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1725 BEACH AVE RES20-0065 ARCH DWGSFrisch Title Sheet A0.2 Residence ALL Existing / Demo Site Plan 1725 Beach Ave. Atlantic Beach, Fl Index A0.1 Title Sheet A0.2 Specifications ALL Existing / Demo Site Plan A1.2 New Site Plan A1.3 Site Plan Area Calculations AlA New Landscaping Plan A1.5 Grading Plan A2.1 Garage Level Floor Plan A2.2 First Level Floor Plan A2.3 Second Level Floor Plan A2.4 Roof Plan A3.1 West Elevation A3.2 North Elevation A3.3 East Elevation A3.4 South Elevation A3.5 Longitudinal Building Sections A3.6 Main House Building Sections A3.7 Building Sections A3.8 Cabana Elevations & Building Sections A3.9 North Courtyard Elevation A3.10 South Courtyard Elevation A6.1 Garage Level Reflected Ceiling Plan A6.2 First Lever Reflected Ceiling Plan A6.3 Second Level Reflected Ceiling Plan A8.1 Door & Window Details A8.2 Door & Window Schedules, Elevations & Notes A9.1 Wall Sections, Details & Notes A9.2 Wall Sections & Details A9.3 Wall Sections A9.4 Wall Sections A9.5 Wall Sections A9.6 Building Sections @ Stair Hall S2.1 Architectrual Step-down Plan E2.1 Garage Level Exterior Lighting Plan E2.2 First Level Exterior Lighting Plan E2.3 Second Level Exterior Lighting Plan E2.4 Lighting Cut Sheet 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. Square Footage Garage 603 Garage Level Entry, Stairs & Storage 321 First Level Heated / Cooled 4,704 First Level Covered Ocean Patio & Steps 587 First Level Covered Patio 200 First Level Entry Gallery 377 First Level Cabana 384 Second Level Heated / Cooled 2,526 Second Level West Balcony 161 Second Level Seaward Balcony 237 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 Coder 2017 Florida Building Code Residential 6th edition 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2018 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 STARR 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 STARR 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 STARR 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. STARR SANFORD DESIGN ASSOCIATES, INC. not be held liable for any errors, omissions, or deficiencies in any form by any party whatsoever for these various details. -Atlantic • Caribbean • Pacific info@starrsanfo d.c na 904707-9761 Copyright ©2o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any Corm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawmgs. 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 SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A0. I w V � � ' n y O h +� rn � cd E +' o L > O � L L DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A0. I Porches & Balconies COLUMNS 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common grade pressure -treated pine or better. All post trim shall be equal to or better 1. than post material. 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post width above porch floor if there is no rail or 1/4 post width above rail unless 2• noted otherwise. End chamfer 1/2 post width below beam if there is no capital or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4" for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end chamfers with a flat taper equal to the depth of the chamfer unless noted 3• otherwise. 3. Turned posts may be #1 Common grade pressure -treated pine or better, or 4. may be Perma-Cast. 4. Classical columns (round or square) may be smooth cedar, redwood, Perma-Cast, or limestone. 5. Exterior structural wood column bases for boxed columns shall be raised above 5, porch floor. BEAMS 6 1. Wood beams shall be #1 Common grade pressure -treated pine or better. 7. 2. Beams supporting masonry shall be limestone or reinforced concrete. 3. Metal beams shall be hot -dipped galvanized steel. Attachments & Sitework FIREPLACES & CHIMNEYS 1. Fireplaces shall be constructed with Isokern system or equal. 2. Flues shall be clay tile or Isokern DM flue system except that triple -wall metal flues may be used only with European Copper chimney pots (see below.) 8• 3. Chimneys shall be brick or stucco on 4" minimum masonry. 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney 9• pots equal to Superior Clay. Chimney pots for metal flues shall be equal to European Copper metal chimney pots by Jack Arnold. 10 5. Provide additional house ventilation as required in central air duct w/motorized fan switched at fireplace. Switch shall have a notification light in switch panel 11 SEALANT NOTES E 1. Use materials appropriate to the application for maximum life and optimum appearance. All joints should be sound, clean, dry & free of contaminants. Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's specific recommendations. Colors shall be selected by homeowner from manufacturer's standard colors. Caulking or sealant shall be installed so that finish surface is smooth, even & regular. 1. 2. Caulking shall be installed at interior dry joints between dissimilar materials as required. 2 3. Sealant shall be installed at exterior or damp interior joints between dissimilar 3' materials as required. Prime all substrates w/primer as recommended by manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when joint is approximately half -way between design extremes. Use flexible open -cell 4' polyurethane foam backer rods at all butt joints to create a sealant joint no thicker than 1/2 the width of the joint, but in no cases thinner than 1/8 or thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the 5• joint. 6. Cabinets & Furniture 5 6 Massing &Walls g 7. MILLWORK Pro ect Information � L Do not scale drawings. Use only dimensions shown on drawings. If dimensions ELEVATION NOTES are in question, the builder shall be responsible for obtaining clarification before 8 continuing with construction. Builder shall verify all dimensions & conditions at 9 jobsite. n 2. Field -verify all dimensions before beginning millwork fabrication. Verify all All structural information shown is for reference purposes only. A local licensed L kitchen equipment sizes w/homeowner before ordering cabinets. 10 3. All cabinet dimensions shown on floor plans or elevations are to primary surface Building Classification: Residential Building Type: Type V Construction structural engineer shall design to actual site conditions & design all structural of cabinet. Countertops typically overhang these dimensions & kickspaees 11 underhang them. 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. construction. Builder shall verify all dimensions & conditions at jobsite. 5. Builder shall provide adequate wood blocking in walls to secure millwork, All masonry shall be laid plumb, true and square w/filled joints. All walls shall be shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. Finished grade lines shown are approximate. Verify that finished grade slopes �� "der shall away from building for at least 48 outside building perimeter. Buil sh 1 6. See Finish Schedule for wall, base, floor & other finishes. 1. 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or establish finish floor elevation in consultation with homeowner. Builder shall other plumbing. Plywood to be covered w/plastic laminate shall be and/or contractor. Examples of such items include, but shall not be limited to, subject to freezing; conditions. All exposed work shall be brush -cleaned to be cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 take into account design intent including number of steps, water table masonry, g g p ' ry 3. southern yellow pine. determination of grade elevations, drainage features, and special requirements associated 8. Sections and details shown may not cover all cabinet conditions, but are 2 intended instead to indicate the general design and character of the cabinets. In 3. All masonry work below finish grade shall be filled with grout. This includes all cases where no detail is shown, use most similar condition detailed and modify & any wood construction. for cabinet elevation shown. 4 5 6 Massing &Walls g Plan Notes Mech. Elec. & Plumbing Systems Pro ect Information � CONCRETE MASONRY UNITS 41 ELEVATION NOTES U � MECHANICAL NOTES y o n DESIGN CRITERIA: All structural information shown is for reference purposes only. A local licensed L Do not scale Drawings. Use only dimensions shown on drawings. if dimensions 1. System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential Building Type: Type V Construction structural engineer shall design to actual site conditions & design all structural are in question, the builder shall be obtain clarification before continuing with requirements of local utility officials. Design engineer shall prepare calculations elements such as footings, foundation walls & slabs. g � construction. Builder shall verify all dimensions & conditions at jobsite. for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare All masonry shall be laid plumb, true and square w/filled joints. All walls shall be 2. Finished grade lines shown are approximate. Verify that finished grade slopes �� "der shall away from building for at least 48 outside building perimeter. Buil sh 1 2. final drawings accordingly. Furnish all ductwork control wiring, piping, fittings, accessories etc. for g, p p g, g , Unless otherwise noted, project site considerations shall be the responsibility of the owner adequately braced until securely tied to the structure. No work shall be done establish finish floor elevation in consultation with homeowner. Builder shall complete installation. and/or contractor. Examples of such items include, but shall not be limited to, subject to freezing; conditions. All exposed work shall be brush -cleaned to be take into account design intent including number of steps, water table masonry, g g p ' ry 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular g determination of grade elevations, drainage features, and special requirements associated free of surface mortar. etc. Builder shall also assure that there is adequate clearance between finish grade foam insulation. Insulation shall be of self-sealing type or shall be taped closed with FEMA flood hazard and/or DEP zones. All masonry work below finish grade shall be filled with grout. This includes all & any wood construction. w/foil-faced tape. See engineering for wind speed & exposure zones. cores, cavities & other spaces. 3. See details for exterior materials not shown here. 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct Newly laid masonry shall not be disturbed in any manner. Any section which has been disturbed before mortar has set shall be completely removed & re-laid. 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. Properly -planned 5. spaces provided. All valves, dampers & other control devices shall be accessible for operation & The contractor is responsible for the means and methods of construction. It is the Protect masonry work from moisture and temperature changes at the end of French drains in the round below eaves can carr water successfully away from g Y Y Y maintenance through accessible ceilings or through access doors or panels g g g p 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. each day's work. the house. If gutters & downspouts are used, locate to allow drainage to flow manufactured for such purposes. Concrete masonry units shall be sound, dry, &free from cracks. CMUs Y away from house, adjacent structures & property line. Locate downspouts in non -visually -offensive locations Do not locate downspouts on front face of 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. Route internal & auxiliary drain lines down to floor drain or utility sink in The contractor shall verify all conditions and dimensions at the job site prior to shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running house unless shown. The Architect suggests the use of traditional half -round utility room or other non-public areas where overflow would be noticed by commencing work. bond using full & half -blocks unless noted otherwise. Saw -cut blocks if non -modular dimensions are required. gutters & round downspouts should the homeowner elect to install gutters & downspouts. 7. homeowner. Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air The contractor shall supply, locate, and build into the work all inserts, anchors, angles, CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 All columns shown shall be Architectural Grade. This grade includes duct shall extend from intake blower at exterior to return air side of ductwork. plates, openings, sleeves, hangers, slab depressions, or other components as may be w/truss-type reinforcing every other course. correctly -proportioned base & capital details & proper entasis (taper). 8. Provide pressure regulators for all gas equipment as required for proper required to attach and acconarnodate other work. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout 6, Shutters shall be sized to match actual window openings. Mount with hinges & operation. Verify gas pressure at meter to determine necessity of regulators. is the owner's and/or contractor's responsibility to obtain soils exploration report. The f rce CMUs corners b filling all such cores from footing to & rebar. Remo @ y g g hold in lace with shutter do located at bottom rail as shown. p � 9. Coordinate with electrician concerning items requiring electrical service such as Engineer shall be notified if soil conditions encountered differ from the noted E g e top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder condensing units, air -handling units, condensate pumps, motorized dampers, etc. assumptions. All requirements for site preparation and soil compaction specified in the bearing or other concentrated loads by filling all such cores from footing to top SIDING NOTES OTES 10. Coordinate service & am acit Hired. P Y required. The Builder shall test pressure -reducing valves, T&P relief valves & other safety soils report shall be followed unless more stringent requirements are specified in these of wall w/g rout & rebar at each core. Reinforce 1 CMU core under each end of devices prior to the operation of system. The Builder shall test and balance all Pans. bond beams by filling all such cores from footing to top of wall w/grout & rebar 1. Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. systems prior to completion of the work. at each core. Reinforce all openings in CMU walls larger than 12" in any 2. Lap siding shall be cedar. direction w/rebar at all sides of the opening. Extend bars 24" past corners of CEILING, ATTIC &ROOF FRAMING opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 3• Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. PLUMBING PLUMBING4. Engineering. Extend hook bars of same size as vertical reinforcing into footing & 5 � siding shall be installed as per Manufacturer's instructions. g p 1. All structural members shall be sized to carry all imposed loads by a structural lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 1. System shall be designed in accordance with all applicable codes, standards & engineer or other individualacceptable to state &local authorities. continuous @ top of all CMU retaining walls & above all door & window RIMWORK NOTES requirements of local utility officials. Design engineer shall prepare calculations Ceiling & roof framing & blocking shall be #2 KD southern yellow pine. openings. T for pipe &equipment sizing, accessory arrangement, etc., and shall prepare final 2 All framing & blocking lumber shall be kiln -dried to a moisture content of 19% Consult with the structural engineer if CMU walls will be required to act as drawings accordingly. or better. retaining walls. Backfill after first floor is set. 1. All finish work shall be executed by qualified subcontractors, and shall be filled, 2. Furnish all piping, fittings, accessories, etc. for complete installation. 3. All wood in contact w/concrete, earth, masonry, or in a moist location shall be Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be sanded smooth and ready for finishes. Trim materials should be tempered to 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam pp Y p pressure -preservative -treated with awater-borne preservative applied by vacuum completely filled as the masonry units are laid. ambient project conditions.. All finish lumber, trim, moldings &millwork shall insulation. Insulation shall be of self-sealing type or shall be taped closed process in closed cylinder &shall be kiln -dried after treating. Grout shall be freshly mixed of consistent and uniformly mixed. Fill cells Y Y 2. have a moisture content of 12% or better. Exterior fascia shall be Azek or backprimed solid wood, &screwed @corners w/foil-faced tape. 4. Wood blocking shall be solid & shall match the depth of the rima framing g p primary g of masonry in vertical reinforcing in lifts not to exceed 48". see Drawings for wts Finger joint material is NOT allowed. ( Diidh)' Fin g 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or similar members. Verify masonry wall reinforcement &turn up equal quantity & sizes of rebar out 3. Exterior soffits shall be backprimed solid wood up to 11" in width or shall be devices. Cap all pipe to be left open overnight & protect pipe during installation 5. Roof trusses shall be designed, fabricated & erected in accordance w/the of footing at locations for wall reinforcement so that reinforcement is continuous 1/2" smooth factory -primed exterior hardboard if greater than 11" wide (see from dirt, gravel & other debris which might cause blockages or flow restrictions. "Design Specification for Light Metal Plate Connection Roof Trusses" of the from wall into footing. Drawings for widths). Finger joint material is NOT allowed. 5. Center all fixtures ins pace allocated unless noted otherwise. 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & Provide anchor bolts at all reinforced CMU cores as noted above, or if 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see 6. Lead solder is not allowed. shop drawings which bear the seal of a registered engineer in the state in which foundation i concrete, provide anchor bolts 48" OC maximum & at all corners Drawings for widths). Finger joint material is NOT allowed 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe work is to be performed. Shop drawings shall indicate the species, sizes &stress & edges of openings for connection of framing to concrete or masonry work. 5. Interior trimwork shall be shapes as shown on drawings. spaces provided. grades of lumber, metal connector plate sizes & types & bearing & anchorage 8. All valves, cleanouts & control devices shall be accessible for operation & details. Truss manufacturer shall submit supporting design documents which WALL FRAMING ELECTRICAL PLAN NOTES maintenance through access doors or panels manufactured for such purposes. indicate loading, section modulus, assumed. allowable stress, stress diagrams, 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as calculations &any other required supporting information, which is for file All structural members shall be sized to carry all imposed loads by structural g Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 10. required by applicable codes for proper maintenance. Coordinate of all drains with flooring subcontractor. u oses only as the Architect shall not be responsible for checking calculations. p � Y p g engineer. are in question, the electrician shall be responsible for obtaining clarification 11. placement All pressure piping located in inaccessible areas such as under slabs shall be 7. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. g Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ Wall framing & blocking shall be white pine, spruce, or fir, stud grade or better. o before continuing with construction. Builder shall verify all dimensions & continuous copper tubing without joints. waterproof construction adhesive & screwed or nailed 12" OC to framing. OSB p All framing &blanking lumber shall be kiln -dried to a moisture content of 19/o or better. 2. conditions at jobsite. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. Coordinate with electrician concerning items requiring electrical service such as is NOT allowed. All wood in contact w/concrete, earth, masonry, or in a moist location shall be disconnects, accessories, etc. for complete installation whether or not every item di &i h flusvalves & water heaters. Coordinate service water coolers, sensor C 9. Hold roof deck panels apart as recommended by decking manufacturer. pressure -preservative -treated with a water -borne preservative applied by vacuum is shown ors specified. p ampacity required. 10. Hold roof deck panels away from items penetrating roof deck as recommended p Y p g process in closed cylinder & shall be kiln -dried after treating. p Y 3. These drawings are intended as general guidelines for purposes of establishing 13. Provide expansion valves &pressure relief valves & drain lines from water by roof deck manufacturer to allow for expansion & contraction of roof deck. Wood blocking shall be solid &shall match the depth of the primary framing certain minimum criteria, & do not necessarily represent the final layout, heaters. Route drain lines down to floor. drain or utili sink in utility room or utility ry 11. Hip.rafters, ridge boards, & valley rafters shall be one size larger than rafters. g Y g members. Provide blocking in wall to secure mounted millwork shelves, arrangement, size, brand name, capacity or other characteristic of the engineered other non-public areas where overflow would be noticed by homeowner. If line 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where fixtures, mirrors, toilet accessories &other items requiring a permanent system. System shall be designed in accordance with all applicable codes, is run to exterior, extend line concealed in walls to within 18" of finish grade & ceiling joists run perpendicular to rafters. standards & requirements of local utility officials. Deviations from the concepts q Y P terminate with 90 elbow pointed down. attachment to the wall. shown on these Drawings should be supported by design calculations. Design 14. Provide pressure reducing valve as required for proper operation of the system. Interior walls shall. be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs engineer shall prepare calculations for loading & equipment sizing, accessory Verify water pressure at meter to determine necessity of reducing valve. STUCCO NOTES 5 1 /2" thick' unless noted otherwise. Exterior walls of garages &other ( ) g g arrangement, etc., and shall prepare final drawings accordingly. 15. Seal to wall, floor or countertop around all fixtures with tub & the sealant to unheated areas shall be 2x4 studs unless noted otherwise, see drawings. 4. Install GFCI outlets as required by applicable codes. These areas include match color of fixture unless noted otherwise. r. Stucco veneer options, including but not limited to true 3 -coat stucco system, Headers shall be sized by structural engineer to meet all local live &dead load receptacles in a bathroom, kitchenette, or other area where running water is 16. Install shower heads 80" OC AFF @wall penetration unless directed otherwise hard -coat, soft -coat, mechanically -attached, adhesive -attached, etc. requirements. Install minimum. 2x4 liner under each end of all headers. Install present or areas exposed to the weather. by homeowner. should be reviewed by any user these plans &disclosed to the 2x6 over top plate of wall in walls parallel to framing above for sheetrock 5. Install hardwired smoke detectors with battery backup on all floors. Interconnect detectors so that all will sound should one detector activate. Verify number of 17. All drains in walls or ceilings shall be cast iron. o homeowner, if any, in advance of construction. Issues associated with blocking. Install minimum 3 studs @ beam bearing points unless noted smoke detectors required & locations w/homeowner & code requirements. 18. Plumbing shall be Uponor or CPVC, with recirculating hot water. the various stucco veneer options should also reviewed bi carefully otherwise. Detectors shall be installed in all sleeping areas just outside bedrooms as a considered, such as the stucco system's weatherability, durability, cost, Exterior Wall sheathing shall be minimum 1/2„ CDX plywood sheathing. maintenance, potential problems associated with moisture, local climate Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. minimum. Some equipment shown on other plans may require electrical service, such as BATH ACCESSORIES conditions, availability of insurance coverage, availability of termite Y g Y manufacturer's recommendations, making sure to achieve an airtight seal at the water heaters, condensing units, air -handling units, condensate pumps, etc, protection, availability of loans &restrictions thereto, etc. Regardless of edges of the wrap & at all interior joints. Electrician shall include electrical service to all such equipment. Coordinate with 1. Bath accessories are generally not shown anywhere on plans, but should be the stucco system selected, it is the builder's responsibility to ensure that all manufacturer's instructions/specifications are exactly followed. Exterior Wall sheathing maybe substituted for Zip wall system or equal, at other trades concerningitems requiring electrical service. Coordinate service & q g installed as noted below. Homeowner shall select accessories. a,. All stucco joints which are to be centered over an architectural element are Architect's discretion. ampacity required. Provide one duplex outlet & one light if unit is in non -lit 2. Install toilet paper holder 24" OC AFF &minimum 36" OC from wall beside delineated with a cr it at the object they are to center on. Any joints Exterior structural hardware/connectors- shall be Stainless steel- high grade for area for every condensing unit & every air -handling unit as required by toilet (1 per toilet). between centered joints shall be equally spaced. long term exposure to ocean front elements, see engineering for project specific applicable codes. Outlet shall be weatherproof GFC1 if unit is exposed to 3. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per 3. Stucco finish shall be smooth sand. connectors & fasteners FINISHES 7. weather. Obtain name plate rating of all equipment before roughing in & provide wiring bathtub). 4. ASTM standards shall be met for ALL stucco applications. of proper size, voltage &ampacity. Provide fused or non-fused. disconnect 4. Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or 5. Stucco. over wood frame shall meet ASTM C-926 and ASTM C-1063. switch as required. shower). Wallboard & ceiling board shall be paperless screw -attached 5/8" fire -rated 8 Provide panelboards of proper voltage &ampacity for all electrical ;circuits. More 5. Job site built recessed shower niche tiles shall slope slightly for drainage. gypsum board conforming to ASTM c36-64. Use of this material in lieu of than one panel may be required due to number of circuits required. Provide a 6. Provide blocking in walls for all bath accessories. standard 1/2" gypsum board will result in a stiffer, straighter, smoother wall at minimum of 8 spare circuits. slightly elevated cost. All details used in these drawings are based on 5/8" 9. Verify service requirements with local power company including transformer gypsum board. locations & types, disconnects at exterior of building, voltages, ampacities & LIGHTING Wallboard @ the shall be equal to Georgia-Pacific Dens -Shield the backer board. other details of electrical construction. Size all feeders according to NEC Wallboard @ damp areas shall be equal to screw -attached 5/8" moisture resistant requirements. gypsum board @ all areas exposed to high humidity levels such as bathrooms. 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. 1, Light fixtures shall be located as close as possible to locations shown on plan. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 11. Support all fixtures, & other items rigidly from structure of building. Fixtures shall align with or center on each other or with adjacent architectural board edges shall have appropriate metal accessories. Sheetrock joint treatment 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other elements. Coordinate locations of light fixtures with HVAC grilles so that the g g Y materials shall conform to ASTM c476-64. Tape all joints &apply 3 coats of standard receptacles beyond it if there is at least one GFCI receptacle in a room align with or are at least symmetrical with each other where there may be g Y Y joint compound. Sand between coats and after the final finish coat. and if they can all be on the same circuit. conflicts. Grilles & registers shall be blocked as required so that they align with Tile showers shall be constructed to at least the following minimum standard: 13. 