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1719 Beach Ave. ACC18-0029 dwgs 1Project Information DESIGN CRITERIA: Building Classification: Residential Building Type: Type V Construction Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. g The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 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 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. Modifications FEBRUARY 5 201 9 Ai.i Field constructed site plan modifications, Show Demo Areas of driveway to be completed Az.2 New Dimensions C driveway design, paver locations 1 Ar.3 New Site Plan Area Calculations IV 2 Index A0.1 Title Sheet & Specifications A1.1 Existing / Demo Site Plan A1.2 New Site Plan A1.3 New Site Plan Area Calculations These drawings may not correlate to any in -field modifications, any discrepancies or questions should be reported to the Architect as soon as possible for resolution. GENERAL CONDITIONS 1. These Plans are the property of STARR SANFORD DESIGN ASSOCIATES, INC. These Plans are protected by Federal Copyright Laws. Any use of the information contained herein beyond the use authorized by STARR SANFORD DESIGN ASSOCIATES, INC., or any duplication, publication, sale or distribution of any part of these Plans without the prior written consent of STARR SANFORD DESIGN ASSOCIATES, INC. represents a violation of Federal Laws subject to the prescribed penalties. 2. All work is to be in accordance with the latest codes: Local Ordinances: Atlantic Beach, Fl Building Code: 2017 Florida Building Code Residential 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2017 National Electrical Code 3. It is the builder's responsibility to assure that all manufactured articles, material, and equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless herein specified to the contrary. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. 4. It is the builder's responsibility to check all plan dimensions & details for overall accuracy appropriate to the site & final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by SANFORD DESIGN ASSOCIATES, INC. 5. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which SANFORD DESIGN ASSOCIATES, INC. has no control or responsibility. 6. These plans provide ideas & concepts & are not intended to be complete in all respects & details of weatherproofing. Use of a potential variety of window or door brands & types & use of different materials & thicknesses can change details. Additionally, varying codes & regulations, foundation requirements & electrical & mechanical plans can also change details. 7. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable National, State, and Local Building Codes. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable Construction Standards. 8. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by SANFORD DESIGN ASSOCIATES, INC. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which has no control or responsibility. SANFORD DESIGN ASSOCIATES, INC. not be held liable for any errors, omissions, or deficiencies in any form by any parry whatsoever for these various details. OFFICE COPY I C V E . V w ��L► FEB -8 2019 E1Lr!dr' D'ePar rn Er :acne9 FL Copyright ©2or8 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reroduced in part or whole in any Vorm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 3/22/18 Revised: 1 - FEB 5 2019 O h� r O Q� n c rn O E O � U n a> O C U � Ln �L a� fu pa 4-J Ln 3 4� C� r--�1 DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 3/22/18 Revised: 1 - FEB 5 2019 G D I UK Y VVUUU I' KHMt I RESIDENCE No. 1721 i U w H< cnl Z= O U Q Ino Z o� - 'k OQ Q0 Ulm U N m Zi m cover 'd o U � L U. (n ID o_ o� NI� RIC BOX LL a documents shall be copied, disclosed '---- -------_-- ---_____-' 93.98' _ - - U Z N Oti I- 5' wood fence 17th STREET 40' RIGHT OF WAY, CLOSED BY DEED BOOK 1312, PAGES 177 & 178 S83°2314V (N83°25'29"E 150.37IRON - IRON) 196.58' >I I Copyright (92ci Starr Sanford I r �.z &4; I cover 'd the property of Starr Sanford Design ood d ck documents shall be copied, disclosed N to others, or reroduced in part or whole in any Vorm without the Legal Descrin tion I 2 given dimensions only. If not shown, verify the correct 8 dimensions with Starr Sanford Design Associates, Inc. Contractor F- shall check and verify and conditions of the site.imerasions I W Attantir. • Caribtxmu • Pacific Lam a st.u•r.