- ------ ---------------- - -- Ln 4 , @ 1 N-CEN VERTICAL DOWELS ° 'I EXPOSED SIDE _O 4 0 � d a - A e' v •. I X 3 CLE R 4-#4 CONTINUOUS Q 00 NOTE: 11 NOTE: i� INSTALL RETAINING PROVIDE KEYWAY „ WALL IN 5'-4" 3'—O„ CONSTRUCTION JOINT - #5 VERTI L IN 40 CONCRETE FILLE LONG SEGMENTS. IN RETAINING WALL I SOIL SIDE ISSUE „ FOOTING @ 5'-4" O.C. r CELL (TY CAL) no . date description -0 MAXIMUM EXPOSED __ 1 11/21/12 PRELIM. PRICING 4 CONCRETE RAKED BEAM ELEVATION - __________________________ S4.2 SCALE: 1/2" - 1'-0" $» 8" CMU RETAINING WALL 5'-4" 1/2" CONTROL - 2 2/25/13 PERMIT 5ET JOINT 3 3/7/13 RfV15ION5 #5 DOWEL TYPICAL 5'-4" RETAINING WALL SEGMENT 4 3/22/13 ZONING REVIEW S 4/2/13 BUILDING REVIEW 4 SECTION 6 DETAIL 7/24/13 PERMIT SET S4.2 SCALE: 3/4" = 1'-0" S4.2 SCALE: 3/4" = 1'-0" z REVISIONS no date description I I Scale: Project No.: 1208 Drawn by: Checked by: RG5 Sheet Title SECTIONS AND DETAILS Lou Pontigo and Sheet Number e a Associates, Inc. #kP, STRUCTURAL ENGINEERS 420 Osceola Avenue S4 �, 2_ Jax. Keach, Florida 32250 drµ Ph. 904-242-0908 °f �. FL: CA# 8344 SC:CA# 3579 FIELDOa LP-A.COM NOT FOR CONSTRUCTION MAIN HOUSE GENERAL NOTES: PANEL '2PA' 1. ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ANY OTHER STATE OR LOCAL ORDINANCE REQUIRED BY THE AUTHORITY HAVING JURISDICTION. . ' ¢ 2. REFER TO MECHANICAL EQUIPMENT SCHEDULES AND SPECIFICATIONS FOR EQUIPMENT THAT IS PROVIDED WITH DISCONNECT SWITCHES ® STARTERS OR VFD S. WHERE INDICATED ON THE DRAWINGS AND NOT PROVIDED WITH THE EQUIPMENT THEY SHALL BE PROVIDED BY y 2P,30A THE ELECTRICAL CONTRACTOR. MAINTAIN MINIMUM WORKING SPACE IN FRONT OF SUCH DEVICES PER NEC. COORDINATE WITH I� EXTERIOR WALL ► S MECHANICAL AND POOL CONTRACTOR AS REQUIRED. 3. EXACT LOCATION OF POWER OUTLETS, FLOOR BOXES, SECURITY, FIRE ALARM AND COMMUNICATION DEVICES MAY VARY 5 FEET IN ANY GUEST HOUSE DIRECTION. COORDINATE WITH OWNER AND INTERIOR DESIGNER FOR EXACT LOCATION AND MOUNTING HEIGHT OF THESE DEVICES. SECOND FLOOR RICHARD SKINNER KWHM (3) #500 WIRES 4. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING MOUNTED LIGHTING FIXTURES AND DEVICES. & ASSOCIATES, ARCHITECTS - AND (1) #1/0 GRN CABLES 5. ALL WALL PLATES FOR SWITCHES, , GRND 2" CONDUIT (3)#1/0RECEPTACLES TELE/DATA JACKS AND TELEPHONE JACKS SHALL BE PLASTIC AND PROVIDED BY THE 2245 St Johns Avenue Jacksonville,FL 32204 PANEL 'MDP' (1) #6 G.G. ELECTRICAL CONTRACTOR. COLOR SHALL BE WHITE IN ROOMS, HALLWAYS AND CORRIDORS. COORDINATE WITH OWNER, ARCHITECT OR 120/240V PANEL '1 PA' POOL PANEL 2" CONDUIT INTERIOR DESIGNER FOR PARTICULAR AREAS TO MATCH WALL FINISH. 904.387.6710 www.rs-architects.com 2P,400 O PANEL 'PG' 6. SMOKE / CARBON MONOXIDE DETECTORS: 120 VOLTS WITH BATTERY BACKUP. PROVIDE SMOKE DETECTORS IN ALL AREAS AS REQUIRED BY License#AA26001539 3 2P 30A 2P, 150 AMP-MAINL 7 CODE. VERIFY ALL LOCATIONS WITH ARCHITECT. ACTIVATION OF ONE DETECTOR SHALL ENERGIZE SOUNDER OF REMAINING DETECTORS. CIRCUIT BREAKER. ' 7. STANDBY EMERGENCY POWER SYSTEM: Consultants 2P 150A__E 2P, 200 A. AUTOMATIC 6 2P 150A TRANSFER SWITCH 2P,30A 0 • 20 KW, 120/240V SINGLE PHASE, 3 WIRE. EMERGENCY GENERATOR. INTERIORS 1 FLUSH MOUNTED S KMH Design � 2 P,100A • 1800 RPM WITH A VARIABLE SPEED COOLING FAN, AUTOMATIC VOLTAGE REGULATOR. 1510 3rd Street North r, (3)#1/0 CABLES 2 50A Jacksonville Beach Florida 32250 • ENGINE FUELED BY LP GAS. LIQUID COOLING. TO POWER SOURCE AS DIRECTE STRUCTURAL 2P 150A (1) #6 G.G. 20KW ZP 2 OHMS MAXIMUM RESISTANCE li 2" CONDUIT 120/240V, 1� 100A � • A SOUND ATTENUATED Lou Ponti o & Associates Inc BY POWER COMPANY. (3) #500 NUATED STAINLESS STEEL ENCLOSURE PROTECTS GENERATOR FROM HARMFUL WEATHER AND REDUCES EXTERIOR g 0 0 0 420 Osceola Ave MCM CABLES IN 3 1/2" CONDUIT LP GAS ENGINE INSPECTION PLATE NOISE LEVELS. INCLUDE KEY LOCKS FOR SECURITY. CRITICAL SILENCER. INSPECTION PLATE EMERGENCY GENERATOR (3) #3, (1) #8 CABLES Jacksonville Beach, FL 32250 FIRST FLOOR IN 1 1/4" CONDUIT FIRST FLOOR • BUILT IN BATTERY CHARGER ELECTRICAL (3)#2 CABLES Haddad Engineering Inc. j • AUTOMATIC SAFETY SHUTDOWNS PROTECTS THE ENGINE AND GENERATOR IN EVENT OF LOW OIL PRESSUREHIGH TEMPERATURE (1) #8 G G , , 2955 Hartley Rd, Sutie 205 ' 1 1/4" CONDUIT 1"CONDUIT WITH OVERSPEED AND/OR OVERCRANK. Jacksonville, Florida CONTROL WIRES ! • CIVIL ENGINEER 2 POLE, 100 AMP MAINLINE CIRCUIT BREAKER. I TO BUILDING FOUNDATION REINFORCING BAR Anchor Engineering of Florida TO BUILDING FOUNDATION REINFORCING BAR (3)#1/0 CABLES NO LESS THAN 20 FEET LONG, 1/2 INCH • AUTOMATIC SEVEN-DAY EXERCISER RUNS THE SYSTEM FOR FIFTEEN MINUTES EACH WEEK TO MAINTAIN TOP RUNNING CONDITION. 4000-11 St.Johns Avenue NO LESS THAN 20 FEET LONG, 1/2 INCH (1) #6 G.G. MINIMUM DIAMETER. Jacksonville, Florida 32205 z MINIMUM DIAMETER. 2" CONDUIT • 2 POLE, 200 AMP REMOTE MOUNTED AUTOMATIC TRANSFER SWITCH, NEMA-1 ENCLOSURE. LED INDICATORS. UL LISTED. SERVICE LANDSCAPE 1/0 RATED WITH 2 POLE, 150 AMP MAIN CIRCUIT BREAKER. 1/0 3/4" x 10' COPPER CLAD GROUND ROD- Ben Dinkins Landscape Design 2 OHMS MAXIMUM RESISTANCE 3/4" x 10' COPPER / • SYSTEM SHALL BE COMPLETE WITH BATTERY AND ACCESSORIES. COORDINATE WITH GAS COMPANY TO CONNECT FUEL LINES. FIELD 2245 St.Johns Avenue CLAD GROUND ROD POWER RISER DIAGRAM TEST GENERATOR WITH LOAD. Jacksonville, Florida 32204 NOT TO SCALE too PROVIDE POWER CIRCUITS TO CONNECT BATTERY CHARGER AND BLOCK HEATER. to 1111111j"I" 8. DATA/TELEPHONE WIRING: ••"""'••., POWER RISER NOTES: •.,��ENS161 a. FURNISH COMPLETE DATA/TELEPHONE CABLING SYSTEM. INSTALLATION SHALL COMPLY WITH EIA/TIA, NEC AND UL STANDARDS. = �;'�/�6/4/9 • b. PROVIDE (2) 2 HOUR TRAINING SESSIONS TO INSTRUCT OWNER IN THE USE OF SYSTEM. 