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290 BEACH AVE - NEW RESID. -misc dwgs Site Plan Notes ` I. This drawing is based on a boundary & topographic survey made by 4 Existing House sq footage Boatwright Land Surveyors , INC. of Jacksonville Beach, March 6th2014. 2. See site survey for existing conditions not shown on this plan. or _ Existing Covered Structures Footprint 2,167 sq ft 3. Contractor shall establish finish floor elevation. Existing Impervious Lot Coverage(Concrete) 957 sq ft Building layout dimensions are shown to outside face of foundation wall See Floor Plans for clarification. ° Total existing habitable 3,124 sq ft 48.o2% 4- Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted New House sq footage otherwise. 5. Work shown is new unless specifically noted as existing. New Covered Structures Footprint 2,940 sq ft 6. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of the New Impervious Lot Coverage(Concrete) 307 sq ft City of Jacksonville Beach. Total New habitable 3,247 sgft 49-911% 7. Construction materials, equipment&procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications Increase from existing 123 sq fit for Highway Constructions", latest edition, as modified by technical , f byl-,hIv..sigll.,-mi; IA 0,201x 111 specifications. Copyright 0201 Starr Sanford 8. All driveways shall extend entirely to public streets to which they connect, Design ssociates, Inc. All rights whether shown or not shown. reserved. The design concepts, 9. Transition smoothly from new asphalt to existing asphalt in a manner that drawings, written material, and Z will facilitate the smooth flow of water without puddling or ponding. sphecifications of this document are 7 co o property oa sy frrpartrdDeeAsseInc. em documents shall be copied, disclosed ui CONCRETE - -- - to others, or reproduced in part or silt fence around construction sit ExistingLot Area Calculations whole in an form without the 0 a silt fence around construction site 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD SET 1/2" IRON y PIPE,LB3672 written consent of Starr Sanford C ` LOT 5 Design Associates, Inc. Do not scale WOOD DECK B L O C K 28 .Y dashed line r - - - - , � FOUND"X" Lot 6,506 sq ft drawings.Use given dimensions only. w If not shown verify the correct Q - - - - - - - - - - - - - - - - - - - - - _ - _ _ - -represents new construction - _--- CUT 3.0'S` ' r _ _ r _ _ ; _ ( y) Existing Impervious Roofed Structures 2,Io7 sq ft 32-39% dimensions with Starr Sanford '�-+ 1 :,M1. fa'�J - Existin Im ervious(concrete avement) 6o s ft r 6% 0 1 c 1 Design Associates, Inc. Contractor Q g P P 9 q 4.7 shall check and verify all dimensions - ► W .�� Q and conditions of the job site. Q o Q u W ���� ���5 �. Q Existing Total Impervious 3,o6.7 sq ft 47.15% V :31 UO t•--I c o l 0 m Z o; : .' 0,00+'� Q J New Lot Area Calculations 0 m ca 2 STORY m' MASONRY AND tm ; ] ST+133RY 1A1+E A/C 0 0 ; I 5� a New Impervious Roofed Structures 2,940 sq ft 45.19% C( Q m FRAME I W > �+ CONCRETE WALL m RESIDENCE f NUMBER New Impervious concrete pavement,pool co s ft z. % remove existing w all W W g I NUMBER 273 � Y . ,Y r � II � � P (concrete,P ,P P� 93 q 43 ..J Q Ar Ar_ --parking f; f -, z W New Open Cell Pavers @ 0% 28 s ft 2z s ft 2 % 22' 1 ` r •{ o W > P 5 ,4 q 4 q 3 9 �- Y . Y . Y ,Y . ► IY r_; .Y o LL > Q Total pervious ,2 7 q 49.9 O }� �� _ New T Impervious 3 4 s ft z% , remove existing building / I� F Ln a Q a UX Z Q �' A �. h. F h. & all site features '` o _ Q Y,Y •Y. .Y. • - •'� IW remove existing building V > 1. .- 1 . L t � DESIGN CRITERIA: W o {' , {' . r' . {'' s m I ? & all site features U' w Q < Building Classification: Residential V I,JL w : ; z Building Type: Type V Construction LL Q Q O Y .