�and Gadd—ign-r (004) 20Ci.1f137 I O 5< 1 15-10 09 -2S -29E .320 2 N ATLANTIC BEACH UNIT NO 1 Ln z Z la Notes: 3 1. This Is A Boundary And Topographic Survey. 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. N Q 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval O I° p 1992, Being S 0632'05" E. OJ L existing 5' wood fence i v Mean High Water = 2.10 Tide Range = 5.07 ff SSSIIGGG -,�-�I driveway to a ' I Phase 2 be remove A ° o ° Q D ° ° ' © ° I bang Ca w L. new a LU z J J O (r 1— Z O U z 0 O Cr Ili Existing / Demo Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' pFFICE COPY �+ t ►►ma�}y(C _. � ; cc Copyright (92ci Starr Sanford O Design Associates, Inc. All rights �.z &4; reserved. The design concepts drawings, written material, anj specifications of this document are the property of Starr Sanford Design a� Associates, Inc. No part of these documents shall be copied, disclosed 4— to others, or reroduced in part or whole in any Vorm without the Legal Descrin tion 3 Y given dimensions only. If not shown, verify the correct 8 dimensions with Starr Sanford Design Associates, Inc. Contractor Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together shall check and verify and conditions of the site.imerasions With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, � Attantir. • Caribtxmu • Pacific Lam a st.u•r.�and Gadd—ign-r (004) 20Ci.1f137 Existing / Demo Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' pFFICE COPY �+ t ►►ma�}y(C _. � ; cc Copyright (92ci Starr Sanford O Design Associates, Inc. All rights � reserved. The design concepts drawings, written material, anj specifications of this document are the property of Starr Sanford Design a� Associates, Inc. No part of these documents shall be copied, disclosed 4— to others, or reroduced in part or whole in any Vorm without the Legal Descrin tion written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use Y given dimensions only. If not shown, verify the correct Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat dimensions with Starr Sanford Design Associates, Inc. Contractor Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together shall check and verify and conditions of the site.imerasions With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, � Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Line For Said Duval County, fp LN Legal Description 1 15-10 09 -2S -29E .320 2 N ATLANTIC BEACH UNIT NO 1 Ln 3 LOT 20,S 1/2 CL ST N THEREOF 3 Notes: 3 1. This Is A Boundary And Topographic Survey. 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval @, County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, r� r 1992, Being S 0632'05" E. Q 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station �I 872-0291 (Jacksonville Beach). Mean High Water = 2.10 Tide Range = 5.07 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local Mean High Water. C� Mhw Elev. + (1.5 X Tidal Range )=Shwl 01 2.10 + (1.5 X 5.07) = 9.70 (Navd 1988) v ' 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat h� r Book 35, Pages 59, 59a, 59b. • r—I 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. d' Elevation=13.20 (N.g.v.d. 1929) O 8. All Pipes In Sanitary Manholes Are 6" Pvc. M 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon ^- 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') E � Existing / Demo Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' pFFICE COPY �+ t ►►ma�}y(C _. � ; cc O � U n �I a� L O 4— C � L G� fp .V Ln 3 3 4� DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 3/22/18 Revised: 1 - FEB 52019 Sheet A191 0, I 120.28' 91.67' 115 " "F11 --V I$ "21,FZ i $ I 421.9' h 2 STORY WOOD FRAME {# RESIDENCE No. 1721 `,,;° ,� y�i�„�'�,F,�".