67 ' Q1 120/240 VOLTS, 400 AMP MAIN CIRCUIT BREAKER SINGLE PHASE, 42 CIRCUITS, FLUSH MOUNTED PANELBOARD. c. DATA/TELEPHONE CABLES SHALL BE CATEGORY 5E, 4-PAIR 24 AWG 350 MHZ CABLE, YELLOW JACKET. _ *- d. PROVIDE (40) GRAY, PATCH CORDS (TELEPHONE). Q2 120/240 VOLTS, 200 AMP MAIN LUGS ONLY, SINGLE PHASE, 40 CIRCUITS, FLUSH MOUNTED LOAD CENTER. e. PROVIDE (10) 3' GREEN, CATEGORY 5E PATCH CORDS (DATA). TEST ALL DATA/TELEPHONE CABLES USING EQUIPMENT MEET TIA •': _E OF 3 TSB-67. PROVIDE REPORT FOR EACH CABLE.SURGE PROTECTOR-APT# TE-01XDS-15-4X. f. PROVIDE LABELS TO IDENTIFY OUTLETS, PATCH PANELS AND BOTH ENDS OF CABLES. �s, •�.,�� " `°\, E ® SURGE PROTECTOR-APT# TE-01-XCS-10-4X ONA> 9. CABLE N: �5 ALL CIRCUIT BREAKERS FEEDING FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, a. PROVIDE TV CABLES, OUTLETS, PATCH PANELS, SPLITTER, TAPS, SURGE PROTECTORS AND AMPLIFIERS FOR COMPLETE CABLE TV BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE SYSTEM RECEPTION AND DISTRIBUTION. PROTECTED BY A LISTED ARC-FAULT CIRCUIT BREAKER INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE b. COAXIAL CABLE SHALL BE RG-6 TYPE. PROTECTION OF THE BRANCH CIRCUIT. c. SIGNAL STRENGTH AND CLARITY OF PICTURE AND AUDIO SHALL BE TESTED AND DOCUMENTED FOR EVERY TV OUTLET. © SERVICE RATED MAIN CIRCUIT BREAKER/AUTOMATIC TRANSFER SWITCH. 2 POLE, 150 AMP MAIN CIRCUIT BREAKER, 2 POLE 200 AMP AUTOMATIC TRANSFER SWITCH WITH EXERCISER. r� (2) 120/240 VOLTS, 100 AMP MAIN LUGS ONLY, SINGLE PHASE, 40 CIRCUITS, NEMA-3R LOAD CENTER. GENERAT V LOR LOAD CALCULATIONS = 1,000 SIF •L DESCRIPTION "�IC: ° CONNECTED DEMAND DEMAND �... V- LOAD FACTOR LOAD Q LTG AND GENERAL USE REC. 3W/SF 3,000 W U r APPLIANCE CIRCUITS (2) 3,000 - W U N REFRIGERATOR 1,500 W AHU 2,900 W m U F MAIN HOUSE f� GUEST HOUSE EVITON BASIC HOME HPU 5,000 W � � •C NETWORKING UNIT (BHN) AND SMC INSERT Ln SUBTOTAL 15,400 W 0 r'- 4--`AND COVERR MODEL #47604-BHN. TOTAL EST AMPS AT 240V 64 AMPS --*--LEVITON SERIES 100 STRUCTURED MEDIA CENTER. ISSUE (1) RG-6 COAXIAL CABLES, (2) RG-6 COAXIAL CABLES, S4 S2 c �( LOAD CALCULATIONS (1) FOUR PAIR (2) FOUR PAIR CATEGORY 5e CABLES (2) RG-6 COAXIAL CABLES, (1) RG-6 COAXIAL CABLES, OF BOX no . date description CATEGORY 5e CABLE $2 S4 (2) FOUR PAIR CATEGORY 5e CABLES (1) FOUR PAIR NOT TO SCALE 6,250 SF 1 7/22/13 PERMIT SET SECOND LEVEL CATEGORY 5e CABLE DESCRIPTION CONNECTED DEMAND DEMAND SECOND LEVEL LOAD FACTOR LOAD LTG AND GENERAL USE REC. 3W/SF 18,750 W 14.38" RANGE 9,600 W MDF DISHWASHER 2,400 W i, TELEPHONE/DATA/VIDEO FLUSH BOX 42H x 14.38W x 3.6D WASHER (2) 3,000 W REVISIONS _ SURGE LEVITON SMC 420 DRYER (2) 10,000 W no . date description PROTECTION ❑ IDF WITH HINGED DOOR APPLIANCE CIRCUITS 6,000 W 3/4" CONDUIT 1"C.,RG-1 1 CABLE 4 PAIR CABLES TELEPHONE/DATA/VIDEO WATER HEATERS (4) 18,000 W 17 (1) RG-6 COAXIAL CABLES, (2) RG-6 COAXIAL CABLES, SURGE REFRIGERATOR (3) 4,500 W CABLE TV BOX = = SECURITY PANEL (1) FOUR PAIR (2) FOUR PAIR CATEGORY 5e CABLES PROTE CTION ❑ ' o v vv vv vv vv 24 PORT PATCH PANEL GARBAGE DISPOSAL 1,200 W(1) #4 GREEN BARE CATEGORY 5e CABLE o WITH TELEPHONE MODULE v v WARMING DRAWER 1,500 WCOPPER GROUND TO 6.25' v v v v v v v LEVITON 47603-24P BELLSOUTH TEL. BOX NEAREST APPROVED TYPICAL WALv v v v v v v ICE MAKER (1) 2,400 W BUILDING GROUND. DATA/TEL./TV OUTLET v v v v v v v FIRST LEVEL FIRST LEVEL 24 PORT PATCH PANEL Scale:(1) #4 GREEN BARE WITH TELEPHONE MODULE SZL COPPER GROUND TO 6.25" Project N o.: 120 8vv o LEVITON 47603-24P SUBTOTAL 77,350 WNEAREST APPROVED 4 PAIR CAT5e OUTSIDE PLANT (TEL), v v v v v v v BUILDING GROUND. #4 GREEN BARE COPPER GROUND TO (4) RG-6 CABLES (TV), v v v v v v v FIRST 1OKW Drawn by: WH NEAREST APPROVED BUILDING GROUND. IN 1 1/2" CONDUIT. REMAINDER OF LOAD , ,000 W 67,350 W 40% 26,940 W Checked by: NH C 1 C.,CAT 5e CABLE * 1" CONDUIT SPARE. 4760RT8PTB POWER BLOCK LEVITON #47605-DP HPU-1 + FAN (1/2HP) AT AHU-1 6,600 W 100% 6,600 W Sheet Title C 1 1/2" CONDUIT CAP AT HPU-2 + FAN (1/2HP) AT AHU-2 4,700 W 100% 4,700 W RISER 5 FEET BEYOND BUILDING. 3.2" " HPU-3 + FAN 1 �.® �.� 2.8 ( /2HP) AT AHU-3 2,900 W 100% 2,900 W HPU-4 + FAN (1/2HP) AT AHU-4 2,900 W 100% 2,900 W DIAGRAMS 1-1/2" CONDUIT CAP IR 5 FEET HEAT STRIP-1 10,000 W 65% 6,500 W l BEYOND BUILDING AS DIRECTED G C G O ' ' 3.1" HEAT STRIP-2 10 0 AND NOTES BY CABLE TV COMPANY. 3.1" 00 W 65% 6,500 W LEGEND : HEAT STRIP-3 5,000 W 65% 3,250 W Sheet Number 1 X 8 VIDEO SPLITTER MODULE HEAT STRIP-4 50 W 5 x 00 65% 3,250 W TE ATA V01 8 VIDEO LE P H 0 N E DATA VIDEO RISER E R D S2 � CE,f TV OUTLET: LEVITON 47690 8C SERVICE MODULE / / DIAGRAM O # SPLIT HVAC UNIT 3,500 W 100% 3,500 W (1) 'F' CONNECTORS, (1) CATEGORY 5e, SURGE PROTECTORS FOR LEVITON #47691-5MS COORDINATE WITH ARCHITECT FOR COLOR. POOL EQUIPMENT 9,000 W 100% 9,000 W NOT TO SCALE RJ-45 JACK. CABLE TV. DATAS4 COORDINATE WITH fTV OARCHITECT FOR COLOR. (2) 'F' CONNECTORS, (2) CATEGORY 5e, TOTAL 136,950 W 86,040 W of RJ-45 JACK. MDF BOX CURRENT @ 1 Phase 240V 358 AMPS I NOT TO SCALESERVICE SIZE 400 AMPS CONSTRUCTION DOCUMENTS I - LIGHT FIXTURE SCHEDULE SYMBOLS LEGEND - REFLECTED CEILING PLAN GENERAL NOTES- FIXTURE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION _ SYMBOL MARK MANUFACTURER MODEL NUMBER COLOR/nNISH BULB WATTAGE AND TYPE TYPE OF MOUNT MOUNTING HEIGHT REMARKS 1) DRAWING 15 PROVIDED TO SHOW DE51GN INTENT AND � SURFACE DIRECTIONAL LIGHT � ELECTRICAL OUTLET N TELEPHONE OUTLET COORDINATE PLACEMENT OF FEATURES AT CEILINGS, EAVES, A 13 B-K LIGHTING VQ-LED-e27-MFL-A9-BZP-I I BRONZE 8W LED, AMBER, MED. FLOOD RECE55ED CEILING CEILING "TURTLE FRIENDLY" EXTERIOR DOWNUGHT r ��, �.. AND HIGH ON WALL5. WHERE CONCEALED OR UNFORE5CEN RECESSED GROUND LIGHT HALF-SWITCHED OUTLET ® HARDWIRE CONNECTION (f0 MATCH EQPT) I ` I CONDITIONS PREVENT REASONABLE PLACEMENT OF FEATURES B B-K LIGHTING 5Q-LED-e27-A9-BZP BRONZE 8W LED, AMBER RECE55ED WALL 12"AFF U.N.O. 'TURTLE FRIENDLY" PATH LIGHT,SHIELDED w 4 " A PER THIS DRAWING, CONSULT ARCHITECT FOR RESOLUTION. WALL SCONCE 220 VOLTAGE REQUIRED TEI I=VISION OUTLET 1 # i 2) COORDINATE FEATURES WITH LIGHTING SCHEDULE, HVAC C MINKA AIRE F579-BNW"MAGELLAN" BRUSHED NICKEL NONE PENDANT 9I AFF 54"CEILING FAN WITHOUT LIGHT r r.,y.. SCHEDULE, FINISH SCHEDULE, AND INTERIOR DESIGN __ 'TURTLE FRIENDLY" EXTERIOR WALL SCONCE, DOWNLIGHT ® RECESSED CEILING LIGHT �9fi GROUND FAULT CIRCUIT INTERRUPT OT THERMOSTAT DOCUMENTS. D 9 B-K LIGHTING EC-LED-e27-MFL-A9-BZP-I I-B BRONZE 8W LED,AMBER, MED. FLOOD WALL SURFACE 7IAFF U.N.O. ONLY, SHIELDED; HONEYCOMB BAFFLE v METER WITH SHUT OFF �� 3) CEILING HEIGHTS GIVEN ARE APPROXIMATE AND MAY BE RECE55ED WALL WASHER �wP WATERPROOF OUTLET ADJUSTED WITHIN REA50N TO COMPLY WITH DESIGN INTENT E - NOT USED- '' _ ' AND STRUCTURAL 5Y5TEM5 UNLESS NOTED OTHERWISE. 