- ,Y , L1J "v CONCRETEIDRIVE } 1 o-0 r / r } } I ` }. (] LL' (•- remo�re existingldrive ; 0 Q Unless otherwise noted,project site considerations shall be the responsibility of the h , h • h } 8 h• .' - owner and/or contractor.Examples of such items include,but shall not be limited to, Ar,=�-park�ng� ;' ��,r='� I}CQIr1C{�E}E .Y 1 determination of grade elevations, drainage features, and special requirements I•--I p '` *» '' ,...,•.�..-.._..'- err�dve exisfiQg concre & _ _ _ _ r - - - - -•-------• -•-• A' _ _ _ _ _ _ _ _ _ _ _ _ _ as with FEMA flood hazard and/or DEP zones. iN+ ,. allrsite features Y =M X a ='W " k ' Y',' • •Y •' ' '•Y •' ' • ' ' ' Y • ' '•Y • ' '•Y • - ' Y '' ' •Y ' END OF CHAIN-LINK WOOD DECK The contractor is responsible for the means and methods of construction. It is the ' } } CONCRETF WALK, r o- o- o- r o- o- "1 ._ Construction dump ter: 'remove existing concrete&.all site features FENCE=0.1' remove existing deck&all site features Portable contractor's sole responsibility to determine the procedure, sequence, and �' `A x` 3 OFF LINE Restroom O temporary bracing as to insure the safety Of the building and its component parts during construction. 4' WOOD FENCE remove existing fence&all site features 4'WOOD FENCE LOT5 FOUND 1/2"IRON - - - - " - - - The contractor shall verify all conditions and dimensions at the job site prior to PIPE,LB 1048 - - - - _ _ _ ICK WALL ON LINE silt fence around construction site FOUND 112"IRON LOT 4 commencing work. 6'VINYL FENCE silt fence around construction site PIPE,NO CAP 129.84' (ACTUAL) 129.90'(PLAT) 129.94' (FIELD) 4'CHAINLINK FENCE The contractor shall supply, locate, and build into the work all inserts, anchors, angles,plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report-The design of the project structure assumes an allowable soil bearing capacity of 20oo psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. DRAWING N _.. ..._ ._ - .-. -- A ��• 1" �J 1 A1.2 EXISTING SITE PLAN 10' nosing paver&square paver as shown for t 2' (TYPICAL TREAD) finish tread,rowlock for finish riser over 5I 3/4"mortar bed as shown over 4000 psi air-entrained concrete steps w/6x6 6/6 WWM over gravel drainage fill see other details for landing pavers " W U V fu NOTE: Surveyor to locate & stake footprint . " , ' 4 4 of Structures prior to commencement of construction a) (1) " •." •..° , •• Z U o IZa 0 Z3 00 0 N Q 1. Li- ° n / °0 A .. " p •' 111114 00 . a ° (D V V _J24'-O" " 28'-O" +/- 3T-O Z G n D e 0 a 130.56' (ACTUAL) (130.50' PLAT} (130.77'FIELD) r-I LOT V SET 1/2"IRON ° ' ° .. e . PIPE,LB3672 4 Lo-r 5 ' „ nt dIG provide propane FOUND X line stub out for grit! CUT(3.0,S ' -- - -- D a D alik+lw Mn i,�;w11 �pp t ��•'- 1 O O k '.: f + 4 x„ fi z • rr_ 1 ° • O O -v v ° y s S Q O D u +1 9 H k � 0O 0°+ J o ° o O24 cov20 � 0 ° s _( t1: breezeway - 0 0 tabb stone y :. J DRAWING N SGLf bx $, u k .,. #1 O star Y n `F. I ; +1 1811 4 1 2 n 1 H .....r ,,. . open Cell .w„ abby ... .....;+AM�lMM.. ,. SII!-R' .. :..... ., ,. f9,.%„,:,...-... o »,u.� B p Garage FFE to be, :�,,.a: � , "<stone � fie �, � - � ICK EXTERIOR STAIR TOP LANDING Q pavers �:, ► . a House FFE to be f . 0 w a AlA 1 2 1 0 > LU 16 below patio W Orr 1„ in. 2 Above grad D 4 ''. + (� + Q �h, x, w,°° �. ,. �`� � �,`� �.�::: �, "� f � provi ropane stub i 1�"' (TYPICAL TREAD) � zw LU nosing paver&square paver as shown for 2 , s �• `� +18;, +1 x�� :. ,�n ,:, ,, .����E �` 1 r. for ga lighting here > Q 8 ��an�a�,�,� _ f > Q finish tread,rowlock for finish user over , r . M<� ; + 4 t r open cell In 3/4"mortar bed as shown over 4000 Psi 5'� +11'' +i l", +2b -� i avers Q � air-entrained concrete steps w/6x6 Z Q � � to , _ 6/6 WWM over gravel drainage fill Q1 1 1 8'-O„ r 1C, 81,/11r +12 4 � � V 1 w O O ; +5„ i rpo Construction Set , Pool .- g +Q" .. +1 + alum 17 rt 1 ri" ? a,� �+11JPin N.w - - ►L Q ° •, n r a = Project #: I-� - ' J-:- tdo ` Is +2 ---- - - - - - • - - : s 4 e O _ 14004 rn +s tD �. ° Date: .. .:. O b. TT _ 7/21/15 LOT 5. - D FOUND 1/2"IRON IL FOUND 1/2"IRON -. D . . . . •. . . . . . . •• '. I­_ Revised: PIPE,LB1048 129.84'(ACTUAL) 129.90'(PLAT) 129.94`(FIELD) LOT 4 PIPE NO CAP �ed►valkisee a detai s ewhere)- .