�t'i ,`` •�+ ��„A '�. � e"r�"�” - SCJ .aa, � ' covered VI i f i i r�V IL. .a VIII I IIII �II!I I A z- - VIII I ;wood deck . s ° 1 oEi. I _ I � - 93.98' - UJ Z N J � I zl� - - - - - O- - U - - covercd Z � O ood deck LU Q N V)la W oU o U_ �0 Ox 21.47' O 17th STREET w z I' z0 QO a- Y 40' RIGHT OF WAY, CLOSED BY DEED BOOK 1312, PAGES 177 & 178 z O O N L� M Z16 ED 00 o g Q �I N O i 6 U z pl o install silt fence around construction site ON) 196 58 �- p a N Q existing 5' wood fence existing 5' wood fence I ON 883°23' 1 [4"W (N83°25 29"E 15 IRON - 0.3 LECTRIC BOX FOUND 1/2" IR .. 111:1 St p re stones I PIPE, NO CAP to remain 771 e phase 1 pervious avers }.-Wood Wall And �— w 18.26'To CCL sl4 e-r-t2j TerC>rC �-� -r I }oncrefeds I I ------------------- _ 5' Side cv _ : D — — 1 10.02' TO CCCL 1 Yard Setbac ebncret To Remain _ I : 20'-0" to xemai D brick walls to remain • D '- - _ It 15.667' I slope _ 4 III Phase L II � I I D o. D D o n• Cabana `\ :° •DI _TING 2 STORY FRAME I Phase 2 ?CIS Wood Deck • Tat a c r D01 D _55%5- SEE 10 -- 1 o _ I ' ENGINEERING o - kn ste stones' r al I1 Phase 1 Approved . o I Z , O Water Retention Swale , d -at gradeplaming bea a °•: Rear Porch Renovation P Phase i pad , I 1 W O O o p :� . b remain '� Concrete Porch 1 0 Q a N drive ••' . o D .: b c .: D ' •• D Q to remahi D D D D - I%00 1 n p o• ° D 4 a I`' ° D a ° c - ° phase a Q ° per° L0000 I Wood PhaDeck I 1 1 a c a �s w o w O D D D D D " - D °parking court a H D D D to rUMain D D D D 6 D I I 1 - - - - -- J N U brick walls to remain D o D o �------------- o D brick walls to remain stepping stones � W2 0°' to remain D . 131.721' 0 CCCL I I slope _ x a Q o to re n- - sloee s P D D 12.66' 7.000' r�cr st Ing ------------------- c ads _ ------ ------------- — O — stepping stones ° 20 Yard Setback r 48" brick wall &gate Pp g r z1 " to rema>�o e I stepping stones OIC Q 1 slope from phase 1 - - - , . P _ _ to remain 1 � Spee La in _ - . _ - - CO - - N J _ existing 4' o v existing T aluminum fence 13.47 To CCCL 5 I aluminum fence _ S83'23'1 4W (S83°23' 14"W 150.05' IRO IRON) 193.93 aluminum fence I c 133.48' - w WATER zo m I install silt fence around construction site - - - - - _ - o a F- 112.13' METER w LL ICDQ n w�. LL r �•`' g P U. v 2 STORY WOOD FRAME - O t RESIDENCE NO. 1717 _ wood deck o v�zg�t4 O SR11 A ° A1.2 New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' Copyright 92or8 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reroduced in part or whole in any Zrm without the written consent of Starr Sanford Design Associates, Inc. Do not scale Legal Description drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat Design Associates, Inc. Contractor shall check and verify all dimensions Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together and conditions of the job site. With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Line For Said Duval County, LN Legal Description 1 15-10 09 -2S -29E .320 2 N ATLANTIC BEACH UNIT NO 1 3 LOT 20,S 1/2 CL ST N THEREOF Notes: • O 1. This Is A Boundary And Topographic Survey. �..� 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, 1992, Being S 06°32'05" E. 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station �I 872-0291 Uacksonville Beach). Mean High Water = 2.10 Tide Range = 5.07 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising ..I Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local �p Mean High Water. R Mhw Elev. + (1.5 X Tidal Range )=Shwl n 2.10 + (1.5 X 5.07') = 9.70 (Navd 1988) v 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. p a� 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat I� Book 35, Pages 59, 59a, 59b. 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. Elevation=13.20 (N.g.v.d. 1929) Q 8. All Pipes In Sanitary Manholes Are 6" Pvc. 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') � U ;z _0 L n a� O C y fu U v � Ln J � L r- W U ° O 0 n w o U U-1 Z J J O Cr F - Z O — — — U z O to O Cr W CFFICE COPY DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 3/22/18 Revised: 1 - FEB 52019 Sheet A1.2 64 SO FT PLANTING IN- ROW'-' "_ 92 SQ FT APRON IN ROW-- - --- , 85 SO FT PLANTING IN ROW --- .