2'-O"BELOW D RECE55ED WALL/STEP LIGHT �42 HEIGHT ABOVE FLOOR(IN INCHES) n D15CONNECT SWITCH 4) CEILING HEIGHTS ARE GIVEN FROM INTERIOR FINISHED FLOOR. F 1W HAYWARD CL4-0 WHITE PLASTIC 3000K 50W LED POOL LIGHT SURFACE AMBER COLOR DURING TURTLE SEASON . PA I A-5NT-5TT-RND-360-MO 14- 18"ABOVE PENDANT LIGHT, FEATURE LIGHT, 7& FLOOR DUPLEX RECEPTACLE SD 5MOKE DETECTOR RICHARD SKINNER G VISION 3 12-18-123 CAST ALUMINUM 2.4W AMBER LED STAKE GROUNDTURTLE FRIENDLY" PATH LIGHT,SHIELDED O OR CHANDELIER-SEE SCHEDULE & ASSOCIATES, ARCHITECTS I �r RECESSED OUTLET ® DOOR CHIME H - NOT USED- CEILING SURFACE LIGHT ABOVE COUNTER DUPLEX RECEPTACLE I— ELECTRICAL PANEL 2z45 St)ohnsAvenue Jacksonville,FL 32z04 J LIGHTOUER 302 MREX/344AWHX WHITE 12V 5OW MR I G RECESSED CEILING CEILING TYPICAL INTERIOR RECESSED CAN U.N.O. ® EXHAUST FAN OD DISPOSAL ® SMART JACK- 2 904.387.6710 www.m rshaelmoom K LIGHTOLIER 302 MREX/347AWHX WHITE 12V 50W MRI 6 RECESSED CEILING CEILING INTERIOR RECESSED CAN -WET LOCATIONSLice#AA26001539 ® RECESSED VENT/t-IGHT O DOORBELL OR GARAGE DOOR CONTROL ® SMART JACK-4 L * VIBIA I 1 28-01-HAL WHITE (3) 120V 4OW T-4 HALOGEN CEILING SURFACE CEILING UTILITY LIGHT I $ SINGLE-POLE SWITCH [V 5ECURTTY5Y5TEM KEYPAD 3 Consultants M HERA F-534LED/WW+ 5PLEX34 WHITE 10.8 WATT WARM WHITE LED WALL SURFACE ABOVE DOOR CL05ET LIGHT CEILING FAN $3 THREE-WAY SWITCH INTERIORS N DIODE LED DI-001 WA 1 .44 WATT/FT 2700K LED UNDER CABINET UNDER CABINET INCLUDE DIMMABLE REMOTE TRANSFORMERS i 9 $4 FOUR-WAY SWITCH KMH Design P OFCI DECORATIVE PENDANT LIGHT-TBD TBD TBD-ALLOW 300 WATTS CEILING SURFACE CEILING VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING 1510 3rd Street North 1 ® LINEAR STRIP $d DIMMER SWITCH Jacksonville Beach, Florida 32250 - Q OFCI INTERIOR CEILING FAN-TBD TBD TBID-ALLOW 150 WATT5 PENDANT 8'-G"AFF VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING S1DF-WALL REGISTER $� FAN CONTROL STRUCTURAL I S 9 OMI INTERIOR WAIL SCONCE-TBD TBD TBD-ALLOW 150 WATT5 WALL SURFACE 7147 AFF U.N.O. VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING Lou Pontigo&Associates, Inc . SIDEWALL RETURN $1 TIMER SWITCH 420 Osceola Ave 1 U UTHONIA AW 2 32 120 WHITE 120V 2 LAMP T8 CEILING SURFACE CEILING ARCH. WRAPAROUND 48x1 I-I/4"x3-3/8" ® d, Jacksonville Beach, FL 32250 CEILING REG15TER $ DOOR SWITCH Q SPRINKLER HEAD LOCATION X ® FANTECH - - - REMOTE CEILING REMOTE FAN SIZED 4 WITH GRILLE BY HVAC $ "SMART'SWITCH TO COORDINATE WITH ELECTRICAL CEILING RETURN $ LIGHTING CONTROL SYSTEM Haddad Engineering Inc. 2955 Hartley Rd,Sul 205 1 IMPORTANT: ALL INTERIOR LIGHTING, INCLUDING LOW VOLTAGE AND LED, SHALL BE DIMMABLE. COORDINATE REQUIREMENTS WITH SPECIFIED CONTROLS- MISMATCHED 5WITCHE5 ARE NOT ACCEPTABLE. Jacksonville,Florida CIVIL ENGINEER ~Q/C U n i.ts Anchor Engineering of Florida r Y 4000-11 St.Johns Avenue TELEPHONE BOX -! - LIGHTING CONTROL lJ`TV BOX D / PANElS IN CLOSET J nvi e, Florida 32205 - UNDER STAIR LANDSCAPE PANEL I A :]H:- r Ben Dinkins Landscape Design I --- __ -- ----- ----- ------ --- - - ---__ -------. ---- ----- r 1 _- __ -.. ...-_.. --------------------A - - ___ __ . 6"S . 1 r --- - --- �, _ , I _ DOWNSPOUT Jacksonville�Flor'�da 32204 ---- - - 2. J ,l I I,-"-- ' __—____--_ -- 1- - ___ -__ _- !' iii 1 , 1 0 a ------ nf--1 _-_-___.._I-_._ i / J .,1_____ _ ___ ____ _ ___ ��_I - ' j i —-— ISURGE PROTECTOR I 107 I I` :-, �_ — I I - -1 „ -n 1 ! ; 1, I L I I I j + i� I ! I ANEL MDP !I - -... I !I I I i I I I ' I J • l i I ! I 1 ! I I I I ! ! 1 I I ' .,, , 1 1 1 II ! 1 ' I , L Starr 1._ . I I � IIi ' , I Ili ; I, ___­______L__.__ I , I ' '--z - -__ I! 1 1 17 I ! 11 11 i I ; ! 11 I - - --- I Dintn I I I I Mount over 108 _.._ $.-... III I I ! 1 ! 1 IF -------- -------- -- I it11 ' I I I --- ---___, I: I I , ; IN MOUNTED 1 - ----- ---- -- 109 I i I ! I i I 1! Ir edoor( .) I G ---- ___- 1 ------ - I 1 1 I I I I 1 1 i I ! 'II i 1 ga ag typ -- - ------ -- - K I I r I I I l --- --- --- ---------- -__ II 1 I I I ' ! 1 I i ! ! ' i ! ! ; I I i . ' ! I 'Ii 1 1 103 I r 1 TO 5WI H AT TOP ,I 1 1 1 j l I I j I I I ----' I I__ _ __-__- _ IOSet Closet 1 1 ; I 1 I I I II i 1 1 ; 1 ' : - --- - __ - F TAI 4 I I I ! 1 I I l I I ! ! I 1 r l - 0 5 RS I 11 ! I I I IN' . I I ( I D 104 105 II ' ! ! 1 I I ! CONI`If`IUOUS N 1 M I 1 I I , L__ 1 ' : ' I I 11 1 I FIXTURE IN REVEAL 'III I I ! ! ; ! I I II ;, 1 -- -- P I ii I 1 I I1 I 1 1 1I II ! ! ! I I I ' ' I I -.__ .M - K '' I : I 1 AT 1 I ' 1 - -- - 1. I 11 ! ! I ! I I I - I I ! t--=__ r WALL/CEILING - I I I I; I I I 1 1 I j 1 INTERSECTION ;, I 1 Mud i' I ! 'i,, ! l I I I I I I I I ILl' i I 1 ! I 1 1 I I 1 !I i l I ! ! 1 ' I' 1i 1 I 11 i 1 I I I , ', 1i ------ I I I I II i Room J ; I I I I I 1' t - -- �, i I II 1 I I ! I I I II ;! 1 11 ; I 1 _ : ture I' a ! I ! III . I I it ! ! I ! I I ' II 'i l I i L* ",_.- 106 1 1 I I I I I ---------- -- L ; i ) I I --- F i . II i I t i; I I n Ele for i i ' 1 - _1. 1 : 1 I I I' I' 11 ! 11 1 Ii I I I I , ! 11 ® 1 I li I V I I I I I i ! ;I I - ' ' ' I •_ I I' 1: I III1 ! ! ', I I I ' iII :, ' I I � , , I I � I I ' 1 I I I I !i I I , , �i II I ii II I, - 11 1 1 ! ! I l I I l i I i L, li I I !' �' - ! i ! I 1 I 1 1 ! ! i L I ,i gf 1' I I i I 1 1 ' I I 11 ----'--'- --'---- -' 11---------.-}...-.. i !I I _.._. ... III J J I I I ' t I , i I , , ! i'I j 1 i 1 . _ J 1 I II V II t., , 11 ! I i I ! 1 i i ! ! I 'I,I ! 1 ; ; I 1 '1 I 1 , ___..-____.._. ____________._______._, 1 BI B SSSS J. II I I l 11 I -0 - Cz -; ---- - - - ----- 1 $ II ; 1 - - I ; �-+, ' ! i III ,, J -;.__t_._._ I I 1 Q� 1 " I I I I I : i i__I' t I L -- _ ' I II 11 I I 1 I Iy I II I II I __ --__.-.__ __------ __-- '1 II O _ ----- __-__--- __ I t - - i I i I ! i 1 1 I1 i 1 V/ J I 1 I 1 ( I I I I �.L.. I 1 i ,. I I I I J 9.. I I I I I : I i I II 11 I i I I ' l TO LANDSCAPE � ; � ' 1 ,_ ____,_ - - ! 1 I 1 1 ! I I 1 � I I i I I 1 I I I ', i I I I I I i I � i � i I 11 i 1 ' I 1 1 1 1 1 1 I I ' ! II 1 1 V LIGHTING -- - - - Efit. - - 1 Entry I I I I I 1 I i I — - - - - , I - - - - - - - - - -- - �. ' -i - i' TSI -f r - 1 : I I ; --`- ,,. _-t - ' �.,. - � �T I + , � �' I I �t T I � I 1 i I I ', I I 1 1 I 1 I ' I i rr - - -- -- Hall I I I I I i 1 I J ' _+ , ! 