• ° ' 06"concrete b1 �4's a OCA m over compaearth P t4 • a e •' a .. a •• a .. a •• to .. e . _ • r. 7.7..�•! �' -•..�•� �' _'.7', ,':_'..7'� ,':_.'.7', ,' _.'.7'..,':_.•.7'� ,• _'..7',.,•:_.'.V. ,' _'.. ; Sheet ' 1.... '' 1.... '' 1.... '' 1.... 1. .. '' 1.'... '' 1.'_.. 1.... '' 1.'.. 1.... '' I.. � i i _ •,"r'_1. ..,_.r:_1. ..,"r-_1. ..,"r'_1. ..,"r'_I. ..,-•r'_1. ..,"r'_1. .,_.r:_1. .,:.r:_1. ..,..r:_1. ..,. 1. A1 . 2 ._. 1 ._. 1 ._. 1 ._. I ._. 1 ._. 1 ._:' 1 _72 DRAWIN611 AB•2 SITE PLAN 1111 D24N RICK EXTERIOR STAIR BOTTOM LANDING 10 Al .2 1 0 Site Plan Notes 1. This drawing is based on a boundary & topographic survey made by Boatwright Land Surve ors , INC. of Jacksonville Beach,March 6th 2014. rr Existing House sq footage B e sites y � 2. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Exisri Covered Structures Footprint 2,16 sq ft 3 Building layout dimensions are shown to outside face of foundation wall. Impervious Lot Coverage(Concrete) 95'7 sq ft See Floor Plans for clarification. Existing p 4. Parking dimensions are shown to front of curb unless noted otherwise. Total existing habitable 3,1124 sgft 48.o2% Curb & gutter dimensions are shown to back of curb unless noted otherwise. House s foot Work shown is new unless specifically noted as existing. ~. New Hou q S 6. The General Contractor shall verify all property lines, easements, New Covered Structures Footprint 2,940 sq ft dimensions & setback requirements w/the appropriate department of the %I Io6 , P City of Jacksonville Beach. New Impervious Lot Coverage(Concrete) 307 sq ft •7. Construction materials, equipment&procedures shall be in general accord with the Florida Department of Transportation "Standard Specific ations Total New habitable 3,247 sgft 49.911% as modified ,��, :,,,F►1<>,.,�:�, �,...<r,x, <KI .���I,_��,„ for Highway Constructions", latest edition, y technical Increase from existing 123 sal ftecifications.T11 Copyright (02015 Starr Sanfor8. driveways shall extend entirely to public streets to which they connect, Design Associates, Inc. All rights whether shown or not shown. reserved. The design concepts, 9. Transition smoothly from new asphalt to existing asphalt in a manner that drawings, written material, and will facilitate the smooth flow of water without puddling or ponding. specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these Z 0 documents shall be copied,disclosed to others, or reproduced in part or 7 Co Q - -- - Existing Lot Area Calculations whole c any form without the m silt fence around constr&ction site) SET 1/2"IRON written consent of Starr Sanford Z w CONCRETE 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD o°= silt fence around construction site PIPE,LB3672 Design Associates,Inc.Do not scale 6,506 sq ft drawings.Use given dimensions only. • h LOT 5 FOUND Lot If not shown, verify the correct WOOD DECK B L O C K 28 } '.Y dashed line r ' _ " _ 2 107 sq ft 32.39% dimensions with Starr Sanford represents new construction CUT(3.0 Sly) Existing Impervious Roofed Structures Design Associates, Inc. Contractor _ - - - - - - - - - - - - - - - - - - - - - - J `' '''' Existing Impervious(concrete,pavement) 96 sq f shall check and verify dimensions - - � o t 14.76 ° al ec v ri all • 0 - - - - - - - - - - - - - - - - - - - - � n my 1 � y � and conditions of the}o site. m , Q Existing Total Impervious 3,06 sq ft 47.15% Q �LLJ AL O o 1. o � U U z' cv y tl 0p ��C. �� w .�.� �o � •y;�,� � w ,.� New Lot Area Calculations JCDc _CD 73 U f +, ❑ J Ln Q o o s :,Y Fo,® ' A/C o❑ m 2 o s ft 1 % 0 = o c 2 STORY } �0 1 $TORYIFR I E 0 New Impervious Roofed Structures ,94 q 4S 9 c m MAS"Y AND t , RES#DEN E tZ �- 12 m r h "SIM 90 W New Impervious(concrete,pavement,pool coping) 93 sq ft 1.43% Q Q in CONCRETE WALL c ' remove existing wall REWISER,,2 'Y , }' ���� � • } Z W New Open Cell Pavers C�So%;428 sq ft 214 sq ft 3.29% W W _ arking , r _' W , � i w New Total Impervious 3,24 sq ft 49.91% .W Ardrw­Ar ` 'v Q LL 22' Ci • ' } ' ' ' } xistin building \ / _ m remove e { .