14. Insulate & seal solidly behind receptacles in exterior walls. Kitchen equipment service may not be shown on plan. Verify whether light factures. Light fixture & switch locations shall be reviewed & approved b g g Pp Y Wall the shall be installed over Georgia-Pacific Dens -Shield file backer board or equipment should be hardwired or requires an outlet &connect as required. Owner or Interior Designer before installation of sheetrock or other wall & g equal and shall be installed to an elevation of 72" or higher as required to Provide circuits sized as required for load. ceiling finishes. produce full (uncut) the throughout the height of the wall. The floor shall be 2. Center items shown in ceiling areas unless noted otherwise. b grouting to slope to drain over a waterproof membrane. Floor tile prepared Yg g p � SYSTEMSintersectingdoor SYS 3. Coffer dimensions are shown to face of framing unless noted otherwise. shall be laid according to Owner or Architect. Small bullnose trim shall be used AUXILIARY 4. casin or trim. Switches shall be located adjacent to but not g at all edges. Cove trim shall be used at all interior corners, unless otherwise Verify trim size & selection for each room. Grouped switches shll be ganged noted. 1. No alarm systems are shown. Verify alarm requirements with homeowner & tight together & shall be covered with a single plate designed for that purpose. Remove all rust., grease & erection marks from surfaces to be painted. Fill and install as required. Switches shall typically be mounted 48" AFF to center of switch. sand all woodwork with an appropriate filler before beginning work. Filler coats 2. Telephone outlets may not be shown. Verify telephone requirements with 5. Support all factures rigidly from structure of building. shall be applied after the priming coats are dry on surfaces scheduled for painting homeowner & install as required. 6. Verify device & plate colors with Owner or Interior Designer. or enameling. Filler shall be tinted to match woodwork on all stained or 3. Computer outlets may not be shown. Verify computer network requirements 7. Consult Owner & add exterior security lighting if required. Verify lighting type natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked with homeowner & install as required. & switching. before paint is applied. All finished surfaces shall be left smooth, even & free 4. Cable TV outlets may not be shown. Verify cable TV requirements with 8. Consult Owner & add landscaping lighting if required. Verify lighting type & from defects. Brushwork shall show even coatings free from brushmarks. Do not homeowner & install as required. switching. Connect all exterior lighting to photocell control relays with roll -apply any paint on trimwork or other wood. Trim shall be brush -applied timeclock override for time -controllable illumination during darkness. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. 9. All fluorescent lamps shall be warm white deluxe. Coverage shall be complete so that no primer or substrate may be seen through 10. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. the finish coat(s). Copyright ©2o2o 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 reproduced in part or whole in any form 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 SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A0.2 0 � 41 n rn U � � n y o n 0 o U � O c � U i L • ty � cp DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A0.2 19.6 Detached b, Two Story ' Garage Two Story Frame Residence No. 1733 00 Brick Patio 110.10' 93.06' 52.1' I9.6' I I to Co NScreened Inter W ' ` Brick Walk I O IP d I N i I - N I O I ?< I � Set 1\2" Iron CD Q Pipe, Lb 3672 I I g Northing=2,185,378.67 W o ° Easting=530,749.29 O 0 P ___ __ 95.11' w ( o Contractor to submit tree removal permit prior to removing any trees NO It ° I 19 I Wood Pow r A 1 .2 Pole I ao Cable Riser Concrete Driveway �Y 10'r15 11 T15 11 715LX77.4 12714 8 0.4' v I N83°34'56"E 209.46' 0 1� 715 20.3 20.3 20.7 . X 9.7 X FOUND 1\2" IRON N83°58'42"E io.2o 31.28' IRON *6 Cc' CL 17.70 X r ' 20.8 X 79.6 10A 27/ - X X 74.9 PIPE, NO CAP 7°714 n 39.73' (FIELD) 10.32 X '� - - - - - - - - - - - - - - -, - e o t. 10"715 11"715 11 9.3 SET 1\2" IRON X023 0 12 ,3 14 is 76 17 to t9 20 a ; s p�% install silt f nee 4round'cpn t$uct'on ite I 4 .,.,.. _ _ _ E PIPE, LB 3672 t t pI- - - - - - - - - - - - 7 - 10" - - - 57 NORTH SIDE YA SETBACK w r /-,-T Tt /f�� / / '� f `' 5 a J y o-� i� i Ti T%j//�/�// 8rr3218T1 N liI to N �' ///fIt� O 1-0Hi___i__ 4 i10 ; CONCRETE DRIVEWAY O D°I�f ;/�f///, %f�/,f///% /' I101i �iQ7( (!�� 5" 714 10"715 X7 - I' -r - - = e1 i�, // ` / / /i 'I %, / / �,_ f` / / U�f/ a == dnnl -' / Water it' I J 2 0 _ �✓ // j i /; / raic�S I P / 12"T1 ° Meter r .VV o ` t5 T1 - 2 12"715 X - 3c- ' i f r / / f / i f �/ i I f I \ J / ' Dune a S t ' X - -` - - - - - - - �- - %� 0i /�`�"A/'Y j/// ' %/ �.�'F //�j yAtiEA ergo 6// ' remove ( I �orvc�R I ! / ! / D Tr41Nl1wG y1'.. "15 T ZO / /! / / ,/�:' / / / 6 57,4 YaA i ? iTo 8.. WI / W° e // /!/i t / / /'% // / r! tl as sho trees as shown' coLU N 5"714 rrT14 �` " t T14 N7 `7.2------ = --/ Z,i� / �f� i / T ! ��I I - '7 / %X /1 '- I o' (//? %/�f,3' 8"T1q 0. �i� j 5'714 4 v f 17lb 8"715 714 / ./� �/ X\1a.9 i fi 715 �Q.9 97./�/f /i // % / ',feed e /J f/� i '/ ' Lop 'srEPs ti 20 OZ 4 1 4'i �a 1 X 20.3 77.9 remove'M t . j/ /sroR / / j '/ i - _ y -,7.o i 8"T1 If1, �f //J ! (/ � i� �// / iRA�/ � i i% /�1 X 20' 9sz - 4c X X -1 q O / % w, 1 / / RESIYS c 17255/` - i s (; f / /t trees as showni �Zo.99 ,_ /,// // / J - f y P� �///,✓ % /' / \ ✓ 21 O rm i f �f'� ,G �.7' //,/ 1�`E F R/�?,(�. % //�' i '�/ "�I I OX OX \� - _nµ1GK V1, 'i, 76.57 t, t I�i N `° ' X / ,�^� ! /p' /oda, ` "r q 6.3 0 %�' // I�-'. /i �'� SF*.,9= < �/ - - / / //i % i , `,.''I J c� ` I 1 t7., te.9 Future Z i' y 12 I r 1'� / r // i i/ /j , 0 9 9 se Co retel X X X / f,/f x 115 /, N1 fi •bote / /jJ// �J// / ' �r c o.t s.s 8"T7 Jd C TD gc�1 j i // 2U / „1 j5 I/j!AF '! /'///��' 1� 1�f //�/ i 9 Lo X % �t. I �i� �t0 U E8 I I Detached Garage ,rr1 14%/ e I is s I °Oc Iia D -06t B,' „ X,11" JE x 41.6 12°/fj/� I �J �P ljOAa �aq t tion- T, 715t I r r /� i j 7..o +. J U1 ,`. U I 1 i I ' 20.9 % ! / i // / ' % c' W .� grrT1 r i-1 r 1a. , 'X 7..1 20 as 1 / / I ! / / �/ �/ ' /�j r? _ = x :k X 20.44xloi IA I I I� 4"714 a� d52� , $ro �C �� 0. o. , „ , o. 20.40 1 O 4'rT14 5"714 I wwl I 12"715 , c 2 woos f / //. - l - - _ _ ' , �� rE I �� I S� p X STEPS ->r y z 20.'7� / � / >PS t /' I I I I ( D e bT Be I o/ _ O-8�Z y�i 8 ,Z" /1-i "258 ' J remove O 6 / // 111 j 5"714 W 14 { I'TWI * trees as shown 2 4 2 BRlet< wAUic 2 Rte/ / 30. 10 ( I I t I I I I I 10"714 � TWIN � 11`1 i I I'� � o - � � f 1to I may} [/^.,� /(�. N I ^ ^ I I r ! 0 715 �LMo FLOOR , , r �/r f//�i ✓ / , �o �i9 .� ; I , I. I 0 y I I I l I I Q ) \.../ O 3'x71 {�j� OI ) I j� O'1 OVERHANG ( �� L 1.rF -/- 1- L �i/1� _ .�i-� �. = OS6' �� Yom/ li I f J �4` 7 8"714 8'714 5 �2rrT16 I 12"716 err 11 1� T15 0"T 15 e 1 ' I 11 / I I II I I - t 16 715 s Ty C» N � 1 � 'i W n i 1 � � 6'715 20 � 14"Ti r. m' � m E h, 10"T14 J :20.6 I z .6 Jr, 1 s as shown I I o l �..1� 18"T15 6"TWIN I ' I4"T15) \OI $715 6'715 remove IX o remove - I 8"715 714 k I 6715 trees as sho 11 r� X 20. tree 6"714n 54'715^ 715 16 VfT 15 4:12'11TI5 7rr IN I U 16715 ;' �IRS 5"714 I T1"715 10"T1w� { { II \ FOUND 1\2" IRON 887° 18'21 TWX I PIPE, NO CAP 40.1 1' (FIELD) FOUND 1\2" IRON I I I I I 5Contractor to submit tree removallpermit prior to removing any trees I'(w I'o 13"T1 PIPE,N CAP 3"T1 ` � _T"775 5 2"715 10"755 I� Found 1\2" Iron I m� a I I o 1 SOOT SIDE SETBACK ail L� �. 7"715 r O/ ��RD �uj3e a155e� t� N e, No Ca I 4"7 715 0 9' 715 ISX ! {{I 11' T' .� p p 7r, I I - , ll ce trees to be r�otected- - - - _ I I� � I - Northing=2,185,284.57 -�- -IZ--- 1-- - - - - -f- - _T - r- �- I I � / ' i I � { u I'' Easting-530,762.67 o to 12 13 to 1 15 Z 19 2 I �54'rT I �J i 15 I� { A 14"T1 T1 11'T7 "T1 4WI �2715�� �--� °° 19 13"TCP-1 ry5 X 20.4 X 20.6 install slit fence arou d construction site 6 + ( 00 ` I f 6 t 7 79 20 11"T 15 8715 Yard Drain 11 "715 15 X zos 09 4"714 12"TI, X e9 ON T L 715 9.0 °� °a S83°34'56"W 201 .21' 6sX 67 X,a, 3 I e �e `0. ,� Wood Retaining Wall 2 0�� 12"715 13'715 112715 11"T15 m 'S � o � �� �� X 1 � I X m ° 6 X �' X g0 yoe 11'IT15 2"T 5 Concrete Driveway o 119,98, o Contractor to submit tree removal permit prior to removing any trees I 0 Wood Deck BENCHMA w I 13.9' SET NAIL & ISK, LB3672 Im I ELEVATION 9.79 NAVD (1988) 18.2' 23.0' 0 NI Wood Deck � 1 ' 83' I o I 17. 0.79 i I o z 1 N II , ' 0 2 Story Wood Frame 0 Residence No. 1721 r I r� IIi r u , rn I Iw o I O EXISTING GRADE CONTOURS TO REMAIN ' EXISTING GRADE CONTOURS TO REMOVE ;T _-.. ,. ,.._ .�..... .. ..�..., v .... ... .-__ .. ,.. .._.._,..,.- .,. . _.. .,. SILT FENCE Existing Lot Area Calculations N m V U M Sq. Ft. E Percent µ100.0%1! I W I Lot 19507 Cr1 "7 w Existing Impervious Roofed Structures 2297~ 11.8%= { N O X 6.6 X 5.3 Existing Impervious Driveway 1055 5.4% N 1 'Existing Impervious Concrete 871 4.5%, LU I LExisting Total Impervious 4223; 21.6%' J O J I 0 �I � O 0 z I _DI rr 1- rn Z f U ANGLE POINT OPPOSITE R-45 J I F 3 CO Q I 1 � I � 0 C) I I X 6.3 X 4.6 33.0' p N 0.9' 0.9' 19.4' Two Story Frame Residence No. 1733 00 Brick Patio 110.10' 93.06' 52.1' I9.6' I I to Co NScreened Inter W ' ` Brick Walk I O IP d I N i I - N I O I ?< I � Set 1\2" Iron CD Q Pipe, Lb 3672 I I g Northing=2,185,378.67 W o ° Easting=530,749.29 O 0 P ___ __ 95.11' w ( o Contractor to submit tree removal permit prior to removing any trees NO It ° I 19 I Wood Pow r A 1 .2 Pole I ao Cable Riser Concrete Driveway �Y 10'r15 11 T15 11 715LX77.4 12714 8 0.4' v I N83°34'56"E 209.46' 0 1� 715 20.3 20.3 20.7 . X 9.7 X FOUND 1\2" IRON N83°58'42"E io.2o 31.28' IRON *6 Cc' CL 17.70 X r ' 20.8 X 79.6 10A 27/ - X X 74.9 PIPE, NO CAP 7°714 n 39.73' (FIELD) 10.32 X '� - - - - - - - - - - - - - - -, - e o t. 10"715 11"715 11 9.3 SET 1\2" IRON X023 0 12 ,3 14 is 76 17 to t9 20 a ; s p�% install silt f nee 4round'cpn t$uct'on ite I 4 .,.,.. _ _ _ E PIPE, LB 3672 t t pI- - - - - - - - - - - - 7 - 10" - - - 57 NORTH SIDE YA SETBACK w r /-,-T Tt /f�� / / '� f `' 5 a J y o-� i� i Ti T%j//�/�// 8rr3218T1 N liI to N �' ///fIt� O 1-0Hi___i__ 4 i10 ; CONCRETE DRIVEWAY O D°I�f ;/�f///, %f�/,f///% /' I101i �iQ7( (!�� 5" 714 10"715 X7 - I' -r - - = e1 i�, // ` / / /i 'I %, / / �,_ f` / / U�f/ a == dnnl -' / Water it' I J 2 0 _ �✓ // j i /; / raic�S I P / 12"T1 ° Meter r .VV o ` t5 T1 - 2 12"715 X - 3c- ' i f r / / f / i f �/ i I f I \ J / ' Dune a S t ' X - -` - - - - - - - �- - %� 0i /�`�"A/'Y j/// ' %/ �.�'F //�j yAtiEA ergo 6// ' remove ( I �orvc�R I ! / ! / D Tr41Nl1wG y1'.. "15 T ZO / /! / / ,/�:' / / / 6 57,4 YaA i ? iTo 8.. WI / W° e // /!/i t / / /'% // / r! tl as sho trees as shown' coLU N 5"714 rrT14 �` " t T14 N7 `7.2------ = --/ Z,i� / �f� i / T ! ��I I - '7 / %X /1 '- I o' (//? %/�f,3' 8"T1q 0. �i� j 5'714 4 v f 17lb 8"715 714 / ./� �/ X\1a.9 i fi 715 �Q.9 97./�/f /i // % / ',feed e /J f/� i '/ ' Lop 'srEPs ti 20 OZ 4 1 4'i �a 1 X 20.3 77.9 remove'M t . j/ /sroR / / j '/ i - _ y -,7.o i 8"T1 If1, �f //J ! (/ � i� �// / iRA�/ � i i% /�1 X 20' 9sz - 4c X X -1 q O / % w, 1 / / RESIYS c 17255/` - i s (; f / /t trees as showni �Zo.99 ,_ /,// // / J - f y P� �///,✓ % /' / \ ✓ 21 O rm i f �f'� ,G �.7' //,/ 1�`E F R/�?,(�. % //�' i '�/ "�I I OX OX \� - _nµ1GK V1, 'i, 76.57 t, t I�i N `° ' X / ,�^� ! /p' /oda, ` "r q 6.3 0 %�' // I�-'. /i �'� SF*.,9= < �/ - - / / //i % i , `,.''I J c� ` I 1 t7., te.9 Future Z i' y 12 I r 1'� / r // i i/ /j , 0 9 9 se Co retel X X X / f,/f x 115 /, N1 fi •bote / /jJ// �J// / ' �r c o.t s.s 8"T7 Jd C TD gc�1 j i // 2U / „1 j5 I/j!AF '! /'///��' 1� 1�f //�/ i 9 Lo X % �t. I �i� �t0 U E8 I I Detached Garage ,rr1 14%/ e I is s I °Oc Iia D -06t B,' „ X,11" JE x 41.6 12°/fj/� I �J �P ljOAa �aq t tion- T, 715t I r r /� i j 7..o +. J U1 ,`. U I 1 i I ' 20.9 % ! / i // / ' % c' W .� grrT1 r i-1 r 1a. , 'X 7..1 20 as 1 / / I ! / / �/ �/ ' /�j r? _ = x :k X 20.44xloi IA I I I� 4"714 a� d52� , $ro �C �� 0. o. , „ , o. 20.40 1 O 4'rT14 5"714 I wwl I 12"715 , c 2 woos f / //. - l - - _ _ ' , �� rE I �� I S� p X STEPS ->r y z 20.'7� / � / >PS t /' I I I I ( D e bT Be I o/ _ O-8�Z y�i 8 ,Z" /1-i "258 ' J remove O 6 / // 111 j 5"714 W 14 { I'TWI * trees as shown 2 4 2 BRlet< wAUic 2 Rte/ / 30. 10 ( I I t I I I I I 10"714 � TWIN � 11`1 i I I'� � o - � � f 1to I may} [/^.,� /(�. N I ^ ^ I I r ! 0 715 �LMo FLOOR , , r �/r f//�i ✓ / , �o �i9 .� ; I , I. I 0 y I I I l I I Q ) \.../ O 3'x71 {�j� OI ) I j� O'1 OVERHANG ( �� L 1.rF -/- 1- L �i/1� _ .�i-� �. = OS6' �� Yom/ li I f J �4` 7 8"714 8'714 5 �2rrT16 I 12"716 err 11 1� T15 0"T 15 e 1 ' I 11 / I I II I I - t 16 715 s Ty C» N � 1 � 'i W n i 1 � � 6'715 20 � 14"Ti r. m' � m E h, 10"T14 J :20.6 I z .6 Jr, 1 s as shown I I o l �..1� 18"T15 6"TWIN I ' I4"T15) \OI $715 6'715 remove IX o remove - I 8"715 714 k I 6715 trees as sho 11 r� X 20. tree 6"714n 54'715^ 715 16 VfT 15 4:12'11TI5 7rr IN I U 16715 ;' �IRS 5"714 I T1"715 10"T1w� { { II \ FOUND 1\2" IRON 887° 18'21 TWX I PIPE, NO CAP 40.1 1' (FIELD) FOUND 1\2" IRON I I I I I 5Contractor to submit tree removallpermit prior to removing any trees I'(w I'o 13"T1 PIPE,N CAP 3"T1 ` � _T"775 5 2"715 10"755 I� Found 1\2" Iron I m� a I I o 1 SOOT SIDE SETBACK ail L� �. 7"715 r O/ ��RD �uj3e a155e� t� N e, No Ca I 4"7 715 0 9' 715 ISX ! {{I 11' T' .� p p 7r, I I - , ll ce trees to be r�otected- - - - _ I I� � I - Northing=2,185,284.57 -�- -IZ--- 1-- - - - - -f- - _T - r- �- I I � / ' i I � { u I'' Easting-530,762.67 o to 12 13 to 1 15 Z 19 2 I �54'rT I �J i 15 I� { A 14"T1 T1 11'T7 "T1 4WI �2715�� �--� °° 19 13"TCP-1 ry5 X 20.4 X 20.6 install slit fence arou d construction site 6 + ( 00 ` I f 6 t 7 79 20 11"T 15 8715 Yard Drain 11 "715 15 X zos 09 4"714 12"TI, X e9 ON T L 715 9.0 °� °a S83°34'56"W 201 .21' 6sX 67 X,a, 3 I e �e `0. ,� Wood Retaining Wall 2 0�� 12"715 13'715 112715 11"T15 m 'S � o � �� �� X 1 � I X m ° 6 X �' X g0 yoe 11'IT15 2"T 5 Concrete Driveway o 119,98, o Contractor to submit tree removal permit prior to removing any trees I 0 Wood Deck BENCHMA w I 13.9' SET NAIL & ISK, LB3672 Im I ELEVATION 9.79 NAVD (1988) 18.2' 23.0' 0 NI Wood Deck � 1 ' 83' I o I 17. 