1 -__ _ _ _ --- - ! ; 1 I 1 I j I I I 1 -- x _ __ - I 101 I I I ( I I 1 1 I 1 i I 1 (, 71 1 ; I t --�- -t=_-- - I I j I I I I - - 1wlrcHl=S To IBL= I i , Ji I . - ----- -- -'�` -I i 1 I I I I I - - - - - - - - - - - - - - - - - + -I 1 i ;i _-_- -----___-- ___ ____ I LOCATED REMOTELY I I ' ;I I j I I - ---- ------- J - Ii ! I i I I I I I I , -1 u I 11 ! B IM ; - I I ,11 ! NEAR LIGHTING ! I I I 1 1 1 y I ! 1 V 1 1 II 1 -- - S 11 1 CONTROL PANEL I I I ! 1 J : s I I 11 I I IV a--+ 7 --- - --- I I 1 1 . I , _ B B I --- � --- _._ -,; S ; 1 � 1 I i ' I i 1 1 i ' I: ___. �__ 1cld ',I III Ii _.._.._.._.._.. 1 i 1 I I I ! i i i : I I ''';I i i 1 1 ISI ,^ Cz ; 11 �: 1 : I I , I J I I �� 11 , 1 I s III i I I it I11iIl I j 11 B +# 111 I I l 1 l i 1 i 1 1 ; 1 1 1 I I �- 1 1 1 1 ! I j 1 1 1 1 1 I I ! 1 ! 11 1 i i i e'r-- ----- ---- -_._ -- '' 1 1 -I 1 1 I I 1 f i ! 1 ! I /(1 1 I J / I I I ! I I l 1 ; ; 11 li I I i 1 I I,. J II _, _ _ J ! II I '1II ! ' ! 1IIj ; ' iI ' ' ' I , I - I ! 4) , ' I i 1 II I I 1 1 !I I I I I 1 1 K I 1 I , , Bat I J 11 IJ I I I I I 1 i 1 I ! i , 1 1 1 1 1 . II I 1 1 I 1i i ii i ' 1 I ! I 7 II ! , 1 1 1 I I 1 ! li 1 ! i i I ! I ! I 11 : , , , ; :. 1 1 I I 1 II I S 11 I I I IiI I, I j I I , .---_. -.- 'I -_,-__ 11 1 I 1 1 i I 1, 1 i I I II I II ,, l i 1 1 III �I_._ _ ___ ---,II I --I I I II ! I I i 1 1 ! ;I i' 11 I I i 1 . ' ® : - : I , , I I 'I, ' i I 1 1 _._.._.._._i I: I i. 11 1 i ' ; '1.1 I- 1 i I I II ! en 1 0.,. ....;I N II it 1. I 1! 1 I r 1 1 _ 1 I I 1 1�, ; 1ID 1 I ii III I I I -- ,I ILL I I i i 1 i I - - - - _ _ ,1 I ISSUE II _ _ i , 6 "i1 I I 118 K I I I I � i ! ! '11 1 !r ii;1 ii i -- I � ;f''': I+'e:�". --- - - -- - ' I ' i ' i I I I i t I 1 I 1 '1 " a - I I 1 k� I I I -gym.!; I i I no.date description 1 1 1 i 1 I I i 1 i 1 1 I ;! I I 1 1 I ' 1 ' 1 � i I I i ; '; ; 1 : 1 ' Q '1 11 I I I i IIIIIi 1111' II111i1 i1 ! ii � i11 II ' 1 S,- I; P 1 --- 1 ,I I'1 1 1 I I ; I I I 1 7/22/13 PERMIT DESIGN I 1 i1 I I, 1 I !I I I 1 1 : I ' I I : 1 P i9- I I ! , III > '' 'I I 1 I 1 1 1 I I 1 1 K k, I k I i I 11 1 1 1 . a I I N - --r-- I.._ _.__. ___ -__. — 1 I I I 1 i i 1 1 1 11 ! 1 I L. 1 1 I I jI --- Ii ii r �� -- -7 -F - - -F ; 1 1 1 I -------- - it i _.._._._ _ _._. _.. .. 1 _--_._._--__ - H k : ! : ; ; i I 1 , J fc J 1 i J - - - - - - - - - VB 3 - Kitchen - - - 1.1 I ----_ _- - - �I .X I __- - -. -.-. _._ _._ _. ' I I I I _ __ - - - _... --- -- - -- I REVISIONS I I _ wer I __ __---- -- --_,I - - --- - - -- - -- --- - ....-- ---- - --- --__. - d - I I 1 1 r 1 ----5- - - __._._ 11'_._- lig--- ----__-. - J i1 1 t ' 1 I - 1 __-__-_ .-..--.. ._._.� _._.._...-.._ _._. __--_._-__.._ I 1 .--------- -- -- - -- - 1 �-..._ 115 no.date description I ------------ ------- - -- -- ----------------- i - - 1 I - - - 1 --- ---- -- - --- --- t Covered; - I_ = -- I ' ,--- ,- ---- -____ _-- -- ---_ - ----------------------------------- 1 111 I - ___-- I ; r - is 1 r- _..-_-- - -- ' ' -.. - 1 I _ __ ______ _ _____ ____ -_-_______ ___ _____ _ ___. _____ ____ _ _ __-___ __ _-_____.--.--.--.-_.__.. ___ ____ ! ---- - ------ 1 t II - I I I : 1 -- - -__._ -__.--- ---- - - -- - - - _...-..- --------------------------------- I ----------------------------------- - 1 -B . B 1 1 1 ; , - ---- I 1 1 ' 1 I Ii -- ---'----- ------ -- - ---'------_- -__-- - _�- -- �,� 1 - - ; I ; , : , III - -- - - - - ......... --- - - - I - --__ - -- _- - , I . � I I 1 :, _ Screened. ....- - -- --- --_ - - - - I -, - - - ; , I I I - - --- - ---- -- - --- - - I A 4 : . 1 ; I ; Porch ' 1 ; I I I I III II - _-- C 114 -, I ; 1 11 I . 11 I 1 1 ---- 1 -- _ - -- - - - -- ------- ---- - - -- --- - I 1 � ' ; I .. --- --- -.-- - - 1 --- - -_-_-- ---- --- ------- ...__ ._- ----- - -_-- _---_---- 1. - ----_--- --------- --------- - ' 1 , I III 1 1 --- Mast- - _ .- 1 III III -- -- --- ----- I ; I 1 -- ---- I I - I 1 I ; I I : I , I , ! -- - --- - - -- ------ --- -- - Scale: AS Indicated I , I ; r - -- - I . 1 I I I TT3 - --- ---- - ----- -- - I I i --- _ —— —'— - - i 1 - - --- ---- - -- - - - -- -- - - I I -- . . --- - ----- -- --------- - ---- - I I 1 I ____ ---- - - - - - - - ; 1 P o�ect N 1208 I ; - -- I ' 1 ; ---- - -- - -- t _____._ . ___,- _---- ____ 1 I I . 1 I 1 ,1 -- -- ---------- ------ -------- --- --- ' 1. : ------=---- - --- --------- ------- - ---�- ----------'--- -.._.._._.._.._ --...- - -- raven I - - ! WH 1 I 1 ! 1 1 I II - -- - - -- -- r- -- - - --- ---- - - - ------ -- - ----------------------------- - -- -- - -- - ' ' III ;1 --A--- --- --- - - - K 1 ' ; A 1 ! I 1 + + - - --- -- I ! 1 I 1 ' i I ! ,1 , - . : : I ! I . I - ----__-__ - -..-_. --------------------------------------------------------....... --... ........ " ------------ - 'i- -- -------t--.—.--,-.—.----.--.--.--.-- ---------------- ---- --------- ----- ---------.--.--�— --- --- ----- -------- ------ ----------- - -- - ------- ! - 1 I - I Checked by: NH : 1 __--- ---- ------ ------- , ' i 1 _ ' 1 - --- -.____- ...---- ------_ --_- ..-.--..-..-- _ - _ _. _ - ---- El--.,-----------------------------------------------------�--�____----------------------------------------------------------------- -- --- -- I ' I I I _ _ - - - - --- - ---- Title - - Sheet T tl 1. _ __- sl s1 sl I . t i --- - - - -- ----- _ -_-- -- .._-. -- - -- ' -, Sh 1 1 ' 1 I I _.--- -.- -.-.--_--- . ._..-'- --.-_--- _---._ --_..! -... ------- -__-- sn eJ 1 I ! -- I - � -- - I QUARE I I i = -- -_ -__- _ - --_ -- ---.- ---- -_- �__--. ti DOWNSPOUT First Floor 11110 I I I 11 I - __ __ ----------------------------------- __ - _ __ _ D -- Lighting Plan I I I ! 1 - __ 1 - - - ------ ---- --- -- I --- -------- ------- - - ----- ---.---- .----- ------ _I _.