{ 9 I,� building . � { ' & all site features ERI �, � h • t h � remove existing bu B A' S, • (,� � DESIGN CRIT h• . • �' ' v �� g �' Q Q wilding Classification: Re 'dential Q Q - V ' • r ' , . , . . a r & all site features r m W Building Type: YP LL .. T e V Construction U LL W o rLL ❑ Unless otherwise noted,project site considerations shall be the responsibility of the 1.(_ Q Y Y o CONCRET DRIVE } } , • }, , / I ' ; { o owner and/or contractor.Examples of such items include,but shall not be linuted to, F— o°;• In 0 remo>re ex; tingldrive ,{' '. ; '{ '{ I'— determination of grade elevations, drainage features, and special requirements f h , h h h . C l , 1 Arkin Fl I}COIrtCiZE}E'•Y = associated with FEMA flood hazard and/or DEP zones. p. 9' ' _ ' - - - - - - - - - - - - } eI7�OV9 eXIS�IQ J ConCre & L _ _ r _ _ •*w'r•w w s•,•.r waw w, .w, .` "� •� ' rw w w!N-r r w•.!r:r w_w w r Nr w r s r1I • and methods of construction. It i th F-•a „', ," allrsite features The contractor is responsible for the meansco i s e *, WOOD DECK r x y V v . Y . . END OF CHAIN-LINK I "-""1 contractor's sole responsibility to determine the procedure, sequence, and ONCRETFr VVA'LK, o- } . o- • r r , . } } FENCE=0.1' remove existing deck&all site features Portable temporary bracing as to insure the safety of the building and its component parts C structron dumpstpr, 'remove existing concrete&.all site features• OFF LINE Restroom during construction. € a ILD a- f 4' WOOD FENCE remove existing fence&all site features 4'WOOD FENCE `LOT 5 _ The contractor shall verify all conditions and dimensions at the job site prior to FOUND 1/2"IRON commencing work. FOUND 1/2" IRON _ ICK WALL ON LINE silt fence around construction site LOT 4 PIPE,LB1048 6'VINYL FENCE silt fence around construction site PIPE,NO CAP The contractor shall supply, locate, and build into the work all inserts, anchors, 129.84' (ACTUAL) 129.90'(PLAT) 129.94' (FIELD) 4'CHAINLINK FENCE angles,plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report.The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent Q, requirements are specified in these plans. DRAvnNG N 1 nosing paver&square paver as shown for Z EXISTING SITE PLAN , (TYPICAL TREAD) 1 finish tread,rowlock for finish riser over 51' A 3/4"mortar bed as shown over 4000 psi 2 rZ air-entrained concrete steps w/60 6/6 WWM over gravel drainage fill see other details for landing pavers W NOTE: Surveyor to locate & stake footprint .. •, .• ^' 4-J D p•D of Structures prior to commencement of construction (n a) •. •• V) D _ 0 D o e D'QJ A -• } (} - 0 0 ° 00 0 p IIt1aD Z //0•� 0 0 o Do e• p •• •• (0 ^, Q • �! V Co 3T ,EA -0" N D , D . 1, e Z m 2-W-0" Za'-o" +�- r, LOT 6 ' SET 1/2"IRON ". 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD) o o a PIPE,LB3672 . . . . . . . . LL. d _ i FOUND„X,� D .: p CUT( 0 S ly) - �} provide propane �� ,, rpt .. line stub out forgrill 3 ' D ' O 0 ! � +:2' 0 x • .aa �o a it ° ° o " ° p�nQ 018 OQ O o 0 o 0 10 o ° UdcoveU --• 0 � efi� � Q J DRAWING ,�; Ln _J .„ } +2 , 1 8 , �. � ,, �; o :., ..: -- m LANDING 1 , XTERIOR STAIR TOP g 00 �� � bby stone,: � BRICK E - O 1 �, � yLL t - #1 Oyster „ fabbY A 1.2 � .�, + 4 sforte oC a ll Gara a FFE to be i ° a W a ops 9 �" " � ..,_ FE to be -. Hous F M f -, Q in pavers ►► W 11 2 -16 below ado :min. 24" Above grad O ' � ver&square aver as shown for W ;��.• % ��� I prod propane stub nosing pa q p W _ +14 W 1' (TYPICAL TREAD) J ,` c0 1 r ft5r g$' lighting here finish tread,rowlock for finish riser over 5111 Q . ' +18" open CAU > a 3/4"mortar bed as shown over 4000 psi 2 a. , w„ + 4 +1 . P Q a' entrained concrete steps w/6x6 P +11 +�� pavers T 6/6 WWM over gravel drainage fill K C0 U �. Q +12^ W W �� 8'-0" , � �o' � 8'•a' Construction Set U U_ 0 o Pool ra w ---r, o o Pe t 9 .. e D of � J J ' t� r > ,--J ' 14004 LU ll Q.., r _-_ r/r r,r • r .