0.79 i I o z 1 N II , ' 0 2 Story Wood Frame 0 Residence No. 1721 r I r� IIi r u , rn I Iw o I 7'-O" sillfence fabric over wire mesh wire tmetal u -posts or wood stakes Site Plan Key EXISTING GRADE CONTOURS TO REMAIN ' EXISTING GRADE CONTOURS TO REMOVE ;T X 1 1.39 EXISTING SPOT ELEVATIONS SILT FENCE TREES TO BE REMOVED, VERIFY W/LANDSCAPE ARCHITECT 7'-O" sillfence fabric over wire mesh wire tmetal u -posts or wood stakes Io Le_ 7.4' I ' c Brick Walk Wood W 1k I 108.57' I0 Cn 21.5' ' A I 13.6 I o ' 93.77' w 20.0 I I I -n 1 Found 1\2" Iron 0 I I 0 0 Pipe, Lb 3672 17TH STREET 0o zoo mz I o i I M ' I ANGLE POINT I ' OPPOSITE R-46 I 19 1;46 Existingg /Demo Site Plan A1.2 SILT FENCE ELEVATION SECTION 1' o" A i .1 b 0 2' 4' 6' 8' 10' 12' 14' 16' Atlantic • Caribbean + Pacific -- 11311MITM 11 info©stLi rsanford.com 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawmgs. 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. X 4.7 X 6.7 { I tl ;T b m b V U 1 I y o Cr1 "7 W � { N O X 6.6 X 5.3 N .cc. io O � O Io Le_ 7.4' I ' c Brick Walk Wood W 1k I 108.57' I0 Cn 21.5' ' A I 13.6 I o ' 93.77' w 20.0 I I I -n 1 Found 1\2" Iron 0 I I 0 0 Pipe, Lb 3672 17TH STREET 0o zoo mz I o i I M ' I ANGLE POINT I ' OPPOSITE R-46 I 19 1;46 Existingg /Demo Site Plan A1.2 SILT FENCE ELEVATION SECTION 1' o" A i .1 b 0 2' 4' 6' 8' 10' 12' 14' 16' Atlantic • Caribbean + Pacific -- 11311MITM 11 info©stLi rsanford.com 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawmgs. 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. X 4.7 X 6.7 { I tl ;T V U 1 I y o W � { •~ O X 6.6 X 5.3 .cc. O � O f ire 3 I 1 � I � X 6.3 X 4.6 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A1.1 19.6' I Detached o; Two Story Garage 19.6 19. All driveways shall extend entirely to public streets to which they connect, plates, openings, sleeves, hangers, slab depressions, or other components as may be o I whether shown or not shown. required to attach and accommodate other work. o 20. Transition smoothly from new asphalt to existing asphalt in a manner that will N It is the owners and/or contractors responsibility to obtain a soils exploration report. The facilitate the smooth flow of water without puddling or ponding. p p p I � � 21. Roll off container must be on City approved list. Container cannot be placed on Engineer shall be notified if soil conditions encountered differ from the noted Lot 25 assumptions. All requirements for site preparation and soil compaction specified in the _ 22. City right-of-way. soils report shall be followed unless more stringent requirements are specified in these - - Lot 24 23. Full right-of-way restoration; including sod, is required. plans. 24. See E2.4 for Exterior Light Fixture cut sheet & Selections. oC I --1 CL Set 1\2" Iron I OD I d y I Pi e, Lb 3672 Northing=2,185,378.67 I Easting=530,749.29 I ~ ° N �� [0 _ 95.11' w o m d © �o Wood Pow r I 20.9' N 1 10.0' new gate & fenc I o Pole provide Swale at property line to North 30 Feet " I 11"71 11"715 direct drainage to water retention d3 42 a.2 X 6 X 4.7 Cable Riser Concrete Driveway Of LOt 24 X s.+ 7th 8" 15 0.4' N83°34'56"E 209.46' 177.52' SEA ARD DISTANCE TO 4' NCE 20.7 X17.4 9 X 124 2t.t �. o.t X FOUND 1\2" IRON N83°58'42"E�jJ� 31.28' IRON X15 CCCL PIPE, NO CAP 7.7� 84.416' LANDWARD I.IISTANCE TO 4LP PNCE 2 7"714 39.73' (FIELD) garden wall 19.66 Jf) d` C , 15 9. 1Oo.7 SEAWARD DISTANCE TO BUILDING p� � i5 � 20 is to t7 is 3 , 10"715 SET 1\2" IRON 20 I O' 5' NORTH SIDE YA SETBACK I I I I 1 PIPE, LB 3672 :. , „ �• ` , . I i l l��- - - - - - - - - - t) - I-- � 1 I I f 18„T m 1o'T,s Oot �4 I II 1 11 J I I I I w ,5 rn New N - z '7 2 Story Block & Frame i I I I 7 I / I i i i I I i i I o direr n 8"T2 fi " 1 U=1 Y I I I � 1 I i 5"714 10'r,s ¢ b I k Residence Number 1725 1 I I I I 1 i D / I I III 1 � Water Q 7 MOteT �:. 'K v w z. s t: h I / ' / ' I I 1 = 12°T1 w o " >. " d coon a O o l lx I LrSt 24 I I / % Dune G a s j I I I I I I yo 5"T,4 W rte/ concr - rre 1?� r - TM r --Of i9�v- �3 5"T14 6" 714 Q o- Ldt 23 -7 J I I I I I I w I Q In it, : I t. c.^, s ,, .., ,,">• .° n `� I I I I O a 1 i. " " .., . •% I 3.76 , �- 1 1 i I 10 .driveway sx tN --+ 101 51 SEAWARD DISTANCE TO BUILDING 6°714 x 5"714 x G o 22.5.,,NA1fD I I I I5_67 4"714 W0*7 8'715 8"714 OK t r concrete � rTu U o 1816 pclrCh'_`.- :� W , Xs 14.9 I I X 6.6 X 5.3 In _ . G s.3 7 Future U w Q Z p 22 37 48.88' I I I CO Tete O p o 7 O 8 6 X X I N .,.t,11., .,_„ _ s°T7 s H I Detached Garage d 0 7°714 lstory3 I I I I I I 5 U a, i 11 I I Ijj Q D rT� I Yts (is Attachedi -i I Cabana �� Pool m �' 22.5 N dire t' t' w .� 9"T14 I a covered ( I I I rii I A\ III I) I I I 1 U. 4"714 r w x`o o` garden W I' 1 concrete $ ( Of f10W 4"714 m I .. porch covered I I ( I I I I I t. o w 5'714 wall a soar I I I j I + I N I ' I I DjTne rase 5714 O X I 22.99' 27.333 22..5' NAVA concrete . I II 10"714 IT 2„ r 16.13 on -concrete deck ^ 9,67 o patio I I I I , 111 ep N 14 � Q I _ s.oe4 s osa d1YeCt1 V/ _ ,,,, „• . x a I ' M I I I I I I I I I! d J in 13"716 wl s.e3s " 22' NAVD FINISHED FLOOR 23' NA D s6a' I I I I I I) O ►tet I� 1 / I I 6"714 d �1 0 I I I I I I 8"714 0 12°716 12"T16I -.• GARAGE FINISHED FLOOR 1 3 lit 5"714 co C cl to talc$ 22 NAVD m EXISTING FINISHED FLOOR .6 I NAVD 16"715 N l� 10"714 083- ►IBUILDING SHALL BE 2 STORIE Ali 7 1i 18"715 T�TWIN --14-'775- 0- Lot �3 - - - - - 4 ate' NOT EXCEED 3bFFROME AG W I 1 8"715 715 ' t'F,` CALCULATED GRAD E L 6"714 7,.T LOt12� 12" IN tiv TO PEAK OF ROOF 1 '715 5"714 T74 I 100 75 SEAWARD DISTANCE TO COVERED PORCH FOUND 1\2" IRON S87° 18'21 "W _M �,.fie3 d' ction ( I I I + I PIPE, NO CAP 40.1 1' (FIELD} FOUND 1\2" IRON d1T flOW 3'714 I NI garden wall ° t ^ o ss7 f fl PIPE, N CAP o ` Found 1\2 Iron 0) 91 3$ SEAWARD DISTANCE TO BUILDING '-� i „ w Pipe, No Cap 4"TI4 24.65' ° I ¢ i / 1 pupe ��se 7°Tz_ - s69tT r - - - - - � 1 O/ SOUT SIDE RD SETBACK f 1 ' _ ---��� Northing -2,185,284.57 _.. ,� co ince AC ) / Easting-530,762.67 U- 49.9' 72.59' SEAWARD ISTANC:E TO AC CONCRETE 66.6' , ,eq m nt pad d Gtt� g 7' / North /2 14"71 1'T7 3"T14 T7 4 13"T,5 I75.93' SEAWARD DISTANCE To 4' slier �Of L 122 I� I , I �j / -Too l {� 1"715 O 10"715 X 2o.a O 2 6' EN 4"714 2"Ti eT1 Yard. Drain 11 "T1s 10"715 X 2os 20 t 9 7 8 t 7 t 69., j 1 e X e4;o, ON T L '715 9.0 -new gate & fenco�� 13"715 12"f15 03 �� S83°34'56"W 201.21' 85XSOuth 1/2 hs.7 X,a.t s i a0 o a.2 X 6,3 X as e9 0� 6s �� 6y � Wood Reta ning Wall X l e 12"T15 12„TI 11 T15 S Of Lot 22 X ,o X .� +s X e0 2° 1 "715 5 a provide Swale at property line to I I a 0 Concrete Driveway 1 19.98' direct drainage to water retention 6 o Wood Deck � I Legal Description BENCHMA w 13.9' I SET NAIL & ISK, LB3672 23,0' �o The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North ELEVATION 9.79 NAVD (1988) (- - - - - - 1s.z' N Wood Deck Lot 22 I O $3- - - _ _ _ _ , _ - _' - _ - - - _ - - _ Atlantic Beach, Unit No. 1 - R -c -b -s Corporation, According To The Plat Thereof - Z I Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, I 120.79' I ' I p Florida. + 2 story Wood Frame I , ' O I The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual � M Residence No. 1721 I ` r Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From LU o tv I M Z The Flood Insurance Rate Map Number 12031c0407h, Revised June 03; 2013 For m ti w - w I o I = Duval County, Florida. m C-1 I W 1.4' I ' Wood W Lk Brick Walk CI ro 108.57' LILOQ ( 21.5' A I I y 13.6' I _ 93.77' I I 20.0' i I I \ I i i ��UNj i I �I r ry© Found 1\2" Iron I I ' O I 0 i e Lb 3672 I 0 1 0 Pp, 17TH STREET A� - 40' Right Of Way, Closed By Deed Book 1312, Pages 177 & 178 - f Z p In Z R1 I o I rn M�� ANGLE POINT I ' OPPOSITE R-46 A " New Site Plan A 1 .2 0 2' 4' 6' 8' 10' 12' 14' 16' 1/16' 1 t.Otl Atlantic a Caribbean • Pacific info C>starrsanford.c )m 904-707-9761 Copyright 92o2o 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 reproduced in part or whole in any form 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. I Ri I 0 Proposed Lot Area Calculations Parcel A n N, Full 4� N o S Ft = g ' Percent;' V Site Plan Notes Site Plan Key L cD Lot 1950T 100.0% `° N w=Existing Impervious t� remain 244= 1.3 0 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions DENOTES Corrc>�ETE CovsRacE V m_, ,, , ,. _ • ._M..,, ., , ,, ,n, ..,,... _.,. _. Roofed Structure Main House _,., .. Tw_ r. 6012 , _.x 30.8%ishall 3 are in question, obtain clarification before continuing with construction. Builder ;Impervious w1 verify all dimensions &conditions at j obsite. 0000000 O O O O O ' Impervious Roofed Cabana 4� 2 2 o /0 2• See A0.2 for specifications &Notes. 000000000000 TURF -BLOCK 000000000000 UJ ;Pool 364 sf @50% 1 2 0.9%,: ,_ "• . "'"" "•` •" " "`•' "` _' •"'.r.."�' '�` "� • 3. This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors INC. of Jacksonville Beach, December 15th, 2017. - • - UNDER WATER RETENTION AREA Impervious garden walls 84 °•': 0 4 /o , - -GROUND -� � "e� _ _� 4. See site survey for existing conditions not shown on this plan. - 01 ;Impervious driveway, steps & Additional Concrete 1875 • 9.6% 5. Contractor shall establish finish floor elevation. I " v Proposed Total Impervious 88 8� 45 2%; 6. Building layout dimensions are shown to outside face of foundation wall. See i NEW CONTOURS VO -p Floor Plans for clarification. ►wable Coverage ®_.h„, •, M"- ._8,778 2. 'u:_ n 45% 7. Work shown is new unless specifically noted as existing. OZ 8. The General Contractor shall verify all property lines, easements, dimensions & al 2.5' NEW SPOT ELEVATIONS U Proposed Lot Area Calculations Parcel B setback requirements w/the appropriate department of Atlantic Beach, FL . DC ~ I _ Sq Ft Percent' 9. Construction materials, equipment & procedures shall be in general accord with "Standard Z-� the Florida Department of Transportation Specifications for Highway Q_ I ANGLE POINT iLot 2875; 100.0% Constructions", latest edition, as modified by technical specifications. DESIGN CRITERIA: J OPPOSITE TE -elevation R 45 ' Impervious Roofed Str eture Detached Garage w .e 598 0 3 1 /o � 10. City of Atlantic Beach required lot m s can not raise to rema� a existing, lot Building Classification: Residential 0 New Pervious Drive Was 396 sq ft @ 50% 198 0 1 0%° elevation. Buildin T e T e V Construction g Type: Type Q I ,.... , ,.__... n.._. w .... , ...... _ _o New Impervious P dig Pad 448 sq ft @ 50% 224 ° • , 1 1 /o , 11. Detached Garage structure 2 stories, not to exceed 25 feet in height. O U I 33.0' A N •.. °'�� 5.F ° 9ig Impervious ditional Concrete - - 118' _ 0.6%1 12. Silt fence will be provided along property line in best place for the erosion Unless otherwise noted, project site considerations shall be the responsibility of the Examples such items include, but not be limited I 19.4' _ control owner and/or contractor. of shall to, fNew Proposed Total Impervious 1138' 39 6%° 13. All run offmust remain on-site during construction. determination of grade elevations, drainage features, and special requirements associated I Two story Frame 14. All Roof run off to be collected on catch Basin & distributed through pop up With FEMA flood hazard and/or DEP zones. �> Residence No. 1733 =x .�. . .. .. .... ... r. ,.v,_� .....,._.�_ .•..........x . ,., �... _,..,..,n# �w... �...v.._ w_... 15. drain pipes Eastward & away from the structure s are shown to front of curb unless noted otherwise. Curb & Parking dmzenslon r The contractor is responsible for the means and methods of construction. It is the " 110.10' Combined Lot Area Calculations gutter dimensions are shown to back of curb unless noted otherwise. contractor's sole responsibility to determine the procedure, sequence, and temporary 52.1' ' Sq. Ft. • Percent' 16. All Concrete driveway aprons must be 5" thich, 4,000 psi, with fibermesh from bracing as to insure the safe of the building and its component arts during construction. g safety g P p g 93.06' '' -- Lot 22382` 100 0%s edge of pavement to the property line. Reinforcing rods or mesh are not g p p p y g The contractor shall verify all conditions and dimensions at the job site prior to Screenedin�rc< _ Total mpervious Cgvprage, Both Parcels - 99561 44.5% 17. allowed in the right-of-way Maximum Apron radius shall not exceed 3' commencing work. W m, Brick WalkW -�' 18. Maximum driveway width within City Right of Way is 20'. The contractor shall supply, locate, and build into the work all inserts, anchors, angles; 19. All driveways shall extend entirely to public streets to which they connect, plates, openings, sleeves, hangers, slab depressions, or other components as may be o I whether shown or not shown. required to attach and accommodate other work. o 20. Transition smoothly from new asphalt to existing asphalt in a manner that will N It is the owners and/or contractors responsibility to obtain a soils exploration report. The facilitate the smooth flow of water without puddling or ponding. p p p I � � 21. Roll off container must be on City approved list. Container cannot be placed on Engineer shall be notified if soil conditions encountered differ from the noted Lot 25 assumptions. All requirements for site preparation and soil compaction specified in the _ 22. City right-of-way. soils report shall be followed unless more stringent requirements are specified in these - - Lot 24 23. Full right-of-way restoration; including sod, is required. plans. 24. See E2.4 for Exterior Light Fixture cut sheet & Selections. oC I --1 CL Set 1\2" Iron I OD I d y I Pi e, Lb 3672 Northing=2,185,378.67 I Easting=530,749.29 I ~ ° N �� [0 _ 95.11' w o m d © �o Wood Pow r I 20.9' N 1 10.0' new gate & fenc I o Pole provide Swale at property line to North 30 Feet " I 11"71 11"715 direct drainage to water retention d3 42 a.2 X 6 X 4.7 Cable Riser Concrete Driveway Of LOt 24 X s.+ 7th 8" 15 0.4' N83°34'56"E 209.46' 177.52' SEA ARD DISTANCE TO 4' NCE 20.7 X17.4 9 X 124 2t.t �. o.t X FOUND 1\2" IRON N83°58'42"E�jJ� 31.28' IRON X15 CCCL PIPE, NO CAP 7.7� 84.416' LANDWARD I.IISTANCE TO 4LP PNCE 2 7"714 39.73' (FIELD) garden wall 19.66 Jf) d` C , 15 9. 1Oo.7 SEAWARD DISTANCE TO BUILDING p� � i5 � 20 is to t7 is 3 , 10"715 SET 1\2" IRON 20 I O' 5' NORTH SIDE YA SETBACK I I I I 1 PIPE, LB 3672 :. , „ �• ` , . I i l l��- - - - - - - - - - t) - I-- � 1 I I f 18„T m 1o'T,s Oot �4 I II 1 11 J I I I I w ,5 rn New N - z '7 2 Story Block & Frame i I I I 7 I / I i i i I I i i I o direr n 8"T2 fi " 1 U=1 Y I I I � 1 I i 5"714 10'r,s ¢ b I k Residence Number 1725 1 I I I I 1 i D / I I III 1 � Water Q 7 MOteT �:. 'K v w z. s t: h I / ' / ' I I 1 = 12°T1 w o " >. " d coon a O o l lx I LrSt 24 I I / % Dune G a s j I I I I I I yo 5"T,4 W rte/ concr - rre 1?