__ 1 ____ __ --- --- ---._ __ _- __ ------------------ _ -a4 -------------------------- - 1 1 - --------- - ___ _- --_ -__ -_ -_- -- Sheet Number - -- - --- - - - - ---- ----- -- ------ ___ -- - --- -- ---- --- 1 � ! / i--------------------------------------L--------------------- k�------------- . I _- TO GUEST HOUSE Ell O 1 I t EXTERIOR LIGHTING ' i I - of I I First Floor Lighting Plan 1 5CALE: 1/4" = I'-0" 0 2' 4' e' CONSTRUCTION DOCUMENTS SYMBOLS LEGEND SYMBOL DESCRIFnON SYMBOL DESCRI7TION SYMBOL DESCRIFnoN I SURFACE DIRECTIONAL LIGHT ELECTRICAL OUTLET N TELEPHONE OUTLET , RECESSED GROUND LIGHT HALF-SWITCHED OUTLET ® HARDWIRE CONNECTION (TO MATCH EQPT) } " r .s WALL SCONCE 22() VOLTAGE REQUIRED TELEVISION OUTLET • RECESSED CEILING LIGHT 911 GROUND FAULT CIRCUIT INTERRUPT TO THERMOSTAT W' aR WITH 5HUT OFF RECESSED WALL WASHER �� WATERPROOF OUTLET METEH� D RF-CF55ED WALL/STEP UGHT Q�=42 HEIGHT ABOVE FLOOR(IN INCHES) D D15CONNECT SWITCH PENDANT LIGHT, FEATURE LIGHT, FLOOR DUPLEX RECEPTACLE SMOKE DETECTOR RICHARD SKINNER aOR,CHANDELIER-5EESCHEDULE & ASSOCIATES, ARCHITECTS �r RECESSED OUTLET Oo DOOR CHIME ® CEILING SURFACE LIGHT ABOVE COUNTER DUPLEX RECEPTACLE ELECTRICAL PANEL 2245 St Johns Avenue Jadsonvil ,FL 32204 ® EXHAUST FAN O D151-05AL ® SMART JACK- 2 904.387.6710 www.r%architw&com License#AA26001539 O RECESSED VENTAJGHT O DOORBELL OR GARAGE DOOR CONTROL ® SMART JACK-4 $ 51NGLE-POLE SWITCH 5ECURITYSY5TEM KEYPAD s Consultants CEILING FAN $3 THREE-WAY 5WITCH INTERIORS $4 FOUR-WAY SWITCH KMH Design 1510 3rd Street North LINEAR STRIP $d DIMMER SWITCH Jacksonville Beach, Florida 32250 SIDEWALL REGISTER $fc FAN CONTROL STRUCTURAL Lou Pontigo&Associates, Inc 51DEWALL RETURN $t TIMER SWITCH 420 Osceola Ave - ® CEILING REGISTER $de DOOR SWITCH ® SPRINKLER HEAD LOCATION Jacksonville Beach, FL 32250 CEILING RETURN $s "SMART'SWITCH TO COORDINATE WITH ELECTRICAL LIGHTING CONTROL SYSTEM Haddad Engineering Inc. 2955 Hartley Rd,Sutie 205 Jacksonville,Florida CIVIL ENGINEER Anchor Engineering of Florida --��q/C U n 1t5 4000-11 St.Johns Avenue ' Jacksonville, Florida 32205 TELEPHONE BOX LANDSCAPE ABLE TV BOX METER li Ben Dinkins Landscape Design PANEL 1'PA 2245 St.Johns Avenue --.i - - -- --------- ------------------ - G"SQUARE Jacksonville, Florida 32204 DOWNSPOUT -F a QDj ------------------- a" 1 SD I --- -- - --- I - --- - -i 9 I. 4_ 9 NO 90fi ----- -- --- -_---- -------------------------------------------I --- ------- -------- - - - SURGE PROTECTOR !I i !. i —- ; ;-- i fi I i ANEL MDP I 1 •.- I L . �_-:- :---- - F S O rIii I II l Dining s ------ - G �LING1 MOUNTED 109 i I t 103 ------ -- I; I Closet 1 PROVIDE SERVICE FOR AIV L I ' i � Closet r II h EQUIPMENT IN CABINET- 105 / _. COORDINATE WITH AN PROVIDER 1Q4 I 1VIDF_._. I tL. I I --- ------------------ Mud I - Room Future I -- Elevator r 1Ob i1 I I ---- I - - / 102 v I II ? I I -- -- I L O ---------------------------------------- -------- -- - -- I I T--- ; - gfi i -- '� - ----------------- --------------- - I Fa ily > I _o_m •w j f 110 y Q I - — --- COORDINATE FLOOR OUTLET Ent I EDt I LOCATIONS WITH FURNITURE 4� s U O PLAN AND INTERIOR DESIGN t ------------------Porch Hall 5D G� m ____100------ ; 101 V _.. m .0 I ; Ln Cz 9 ---------- fi }� Q I•, ' ' Si ref9111 Ll U it GFI IN APPLIANCE Bath '� I!9fi I j GARAGE I, I I '.1 -117 I 9fi I i ISSUE ---- Den 1 no.date description I'- I 118 _�, flI ; 1 7/2.2/13 PERMIT DESIGN I ' gfi - - n Hood ; dry I USB WALL CHARGER I ABOVE COUNTER ; 9 air sWtch I I i 9fi I ��' Igfi - - --- --- it -------------- Kitchen 1 - -- I I If gfi I II - ---------- - ------- --- -- _ REVISIONS 112 I!---------------- --- ----- ------ ------- _._ --------------�------ - -- no.date description Shower `--------- 1 .._ I I I I ------------------- 115 ----------------------------------------------------- ------------ wind ;Covered I i I i I _. .. Porch I _ 111 ---------------- j ------------------ Screened i Porch I ----------------- 114 _._ 114 Scale: As indicated i Breakfast -- --------------- Drawn----------- 113I Project No.: 1208 i by: WH Checked by: NH I wP _ - - -- -- - -__ i E Sheet Title I First Floor -7 IT I - 6"SQUARE ------ ----------- - -- __-- --- •- - - --- - - -------- = ■ ti DOWNSPOUT Power Plan - U Li Li Li Ll Li Sheet Number I ------------------- 1 - ---- --- - - -- -- ------ - - --- - - ------------------------------------------------------------------------------------------- Hu, ----- - ----- ------- -- ------- - - i I PE _.__.-._ ---_._ ...._.__.__.__.____.__.__.__-_.__.-__-.__.__.__.__.__._ -_-_.__ _! First Floor Power Plan E- 1 02 of 1 5CALE: 114" = 111 0 z 4' V CONSTRUCTION DOCUMENTS SYMBOLS LEGEND LIGHT FIXTURE SCHEDULE -REFLECTED CEILING PLAN GENERAL NOTES- FIXTURE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION TYPE OF MOUNT MOUNTING HEIGHT REMARKS SYMBOL MARK MANUFACTURER MODEL NUMBER CALOR/FINISH BULB WATTAGE AND TYPE N � SURFACE DIRECTIONAL LIGHT � ELECTRICAL OUTLET TELEPHONE OUTLET M w I I) DRAWING 15 PROVIDED TO SHOW DESIGN INTENT AND 8W LED,AMBER, MED. FLOOD RECESSED CEILING CEILING "TURTLE FRIENDLY'EXTERIOR DOWNUGHT COORDINATE PLACEMENT OF FEATURES AT CEIUNG5, EAVE5, A ® B-K LIGHTING VQ-LED-e27-MFL-A9-BZP-I I BRONZE RECESSED GROUND LIGHT HALF-SWITCHED OUTLET ® HARDWIRI=CONNECTION (TO MATCH >:QPT) !�Y AND HIGH ON WALL5. WHERE CONCEALED OR UNFORESEEN s B-K LIGHTING SQ-LED-e27-A9-BZP BRONZE 8W LED, AMBER RECESSED WALL 12"AFF U.N.O. "TURTLE FRIENDLY'PATH LIGHT, SHIELDED �y k CONDITION5 PREVENT REASONABLE PLACEMENT OF FEATURES B a PER TH15 DRAWING, CONSULT ARCHITECT FOR RESOLUTION. � WALL SCONCE ��� VOLTAGE REQUIRED �.J TELEVISION OUTLET 2} COORDINATE FEATURES WITH LIGHTING SCHEDULE, HVAC C MINKA AIRF F579-BNW"MAGELLAN" BRUSHED NICKEL NONE PENDANT 9'-O'APF 54"CEILING FAN WITHOUT LIGHT OO D IN FINISH SCHEDULE, AND INTERIOR DESIGN 'TURTLE FRIENDLY'EXTERIOR WALL SCONCE, DOWNUGH7 • RECESSED CEILING LIGHT GROUND FAULT CIRCUIT INTERRUPT O THERM05TAT ' 5 DOCUMENTS. p B-K LIGHTING EC-LED-e27-MFL-A9-BZP-I I-B BRONZE 8W LED, AMBER, MED. FLOOD WALL SURFACE 7'-0"AFF U.N.O. ONLY, SHIELDED; HONEYCOMB BAFFLE METER WITH SHUT OFF r 1 DOCU v RECF-55ED WALL WASHER �'"p WATERPROOF OUTLET , - 3) CEILING HEIGHTS GIVEN ARE APPROXIMATE AND MAY BE ADJUSTED WITHIN REASON TO COMPLY WITH DESIGN INTENT E -NOT USED- D RECE55ED WALL/STEP LIGHT �42 HEIGHT ABOVE FLOOR(IN INCHES) DISCONNECT SWITCH AND STRUCTURAL SYSTEMS UNLESS NOTED OTHERWISE. 