+ r r r .► r J-. (., 2 .. • +2 - -- - � 6' oc ...� •D Date: d outdoo ppb les D 17; shower �,I +9" .. ,�.�...� , _wr ti..I.Lr..■..��wry ' ' ' 7/21/15 LOT 5 •. . ° D '•' . . . . . . . . � Revised: FOUND 1/2"IRON D •• ,, �esvalk kis detai ewhere)- _ QD FOUND 1/2"IRON PIPE,NO CAP g '�• n PIPE,LB 1048 129.84'(ACTUAL) 129.90' (PLAT) •129.94' (FIELD) LOT 4 °6"concrete 51�� 4's OC6 �.;�•' , over compa�e earth o ' D •-�O"'/� 4 .. D �' e .: D �• is a .: D o. „ •4 8 — pen��, , ��'vG�tt .. , .. .. .. ... _ .. :.. _ .. :..i.-_.• i.-_. '' i'=-•'�'�:i':-_•,1't '• -,1' '• -_�' • --�' , ° Sheet 'i.j,.�...1.-i.l,•�-..1•-i'�v ..I' 11'11 i'� .. ''i i'�-.. i i'r• i .-.' 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' s ~¢c = O to J M Q� u.1 p 00 J 30 M ^�Q iv-. bi-, (0 3 V7 �" W H W W OJLO M Q oa - ^a �Q .L'6 w to �W � O 3 U Z w w, o_ `° X03 W=,a as w O ZD 00-og LO zo�s) k a N o o �Z w o Q Q Q m U) w -� ¢W a I-' �� _ co O U- Z W p Z p Q (� W O J NOai� Is-r.3dld q o m cr�a O O cIfO Q — w w Z ' O1MnOd LLJ U �t p¢W N F-U) {_ J p W Q =UI Q O M 3L32lONOQ oa Z w w V Z X CL O p ~a 0 00 0 ¢ S 9 Z Op r, 0 = }- R ,� mz¢!nood'O ri W OWE JO O¢w .. QVOU onend Qin bd s�) ° ¢o r i r i c`°.� ro a.¢z CL zp LJi. w 0 w �o: m - (18VA-31r)o '�dM301H0! E3,5E0coCD0000�ZD N WI=- O }- �Z� O a ° \ w=Oz it 11 II II ppW �- p0 zm - Z QFxo YS Nte 0 i-Z- Q m c� oZmi- w O Q O p O >oz�� O .¢ 2 J = f� NO LAJ z Z r�i r7 D h- lL U L� r- U p m(-) = x J Z i--ZI U O U- Existing Lot Area Calculations Lot - _ — 6,5o6 sq ft Existing Impervious Roofed Structures 2,107 sq ft 32-390/0 Existing Impervious(concrete,pavement) 96o sq ft 14-76% Existing Total Impervious 3,o67 sq ft 47-15% New Lot Area Calculations u New Impervious Roofed Structures 2,940 sq ft 45-19% �0 � V1 New Impervious(concrete,pavement,&future pool coping) 93 sq ft 1.43% New Open Cell Pavers 0 So%;396sq ft 198 sq ft 3.04% V) L New Total Impervious 3,231 sq ft 49.66% = 0 � �, z0'-o� .r- �T-or LOT 6 sET 1/2"IRON w - 330.56'(ACTUAL) (330.50 PLAT) (330.77 FIELD) plpE,LB3672 � y FOUND! � LOT 5 "x" � CUT(3.0 Sly) rT1 �i -•- aPOMM12M for gro Q111 x -- OC t 1 ' W � ca V pp NMI mo 1 Nirl pp ♦ IIOf#t Q a. rage FFA to w 9 use F to 6q E �r� ..., p w -16" tow atto m . 24"A ve r ..: i w W W S" W a O .J > QN ------ ` 1 > ---- - H { cv 1 1 CD Paws = r1-� -..—= 1 1 1 V 1 1 1 1 6 1 1 1 1 M V U 1 1 17 ♦� " 1 1 1 O1. •••••• •••••• • 1 1 L . -• .• • ' +911 O Q L I to LOTS es�n et FOUL 1/2"IRON � PtP�1/��ON Project#: PIPE,tB1048 129.84 (ACTUAL.) 129.90 (t�LAT) 129.94 (FffLD) LOT 4 14004 Date: �1 011711!S (��J Revised: Shit ,'� � j -s' 1.2 SITE PLAN rf%` 10, Existing of Area Calculations r Lot 6,5o6 sq ft -- Existing Impervious Roofed Structures 2,107 sq ft 32-39% Existing Impervious(concrete,pavement) 96o sq ft 14-7601b Existing Total Impervious 3,o67 sq ft 47.15 New Lot Area Calculations � V New Impervious Roofed Strut es 2,940 sq ft 45-19% New Impervious(concrete,paver tent,&future pool coping) 93 sq ft 1.43% W New Open Cell Pavers 0 509b;39 6 sq ft 198 sq ft 3.04% O � New Total Impervious 3,231 sq ft 49.66% i aao O O = a 28'-0 +h 3r-VN - - t0 130.56'(ACTUAL) (130.50'PIAT) (130.77'RELD) ,--� •—� LOT 6 su 1/2"IRON w LL PIPE,IS3672 LOT 5 Q IA _.n PMS { FOUND"X" Q M cit for gay o +--, A W U to 34 4.r Co A , iir �: R3 .n Q Garag FFE to GPMwil 8 P+ •16�` loW alio i use F to r uu I ..