� r - TM r --Of i9�v- �3 5"T14 6" 714 Q o- Ldt 23 -7 J I I I I I I w I Q In it, : I t. c.^, s ,, .., ,,">• .° n `� I I I I O a 1 i. " " .., . •% I 3.76 , �- 1 1 i I 10 .driveway sx tN --+ 101 51 SEAWARD DISTANCE TO BUILDING 6°714 x 5"714 x G o 22.5.,,NA1fD I I I I5_67 4"714 W0*7 8'715 8"714 OK t r concrete � rTu U o 1816 pclrCh'_`.- :� W , Xs 14.9 I I X 6.6 X 5.3 In _ . G s.3 7 Future U w Q Z p 22 37 48.88' I I I CO Tete O p o 7 O 8 6 X X I N .,.t,11., .,_„ _ s°T7 s H I Detached Garage d 0 7°714 lstory3 I I I I I I 5 U a, i 11 I I Ijj Q D rT� I Yts (is Attachedi -i I Cabana �� Pool m �' 22.5 N dire t' t' w .� 9"T14 I a covered ( I I I rii I A\ III I) I I I 1 U. 4"714 r w x`o o` garden W I' 1 concrete $ ( Of f10W 4"714 m I .. porch covered I I ( I I I I I t. o w 5'714 wall a soar I I I j I + I N I ' I I DjTne rase 5714 O X I 22.99' 27.333 22..5' NAVA concrete . I II 10"714 IT 2„ r 16.13 on -concrete deck ^ 9,67 o patio I I I I , 111 ep N 14 � Q I _ s.oe4 s osa d1YeCt1 V/ _ ,,,, „• . x a I ' M I I I I I I I I I! d J in 13"716 wl s.e3s " 22' NAVD FINISHED FLOOR 23' NA D s6a' I I I I I I) O ►tet I� 1 / I I 6"714 d �1 0 I I I I I I 8"714 0 12°716 12"T16I -.• GARAGE FINISHED FLOOR 1 3 lit 5"714 co C cl to talc$ 22 NAVD m EXISTING FINISHED FLOOR .6 I NAVD 16"715 N l� 10"714 083- ►IBUILDING SHALL BE 2 STORIE Ali 7 1i 18"715 T�TWIN --14-'775- 0- Lot �3 - - - - - 4 ate' NOT EXCEED 3bFFROME AG W I 1 8"715 715 ' t'F,` CALCULATED GRAD E L 6"714 7,.T LOt12� 12" IN tiv TO PEAK OF ROOF 1 '715 5"714 T74 I 100 75 SEAWARD DISTANCE TO COVERED PORCH FOUND 1\2" IRON S87° 18'21 "W _M �,.fie3 d' ction ( I I I + I PIPE, NO CAP 40.1 1' (FIELD} FOUND 1\2" IRON d1T flOW 3'714 I NI garden wall ° t ^ o ss7 f fl PIPE, N CAP o ` Found 1\2 Iron 0) 91 3$ SEAWARD DISTANCE TO BUILDING '-� i „ w Pipe, No Cap 4"TI4 24.65' ° I ¢ i / 1 pupe ��se 7°Tz_ - s69tT r - - - - - � 1 O/ SOUT SIDE RD SETBACK f 1 ' _ ---��� Northing -2,185,284.57 _.. ,� co ince AC ) / Easting-530,762.67 U- 49.9' 72.59' SEAWARD ISTANC:E TO AC CONCRETE 66.6' , ,eq m nt pad d Gtt� g 7' / North /2 14"71 1'T7 3"T14 T7 4 13"T,5 I75.93' SEAWARD DISTANCE To 4' slier �Of L 122 I� I , I �j / -Too l {� 1"715 O 10"715 X 2o.a O 2 6' EN 4"714 2"Ti eT1 Yard. Drain 11 "T1s 10"715 X 2os 20 t 9 7 8 t 7 t 69., j 1 e X e4;o, ON T L '715 9.0 -new gate & fenco�� 13"715 12"f15 03 �� S83°34'56"W 201.21' 85XSOuth 1/2 hs.7 X,a.t s i a0 o a.2 X 6,3 X as e9 0� 6s �� 6y � Wood Reta ning Wall X l e 12"T15 12„TI 11 T15 S Of Lot 22 X ,o X .� +s X e0 2° 1 "715 5 a provide Swale at property line to I I a 0 Concrete Driveway 1 19.98' direct drainage to water retention 6 o Wood Deck � I Legal Description BENCHMA w 13.9' I SET NAIL & ISK, LB3672 23,0' �o The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North ELEVATION 9.79 NAVD (1988) (- - - - - - 1s.z' N Wood Deck Lot 22 I O $3- - - _ _ _ _ , _ - _' - _ - - - _ - - _ Atlantic Beach, Unit No. 1 - R -c -b -s Corporation, According To The Plat Thereof - Z I Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, I 120.79' I ' I p Florida. + 2 story Wood Frame I , ' O I The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual � M Residence No. 1721 I ` r Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From LU o tv I M Z The Flood Insurance Rate Map Number 12031c0407h, Revised June 03; 2013 For m ti w - w I o I = Duval County, Florida. m C-1 I W 1.4' I ' Wood W Lk Brick Walk CI ro 108.57' LILOQ ( 21.5' A I I y 13.6' I _ 93.77' I I 20.0' i I I \ I i i ��UNj i I �I r ry© Found 1\2" Iron I I ' O I 0 i e Lb 3672 I 0 1 0 Pp, 17TH STREET A� - 40' Right Of Way, Closed By Deed Book 1312, Pages 177 & 178 - f Z p In Z R1 I o I rn M�� ANGLE POINT I ' OPPOSITE R-46 A " New Site Plan A 1 .2 0 2' 4' 6' 8' 10' 12' 14' 16' 1/16' 1 t.Otl Atlantic a Caribbean • Pacific info C>starrsanford.c )m 904-707-9761 Copyright 92o2o 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 reproduced in part or whole in any form 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 SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A1.2 Ri t\ lotO 0 N, Full 4� N o �J Q� V L 41 O U `° N L • N � 11 CCI� 1� M PMM� L, ,� 3 N 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A1.2 (� Existing Lot Area Calculations I Proposed Lot Area Calculations Parc l A„ S Ft, l Per gentm q, Sq Ft.' Percentt W ;Lot 195071 100.i I 195171 100 0%"' ----------------------- °' w jstin Impervious to remain ; 0 Existing Impervious Roofed Structures 22971 11 15 g p 244 1 3%, Existing Impervious Driveway 10551 5 %pervious Roofed Structure Main House I 6012' 30 8% ervlous Roofed Cabana ° I Existing Impervious Concrete 871 4.1� 4 1 2 2 /o z I Existing Total Impervious 42231 21 0,Qol 364 sf @ 50°/n 1121 0.9%1 Impervious garden walls 4� 0.4% 01 w I Impervious driveway, steps &Additional Concrete g 18 51 9.6% O I�._ 88 8 I I v Proposed Total Impervious t 45.2%` O I awable Coverage 8,778,2 ° 45%' I I I Pro osed LotAreaCalculations Pargel Bp � d I i Sq* .1 Percent Z QILot 1 2875' 100.0%' ANGLE POINT , OPPOSITE R-45 =Impervious Roofed Structure_ Detached Garage 598 3.1%' J Cl) as New PerviousDrive ways 396 sq ft @ 50%�I 1981 �• .�� 1.0% Q i �M 19.6' Q I 33.0' -^- N 0.9' 0 9 New Impervious Parking Pad 448 sq ft @ 50% 1 224 1 1% s•r g Impervious ddltional Concrete 1]8; 0.6%: New Proposed Total Impervious ll381 39.6%" DetachedN Two Story Frame o, Two Storya, I I Residence Garage _ a , lo.,o' Combined LotAreakCalculations�i 19.6' I - - 93.06' Sq. Ft. € Percent; Lot 223821 100. cI 18.s Screened In:�eora-- ; Total Impervious C verage, Both Parcels 99 44.5%1 W � _ Brick Walk IO IMPERVIOUS COVERED CONCRETE PORCHES IMPERVIOUS ROOFED STRUCTURES r-1 50% PERVIOUS POOL & POOL COPING IMPERVIOUS ADDITIONAL CONCRETE COVERAGE a` IMPERVIOUS GARDEN I RETAINING WALLS 22 PERVIOUS PAVERS ON PERVIOUS BED Copyright (92o2o 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 reproduced in part or whole in any -form 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. N I c-• i j cv Y h Set 1\2" Iron OD b Pipe, Lb 3672 0) I ! ~°o I Northing=2,185,378.67 _- W 1 N I a� a. Easting=530,749.29 a c? _ rJ _PAR10 CEL A w - -- LOT 19,567 SQ FT I Wood Powr N Pole ! I Cable Riser, 1 Concrete Driveway y / Driveway II ---- 10"T15 11"z7t1t5 11"715 12714 J15 20.7 s., a.z 8.2 x s.t a 7 FOUND 1\2" IRON '31.28RON78 CCCL N83°34'56'E 209.46' 20,3 20.3 Xna 0 ®a o., 79 x77.7 20.8 1.0T�15 SET iE' T 1\2^", IRtO4 _N_ I,I =coa 0 F �yT,v:YQm Dr .� ,t :✓2�r.y. .�sTrih�..,i�."_.g. s�_�.�Q,�zs.,* _r i 5_ __-11 15 _ :xr Id I IyI , I N i,e P2 i( i - -*- *-.1k 10'7 77777 sII)ZsPIPE, NO CAP TT14 39.73'(FIELD) PIPE, LB 3672 1 21 SF5' NORTH SIDE YAPSETBACK%i 18"T1 15 8 T26 2 for 5'714 10 715 ��Idelle�L1�er, 1�� 12T15 6"T14 5 T14 II rI � f I II%I i II m (ii t' I I I �'I II jIIIII I IIIIII� � Ii Ij I�� vII III d I I II it III I I IiI 14 10 76 1 I4T14 SQ FT 8"T15 T14 FT75.5 00 Future I X 6.45 2Q�xQ'aWz! " I i f .r I i nIi I ti t% t 1 mI 1 IX 8 T7 et T1aDetached Garage SQ FT WALL Q,zo ana9"T14 aJ W W 364 $Q FT', It WN 714 14 4 D ne6ra75se;5T14 a 10"T14 TWIN 2" Q 13" 875 S.F>NlstEo Fcogl2 67116 GARAGE Ftu1sHED F 12 16 5'714 1W EXISTING FINISHED FL 2.6 O=NAVD 10„14 16'715 � I 18T15 14T1BUILDING SHALL BE 4 STORIES 5 O T14 r EXCEED 3spoNorAVEPa " T11 5 r � 8715 1 r J 'i s .!s i: w % 6"T14 7 OI 33 SQ FT CALCULATED GRADE 1 T15 I, 12"T15 Tlh/IN r rO PEAK Or R0, U FOUND 1 2" IRON S87° 18'21 ' W 5"T14 T7 4 I r PIPE, NO CAP q 0. 1' F I i' (FIELD) FOUND 112°.IRON PIPE,N CAP 3„7141 NI .; N ( E 1 I I Found 1\2" Iron 4 ? p o �j1 1 I 147 f Pipe, No Cap 4„T1 I i # I ( h % 4 { � ) � o f f I / 1 Northing 2,185,284.57 - 7„17 - ---- > :: `.': . - - - - > ro 1O/ SOUT S D I PiU�le iia93e� 1{, - -.- �. _.__..-._ _.__. 3 SIDI ��RD SETBACK % { r Fasting 53Q762.67 1 6"T15 9"T15j l; I2 I T-' 11 ! i �A° A1.3 I 7„TWIN 15 _" 8"T15 _,. � I 14^T1 1 "77 '14"T 3"T14 Ti 4 iii 1? � r ' 1 T 15 / 13"T15 93 SQ FTI X ao.a I X zo.e I Co it oo 7.1 4'714 1`2" 1 ' \`13aT1 Yard Drain 11'T15 10"T15 X ao.s0 J o' 0 s. i ) 16s -- -- - -- - - -- - -- _:---- -� e' 10. 24 64 MON TO CCGL T15 1s.o o y 1 3 S83°34'56"W 20J .2;1s 1s.5X /1a.t 3 I o sz s.a }� as Wood Retaining Wall % 12"T15 13"T15 2'715 11 "715 �i .,off 060 °'�� o Y e X z°6� 11"T 15 *12"T5:m O of Concrete Driveway I - ° W 1 19.98' - � i I Wood Deck BENCHMAI I ---- - 13.9' SET NAIL &ISK, LB3672 ELEVATION -- 9.79 NAVD (1988) ^--- 23-,0' II (� ---- 18.2'( � N Wood Deck __J I I 120.79' I i O ° 2 Story Wood Frame -- O I� Residence No. 1721 I r I co r J w I I 13 r -I m I L7.1r' -- ----- 108.575 I i Brack Walk Wood C/) ' 21.5 __ 13.6' 20.0' C I I i -n I -n Found 1\2" Iron r I I O I O Pipe, Lb 3672 17TH STREET I t7 1 I I zI0 I I mIm v - O < I Ml I r I i i I N I _ ANGLE POINT OPPOSITE R-46 / I Site Plan Area Calculations 0 2' 4' 6' 8' 10' 12' 14' 16' DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A 1. 3 hal � � ^ I Q n U � V o 4� o I CJ L- O (a N DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A 1. 3 U I� I Plant Schedule Im <D fCA) 9 fc v_ I Wf Z f J f J O �f Zf 0 ZI _OI UI D al Z O_I_ ANGLE POINT U OPPOSITE R-45 J I CO f O Uf f 33.0' ? 0.91 19.4' \; I Two Story Frame Residence No. 1733 ao Brick Patio - — — 110.10' 93.06' 52.1' cn f —� Screened IEPor& t — Brick Walk I Q, a� x O 0 2' 4' 6' 8 10' 12' 14' 16' LANDSCAPE PLAN NOTES L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See AO.1 for specifications & Notes 3. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 4. See E2.4 for Exterior Light Fixture cut sheet & Selections 5. Overall height of palms and specimen trees planted seaward of a major structure must not exceed 14 feet overall height (measured from the ground to the growing tip of the unopened bud), and should include bracing or guying systems for palms and other large trees planted seaward of a major structure for a minimum of two growing seasons. Bracing or guying systems shall include deadmen or anchors designed to resist soil failure from forces created by tropical storms and installed below root ball depth T7 Denotes Magnolia Tree Existing T14 Denotes laurel Oak Tree TI Denotes Palm Two T16 Denotes Pine Tree lame Size Sized as s on plan on Plan on plan on plan Palms Sabal Palmetto SabalPalmetto ,. _ Cabbage Palm10 Character Cabbage Palm - 18 ft. 20 $. Small Trees Pmnus "Ihunbergu Quercus Gemh><ata Japanese Black Pine, Sand Live Oak 20 ft on plan on Plan on plan on plan yright ©2ozo Starr Sanford gn Associates, Inc. All rights rved. The design concepts 'ings, written material, and fications of this document are roperty of Starr Sanford Design ciates, Inc. No part of these ments shall be copied, disclosed hers, or reproduced in part or .e in any Torm without the en consent of Starr Sanford ;n Associates, Inc. Do not scale ngs. Use given dimensions only. It shown, verify the correct ,nsions with Starr Sanford ;n Associates, Inc. Contractor check and verify all dimensions onditions of the job site. Shrubs Canssa Grandiflora Natal Phun 3 U ._..., Pntospomm_Tobua Pinospomal 15 gal ._. .,. 36 O.C. Podocaryus MacrophXlWe Podocarpue li al 180C. l' .....-- . Zamia Pumila Coontle 7 gal 36 O C Viburnum Awabuki Shiny - Leaf Viburnum _ 15 gnl _ 4s O C. Raphiolopsis�ladre m Majestic Beauty Hawthorn 7,g4 ,., Buxus Mucophylla " Boxwood 15 gal . ......... . ..........", - as shown on plan Ground Cors nehanthus Debilis Beach Dune Sunflower 1 gal 24 O.C. U Mehlenbergia CRillans Pink Muhly Gras s 3 gal0c:_ 24 O, _._ -, ..-.... Min+osa StH illosa .g,__ .._._. Seflsitivo Plant' ..:-..... _ . .. bgal ...___._-..� - -..." C. W�1Y 240..,.-_ --_._ ...." _.._..._... yright ©2ozo Starr Sanford gn Associates, Inc. All rights rved. The design concepts 'ings, written material, and fications of this document are roperty of Starr Sanford Design ciates, Inc. No part of these ments shall be copied, disclosed hers, or reproduced in part or .e in any Torm without the en consent of Starr Sanford ;n Associates, Inc. Do not scale ngs. Use given dimensions only. It shown, verify the correct ,nsions with Starr Sanford ;n Associates, Inc. Contractor check and verify all dimensions onditions of the job site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet AIA 1.0 /11 W c �i h Q1 U " ' p 4� o U GJ i- O �I U � • CCS L M 1 rs 3 >� 3 � 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet AIA ■ 19.6' Y Detached b Two Story Garage 19.6' Ib 33.0' N 0.9'5.1 0.9' ' 19.4' Two Story Frame Residence No. 1733 Brick Patio 110.10' 93.06' 52.1' Qi 18.5' ,'-- S --o n� N n�dl�:_ W i Brick Walk O l 0 I11 U0) a+ oI _ Set 1\2" Iron CO Oo Pipe, Lb 3672 01 l o I Q a° Northing --2,185,378.67 W N Easting=530,749.29 O l o 0 o � 00 95.11' w I o eOI Wood row r N a° provide Swale at property line to 10°715 11"T15 11'715 direct drainage to water retention Cable Riser Concrete Driveway 1 g 12"T14 8 15 0.4' y I N83°34'56"E 209.46' a TTI 20.3 20.3 0.7 {� 1} t°.2O 31.28' IRON 76 CCCL X 2a.e X e.6 FOUND 1\2" IRON N83°58'42"E z.7o PIPE, NOCAP 7"714 39.73' (FIELD) 10.32 x 1 ❑L7= 15 11 f5 _ 20 III 2l O 7-1- 16 17 18 19 X X , d Cts ion ._ ..... 10"715 SET 1\2"IRON do o Is�-4- gutter&plpillg _-- e � - -- - - �- - - fl4� - gut�er &piping_•�q'%_C1 1 O,I - nit�iN @ ` _36 4a6' -T` V' 5 PIPE, LB 3672 zg' �o o az.63s L _ _ _ _ r 10"71 18715 e.o 8„T2 p �� dirpC MT 4o 5714 10"715 w i D 'F0 1 L I I >: m4 �9' �( Al Q X v°?� ZX X ( I d Coon Pop-up V, X o " )T I! 12"7, etext II I 23' FF X �� ° 51114 a NAVD I of flow I YT14 6"714 ✓ I-1 Q ��� �I , illi �../ a ' GQ ° driveway , ! --2 8 p 8°714 5"T1 Channel I'', _ _ 40.7..oa' o.e2 _ _ - _ I 2.633 2 39 4 W U 3 �; P - 22.'' NAVD I a: X z° 3e 4„714 !� �(0 ' 2�h,26' - 6"715 1 O W v gutter ipingera - = -� _ _ _ - _ :gutter & plpmg 2° 4 �t p X X , 2° 9152 11 8"71 o `o direction \ x 20.3 /r -fir r T N 0 Qt I1VW +' i6.0001 Int 21.05 - ..: 20.99 ' �`?Y �O k (+I I �+y Q '•" 0 ,�-'�� ° i �I + r r X �` 20.9 I �O Future Wrd ° z °10�J i I' i -- - ' - r _a- I ( g °� a �8 V Qy, '� k '1 27.333' 21..-' t I 9 2°I 8,tr7 ~ X 10.561 F P I q t i , I 23' FF X I! Detached Garage 0 7„7,4 �, W Ql ` I't X 2b.ee ' NAVD 10.26 ' 1 1.6 18 X� 16 t I 106 X :< $CI.80 Inr o p P ' Y 'I t t 2 2 1 II 22.5' NAV c° direu b MM x X t 4 v t+ X zo. M X d as n l �° X 20.4 of flow rn W C7 e y"T1 .c a.a I> < r>.:t t t I" 20.88 I- �a] X o. o 'c 0] (��_ 'I G� t 20.61-m I 4'714 .. a y `Z. r t , 915 22.1' FFh. ° �9 �' 0' 1 40 i I. W v °. N0 2 N° s Its NA + t 2 2 I X �: 20. 