2'-0"BELOW 4) CEILING HEIGHTS ARE GIVEN FROM INTERIOR FINISHED FLOOR. F HAYWARD Ci WHITE PLASTIC 3000K 50W LED POOL LIGHT SURFACE AMBER COLOR DURING TURTLE SEASON PA 1 A-BNT-STT-RND-360-MOI 4- 18"ABOVE PENDANT LIGHT, FEATURE LIGHT, � FLOOR DUPI.F�C RECEPTACLE S� SMOKE DETECTOR RICHARD S K I N (`•� E G VISION 3 CAST ALUMINUM 2.4W AMBER LED STAKE TURTLE FRIENDLY' PATH LIGHT, SHIELDED OR CHANDELIER-SEE SCHEDULE & ASSOCIATES, ARCHITECTS 12-18-123 GROUND RECESSED OUTLET ® DOOR CHIME H -NOT USED- O• CEILING SURFACE LIGHT ABOVE COUNTER DUPLEX RECEPTACLE ELECTRICAL PANEL 22455tJohns.Avenue Jadcsoiwllfe,FL322oa J ® LIGHTOLIER 302 MRD(/344AWHX WHITE 12V 50W MRI G RECESSED CEILING CEILING TYPICAL INTERIOR RECE55ED CAN U.N.O. 904.387.6710 www.rsarchitectscom EXHAUST FAN ® OD DISPOSAL ® SMART JACK- 2 License#AA26001539 K ® LIGHTOLIER 302 MREX/347AWHX WHITE 12V 50W MRI G RECE55ED CEILING CEILING INTERIOR RECESSED CAN -WET LOCATIONS ® RECESSED VENT/LIGHT DOORBELL OR GARAGE DOOR CONTROL ® SMART JACK-4 L + ViBIA 1 128-01-HAL WHITE (3) 120V 40W T-4 HALOGEN CEILING SURFACE CEILING UTILITY LIGHT $ 51NGLE-POLE SWITCH 0s SECURITY SYSTEM KEYPAD Consultants M HERA E534LED/WW+ 5PLEX34 WHITE 10.8 WATT WARM WHITE LED WALL SURFACE ABOVE DOOR CL05ET LIGHT CEILING FAN $3 THREE-WAY SWITCH INTERIORS N DIODE LED Di-001 WA 1.44 WATT/FT 2700K LED UNDER CABINET UNDER CABINET INCLUDE DIMMABLE REMOTE TRANSFORMERS $4 KMH Design FOUR-WAY SWITCH 1510 3rd Street North P OFCI DECORATIVE PENDANT LIGHT-TBD TBD TBD-ALLOW 300 WATTS _ CEILING SURFACE CEILING VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING UNEAR STRIP $d DIMMER 5WITCH Jacksonville Beach,Florida 32250 Q OFCI INTERIOR CEILING FAN -TBD TBD TBD-ALLOW 150 WATT5 PENDANT &I AFF VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING $� FAN CONTROL STRUCTURAL 51DEWALL REGISTER Lou Pontigo&Associates, Inc S OFCI INTERIOR WALL SCONCE-TBD TBD TBD-ALLOW 150 WATTS WALL SURFACE 7'-O"AFF U.N.O. VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WI 51DEWALL RETURN $t TIMER SWITCH 420 Osceola Ave U IliLITHONIA AW 2 32 120 WHITE 120V 2 LAMP T8 CEILING SURFACE CEILING ARCH. WRAPAROUND 48x 1 1-1/4'x3-3/8" ® ® SPRINKLER HEAD LOCATION Jacksonville Beach, FL 32250 CEILING REGISTER $d� DOOR SWITCH ELECTRICAL X ® FANTECH - - - REMOTE CEILING REMOTE FAN 51ZED*WITH GRILLE BY HVAC s "SMART'SWITCH TO COORDINATE WITH CEILING RETURN $ LIGHTING CONTROL SYSTEM Haddad Engineering Inc. 2955 Hartley Rd,Sutie 205 Jacksonville,Florida IMPORTANT: ALL INTERIOR LIGHTING, INCLUDING LOW VOLTAGE AND LED, SHALL BE DIMMABLE. COORDINATE REQUIREMENTS WITH SPECIFIED CONTROLS- MISMATCHED SWITCHES ARE NOT ACCEPTABLE. I I I Anchor Engineering of Florida CIVIL ENGIN ----__ - ------ ---- ------------- ---------- ---- -- - --- - ----- - ------- ------- ---___--- --____- -- ----- ---____ --- -__--- ----__--- ------ 4000-11 t.Johns venue � ---- ------ --- ---- ---- -- ------ --------------------�-- ----- ----- ---�-------�- ------- -- ------ ---- ----- ---- ------------- ------ -- ---- ------------ -------- ---- - ---- ---- ---- - - -- - _. _.__._ -- - --- ------ ----- ----- ------ -- Jacksonville,Florida 32205 I - - - - - - -- -- - - - - - --- - - - - --...- --- ----- - - - - - - - - -- - - -- --__---- __- - --------------------------------------------------------- - - ---- -- ---... ----- ----______ NDSCAPE -- - - -- - ---- - -- - ... -... --- - --- - - ❑. ! - esi -__ --- --- -- - - - - - - - - -- -- -- - - --- - - ------- Ben Dinkins Landscape Design _.._.._ ._._.-._._. ___ ____ ._ __ _L __.______ .__.-.- __ , __ ___ ------ ___- - ---__ � _.- ! ..._ . . I_,: - _._ - --____- ---- --=_-_-- ---- -- .--------- �11., x';11 ;', ;� ---- -- - -_ .__ � 2245 St.Johns Avenue - _ I�hr -- II\� Jacksonville,I t - --------- ---- --- -- _ J11 Florida 32204 - - I _ j ------- - ------- , „ - =- - 3 J 1 - f---- , III -_:: ; ;' �r -- ----- - �I I -t-- ! I , J J e u ! --- washer dryer ! I - I 1 1 I I I I , ! ry - ---- = ------- _ I I - - I ' I _... .__ .. .�-- i -- - I I I � --------- ----- __ ] J I F ; TABLETOP 1CtY�AD 'll I � S I _:__ -- - -- ----------- ---- ---- /' - - - I r- FI - ;r K K K I ! i it I 1 I { I ' I , - _. __ N 1 I ___ ::7i I I I i ! I � 1 ' i. , I I ------- PA NEL 2PA I. ! i" J ! r K a IJ I I 1 � I I ! , ' � ', I -------- ----------------- _ - - : I I1 I I I I I .. 1 I K . I , I I I I. !' :, I i. K - 1 I I � I I I I I II I 1 , M ] --- ----- Ir f-, ii ------------------------------- Ln - --- -- ---- -- Y - - ---- ----- ---- ----------------------------- -- -__ - - BEAMS ABOVE (n'P.) -. - - - --- 1 i -- ''I 1 I : - \ Sillto switch below 1 1 - - ---------- I - X--------------- I 1 1 — — ----- N 1.'—__ Is _ - , _. 3 j L _____ SURGE PROTECTORj i' _. I I�IIi I = 3 -, ', 1,.�.a --------------- --------------- j ATTIC ;I I1 I -I I V I 1 - - I STAI R GARAGE PORCH _ d 3 3 -- >, T \ D I f�■� �d cd F BE OW ------ - ROO L - -- ----------------- sD II M J J ], ) 1 -- OOi II 3 ' sp ] J J ' m U - - B ---- . - - - --- -- - --- - - SD - - - I- Ln _ y 1 I11 r 1 I I M I _ _ __ - - ! r I ! i ; do i 5KYLIGHT s I S t I I I ! i 1' ------- '---.-_- X I SD ISSUE\ 1 11 J 4 II on I I i Q � ' pti 1 I i I -- j -- I i ❑ l ' ;; ____.� , I •. ;j 1, I ,` .I �-=_==-I � PERMIT DESIGN 1 I no I I �- ; I 111 t 7/Z2/13 I iIx Xr ' L !' III j ] 1 K /' ' KI ' ! ! 1 I _ REVISIONS I 1 1 ------------------ ---- - ---- 11- - --- --_-- ---_ _--_- -- ---------------------- -----------D -- -- :. --------------- __ _ ___ I I _--_ __—____--______ _� ____ _____._ _ _ _—_ ____________ ____ __-___.__ ! ! -- ------------------------------ © i -- — = -------- ------------- "-- -- - - ------------------ -- ! no.date description r 1 I -------- 1--''--.._.--- -"'`-• ! ------"-'--- ------- -..-.-.-._.-- -__.._..---- _ --.---._ ----- "--'--- ----._._.._..--_-- --------- + 1 ----------_ _-- - 1 - _..-- -- . _ J i I I 1 ' ! - I -_------ --- ----'-------- --------- ------- -.---..-- _----- -------- ---- ---'---------- --------------------------------------------- 1 --- ---- '--- -- - - — --.. -- ----- ----- --- -- ----- I ! ! ----- --------- ---------------- ' __----- ------ ------ ----___- - --- ---- ----------------- t - I j J y i i 1 !• i 1 i 1 i ' .i I I 1 I j , lil i i I 1i I I 1 ! 