-, w 24"A ve N ��� # � slab z 0 O ------ RX hro CN i ♦ x-sem e z , V U. w O i wlwnra m 70 S LOT 5 Desip bet FOUND 1/2"RON FOUND 1/2"IRON PIPE,LB 1048 129.84'(ACTUAL) 129.90'(PIAT) 129.94'(FWLD) LOT 4 SPE,D /2" P400a' Date: 8/17/15 l (� Revised: sheet -�- SITE PLAN0 V 1 p, 1.2 Existing Lot Area Calculations Lot 6,5o6 sq ft - Existing Impervious Roofed Structures 2,107 sq ft 32-390/0 Existing Impervious(concrete,pavement) 96o sq ft 14-76% Existing Total Impervious 3,o67 sq ft 47-15% New Lot Area Calculations � U New Impervious Rc ofed Structures 2,940 sl ft 45.19 9b -� New Impervious(concrete,pavement,&future pool coping) 93 sq ft 1.43 New Open Cell Pavers 0 5096;396 sq ft 198 sq ft 3.04% 4 � New Total Impe 3,231 sq ft 49.66% :3L- 0 0 9 2*-0r W-o" 4+1- 37-(r 130.56'(ACTUAL) (130.50'PLAT) (130.77'FIBi.D) *-� •-i LOT 6U. SET 1r2"IRON W PIPE,LB3672 y . ProIP�� LOT 5 FOUND"X" �j ;zPCUT(3.0'Sly)IfrtO stub OW for gfiv 0 18' + f ' � V j _ 3 V a .v tR 0. QQ Garage FFE to b t_ I a� > o -16" below patio use Fid to bel I � � �...., g W � G4 J > m . 24"A ve r ti �� � , = W Q x r- - 1 `' `' > Z1 1 Y u i 1 1 ff VLL ' ' - • , Lir O �. -�_- ____ _.�•._ - ____J �.�..�..�.�J 1 1 W rraa . .rra L —— — — J .rs . rrrrrrrr .rra rrra .rra LOT 5 � t FOUND 1/2"IRON L==h FOUND 1/2"RON PIPE,LB 1048 129.84'(ACTUAL) 129.90'(PLAT) 129.94'(FELD) LOT 4 �,�CAP ,aoP''40 #: oa Date: 8117115 Revised: rMsErML�.t , J sheet AL- SITE PLAN r S Al. j� 10 2 Site Plan Notes OFFICE COPY g : w H; I. This drawing is based on a boundary & topographic survey made by Existing House sq footage Boatwright Land Surveyors , INC. of Jacksonville Beach,March 6th 20x4. 2. See site survey for existing conditions not shown on this plan. ~ Existing Covered Structures Footprint 2,167 sq ft 3. Contractor shall establish finish floor elevation. .' Existing Impervious Lot Coverage(Concrete) 957 sq ft Building layout dimensions are shown to outside face of foundation wall. . See Floor Plans for clarification. 6 Total existing habitable 3,124 sq ft 48.o2% 4. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted New House sq footage otherwise. 5. Work shown is new unless specifically noted as existing. New Covered Structures Footprint 2,940 sq ft 6. The General Contractor shall verify all property lines, easements, New Impervious Lot Coverage(Concrete) o s ft dimensions & setback requirements w/the appropriate department of the P 3 7 q City of Jacksonville Beach. Total New habitable 3,247 sgft 49-911% 7. Construction materials, equipment&procedures shall be in general accord with the Florida Department of Transportation "Standard Sgy ecifications Increase from existing 123 sq ft for Highway Constructions", latest edition, as modified technical rIiXl,i lesiglI.eolII ,11M :,J)hA91; specifications. Copyright ©Zoic Starr Sanford 8. All driveways shall extend entirely to public streets to which they connect, Design Associates, Inc. All rights whether shown or not shown. reserved. The design concepts, 9. Transition smoothly from new asphalt to existing asphalt in a manner that drawings, written material, and oz will facilitate the smooth flow of water without puddling or ponding. specifications of this document are the property of Starr Sanford Design N o Associates, Inc. No part of these m documents shall be copied,disclosed w CONCRETE -- - to others, or reproduced in part or silt fence around construction site) ExistingLot Area Calculations whole in any form without the 0- silt fence around construction site 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD SET 1/2" IRON written consent of Starr Sanford PIPE,LB3672 WOOD DECK B L O C K 28 Y h _ LOT 5 Lot 6,506 sq ft drawingss Use giveates,Inc. n not sca � drawings.Use iven dimensions only. dashed line - - - I FOUND x If not shown verify the correct i'' } represents new construction CUT(3.0'S'ly) ' _ _ _ ' _ Existing Impervious Roofed Structures 2,107 sq ft 32-39% dimensions with Starr Sanford Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - '� 1 Y �a�J Exist' Impervious(concrete pavement) 6o s ft i 6% o ' h X05 Design Associates, Inc. Contractor O � m$ P �P 9 q 4.7 shall check and verify all dimensions - , w �0 Q J 3 01 ce y �� ��5 1 Q Existing Total Impervious 3,067 sq ft 47•I5% and conditions of the job site. Uy o G�Y w 19 a m 1 z o s� 1 0o z uj CD 73 o h , +'� ; o J New Lot Area Calculations 0 o m W STORY r .Y �° i o E; MASiQ�Nt�Y AND A/C g m ®, FRAME h 1Pawl a New Impervious Roofed Structures 2,940 sq ft 45J9% > u, CONCRETE WALL m 1 RES1 NCE ' 1 M W (j,j remove existing wal , Y .Y New Impervious(concrete pavement,pool coping) s ft i. % W NUMBER 273 , } ' 0 P ,P ,P P 93 q 43 .J > -f��;�arrkln -r=ff f= W New O en Cell Pavers @ 0% 28 s ft 2i s ft 2 % Q 22' h ; i •{ Q W > P S ,4 q 4 q 3 9 Q 0- ,Y . ',Y . ,�Y . \ IY r-, , '•V o "- > Q New Total Impervious 3,247 sq ft 49.91% remove existing building \ / F C) o Q o- z }' _ h• .'