0 4"714 C9 N 5714 I r t 159 t 1 __ -v.333- - 22. t"fVAVD 20.715 I ( 20. > 5"714 r C 2o.62 X 20.69 X 20.15 10'714 �" TWIN iI IJ _iidI371 m ^ ' 1,ion 2° yo. X a.16_' X 20.815° �X �° �e II I ML 4111 15.633' , r of 22' NAVD , X/ 4 h2°T1s 1 12"T s ' f . �: , 63,8071 "714 d' 8"T14� 1; ' 5 714 00 I III i. ' 22.5' NAVD 1 utter & t m ° 16"715 10"714 { N I 1`{ 1�I . r �----p-P g -------- n � I I , ill I � , , , , , � .- - 153 093 - - ,; 20.6 Ik 20.6 ml ' 18"715 6„TWIN 4"71 1 {� 714 l � I III II r r�' r ` ' - ( x 2o.a ' I 8„715 "T1 '�",I t 1 t I 23' FF l 6"714 12'1715 T1 gvlNI �Idv �r t t I NAVD�0� -u �l 3.11 pop p� 1 715 5„714 FOUND 1\2" IRON S87-18'21 "W _11,8113 PIPE, NO CAP 40.1 1' (FIELD) FOUND 1\2" IRON t I d1r�C I- a.667 of flow PIPE, N CAP 1 flOW' 3 Tt41 \ 1IFound 1\2" Iron r Pipe, NO Cap ILL +i. 66717' Northing -2,185,284.57 -� 7"2 �� g, T1 g T--- guttere., - - - - - - - - - = ;,•_ - _ - - - - - - -1 gutter & piping�- Easting=530,762.67 0 t1 12 to t4 is 4"TWi� 5 ��5' � Ction / I14"T 71 1'"T7 417 i "Tt 4 Of flOW �I o tg 13"715 10"715 X 20.4 l 10'715 X 2015 20 i is t' t t 7 18 } 2 i T15 12„ 1 Yard Drain14"71411'715 X oa;°. N T L "715 Q'O wy12'715 _ °� °a S83°34'56"W --201.2-l' 1a.15X *� e0 a Wood Retaining Wali 2° 12"T15 13"T15 12 715 11715 X °o�` 60 i X 1��9 ,°06 X �0 �0 X 2°6 1"T15 12 7 5 provide swale at property line to a direct drainage to water retention Concrete Driveway '0 119.98' O Wood Deck BENCHMA w j p 13.9' ? SET NAIL & ISK, LB3672 I l ELEVATION 9.79 NAVD (1988)l 18.2' 23.0' N , ' Wood Deck � 8.3' I 120.79' i 1 0 I a 2 Story Wood Frame I ,' LLJ Residence No. 1721 I(0 �r lLLJ tC) !' W L� 7.4' i Brick Walk I v 108.57' O lNtN U) 21.5' LO jIQ l 13.6' �U) 93.77' ;y 20.0' I I I i I I Found 1\2" Iron Pipe, Lb 3672 i 17TH STET I I i I I I II I L ANGLE POINT OPPOSITE R-46 o A . Grading Plan 0 2' 4' 6 8' 10' 12' 14' 16' { Comp. By: SW 0x, � •` •.+l Date: 212012020 Public Works Department City of Atlantic Bead Permit No: # Address: 1725 Beach Ave Jf Required Storage Volume�A Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR112 which is the Modified Rational Method for estimating stormwater runoff Where: V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1:0) and undeveloped conditions (C=0.06). A = Impervious Area (square feet) R= 25 -yr / 24 -hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area "AM ft2 Impervious Area (A) ftZ = 45.2°/o %Teat Lot V = 0.92 x $,818.0 x 9.3 / 12 V = 6,287 ft' Provided Storage: Area 1 - Relative Elev. Area Storage Sideslope:,� - :1 ft (it 2) ft 726 1,332 BOTTOM size: 68 X 11 RAW1,170 TOB size:. x Kamm Area 2 - Relative Elev. Area Storage ft(it) fe) MG&k e 0BOTTOM size: 0 x 0 a ? 0 0 TOB size:,- X Area 3 - Relative Elev. Area Storage 0 BOTTOM size: 0 X 0 ` 0 0 TOB alae: k .;,. r_ .. Inground Storage: = A'dlpf Total Storage Area at TOB (A) 11170.0 it' Depth to ESHWT from BOTTOM (d) r'ft, default is 2.0 ft, verify onsite ESHWT Pore Factor (pf) = 0.4 default is 0.4 Inground Storage Provided = 5618:0 ft3 Required Treatment Volume = 8;287 ft' Supplied Treatment Volume = 6,948, ft' I 131 X 9.1 X17. 10.1 X 17 16 5' NORTH SIDE YA j0 SETBACK l+ /� -7 % r � 1 +s.67 L i a. iI rad i" 4-7-i I) Co retel o 0 0 1O I 6 e X 1 j e Ste c- l I I i ,2.A: "t;"_ � m I I J) 10! SOOT SIDE 1 RD SETBACK .° 2 9 16.7 X14.1 'Y I @9 11.3 I I l M l O O Z l 0 O I � l 0 i r Z 1 M I Wood W lk I i I I I I i -n oI-n Io ZI0 M l MoLm �ifTi T 1 N I I I Retention .Beach Avenue 1725 East Lot 2120/2020 9.3 C0 I O DENOTES CONCRETE COVERAGE 0 l o O 0iN rn I� 000000000000 O I � TURF -BLOCK ICA) V I W I ZI ZI W Ci I % 0I zl NEW CONTOURS OI U rI NEW SPOT ELEVATIONS rrl F- EXISTING GRADE CONTOURS TO REMAIN W Z EXISTING SPOT ELEVATIONS TO REMAIN O_1,_ ANGLE POINT U OPPOSITE R-45 JI H y QI EXISTING SPOT ELEVATIONS TO REMOVE OI U I Ib 33.0' N 0.9'5.1 0.9' ' 19.4' Two Story Frame Residence No. 1733 Brick Patio 110.10' 93.06' 52.1' Qi 18.5' ,'-- S --o n� N n�dl�:_ W i Brick Walk O l 0 I11 U0) a+ oI _ Set 1\2" Iron CO Oo Pipe, Lb 3672 01 l o I Q a° Northing --2,185,378.67 W N Easting=530,749.29 O l o 0 o � 00 95.11' w I o eOI Wood row r N a° provide Swale at property line to 10°715 11"T15 11'715 direct drainage to water retention Cable Riser Concrete Driveway 1 g 12"T14 8 15 0.4' y I N83°34'56"E 209.46' a TTI 20.3 20.3 0.7 {� 1} t°.2O 31.28' IRON 76 CCCL X 2a.e X e.6 FOUND 1\2" IRON N83°58'42"E z.7o PIPE, NOCAP 7"714 39.73' (FIELD) 10.32 x 1 ❑L7= 15 11 f5 _ 20 III 2l O 7-1- 16 17 18 19 X X , d Cts ion ._ ..... 10"715 SET 1\2"IRON do o Is�-4- gutter&plpillg _-- e � - -- - - �- - - fl4� - gut�er &piping_•�q'%_C1 1 O,I - nit�iN @ ` _36 4a6' -T` V' 5 PIPE, LB 3672 zg' �o o az.63s L _ _ _ _ r 10"71 18715 e.o 8„T2 p �� dirpC MT 4o 5714 10"715 w i D 'F0 1 L I I >: m4 �9' �( Al Q X v°?� ZX X ( I d Coon Pop-up V, X o " )T I! 12"7, etext II I 23' FF X �� ° 51114 a NAVD I of flow I YT14 6"714 ✓ I-1 Q ��� �I , illi �../ a ' GQ ° driveway , ! --2 8 p 8°714 5"T1 Channel I'', _ _ 40.7..oa' o.e2 _ _ - _ I 2.633 2 39 4 W U 3 �; P - 22.'' NAVD I a: X z° 3e 4„714 !� �(0 ' 2�h,26' - 6"715 1 O W v gutter ipingera - = -� _ _ _ - _ :gutter & plpmg 2° 4 �t p X X , 2° 9152 11 8"71 o `o direction \ x 20.3 /r -fir r T N 0 Qt I1VW +' i6.0001 Int 21.05 - ..: 20.99 ' �`?Y �O k (+I I �+y Q '•" 0 ,�-'�� ° i �I + r r X �` 20.9 I �O Future Wrd ° z °10�J i I' i -- - ' - r _a- I ( g °� a �8 V Qy, '� k '1 27.333' 21..-' t I 9 2°I 8,tr7 ~ X 10.561 F P I q t i , I 23' FF X I! Detached Garage 0 7„7,4 �, W Ql ` I't X 2b.ee ' NAVD 10.26 ' 1 1.6 18 X� 16 t I 106 X :< $CI.80 Inr o p P ' Y 'I t t 2 2 1 II 22.5' NAV c° direu b MM x X t 4 v t+ X zo. M X d as n l �° X 20.4 of flow rn W C7 e y"T1 .c a.a I> < r>.:t t t I" 20.88 I- �a] X o. o 'c 0] (��_ 'I G� t 20.61-m I 4'714 .. a y `Z. r t , 915 22.1' FFh. ° �9 �' 0' 1 40 i I. W v °. N0 2 N° s Its NA + t 2 2 I X �: 20. 0 4"714 C9 N 5714 I r t 159 t 1 __ -v.333- - 22. t"fVAVD 20.715 I ( 20. > 5"714 r C 2o.62 X 20.69 X 20.15 10'714 �" TWIN iI IJ _iidI371 m ^ ' 1,ion 2° yo. X a.16_' X 20.815° �X �° �e II I ML 4111 15.633' , r of 22' NAVD , X/ 4 h2°T1s 1 12"T s ' f . �: , 63,8071 "714 d' 8"T14� 1; ' 5 714 00 I III i. ' 22.5' NAVD 1 utter & t m ° 16"715 10"714 { N I 1`{ 1�I . r �----p-P g -------- n � I I , ill I � , , , , , � .- - 153 093 - - ,; 20.6 Ik 20.6 ml ' 18"715 6„TWIN 4"71 1 {� 714 l � I III II r r�' r ` ' - ( x 2o.a ' I 8„715 "T1 '�",I t 1 t I 23' FF l 6"714 12'1715 T1 gvlNI �Idv �r t t I NAVD�0� -u �l 3.11 pop p� 1 715 5„714 FOUND 1\2" IRON S87-18'21 "W _11,8113 PIPE, NO CAP 40.1 1' (FIELD) FOUND 1\2" IRON t I d1r�C I- a.667 of flow PIPE, N CAP 1 flOW' 3 Tt41 \ 1IFound 1\2" Iron r Pipe, NO Cap ILL +i. 66717' Northing -2,185,284.57 -� 7"2 �� g, T1 g T--- guttere., - - - - - - - - - = ;,•_ - _ - - - - - - -1 gutter & piping�- Easting=530,762.67 0 t1 12 to t4 is 4"TWi� 5 ��5' � Ction / I14"T 71 1'"T7 417 i "Tt 4 Of flOW �I o tg 13"715 10"715 X 20.4 l 10'715 X 2015 20 i is t' t t 7 18 } 2 i T15 12„ 1 Yard Drain14"71411'715 X oa;°. N T L "715 Q'O wy12'715 _ °� °a S83°34'56"W --201.2-l' 1a.15X *� e0 a Wood Retaining Wali 2° 12"T15 13"T15 12 715 11715 X °o�` 60 i X 1��9 ,°06 X �0 �0 X 2°6 1"T15 12 7 5 provide swale at property line to a direct drainage to water retention Concrete Driveway '0 119.98' O Wood Deck BENCHMA w j p 13.9' ? SET NAIL & ISK, LB3672 I l ELEVATION 9.79 NAVD (1988)l 18.2' 23.0' N , ' Wood Deck � 8.3' I 120.79' i 1 0 I a 2 Story Wood Frame I ,' LLJ Residence No. 1721 I(0 �r lLLJ tC) !' W L� 7.4' i Brick Walk I v 108.57' O lNtN U) 21.5' LO jIQ l 13.6' �U) 93.77' ;y 20.0' I I I i I I Found 1\2" Iron Pipe, Lb 3672 i 17TH STET I I i I I I II I L ANGLE POINT OPPOSITE R-46 o A . Grading Plan 0 2' 4' 6 8' 10' 12' 14' 16' { Comp. By: SW 0x, � •` •.+l Date: 212012020 Public Works Department City of Atlantic Bead Permit No: # Address: 1725 Beach Ave Jf Required Storage Volume�A Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V = CAR112 which is the Modified Rational Method for estimating stormwater runoff Where: V = Volume of Runoff to be stored (cubic feet) C = Runoff Coefficient, 0.92, the difference between impervious area (C=1:0) and undeveloped conditions (C=0.06). A = Impervious Area (square feet) R= 25 -yr / 24 -hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area "AM ft2 Impervious Area (A) ftZ = 45.2°/o %Teat Lot V = 0.92 x $,818.0 x 9.3 / 12 V = 6,287 ft' Provided Storage: Area 1 - Relative Elev. Area Storage Sideslope:,� - :1 ft (it 2) ft 726 1,332 BOTTOM size: 68 X 11 RAW1,170 TOB size:. x Kamm Area 2 - Relative Elev. Area Storage ft(it) fe) MG&k e 0BOTTOM size: 0 x 0 a ? 0 0 TOB size:,- X Area 3 - Relative Elev. Area Storage 0 BOTTOM size: 0 X 0 ` 0 0 TOB alae: k .;,. r_ .. Inground Storage: = A'dlpf Total Storage Area at TOB (A) 11170.0 it' Depth to ESHWT from BOTTOM (d) r'ft, default is 2.0 ft, verify onsite ESHWT Pore Factor (pf) = 0.4 default is 0.4 Inground Storage Provided = 5618:0 ft3 Required Treatment Volume = 8;287 ft' Supplied Treatment Volume = 6,948, ft' I 131 X 9.1 X17. 10.1 X 17 16 5' NORTH SIDE YA j0 SETBACK l+ /� -7 % r � 1 +s.67 L i a. iI rad i" 4-7-i I) Co retel o 0 0 1O I 6 e X 1 j e Ste c- l I I i ,2.A: "t;"_ � m I I J) 10! SOOT SIDE 1 RD SETBACK .° 2 9 16.7 X14.1 'Y I @9 11.3 I I l M l O O Z l 0 O I � l 0 i r Z 1 M I Wood W lk I i I I I I i -n oI-n Io ZI0 M l MoLm �ifTi T 1 N I I I Retention .Beach Avenue 1725 East Lot 2120/2020 9.3 6.2 e.2 X 4.7 X X 5.3 6.6 a l � 1 / i I � ( / X 6.3 X 4.6 004%, UN�rr,0, Copyright ©2ozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any form 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. Site Plan Key DENOTES CONCRETE COVERAGE cD � rn 000000000000 t TURF -BLOCK as O W UNDER -GROUND WATER RETENTION AREA NEW CONTOURS 12.5' NEW SPOT ELEVATIONS EXISTING GRADE CONTOURS TO REMAIN X 11.39 EXISTING SPOT ELEVATIONS TO REMAIN - - " EXISTING GRADE CONTOURS TO REMOVE �r L y X 11.39 EXISTING SPOT ELEVATIONS TO REMOVE 6.2 e.2 X 4.7 X X 5.3 6.6 a l � 1 / i I � ( / X 6.3 X 4.6 004%, UN�rr,0, Copyright ©2ozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any form 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 SET Project #: 18011 ;Date: FEB 20 2020 Revised: Sheet A1.5 cD � rn U t as O W o E � L y 0 h� V) � 3 r -i DRAWN: MLS CONSTRUCTION SET Project #: 18011 ;Date: FEB 20 2020 Revised: Sheet A1.5 W Z _J a W 0. 10Z 0 Im J I9 W Z rW V , I I 21 A B 20 C' A9.5 A3J A3.7 A9.5 A3:7 ------------------ ----------------------------------- I � I 1' , Floor Plan Notes I I 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior stud walls or to outside face of stud or masonry on exterior walls unless noted otherwise. As interior wall finishes may vary, all dimensions are to face of stud wall or structural member. 3. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance - - - - - - - - - J between finish grade & any wood construction. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do not omit stud or liner to get the door closer to the adjacent wall. In cases where a door is shown approximately in the center of a wall, locate door in the exact center of the wall. 5. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as required to course with masonry I veneer, if any. Provide filler strip between window and masonry sill if required to allow the masonry sill to course with surrounding brickwork. In no case - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - should brick be cut to either course with the head or the sill of a window or ;---------------------------------------L_____J door. I 6. Window sizes indicated on plans are generic sash sizes. B 7. Every sleeping room shall have at least one operable emergency escape and I A3.7 rescue opening. The net clear opening dimensions required shall be obtained by C the normal operation of the emergency escape and rescue opening from the i 9 _ _ _ inside. A9.4 - 8. Emergency escape and rescue openings with a finished sill height below the - _ _ _ _ _ _ adjacent ground elevation shall be provided with a window well. 9. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way or into a screen enclosure, where a I screen door is provided leading away from the residence 10. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 11. Doors & Windows shall not be ordered, prior to measuring rough framing. 12. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall 22 _ _ match the rooms they serve unless noted otherwise. A9.4 13. Coordinate location of utility meters on site to be away from public view and to minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. A 14. Install termite shield at any areas where wood may come into contact with A3.7 masonry at grade; along stem walls, turn -down slabs, and piers. 15. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per A9.4 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be A treated with boric acid. _ _ _ A A3.6 16. If gypsum board is used, install moisture -resistant gypsum board in restrooms & A3.6 other rooms where water is present. 17. Load roof prior to installing drywall. B- -18. Install nail guards on framing at all appropriate locations. _ - g A3.6 - --- > 19. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop A3.6 0 between each floor, and top plate to roof framing. a 20. Builder shall coordinate all shelving & storage requirements with homeowner. 21. Center plumbing fixtures in space provided unless noted otherwise. Provide not IL less than the following clearances from finish wall to fixture on either side: WLavatory: 15". Toilet: 18". 22. No the slivers shall be allowed, layout tiles prior to setting, and adjust as required. - - - _ __ _ 19 I A9.5 23. Handrails are required at all interior stairs with 4 or more risers. Ln 24. Provide sound deadening mat under the pool equipment to stop the transfer of sound to house. g KA D A9.6 A9.6 A3.6 I I , i I L- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ - I I I I � I , � I , I I I I I I _ _ _ - _ _ _ - J L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -OUTSIDE-FA--E OF WALL -ABOVE- - - - I I , , I , ' II ' I A_ - - - - - - - - - - - - - - - - - - - A3.5 , , , 20 ' , , I I I I I I I I I I I I I I I I I I ' I L- _ _ _ - _ _ _ _ - - -- _ _ _ _ _ - _ - _ - - _ _ _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 22 A9.3 r2 3 B A 24 D A9.3 A9.6A9.6 A9.3 A3.6 36'- i " 35'-511 Garage Level Fla 0 2' 4' 6' 8' 10 12' 14' 16' Wall Material Key new wall finished both sides - interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior wails are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall finished one side 8" CMU wall PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes 3. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All, lighting will comply with types of lighting authorized by the general Permit." WI Z� JIZ 0� F U a N� Z 0 U�J �I a 0� U GARAGE LEVEL CNTRY, STAIRS H& STORAGE 321 Copyright ©2ozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ancj 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 repproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawmgs. 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 SET Project #: 18011 Dater FEB 20 2020 Revised: Sheet A2.1 .~ w tp � rn 0 `� d- O . ,�..� a, O U a) L O v_ C U f6 U C� L L N � DRAWN: MLS CONSTRUCTION SET Project #: 18011 Dater FEB 20 2020 Revised: Sheet A2.1 21 :. A -B A3.7 15'-2" A 20 0 A3.7 5'-p 4'-O" 8" 9.2" 11'-2" A9.5 13'-2" A3.7 9'-4" 4'-4" 4'-4" I I 4'-10" 8'-8" GENERATOR { HVAC I-OiVA 4 _ = POOL EQUIPMENT = 10' SOUTH SIDE YARD SETE tt � W n 1D � m iC 1E — — — 1G2 n wall — — — — — — _ 6" CMU m -.. „ ..., 8 ;CMS 6" CMU N - - Wall Material book shelves above o _ - l0 shelves & ro s — T co N — — — — — - 1 I?o' not sc e Drawings. Use only dimensions shown on drawings. If din ensio s dressing table built-in _ _ _ _ I lk- n 6 NI .—{- at e o drawers — T Gtf;< — I I are in ue tion, the electrician shall be responsible for obtaining clarificatio a shower seat I I show r q . g, 1 s„ 5'.g� I / before, co' tinuing with construction. Builder shall verify all dimensions z I I face brick j 7'-5" 2 0 I 20 8" _ � � t 'n : at 'obsite. / i O candl to s ) U O h 1 G 129 N I I 131 2 See'AO 1' A0.2 for specifications & Notes I I filler brick 126 Master 8' HEADS 2-4x6 I a / 2-4x � x 1 A 3 A See A2 1 f r Floor Plan specific notes � IORS a irements F.A.0 6213-34.070 4 : (a.) All windows an a _ I I INTE I \ % 4 - S.ea:turtle.' rotection requ() 0 sa Bathroom CEILING 1 1 Master II I firebrick N I / glass dodrs on the seaward and shore parallel sides of the dwelling shall be tinte U lk W W 127 $' HEADERS Wardrobe 4 I Pool IMUL( to a. Trans ittance Value of 45% or less through the use of tinted glass, windo I I i27 — _ M I y SLOPED_ showe w 128 x ` z-axeaun�ry — jr0i vide for 124o� Bath I fr]irr.r scr. ens. {b.) All lighting will comply with types of lighting authorized b ——interior insulated wall (all exterior walls are to 1 o w unless noted otherwise in Wall Sections) 125 d down 123 / x x 1 H tiie'genea Permit. 1 25 stackable ng board CE9L NG 10` Llbb�`ary o __.__ th Powder washer/ FtiR-DO`+�1'N �SLOPED /122\' �- - 2. x6 —' ( o 126 wryer�CE31 1 G 1 0' o / \ M�� interior 2x6 wood stud wall (all exterior walls aI — %� I I e I I \ \ I I I wood stud walls unless noted otherwise in Wall S ! , 1U7G ELI i 2:3X9 j W X > CO d F D ° r1 ° FF - 23' FF 22.5' L922.5' b� I DO N , 13Ci v —_--4-I NAVD NA D W ' O s^MULE FNA Covered ------ — Pool '� �— — -- -- -- — -- -- — �,-wing— - -- — -- — - — AE�C3VE I Porch N A - .. BEAM, _ -- — — — _ r aD _ - -- -- — -- - - - -- _ -----OOiI1— 1 A— 1 to In 117 �17x9 8" MULL - -- -^ j W X > CO d F D ° r1 m VDCna L922.5' b� I DO N , 13Ci v s^MULE FNA —- __--I ------ — D I I F 21 E A BY 20 A3.7 A9.5 A3.7 A3.7 A3.7 A9.5 C r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t?UTSiDE--FACE OF �ALi-BE LOW- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - - - --------------------------------------------------- --- - -- - -- --- Wall Material � ' a Te 34' 2° i i ' , Key O 5'-1 O" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 5'- t O" ro - - - - r - interior insulated wall (all exterior walls are to be insulated 2' 9 2 T DOR ER WALL 2'-9 a To Do nnER ALL unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 g fixed 1 uvers wood stud walls unless noted otherwise in Wall Sections) 2L v 2M a N 2N iv 2N iv 2M ! J 3-6x4 EP 2X6 - 3- X4 3- x4 3-6x4 x6 } 3'-3" 1r9H I ^ 7-5" HEAD HEIGHTR FIXED FIXED = 1wc counter ou 3 new wall finished both sides 0 W ca W � � ° &vessel sinkLL s ° � _ a® Itb r - � � o 0 ,w 0 W 0 U) u _ Bath l new 1 6'-0° H , w wa 1 finished one side jj de -�- - - ` 16' 1 19' 0 CEILING -. - - I 5 7 1 2-ax7 24 2225 --' U= - _ _ _ _ Po der r------ 223-- 224 0"H 8" CMU wall O t 9 2 4 8 3'"6 O o� CEILING linen o � I � '' Bedroom 1 H 22t 60" tub/ i 26 i shower - PLAN NOTES 1 17 z. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 3 are in question, the electrician shall be responsible for obtaining clarification - - p before continuing with construction. Builder shall verify all dimensions & Q LL IN !! 19 t 6 O N W i linen 2C� -- Z 2P I U M �i-----------kN � N .._.. � 222 t 5 - - - - - - - - - - - - - - - - - - - _ _ _ _ _ � conditions at jobsite. 0 3 5-4 -- ------ - - - L - 2A 21 14 ® FI ;ED - - - - - - " - - _ - 2. See A0.1 & A0.2 for specifications &Notes 22 3. See A2.1 for Floor Plan specific notes ® 9 3 4. Sea turtle protection requirements F.A.0 62B-34.070 4 a. All windows and 23 p q O�( ) in 221 12 glass doors on the seaward and shore parallel sides of the dwelling shall be tinted 2-8X7 Stair s t A3 7 C to a Transmittance Value of 45% or less through the use of tinted glass, window t g - - - - ® ® Landing 1 O A3.7 flim or screens. (b.) All lighting will comply with types of lighting authorized by p 7'-6" H H - A9.4 - - - - - - - 20 201 the general Permit." -Xsh � - - - - - -°°° 4x79' -O CEILING a, ° d -i,a o I Dcloset ��CEILING ( 0 222\ _!Aly ZBath 2 '- i CEILING\�U219 1' FIXED FIXEDtd -�. _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3X4 V3X4SLOPED linen d _ CEILING build -out [Ell I m 218 I wood framing - - = ✓� as req'd 4'-9" 5'- j O 4' 21-4-41 '5 5514 i - - 5.7 - E A x i A3.7 A3.7 , j s 2168 21 A D 21 2K SLOPED � 3x7 2-8 � 2A EK 1LING A9.4 - - - - - ciuN� 3 i O Bedr Om 2 - O A9.2 (D A 21'7 --------- T I A - I SLOPE[? 3: K I CEILING N closet O x5 LL 2K m ( O 217 218 (� 2-ax7 I > 2B U O O O ! Z�iLfNZ� 0 a 0 N M m -- $ 1 - Upper Hall 19 - -- - -- - 99 202 ! d 215 - B A D C A9.6 A9.6 A3.6 A3.6 a , 2K 2A 23- r SLOPED IMV I - CEIL[NG I Cd 214 -- -- A9.2 A3.7 A3-8 -- --- -----' I 2:t - I closet p 203.. ---b ------- ---- - - - - -- - `° Bed�oom_3 2t3 -- -------------------------------------- j 216 2:1 --- --- CEI.LING .3 5 ' t , ,,,� _ I I - .- 28 A3.6 SLOPED �N 2 1 fh EILING 1 2- x 1,0 14'-5,2 4 4'-3" ---- rj, 3 2~ 42'-0" -- - -- --------------------------------------- 216 A3.6 8'8" 8'-$"' 11'O" I 2x3-6 - ----� f0 to A3.6 ` 3X7 -L_ 2X6 GA WAL p 2G Q'I SLOPED 2A 2B HANDRAIL �: - - - ( W � 2A 2B --- 2 � CEILING' ----------- - _3X5 i 3X5 �i 3X5 j o walk-in co C A closet I _ _ 215 iD W I l / I Upper d �' CEILING D t7 tt1 - - 0.8, j f W z Z 204 I IN Vestibule U - - - CEILING _ - - Stalr Hal C O m-; --- I I w 205 3x7 i' �7 207 201 0 q t shelves &rods v �r CEILING 3x8 0 - -- 205 _ _ _ _--- -� - - J �- 8� t" DO 20 0 - Powder 3X7 rolli g ha per - - - - - -- 22 1 As.3 - � 3X7 �,N 2 $ i �N 212 bay w/ pper (cabinets I LU z 202 > abov 2 I EL 81-711, 6' 1 O" th 2- x7 3 1 1 2 �C ; 3 3 0 U 3x7 D est 0 2 `�' I I W Balcony m 4' 10" 4 1N �, Po$ , o East Bedroom 4 -207- 206 2' = 0 5 I X o I O Q 2-8x7 2x7 I aui�dr� - -M - --- -- - - - - - -tQ N ELE TOR Z N Balcony 213 2S2 -N 6 u -'i ; linen ' 210 �- r I layrOOm 2, rlD a 214 ' Y> X21 N 7I 206 U 2R Bath 3 4- n ------ ----------. -- --- 211 ° o n ! ATTIC 20 81 K N VAC I ACCESS 1 I I D N 0 j ^y a'"i 19 9 ti Z 2X6 W F� N .I 9 CEILING ° �C 3 t$ D 0 0 ii o I-_ _ c0 101 x OI 8'_ 1 II m 4 b D U, �N CEILING ( 1 7 N 1 1 I I -- - - -- -- -- 203 CEILING I� 2B ' - - - { A9.1 1. 6" t 1 6 N 121 2: 2x7 6'- 1 �� I a Z 72° tub/ ti N shower ! - !I p M Y 15 N 13I STORAGE a ++ 2x4 WALL a ` a o rolling ha per t 4 I 209 VAC O i TURNED--,,, v bay w/upper cabinets a I 6'- t o" � abov � I �c -, <` a � 3".0 1 -`�• . 2-8x5 br C Cts 2x6 28x5 2.8Xs 2 6 2X6 21 21 2J O 2H 3: 26X2-10 O 24 2J �� 3: 2-6 X 4 2 N N v I tV X GABLE WALL 2x3-6 1 ---- ---------------- -- ------------------FI ED-----------------' - --� 00 ------------------ - ------ ------------------- OUTSIDE FACE OF WALL BELOW 22 Z3 2D � f 2D 'sl 2D /%/ A9.3 A9.3 0 8'-3" 151-31 r� 3'-1 1 " 8'-4" 8'-3" 8'-7" 4'-6 a' 2E 2E 2E 2 12'-0" 12'-0" I �� 24'-3" 9'.4 8' 8 A D C 22 D G �i A9.6 A9.6 A3.6 A3.6 A9.2 A3.7 A3.8 0�..- l��o A9. i A3.6 A9.1 1 i '-1 O" 33'-7 $' 9'-9 a 23'-6 2 19 E 20 36'-1 42'-9" 8'-O" 24'-0" D Second Level Floor PlanECONDLEVEL s 1/4" `E A�. HEATED A2.3 SECOND LEVEL WEST BALCONY 161 2,526 161 ,-O„ SECOND LEVEL SEAWARD BALCONY 237 0 2' 4' 6' 8' 10' 12' 14' 16' Copyright 92o2o Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION SET Project pec #: � 18011 Date: FEB 20 2020 Revised: Sheet A2.3 LD rn I y O U � R$ 4� E o v z3 �y O d C in V L W L fu GV � r- 3 DRAWN: MLS CONSTRUCTION SET Project pec #: � 18011 Date: FEB 20 2020 Revised: Sheet A2.3 ri ROOF ave #Iasitln (0 (T t_ -;rake ffashinizg I 7 f , F a __ l !RVE u,- O �aaF s TO EXEED 24" BEYOND SIDE SETBACK LINE 3- FT cedar shin le. ro f g a • Y l cedarbreak ' shingle roof rakk Rash"-fAe-fla ridge- - - - - - _ 1- m 9. 1G i i '�J i n a 2 .w., All gutters to drain Eastward of house to pop up valves, and water retention See Site Plan AA3./7 VENTILATION NOTES FLASHING NOTES 1. All attics, crawl spaces& other concealed areas shall be ventilated as per local 1. Install all exposed flashing w/concealed cleats. Surface fasteners of any type are building codes, or provide spray foam insulation on uderside of roof deck to unacceptable. n allow non -vented attic condition. 2. Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base flashing shall run up 6" minimum behind sheathing when installed at wood floor ` system or shall offset up 1 brick course minimum if installed at CMU backup. ROOF FRAMING NOTES 3. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to AFCO @ brick veneer or shall be either 16 ounce copper or .o19 factory 1. All structural members shall be sized to carry all imposed loads by a structural pre -primed aluminum break metal at homeowner's option for any other engineer. Refer to engineering set, and contact Architect in the event of any non -masonry wall finish. discrepancies. 4. Eave & rake flashing shall either 16 ounce copper. All roof edge flashing shall 2. Refer to structural drawing for roof deck size, though shall be no less than 5/8" extend 10" minimum behind roofing felt or other roofing material. Verify that i Exposure i T&G Sturd-I-Floor plywood. flashing runs not only under roofing material, but also under sub -roofing 3. Particle Board is NOT allowed. material such as roofing felt. Eave flashing at gutters shall extend to cover back le of utter, but shall terminate above rim gutter. � panels apart as recommended b decking manufactu m of . 4. Hold roof deck p p y g rer. g g gu S. Hold roof deck panels away from items penetrating roof deck as recommended S• Chimney &cricket flashing shad be 16 ounce copper flashing (no exceptions by roof deck manufacturer to allow for expansion & contraction of roof deck. unless roofing is metal, in which case flashing shall match roofing material). 6. Hi rafters ride boards, & valley rafters shall be one size larger than rafters. Install an flashing at chimney which extends from outside face of chimney to p g Y g P g Y Y 7. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 - I ceiling joists run perpendicular to rafters. Any h1 or valley rafter over 28 long ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap p shall be Laminated Veneer Lumber. Verify w/Engineerin . step flashing 6 minimum. Tie masonry chimney to roof framing immediately I g I 8. See Wall Sections for exact configuration of framing members at exterior walls. below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets 9. Roof shingle nailing per manu acturer's specs. shall be installed on high side of all chimneys or other roof penetrations exceeding 36" in width. Cricket flashing shall be installed over plywood roof deck backing. Crickets shall slope /12 minimum. DRAFTSTOPPING NOTES g pe 3 6. Valle flashing shall be either 16 ounce copper, 12 wide minimum centered in Y g pp valleys. Lap joints 12" minimum. I. Draftstopping shall be installed in attics, overhangs & similar concealed spaces so7. Gutters shall be 16 ounce copper. Gutters shall be hung with matching metal that the area between draft stops does not exceed 3000 SF. strips which are attached under shingles. Penetrations of back of gutter or of 2. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material eave flashing shall not be permitted. shall be adequately supported. 8. Downspouts shall be 16 ounce copper. Downspouts shall be attached to wall 3. Any openings in the draft stop partition such as access doors shall be protected w/matching metal strips which are attached to wall behind downspouts. by self-closing doors. 9. Raking roofs and chimney flashing shall be stepped flashing at masonry walls, 4 Required ventilation of concealed attic spaces shall be maintained. step flashing is the most desired flashing detail for water-proofing/longevity, and B has to be installed while laying brick or block. If masonry walls are already laid, A3.8 cut block or brick with a saw, parallel with the lower roof pitch and insert the flashing, then close saw joints w/appropriate caulking. �� ROOF PLAN NOTES - ;----eave flashing= -eave slang- 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions cricket are in question, the roofer shall be responsible for obtaining clarification before mint. 3/12 pitch �� continuing with construction. Builder shall verify all dimensions & conditions at jobsite. (.. _ .2_ See A0.1 & A0.2 for specifications &Notes. Eave flashing m 3. See Floor Plan for building dimensions. detail I Jr1 Begin shingle roofing w/full shingle at most visible edgee of roof4-5. Roof penetrations are permitted only in theareas noted. Route all vents, -� © (' exhausts, flues & other penetrations to these areas & terminate as per code. - 6. All roofing and roofing details shallbe installed in strict accordance with industry 61-9 A8.2 ( �. standards and manufacturer's instructions. No work shall conflict with the 0 manufacturer's guarantee or warranty. 7. Provide flashing as per details or as per SMACNA if no details are shown where �' roof pitch changes or where roofing intersects with vertical surfaces. 8. Hold downspouts tight against walls. ' The installation subcontractor shall be fully responsible for all roofing work. 9.5%t2 8..5/12 9. All slopes are indicated on the Drawings. i 10. Paint all roof mounted accessories to snatch roof color selected by homeowner. 11. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. PT cellar p 12. Roof vent terminals shall be 12' away from and 2' above any air intake, door or shingle.roof �; t window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. 13. Load roof prior to installing drywall. 20 B A D C 5(12 s ;... ,« sv A8.6 A8.6 A3.6 A3.6 A _. A ,E. - - - - - h A3.8 A3.8 rt - T r g r�Ife'FaShi�i6--� r'*'•, � i � - , ' „ : s L e}C� _ � � �' ? a �, ry �eTTT w Tr _rake #las U. ., ,.. :.. .-.. _-...... , _....: _. _. 5/1 - - - 0- 9connec mg trellis - - a _ . , --eave-f3 _ _. d r a to I , tie tit , _ -rake #Iaslm�-- a. ¢w 0 parapet wall belod scupper Roof Plan i I_orl 0 2 4' 6` 8` 10' 12' 14' 16' Atlantic e Caribbean • Pacific info cia..rsaniord.com 904-707-9761 Copyright 92o2o 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. Noart of these P, documents shall be copied, disclosed to others or reproduced m art or p P whole in an form without the he 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 lob site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A2.4 w kD U " C ' y 0 CJ d' 0 in c� +' O � v O C .V L L to w 3 DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A2.4 OG I� 4 f� I LL O exposed rafter tail �O I � c. I 12 lap siding 8 1" corbels C ID stucco finish �I PT cedar shingle roof FLoQR stucco finish 6 wall to roof flashing U HO SE Z 2FLOOR K exposed rafter tail-- ___ ED O stucco finish inside brick prefabricated isokeril flue cap installed as per manufacturer's instructions @ top of isokern flue block isokern flue casing isokern flue block header course corbeled r" per course (use solids so no cores are visible) — facebrick header courses corbeled i" per course (use solids so no cores are visible) -- face brick ----- 4 EXPOSED RAFTERS MAY NOT ALIGN WITH TRUSSES, PROVIDE BLOCKING AND ALIGN EXPOSED RAFTER TAILS AS REQUIRED TO CENTER OVER ARCHITECTURAL ELEMENTS (COLUMNS, WINDOWS OR DOORS) AND EQUALLY SPACE AS SHOWN Z1 A B p A9.1 A3.6 A3.6 *�i. - � 4 't i ALIGN EXPOSEDRAFTERSCENTERED 5 - 12 I 12 IN ROOF SPAN BETWEEN DORMERS & EQUALLY SPACE A9.1 w 1L f� I LL 0 exposed rafter tail Q Zl 0 �v lap siding o_ C ID OUSE �I ST IFLOOR I W 0 WI0 curved stucco head El E NAVD "AG• A3. i 1010 37.0" 80'-0.1 West Elevation PT cedar shingle roof ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite: See A0.1 & A0.2 for specifications & Notes. See E2.4 for exterior lighting schedule. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation as per Engineering. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. See details for exterior materials not shown here. stucco finish f� I 0 exposed rafter tail �► Zl 0 in lap siding 25'-O" NAVD "AG• A3. i 1010 37.0" 80'-0.1 West Elevation PT cedar shingle roof ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite: See A0.1 & A0.2 for specifications & Notes. See E2.4 for exterior lighting schedule. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation as per Engineering. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. See details for exterior materials not shown here. stucco finish f� I 0 exposed rafter tail 0 rn lap siding W n 12 In o FLoQR p 6 PO U ry Z 11 i LL 0 i 12 Y 00 0 L Z( N N IJ 0 o it � Y a ¢ " W In W O a V W a cn a. L I, 0 12 PTIwood cedar shingle roof o Cq 9-1/2 o shingle breather fabric 12 over pe6l-N-stick waterproofing ( D 9-1/2 I g D U 2ND W D 3 A8.1 2 0 a U. wood frieze 12 A8 1 UJ � J stucco finish " 23 A8.1 D t* D g O / solid masonry n window sill garden wall n 23 finished grade - — — — — — — — — — — — — — ---- ----- 1ST tA, O N f'COMMUNITY DEVELOPMEN4 ,APPROVED N 1 18'-O" COM _TY DE OPMENTAV Atlantic • Caribbean e Pacific info <?stanrsanford. m 904-707-9761 Copyright Oc aoao 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 reproduced in part or whole in any form 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 lob site. 0 LD 0 rn LL W n GARAGFJII In o FLoQR p n PO U ry Z 0 01 i E O Y 00 v Z( N N IJ L o it � c ¢ " W In W O a V L cn a. L f'COMMUNITY DEVELOPMEN4 ,APPROVED N 1 18'-O" COM _TY DE OPMENTAV Atlantic • Caribbean e Pacific info <?stanrsanford. m 904-707-9761 Copyright Oc aoao 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 reproduced in part or whole in any form 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 lob site. DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.1 LD s� rn c� n y o n PO U ry +-� � 0 01 E O � v L o � c In V L L � 3 Cq U_ DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.1 N (411 O N ELEVATION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications &Notes. 3. See E2.4 for exterior lighting schedule. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 5. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. 6. Builder shall establish finish floor elevation as per Engineering. 7. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 8, See details for exterior materials not shown here. Atlantic • Caribbean • Pacific EM �� iso infoG�st—sanford.com 904-707-9761 Copyright ©zozo Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 SET Project #: 18O11 Date: FEB 20 2020 Revised: Sheet A3.2 1-0 w o h v d- +� � CC 4� N O L y O � 3 DRAWN: MLS CONSTRUCTION SET Project #: 18O11 Date: FEB 20 2020 Revised: Sheet A3.2 ELEVATION NOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes 3. See E2.4 for exterior lighting schedule. 4. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit. 5. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. 6. Builder shall establish finish floor elevation as per Engineering. 7. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. 8. See details for exterior materials not shown here. A3.3 East Elevation Atlantic • Caribbean • Pacific info Cj�starrsanf—d.com 904-707-9761 Copyright 92o2o 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 reproduced in part or whole in any corm 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 SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.3 COMMUNITY DEVELOPMENT COM!DN OPMENT APPROVED I �,4„ 1 '-O" w v v � y O n U � O +� O U 't3 L y O Cn • L fo � 3 N � DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.3 COMMUNITY DEVELOPMENT COM!DN OPMENT APPROVED I �,4„ 1 '-O" PT wood cedar shingle roof on shingle breather fabric over peel -N -stick waterproofing gable wall (beyond) wood lap siding— wall to roof flashing exposed rafter tails - stucco finish wood handrail J.HnusF in N South Elevation brick masonry chimney PT wood cedar shingle roof on shingle breather fabric over peel -N -stick waterproofing wood lap siding ELEVATION NOTES z. Do not scale Drawings. Use only dimensions shown on drawings. if dimensions 114" wall to roof flashing are in question, the electrician shall be responsible for obtaining clarification IDn before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 & A0.2 for specifications & Notes cti N 3. See E2.4 for exterior lighting schedule._ a' ' 4. Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window Atlantic • canbtxan • Pacific exposed rafter tails film or screens. (b.) All lighting will comply with types of lighting authorized by residential _ si- the general Permit." cr3 5. Finished grade lines shown are approximate. Verify that finished grade slopes Q� inro<.r)starrsanford—m 904-707.9761 E away from building for at least 48" outside building perimeter. Copyright 92o2o Starr Sanford 6. Builder shall establish finish floor elevation as per Engineering. Design Associates, Inc. All rights 7. Builder shall take into account design intent, including number of steps, water g g p reserved. The design concepts drawings, written material, anJ table masonry, etc. Builder shall also assure that there is adequate clearance specifications of this document are parapet wall below between finish grade &any wood construction. the property of Starr Sanford Design Associates, Inc. No part of these 8. See details for exterior materials not shown here. documents shall be copied, disclosed � to others, or reroduced in part or whole in any Yorm 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 U L Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. PT wood cedar shingle roof on shingle breather fabric over peel -N -stick waterproofing wood lap siding qV 114" wall to roof flashing IDn cti N a' o exposed rafter tails cr3 Q� E N p wood fascia v .a I parapet wall below y p � c � U L L _ 12 scupp�r Hous �I +� _ 4�2R _ __ 2ND FLOOR I � > r 3 _ Hous 1 ST FLOOR rM &T qV 114" DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: BUILDING SECTION MATERIAL KEY 4" CMU wall 8" CMU wall �T 12" CMU wall { • ' , { { concrete masonry veneer BUILDING SECTION NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss -joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Building sections are abstracted outlines of actual building components. See wall sections & other details for actual configurations. 4. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with Homeowner, or Architect. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. 10. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. Copyright 9)2020 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 reproduced in part or whole in any Corm 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. w � rRus B OTH RS I I o I � r• IL 0 V O CY) LL I �1: -- 0E 0 v o o J -- - IL -- __-_=r-- -� 9 W 9.. estibule Playroom �- - -- _ ,- �._� Upper walk-in =� ° ° mhandrail beyond I' closet c Q j _moi_ �! Stair Hall Wro (- v, r z Elevator S ISSO TRUSS1W CC$ W_ BYO HERS (Beyond)' l — irk aL d" BUILD UP ROOF & - BUILD t D OOF & SLOPE TO SCUPPERS 0 M '-' (-------- > -- —SLOPE TO SCUPPER L--14 _, —1� =1 i L� ----I ---- -- HOUSE h••• to MIT Q 2ND FLOOR - - - --- ------ --- 7 W — `� 3 lil U' 22" FLOOR TRUSS 22" FLOOR TRUSS 2 16" FLOOR TRUSS 16" FLOOR TRUSS N _ Ir - ��� CEILING BREAK LINE BEYON----- y-o-' I tT 1 '-o" 3'-0" b Media Room iD I m 4 ° ° w � m f ^� 1 G ,ge�� 0 stairs Stai aiitl - araf nt e Elevatorpo (Beyond) is ttl 1 : Elevator Pit - shown dashed — HOUSE HOUSE -71 ° w � m W Q 'NITS m 2 0 _ W 0 100w O'NAV —;---- 0 stairs -- - - - - - - - Storage (Beyond) - araf nt e Elevatorpo (Beyond) ttl 1 : Elevator Pit - shown dashed — HOUSE HOUSE -71 O > > c+7 N 1S T FL, IT L - - - -- - FLOOR Q 0 < s ° - � 18" FLOOR TRUSS � _ TRUSS • " SLOPE 2" OVERALL , W a. W z— ---- J — I - - - - - - - - - - — — — — — — — — — — — ---------- -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 19.9'A "IF CALGUI GRADE;, W w a I m 0 o 100 YR FLOOR 0 1Y 5.1' NAVDiV GARAGE FLOOR TOP OF SLAB @ WEST GARAGE WALL° 1 1 ' w � m W Q 'NITS m 2 0 _ W 0 100w O'NAV —;---- 0 stairs -- - - - - - - - Storage (Beyond) - araf nt e Elevatorpo (Beyond) ttl 1 : Elevator Pit - shown dashed QU' Q O c+7 N N Q 0 < s ° m° SLOPE 2" OVERALL , W Z J F W a• 0 0 IJi IL @J W20.374' W Q 'NITS m 2 0 _ M M N O'NAV —;---- 0 o Aa< A3.5 I X Q U 0 2 W p 0 a LL 0 I t- W W 24'-O" a L9 QU' Q O c+7 N N M O 0 J W H z W 4 1 8'-0" N 0 W W Q U 0 2 W p 0 Z N t- 2 0 L9 1101-101, O d1 N Q m° W a. a W D Q X L a 0 z W I' 0 � � W a W > J W Q U 0 2 W p 0 Z w > 0 1101-101, O d1 N Longitudinal Building Section 6 2' 4' 6' 8' 10' 12' 14' 16' X 0 0 ' U. W D 0 x z i g N DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.5 E Upper Hall Ceiling Detail A3.6 �o FRAMING OR ROOF TRUSS BY OTHERS 12'-O" '!4 0°6; Entry Fall Section @ Dormers Main Building Section @ Dormers 12•-0n 12'-0 nFEWo ifS" E A3.6 Garage Building Section 1 /4" owCM Entry Hall Section E1 /4" 1'-O" A3.6 Main Building Section 0 2' 4' 6' 8' 10' 12' 14' 16' Atlantic • Caribbean • Pacific o • info(?F)starrsanford.com 904707-9761 Copyright 9)2020 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 SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.6 r� W W � � U d- Ol � cd I� 0 U -O O di C f • L ro e�' ^ MM� hal Ln DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.6 D Garage ~ Stair Hall M Stair Hall Section A3.7 ffl�® Bedroom 2 Living Room 9'-0" 91.Ul :ISSOR TRUSS BY OTHERS 112 9-1/2F—, --h— walk-in shower Bedroom 1 Master Master Bedroom Bathroom (� Building Section L / I / / 12 //5 i .a11 tn'.n" 101-0" 1'-6" .Main Building Section @ Dormers V-6" 101-0" 101.0" OVER FRAME NOTE TO ENGINEER: DESIGNED WITH NO TOP PLAT DASHED LINE SHOWS ,, OUTLINE OF LIBRARY IN FOREGROUND U 8'-8" 11-6" AtImitic + Caribbean • Pacific NOXIu�� ® ` II j II info CGstarrsa ford. ,m 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawmgs. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shallcheck and verify all dimensions and conditions of the lob site. 12 U � , y O W � n Q z 3 Cn U� cd -- } E O „ U � M W y O C Garage Entry a� o z L 12� N In tl z Cq J h ao 0 W W 0 2 �f. W N N 0 M N 20'-0" M Stair Hall Section A3.7 ffl�® Bedroom 2 Living Room 9'-0" 91.Ul :ISSOR TRUSS BY OTHERS 112 9-1/2F—, --h— walk-in shower Bedroom 1 Master Master Bedroom Bathroom (� Building Section L / I / / 12 //5 i .a11 tn'.n" 101-0" 1'-6" .Main Building Section @ Dormers V-6" 101-0" 101.0" OVER FRAME NOTE TO ENGINEER: DESIGNED WITH NO TOP PLAT DASHED LINE SHOWS ,, OUTLINE OF LIBRARY IN FOREGROUND U 8'-8" 11-6" AtImitic + Caribbean • Pacific NOXIu�� ® ` II j II info CGstarrsa ford. ,m 904-707-9761 Copyright ©2020 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ 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 reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawmgs. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shallcheck and verify all dimensions and conditions of the lob site. NAIL)—r I C7 0 '3 ;o F J Q W 0 W m D W 0 iv IL x N N N Ln Z Z Q d 0 W Q ❑ M N W ❑ W 271.0" ❑ F- 18'-0" 17-4" p J LL U pp J O U O W O L6 4 IA W Q O —------- _-- O'NAV + J 1 /4 1/4„ C7 i;0" A3.7 1'-O" Libra Building Section Master Suite Building Section A Rear Stair Section 1'4 i O A C7 0 2' 4' 6' 8' 10' 12' 14' 16' 12 U � , y O W � n U � Cn U� cd -- } E O U � L y O C In L 12� N tl Cq J h 11 W 2 W tr W O iv M M P, t0 14'-2'1 5'-1 O„ c+7 m - 20'-0" 5 23 ---- Hous 22 c51V -- ND FLOOR 21 O �a 20 FLOOR d 19 18 TRUSS iN 17 FUR-DOWNCEILING 16 15 T -O" `: 1'-6" 14 19 12 ��161 O_ miv 0 11 10 N O - ro cV 8 Rear O Master o ° u '7 Stair Hall Wardrobe 6 5 4 NAIL)—r I C7 0 '3 ;o F J Q W 0 W m D W 0 iv IL x N N N Ln Z Z Q d 0 W Q ❑ M N W ❑ W 271.0" ❑ F- 18'-0" 17-4" p J LL U pp J O U O W O L6 4 IA W Q O —------- _-- O'NAV + J 1 /4 1/4„ C7 i;0" A3.7 1'-O" Libra Building Section Master Suite Building Section A Rear Stair Section 1'4 i O A C7 0 2' 4' 6' 8' 10' 12' 14' 16' DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.7 U � , y O W � n U � Cn U� cd -- } E O U � L y O C In L N tl Cq h DRAWN: MLS CONSTRUCTION SET Project #: 18011 Date: FEB 20 2020 Revised: Sheet A3.7