1 Scale: As indicated i I I Project No.: 1208 b . I a 1 Drawn WH 1 1 I I I I Y' BALCONY Checked by: NH 1 ] J ---- - - - - - -- - -- - - -- -- -- - - -- -- ! � ! - � ---..- --- ! j I Sheet Title I 1 - i I 1 1 I - -- -- - - - - - Second Floor -4- --- --- I I ' ' - -------- ----" --"- --- --- 1 1 I ' -- - ' � Lighting Plan -BALCONY 1 I I ❑ , Sheet Number , I I : II I ---------------- ---------------- -- _ E-201 Second Floor Lighting Plan Of p 0 x 4' r I _ SCALE: 114" CONSTRUCTION DOCUMENTS L !I SYMBOLS LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL PESCRIPfION I SURFACE DIRECTIONAL LIGHT ELECTRICAL OUTLET N TELEPHONE OUTLET RECESSED GROUND LIGHT HALF-SWITCHED OUTLET ® HARDVARE CONNECTION (TO MATCH EQPT) WALL SCONCE 220 VOLTAGE REQUIRED TELEVISION OUTLET • RECESSED CEILING LIGHT Q�=9fl GROUND FAULT CIRCUIT INTERRUPT OT THERM05TAT � ° RECESSED WALL WASHER wP WATERPROOF OUTLET METER WITH SHUT OFF y J 5 III RECESSED WALL/STEP LIGHT 42 HEIGHT ABOVE FLOOR(IN INCHES) DISCONNECT SWITCH PENDANT LIGHT, FEATURE LIGHT, FLOOR DUPLEX RECEPTACLE 3D SMOKE DETECTOR RICHARD SKINNER • OR CHANDELIER- EE HED O 5 SCHEDULE RECESSED OUTLET oc & ASSOCIATES, ARCHITECTS I O DOOR CHIME O• CEILING SURFACE LIGHT ABOVE COUNTER DUPLEX RECEPTACLE ELECTRICAL PANEL 22455tJohns Avenue ladcsoi,vilte,FL32204 ® EXHAUST FAN O DISPOSAL © SMART JACK-2 904.387.6710 www.rsarchftects mm License#AA26001539 ® RECESSED VENT/LIGHTO DOORBELL OR GARAGE DOOR CONTROL ® SMART JACK-4 $ 51NGLE-POLE SWITCH 0 SECURITY 5Y5TEM KEYPAD 3 Consultants CEILING FAN $3 THREE-WAY SWITCH INTERIORS $4 FOUR-WAY SWITCH KMH Design 1510 3rd Street North LINEAR STRIP $d DIMMER SWITCH Jacksonville Beach,Florida 32250 51DEWALL REGISTER $fc FAN CONTROL STRUCTURAL Lou Pontigo&Associates, Inc f SIDEWALL RETURN t TIMER SWITCH 420 Okeola Ave ® CEILING REGISTER $ds DOOR 5WITCH ® SPRINKLER HEAD LOCATION Jacksonville Beach, FL 32250 s "SMART"SWITCH TO COORDINATE WITH ELECTRICAL CEILING RETURN $ LIGHTING CONTROL SYSTEM Haddad Engineering Inc. 2955 Hartley Rd,Sutie 205 Jacksonville,Florida CIVIL ENGINEER Anchor Engineering of Florida 4000-11 St.Johns Avenue - - Jacksonville, Florida 32205 - - - -- - - -- -- -- --" - -- -- - - - - - ------------ --- --- ---- - - -- -_=- - -- ---_ LANDSCAPE ------------- -"- -_-_-_-__ -_ - - ---- _ ' I Ben Dinkins Landscape Design lli 2245 St.Johns Avenue r------ I; r. _ ri.ltr - __ I � Jacksonville, Florida 32204 sink j ip washerj dryer 11 -! __ ----------------- I: I iI II i i -- - — I ------------------ -; 1 I I I I I i gr, 9f I I - THREE(3)AO SMITH --_ I ECRT-52 IN ATTIC i \ P_ E2PA L 1. r gB - _-- r i 1 F, - - ; L I -- - -- fi Iit --------------------------- -- - BEAM5 ABOVE --- _ I i i I, I rr MI SURGE PROTECTOR I i -- i ' rll I I I III I / _ ,�'" __ __ — 'F - --- - - -j � ....., \ i � � •O i Ll ATTIC GARAGE +f PORCH _ r i STAIR- Q ' � I USB WALL CHARGER ROOF BELOW I iTO — ABOVE COUNTER V ri I I SDI I , i S4 - - S m I V -----------!-. - S4 I II i � r •t.-+ cz _ . SKYLIGHT (TYP.) \ Q II it , ' II I I r ------- -- _ S4 SD ` 1 -------- �I II II III I I I— - CONSTRUCTION I'rrII rIr II Iir ISSUE -- - t ....... �_.._'`Ii .._iiI .._iiI ._I II - I' I I I;ITr�IiiIiIiIi i OI _ j:I rj \� - U�- R.. --.. ....-. -. --. ... ....... .-...... -_-.- i rr' ...... .-..... ..... .. ---- - -- . I _ r' ,i ii I I iI j It ' no date description ___9f S4 7213 PERMIT DESIGN ----------- A __ .L -------_-.__ _ __ _ .___ ------------__ wp9f wREVISIONS no.date description Scale: As indicated Project No.: 1208 Drawn by: WH BALCONY Checked by: NH ------ ------- - ______ -__-- --____ _-___ ___ _ ___ ___ . -____ . -___- --____ ____ ----- --- -- _---_ - --_ - ___ .--- ---- _ --- ---- --- --- -- -- Sheet Title---- ---_ - _ - --------- ___ __ I Second Floor Power Plan �__- - ----- Sheet Number Second Floor Power Plan E-202 SCALE: 1/4° 0 2 4 of --- , � DOCUMENTS I - LIGHT FIXTURE SCHEDULE SYMBOLS LEGEND - REFLECTED CEILING PLAN GENERAL NOTES- FIXTURE SYMBOL DESCRIP M SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL MARK MANUFACTURER MODEL NUMBER DOLOR/FINISH BULB WATTAGE AND TYPE TYPE OF MOUNT MOUNTING HEIGHT REMARKS : 1) DRAWING IS PROVIDED TO SHOW DE51GN INTENT AND SURFACE DIRECTIONAL LIGHT ELECTRICAL OUTLET N TELEPHONE OUTLET COORDINATE PLACEMENT OF FEATURES AT CEILINGS, EAVES, A B-K LIGHTING VQ-LED-e27-MFL-A9-BZP-I I BRONZE 8W LED, AMBER, MED. FLOOD RECE55ED CEILING CEILING 'TURTLE FRIENDLY" EXTERIOR DOWNUGHT AND HIGH ON WALLS. WHERE CONCEALED OR UNFORESEEN - RECE55ED GROUND LI _ ® ✓ �% !. CONDITIONS PREVENT REASONABLE PLACEMENT OF FEATURES B B-K LIGHTING 5Q-LED-e27-A9-BZP BRONZE 8W LED, AMBER RECE55ED WALL 12"AFF U.N.O. 'TURTLE FRIENDLY"PATH LIGHT,SHIELDED LIGHT HALF SWITCHED OUTLET HARDWIRE CONNECTION (TO MATCH EQPT) f. PER THIS DRAWING, CONSULT ARCHITECT FOR RESOLUTION. (O ' 2) COORDINATE FEATURES WITH LIGHTING SCHEDULE HVAC WALL SCONCE �220 VOLTAGE REQUIRED -is TELEVISION OUTLET C MINKA AIRE F579-BNW"MAGELLAN" BRUSHED NICKEL NONE PENDANT 9'-0"AFF 54"CEILING FAN WITHOUT LIGHT �. SCHEDULE, FINISH SCHEDULE, AND INTERIOR DESIGN TURTLE FRIENDLY" EXTERIOR WALL SCONCEDOWNLIGHT a RF-CE55ED CEILING LIGHT 91 GROUND FAULT CIRCUIT INTERRUPT OT THERM05TAT DOCUMENTS. D B-K LIGHTING EC-LED-e27-MFL-A9-BZP-I 1-B BRONZE 8W LED, AMBER, MED. FLOOD WALL SURFACE 7'-0" ,AFF U.N.O. r r 3) CEILING HEIGHTS GIVEN ARE APPROXIMATE AND MAY BE ONLY, SHIELDED; HONEYCOMB BAFFLE ADJUSTED WITHIN REASON TO COMPLY WITH DE51GN INTENT E - NOT USED RF-CE55ED WALL WASHER �wP WATERPROOF OUTLET METER WITH SHUT OFF - AND STRUCTURAL 5Y5TEM5 UNLE55 NOTED OTHERWISE. 