{ h. .'` �. '{ h 'i F' �. & all site features (� U) _ Q aC `•Y 'Y 'Y •,,'. I� remove existing building U >- DESIGN CRITERIA: UJ o t' ;�' ;{' :{'' a m I ? & all site features U w Q Q Building Classification: Residential U tt_ W o '' '• ' A , ' h ;•' " i� ; z LU S' Building Type: Type V Construction OO LL Y • :.V - Y • ,Y •,Y • F •Y . •Y ' ' • w100 c o •CONCRETECRIVE } } } ; / } } } 1 ► } "- Ll_ r- remove existing:drive ,<' . ,t . � � N\ I ;{' , ,�' . ; .{' o Q Unless otherwise noted,project site considerations shall be the responsibility of the _ 1- 0 h h h L h owner and/or contractor.Examples of such items include,but shall not be limited to, ' hICftETE'.Y • 1 parkiny�,Y COdetermination of grade elevations, drainage features, an special requirements sp equ'rements I-� t. ... .r r. r.r..... _r M r_w r r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ., associated with FEMA flood hazard andlor DEP zones. • : errkove existing concre & L _ _ _ _ : .r••.r wu r r r.r r. w r r alhsite'features Y , , ,> , " , , •Y •Y • •Y •Y •Y •Y • •Y END OF CHAIN-LINK WOOD DECK The contractor is responsible for the means and methods of construction. It is the O g } } C�ONCRETI7 VUA'LK, r o- o- r r r ,'• r �^--�----� P Construction dumpst r;' 'rem®ve existing concrete&.all site features FENCE=0.1' remove existing deck&all site features Portable contractor's sole responsibility to determine the procedure, sequence, and 110 • .k „ OFF LINE Restroom O temporary bracing as to insure the safety of the building and its component parts during construction. 4' WOOD FENCE remove existing fence&all site features 4'WOOD FENCE LOT 5 FOUND 1/2"IRON - - - - - - The contractor shall verify all conditions and dimensions at the job site prior to PIPE,LB1048 - - - _ _ K WALL ON LINE silt fence around construction site FOUND 1/2"IRON LOT commencing work. 6'VINYL FENCE silt fence around construction site PIPE,NO CAP 129.84' (ACTUAL) 129.90'(PLAT) 129.94'(FIELD) The contractor shall supply, locate, and build into the work all inserts, anchors, n' 4'CHAINLINK FENCE les plates, openings, sleeves hangers, slab depressions, or other components as +� � ,P � � P � P may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report.The design of the project structure assumes an allowable soil bearing capacity Of 20oo psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. f DRAW W G N $CAl[ Al • EXISTING SITE PLAN, 1 0' nosing paver&square paver as shown for Z' (TYPICAL TREAD) finish tread,rowlock for finish riser over 5 3/4"mortar bed as shown over 4000 psi air-entrained concrete steps w/6x6 6/6 WWM over gravel drainage fill see other details for landing pavers W fu U fu NOTE: Surveyor to locate & stake footprint •0 of Structures prior to commencement of construction V) •• ••" ..° '• D .. D .. D' •' D _ O 00 0 fV 0 I..L. O - •• _ OOI D D.. D D D C.. ,QIaD o o M (t) -J 24'-011 28'-0" +/- 371-011 " (V G LLI o= 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD) LOT V SET 1/2"IRON U_ a- .. e . PIPE,LB3672 4 •' . . . . . LOTS .. . . . . . . . . d provide propane FOUND"X" nt line stub out for grill CUT 3.0'S 4 18 C s 4 D x O : .; r o • .•:. . O e +19 �. O Q a o o D' lee .. O +20 1 0 0 D ° O o o O U ° Ih covered +2Q o 0 iR••i '! 