� existing stop sign to remain new planter -------- 168 SO FT APRON IN ROW - --.1 129 SO FT PLANTING IN ROW- - - - ROW = 549 SQ FT f PAVED = 260 SQ FT _ 549 - 260 = 289 SO FT 13.47 TO CCCL ALLOWABLE SO FT IN ROW = 50% �' 260;. 47.36/ �J Main House 549 X 50% = 274.5 SO FT WATER zo � ° 19.16/0'.. METER M ' m d � N J I U 4 � j Z - R,. oLLa 2 N r~ up Q IO F O m OQ Ulm Flu Z.a 2 STORM' WOOD FRAME I 1 RESIDENCE No. 172 � i f 'wood deck t4run �' 260;. 47.36/ �J Main House fi � 2611 ° 19.16/0'.. ' x-^ o ..Cabana 50.00/o L� d � 418 I _ Garage 4 8101 1_. j R,. Pool coping f r 0.47%' - g I 2.03% ® Front Step 307 0.22% M, f 3 922 yg S Driveway x 1 3 863 ' ® Planter walls 189.5 1.39%' LJ AC pads additional concrete r �' 813 , . 0.59% suu•r..Fn i[o.dd �r .cau ?704i 20Ei-113: „t. ._. Open Wood Porch .,.... _... _ _.. N/A, 0.00% Copyright 92or8 Starr Sanford n Associates, rights g Inc. All k Proposed Total Impervious 2 STORM' WOOD FRAME I 1 RESIDENCE No. 172 � i f 'wood deck t4run �' 260;. 47.36/ �J Main House fi � 2611 ° 19.16/0'.. ' x-^ o ..Cabana 50.00/o L� d � 418 I _ Garage r 8101 1_. 5.95% Pool coping 641 0.47%' - Stepping Stones 69 @ 4 sq ft -- 2.03% ® Front Step 307 0.22% M, f 17th STREET 40' RIGH I OF WAY, CLOSED BY DEED BOOK 1312, PAGES 177 & 178 Area Calculations 0 2' 4' 6' 8' 10' 12' 14' 16' NEW Right Of Way Lot Coverage Impervious Paved Area Allowable Impervious v p Coverage r 549 100.00% NEW Lot Coverage Calculations covered 'wood deck �' 260;. 47.36/ �J Main House fi � 2611 ° 19.16/0'.. ' x-^ o ..Cabana 50.00/o L� d � 418 I 17th STREET 40' RIGH I OF WAY, CLOSED BY DEED BOOK 1312, PAGES 177 & 178 Area Calculations 0 2' 4' 6' 8' 10' 12' 14' 16' NEW Right Of Way Lot Coverage Impervious Paved Area Allowable Impervious v p Coverage r 549 100.00% NEW Lot Coverage Calculations 13624, 100.00% �' 260;. 47.36/ �J Main House fi � 2611 ° 19.16/0'.. ' x-^ o ..Cabana 50.00/o L� d � 418 ° 3.07/0. _ Garage i 8101 1_. 5.95% Pool coping 641 0.47%' - Stepping Stones 69 @ 4 sq ft 276 2.03% ® Front Step 307 0.22% ® Parking Court 3 922 6.77 Driveway x 1 3 863 6..33% ® Planter walls 189.5 1.39%' LJ AC pads additional concrete �' 813 , . 0.59% suu•r..Fn i[o.dd �r .cau ?704i 20Ei-113: „t. ._. Open Wood Porch .,.... _... _ _.. N/A, 0.00% Copyright 92or8 Starr Sanford n Associates, rights g Inc. All k Proposed Total Impervious 6264 5 45.98%', reserved. The design concepts drawings, written material, and 4 specifications of this document are Allowable Impervious Coverage 50.00% the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any -form without the written consent of Starr Sanford Legal Description Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat Design Associates, Inc. Contractor Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together shall check and verify all dimensions and conditions of the job site. W U a W Z J J O cr H Z O U Z O Cn O Ir UJ With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Line For Said Duval County. LN Legal Description 1 15-10 09 -2S -29E.320 2 N ATLANTIC BEACH UNIT NO 1 3 LOT 20,S 1/2 CL ST N THEREOF Notes: 1. This Is A Boundary And Topographic Survey. 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, 1992, Being S 06°32'05" E. 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station 872-0291 (Jacksonville Beach). Mean High Water = 2.10 Tide Range = 5.07 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local Mean High Water. Mhw Elev. + (1.5 X Tidal Range )=Shwl 2.10 + (1.5 X 5.07) = 9.70 (Navd 1988) 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat Book 35, Pages 59, 59a, 59b. 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. Elevation=13.20 (N.g.v.d. 1929) 8. All Pipes In Sanitary Manholes Are 6" Pvc. 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon 6.0.1. Datum Conversion Factor (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') OFFICE COPY DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 3/22/18 Revised: 1 - FEB 5 2019 Sheet A1.3