2'-0"BELOW D RECE55ED WALL/STEP LIGHT �42 HEIGHT A13OVE FLOOR(IN INCHES) DISCONNECT SWITCH 4) CEILING HEIGHTS ARE GIVEN FROM INTERIOR FINISHED FLOOR 21-01,1W HAYWARD CL4-0 WHITE PLASTIC 3000K 50W LED POOL LIGHTSURFACE AMBER COLOR DURING TURTLE SEASON RICHARD S K I N N E R Ak PAIA-HNT-5TT-RND-3GO-MO14- 18"ABOVE PENDANT LIGHT, FEATURE LIGHT, FLOOR DUPLEX RECEPTACLE SD SMOKE DETECTOR & ASSOCIATES, ARCHITECTS G V15ION 3 12-18-123 CAST ALUMINUM 2.4W AMBER LED STAKE GROUND "TURTLE FRIENDLY"PATH LIGHT,SHIELDED O OR CHANDELIER-SEE SCHEDULE RECE55ED OUTLET DOOR CHIME H - NOT USED- 2245 St Johns Averwe Jac6onville,FL 32204 0 CEILING SURFACE LIGHT ABOVE COUNTER DUPLEX RECEPTACLE ELECTRICAL PANEL 9D4,387.6710 wwwisarehiteciscvm J 0 LIGHTOUER 302 MRIX/344AWHX WHITE 12V 50W MR16 RECESSED CEILING CEILING TYPICAL INTERIOR R>=CESSED CAN U.N.O. ® K 8 LIGHTOUER 302 MRD(/347AWHX WHITE 12V 50W MRI G RECESSED CEILING CEILING INTERIOR RECESSED CAN -WET LOCATIONS EXHAUST FAN OD DISPOSAL ® SMART JACK-2 License#4426001539 ® RECE55ED VENT/LIGHT O DOORBELL OR GARAGE DOOR CONTROL ® SMART JACK-4 L VI131A 1 128-01-HAL WHITE (3) 120V 40W T-4 HALOGEN CEILING SURFACE CEILING UTILITY LIGHT Consultants SINGLE-POLE SWITCH I SECURITY 5Y5TEM KEYPAD a M HERA E534LEDAVW+ 5PLEX34 WHITE 10.8 WATT WARM WHITE LED WALL SURFACE ABOVE DOOR CL05ET LIGHT INTERIORS CEILING FAN $3 THREE-WAY SWITCH KMH Design N DIODE LED DI-001 WA 1.44 WATT/FT 2700K LED UNDER CABINET UNDER CABINET INCLUDE DIMMABLE REMOTE TRANSFORMERS 4 1510 3rd Street North $ FOUR-WAY SWITCH P OFCI DECORATIVE PENDANT LIGHT-TBD TBD TBD-ALLOW 300 WATT5 CEILING SURFACE CEILING VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING Jacksonville Beach, Florida 32250 11 � LINEAR STRIP $d DIMMER SWITCH Q OFCI INTERIOR CEILING FAN-TBD TBD TBD-ALLOW 150 WATTS PENDANT 8'-6"AFF VERIFY FIXTURE WITH !NT'ERIOK DESIGNER BEFORE WIRING STRUCTURAL Lou Ponti o&Associates, Inc 51DEWALL REG15TER $ FAN CONTROL g S OFCI INTERIOR WALL SCONCE-TBD TBD TBD-ALLOW 150 WATTS WALL SURFACE 7-0"AFF U.N.O. VERIFY FIXTURE WITH INTERIOR DESIGNER BEFORE WIRING420 Osceola Ave 1A I 51DE"L.L RETURN $t TIMER SWITCH Jacksonville Beach,FL 32250 U LITHONIA AW 2 32 120 WHITE 120V 2 LAMP T8 CEILING SURFACE CEILING ARCH.WRAPAROUND 48x I I-1/4ux3-3/8" ® CEILING REGISTER $d. DOOR SWITCH ® SPRINKLER HEAD LOCATION ELECTRICAL X ® FANTECH - - - REMOTE CEILING REMOTE FAN 51ZED *WITH GRILLE BY HVAC CEILING RETURN $s "SMART'SWITCH TO COORDINATE WITH Haddad Engineering Inc. LIGHTING CONTROL 5Y5TEM 2955 Hartley Rd, Sutie 205 Jacksonville,Florida IMPORTANT: ALL INTERIOR LIGHTING, INCLUDING LOW VOLTAGE AND LED,SHALL BE DIMMABLE. COORDINATE REQUIREMENT5 WITH SPECIFIED CONTROLS- M15MATCMED SWITCHES ARE NOT ACCEPTABLE. CIVIL ENGINEER Anchor Engineering of Florida 4000-11 St.Johns Avenue Jacksonville, Florida 32205 LANDSCAPE Ben Dinkins Landscape Design 2245 St.Johns Avenue Jacksonville, Florida 32204 I I - --------------------- --- ------ - I --- - i U U ------------ low bunk low bunk to sw tch in main house Mount over S(9 ice garage door(typ.) iSO ! . _ '• O ;t j1 t high bunk high bunk V I --- 1 :- Balcony above -------------- Balcony - D .� V ; � n 1 O _ I SD ! UILn 00 Il I I' 0"X 30" tt1 I SD i Lf ! cess hatc • L r' - - Q 3 I r— D -- __---_- __ ,! I ___ _ _ _ _I --_ __ ! ! Is Mount over door .t t o ItcheTo L L _— -- r _ , , I I K r r S ISSUE N --- -- r $ II no.date description U U - -- / x o „I 1 7/22113 PERMIT SET ! ----------------- _ 1 - ---------------------------------------------' - ----- ----- - ___ T'­-------­­ ---- ------- ------ ------ _-- _ .--- ----------------- -------- -------- ----- _ ------ C I' REVISIONS I I I no.date description Garage Floor Lighting Plan Main Floor Lighting Plan Scale: As indicated 1 5CALE: 1/4" = I'-O" 0 2' 4' 8. ,2 5CALE: 1/4" = 1'-0" 0 r 4, Project No.: 1208 Drawn by: WH Checked by: NH Sheet Title Guest House Lighting Plans I Sheet Number E-301 of CONSTRUCTION DOCUMENTS ` - SYMBOLS LEGEND SYMBOL DESCRIPnON SYMBOL DESCRIPTION SYMBOL DESCRIPTION P SURFACE DIRECTIONAL LIGHT ELECTRICAL OUT N � TELEPHONE OUTLET � , RECE55ED GROUND LIGHT HALF-SWITCHED OUTLET ® HARDWIRE CONNECTION (f0 MATCH EQPT) Y^r ' WALL SCONCE 220 VOLTAGE REQUIRED TEI FV1510N OUTLET ® RECE55ED CEILING LIGHT (�O--90 GROUND FAULT CIRCUIT INTERRUPT TO THERMOSTAT ` r% RECE55ED WALL WASHER wP WATERPROOF OUTLET METER WITH SHUT OFF y i 4 RECE55ED WALL/STEP LIGHT 42 HEIGHT ABOVE FLOOR(IN INCHES) D DI5CONNECT SWITCH PENDANT LIGHT, FEATURE LIGHT, FLOOR DUPLEX RECEPTACLE SD SMOKE DETECTOR RICHARD SKINNER O OR CHANDELIER-5EE5CHEDULE & ASSOCIATES, ARCHITECTS r RECE55ED OUTLET ® DOOR CHIME O® CEILING SURFACE LIGHT ABOVE COUNTER DUPLEX RECEPTACLEELECTRICAL PANEL 2245 St Johns Avenue 1admonville,FL 32204 904.387.6710 www.rs an:hitecfs=n ® EXHAUST FAN DISPOSAL ® SMART JACK-2 LicenseOAA26001539 O RECE55ED VENT/LIGHT O DOORBELL OR GARAGE DOOR CONTROL ® SMART JACK-4 $ SINGLE-POLE SWITCH 5ECURITY 5Y5TEM KEYPAD s Consultants CEIUNG FAN $3 THREE-WAY5WITCH INTERIORS $4 FOUR-WAY SWITCH KMH Design1510 3rd Street North LINEAR STRIP $d DIMMER SWITCH Jacksonville Beach,Florida 32250 STRUCrURAL SIDEWALL REGISTER $ FAN CONTROL Lou Pontigo Associates, Inc 51DEWALL RETURN $t TIMER SWITCH 420 Osceola Ave Jacksonville Beach, FL 32250 ® CEILING REGISTER $d. DOOR SWITCH ® 5PRINKLER HEAD LOCATION ELECTRICAL CEILING RETURN $s "SMART'SWITCH TO COORDINATE WITH Haddad Engineering Inc. LIGHTING CONTROL SYSTEM 2955 Hartley Rd,Sutie 205 Jacksonville,Florida CIVIL ENGINEER Anchor Engineering of Florida 4000-11 St.johns Avenue Jacksonville, Florida 32205 L LANDSCAPE Ben Dinkins Landscape Design 2245 St.Johns Avenue Jacksonville, Florida 32204 ---- -- ---- - ---- ---- 56"AFF 56"AFF gfi gfi I j --------- I , , I = _ 1 li i I, - ri" 56"AFF = -- V i I ' gfi Balcony ' i - - IL @2 II FILING MOUNTED -- - ECJN-40 ! 1 ---- --- --- - cz r ' IN ATTIC I AO SMITH ; —1— i i 56_AF - --- r I -- - M Im V I NO ELECTRICAL _ � m � , � �i � � I � 0"x 0" U5B W LL HARDER POWER OR , i f�' \ 3 Attic ABOVE COUNTER j 5UB-PANEL EQUIPMENTLh I, I ; I, BELOW 48"A.F.F. t !. � ,� j � access atc I I ------------------ --T -- - - ---- ---------------_ r I 56"AFF -- - l E - -- g �- - ---- _-- ! � ''; � - URGE PROTECTOR ----- -- -- --- - 1 ----- PANEL PG ISSUE I mi wave I' -� -- -- -- -- /yam EMERGENCY 00 00 56"AFF TRANSFER no.date description M gfi gfi 56 AFF 'I �l gfi ; 9fi i __i� SWITCH 9 1 7/22/13 PERMIT SET -- 9 f ------- - - REVISIONS HVAC no.date description Emergency Generator Gara a Floor Power Plan 1 SCALE: 1/4" = V-O" 0 r IV 8, Main Floor Power Plan S . 2 — kale. As indicated SCALE: 1/4" - 1'-O" 0 x 4. s. Project No.: 1208 Drawn by: WH Checked by: NH Sheet Title Guest House Power Plans Sheet Number E-302 Of CONSTRUCTION DOCUMENTS