1, I w O z w - 0 0 o c ree e a 1" b 4 : : J � 0 0 a N U o O o 0 1 s t rr O t n abb�•s o e' y, y DRAWING N OC „ tabb yste CD o cell . . err ,.,.,, p . � � ��, y �;, BRICK EXTERIOR STAIR TOP LANDING "Garage FFE to be --�� :� �r� „ � � � � A 1 .2 �� Q - .pavers ,. . .. > -16" below atio a . �e$ ;Q House FFE to be e 0 110„ • ston Ll 1W t 1 W a J LO > min. 24 Above rad 5 , + + 4 4 I , provi ropane stub z W1 7 (TYPICAL TREAD) O ghting here W nosing paver&square paver as shown for 2 Ar +18" ; +78' I� � f ., fc5r ga li > >/ Ip finish tread,rowlock for finish riser over �I (� , + 4 +1" 'open Cell Q. 3/4"mortar bed as shown over 4000 psi 5 z !01 COPY >_ air-entrained concrete steps w/6x6 U +71 I, +11" + D� ' avers <� E �- 1 .. ��� � � , P Z Q 6/6 WWM over gravel drainage fill w � '01 � UQ . ULL MW +12 W � O Of Construction Set ftol +011 O •• +1 D Q 5 � • W " °• � . h �X _ Project #: Q. _ r. .+ _ r r r r J';: CM outdoo .. pe les +2 �+ _ . r.,,.. : . . „.:;. ., F•.� .. - - -- - - -- - s' ..• , 14004 Q shower „ +9�' 4 +9„ .•• . .. , _ a Date: .. I 5 7/21/15 �• % D .: D D LOT p FOUND 1/2"IRON FOUND 1/2"IRON a -, D D Revised: PIPE,LB1048 129.84'(ACTUAL 129.90` PLAT 129.94' FIELD �e�lvalk�see ' detai ewhere)- ( ) (FIELD) LOT 4 PIPE NO CAP .. ' ' 0611 Concrete 61 4's B OCA D -3 Am over compat a earth tD ' D D o D D a ' T_ �••� M�.� � t� �S �•��. Nom• r� � �� �4 CO -.-,.','. _._,., -..,.1''. -._,.'',. ..•,•' '. Sheet •' '1.... •' '1.... •' 'I.... •' '1.... '1._.. •' '1.•... '1.•... '1.... •' 'L'... '1.'...•'' 1.'_ 'i' "f'_1• i•,_•�__1. i.,�.�_.1. i.,_.�:_1._i.,�.�:_1._i.,�.�:_1._i.,�.�._1..i.,..�._1._i•,�•�_'1..i.,_•�_'1•'i•,�•�__1..i. 1 1 _.. ... 7.7.. ... ._. ._. ... ... ..• __. ._• • . ••••' 1. •' _1. •' _1. •' _1. •' _1. •' _1. •' _1. •' _1. •' 1. '' 1. '' _1. i i i i i DRAWING M A 12 AB 2 1 24N SITE PLAN RICK EXTERIOR STAIR BOTTOM LANDING 10 A1.2 1 0' MMS BUILDER: Bosco SUBDIVISION: LOT NUMBER: FI-ILZ 290 Beach Avenue MODEL: Pitler Residence DESIGNED/CHECKED: EAC nUETRUSS A 1DIVISM Of 7H �U�DUS 23'11" 30'9" 34'11" 10'------------- m 0 0 C7 0 0 0 0 0 0 0 C7 `g o 0 0 0 0 0 0 0 m F E 1 m LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL_ LL LL LL LL N U41 414 U41 414 N U41 1 01 N_ 414 N fV � U41 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' fD 2' 2' 2' 2' 2' � U414 FG01 fV F02 jr— (V F03 — v v v v < v v n, D 7 O O F03 B03 GU 12 in w a v c e v O ` N j j � q � e ff LL This drawing is not sufficient v F03 1'1"12 r=- rz- F o' b F03 alone for installation. FGo4 Additional instructions F03 N LL LL c N _ accompanying this drawing, F03 including BCSI-B1, should be fV FG02 used in conjunction with the F04 16 2' 2' 2' 2' r z' 2' r r Bos m 2' r r r r architectural and structural EX GUS412 F04 plans during installation. If BCSI-131 has not been FGE02 N FGE03 shipped to the site with the components shown on this page, please contact Apex 0 0 0 0 0 FGE07 _ 0 Technology for a free copy. WLL LL LL LL LL LL O O LL LL LL LL LL W LL LL LL LL m LL LL Permanent bracing for the L building, including bracing to resist wind, seismic, or other 7,11" ,s 287 39'11" 7, lateral forces,and permanent 997" -- bracing for all structural ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING elements, is the responsibility of the Engineer of Record for w the structure or the building 71-087 designer, per I/TPI 1- P2 RvAeww 05 ,� ❑4ft*w „ ,d a�9t 2. %02 I 011v At � yti p�wrwgirwMtBvivAsd lsnoeIla �COR"D"ouneresesd� � r57 1�,�{Ms not mim aCoWa W i�� mo=w:"in • ” �w.. , � wF daalDnt for Old ►1M oorNrectot k e�eponeels tot oortlpMsnos wRh rdl�squtrsmsnb 'm' • ct the W trset Doa+rtMndr.end Ior tlr seN and earooaepd oorw0ucdon aR the wnrk 7 17de revlsw dog not dere der the mesnS. eegLwxm,W4 ^�PMitlOns d ttls oonetrudion, 4t ' •3` t wft4 which ars the sole roeporinih Ity�tlle r�identatl �, L , 2 3 —/.� 31K INC. • g_ o>�: APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAXAPEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL,32224-904.821.5200 �, 07-16-2015