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1726 BEACH AVE RESO20-0002 18011 0.1 Title Sheet.PC9 revision 3-30-22Stucco veneer options, including but not limited to true 3-coat stucco system, hard-coat, soft-coat, mechanically-attached, adhesive-attached, etc. should be reviewed by any user of these plans & disclosed to the homeowner, if any, in advance of construction. Issues associated with the various stucco veneer options should also be reviewed & carefully considered, such as the stucco system’s weatherability, durability, cost, maintenance, potential problems associated with moisture, local climate conditions, availability of insurance coverage, availability of termite protection, availability of loans & restrictions thereto, etc. Regardless of the stucco system selected, it is the builder’s responsibility to ensure that all manufacturer’s instructions/specifications are exactly followed. All stucco joints which are to be centered over an architectural element are delineated with a crosshair at the object they are to center on. Any joints between centered joints shall be equally spaced. Stucco finish shall be smooth sand. ASTM standards shall be met for ALL stucco applications. Stucco over wood frame shall meet ASTM C-926 and ASTM C-1063. 1. 2. 3. 4. 5. Stucco Notes Index A0.1 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 Ground Level Enclosed 2nd Level Heated / Cooled Exterior Stairs 511 500 89 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. All work is to be in accordance with the latest codes: Local Ordinances: Atlantic Beach, FL Building Code: 2017 Florida Building Code Residential 6th edition 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2018 National Electrical Code 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. 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. 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. 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. 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. 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. 1. 2. 3. 4. 5. 6. 7. 8. General Conditions All structural members shall be sized to carry all imposed loads by structural engineer. Wall framing & blocking shall be white pine, spruce, or fir, stud grade or better. All framing & blocking lumber shall be kiln-dried to a moisture content of 19% or better. All wood in contact w/concrete, earth, masonry, or in a moist location shall be pressure-preservative-treated with a water-borne preservative applied by vacuum process in closed cylinder & shall be kiln-dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing members. Provide blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories & other items requiring a permanent attachment to the wall. Interior walls shall be 2x4 studs (3 1/2" thick) & exterior walls shall be 2x6 studs (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other unheated areas shall be 2x4 studs unless noted otherwise, see drawings. Headers shall be sized by structural engineer to meet all local live & dead load requirements. Install minimum 2x4 liner under each end of all headers. Install 2x6 over top plate of wall in walls parallel to framing above for sheetrock blocking. Install minimum 3 studs @ beam bearing points unless noted otherwise. Exterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per manufacturer's recommendations, making sure to achieve an airtight seal at the edges of the wrap & at all interior joints. Exterior Wall sheathing maybe substituted for Zip wall system or equal, at Architect's discretion. Exterior structural hardware/connectors- shall be Stainless steel- high grade for long term exposure to ocean front elements, see engineering for project specific connectors & fasteners 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Wall Framing 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 than post material. 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 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 otherwise. Turned posts may be #1 Common grade pressure-treated pine or better, or may be Perma-Cast. Classical columns (round or square) may be smooth cedar, redwood, Perma-Cast, or limestone. Exterior structural wood column bases for boxed columns shall be raised above porch floor. 1. 2. 3. 4. 5. Columns Wood beams shall be #1 Common grade pressure-treated pine or better. Beams supporting masonry shall be limestone or reinforced concrete. Metal beams shall be hot-dipped galvanized steel. 1. 2. 3. Beams Fireplaces shall be constructed with Isokern system or equal. 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.) Chimneys shall be brick or stucco on 4" minimum masonry. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney pots equal to Superior Clay. Chimney pots for metal flues shall be equal to European Copper metal chimney pots by Jack Arnold. 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 1. 2. 3. 4. 5. Fireplaces & Chimneys Porches & Balconies Attachments & Sitework 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. Caulking shall be installed at interior dry joints between dissimilar materials as required. Sealant shall be installed at exterior or damp interior joints between dissimilar 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 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 joint. 1. 2. 3. Sealant Notes 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. Field-verify all dimensions before beginning millwork fabrication. Verify all kitchen equipment sizes w/homeowner before ordering cabinets. All cabinet dimensions shown on floor plans or elevations are to primary surface of cabinet. Countertops typically overhang these dimensions & kickspaces underhang them. Provide pre-finished closures, trim or moldings as required to fit walls or furrings. Builder shall provide adequate wood blocking in walls to secure millwork, shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. See Finish Schedule for wall, base, floor & other finishes. All materials shall be moisture-resistant in countertops w/sinks, lavatories or other plumbing. Plywood to be covered w/plastic laminate shall be cabinet-grade AA fir plywood. All totally concealed wood framing shall be #2 southern yellow pine. Sections and details shown may not cover all cabinet conditions, but are intended instead to indicate the general design and character of the cabinets. In cases where no detail is shown, use most similar condition detailed and modify for cabinet elevation shown. 1. 2. 3. 4. 5. 6. 7. 8. Millwork All structural information shown is for reference purposes only. A local licensed structural engineer shall design to actual site conditions & design all structural elements such as footings, foundation walls & slabs. All masonry shall be laid plumb, true and square w/filled joints. All walls shall be adequately braced until securely tied to the structure. No work shall be done subject to freezing conditions. All exposed work shall be brush-cleaned to be free of surface mortar. All masonry work below finish grade shall be filled with grout. This includes all cores, cavities & other spaces. 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. Protect masonry work from moisture and temperature changes at the end of each day's work. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running bond using full & half-blocks unless noted otherwise. Saw-cut blocks if non-modular dimensions are required. CMU bearing walls shall be minimum 8" thick, & shall be reinforced w/truss-type reinforcing every other course. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout & rebar. Reinforce CMUs @ corners by filling all such cores from footing to top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder bearing or other concentrated loads by filling all such cores from footing to top of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of bond beams by filling all such cores from footing to top of wall w/grout & rebar at each core. Reinforce all openings in CMU walls larger than 12" in any direction w/rebar at all sides of the opening. Extend bars 24" past corners of opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to Engineering. Extend hook bars of same size as vertical reinforcing into footing & lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 continuous @ top of all CMU retaining walls & above all door & window openings. Consult with the structural engineer if CMU walls will be required to act as retaining walls. Backfill after first floor is set. Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be completely filled as the masonry units are laid. Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells of masonry in vertical reinforcing in lifts not to exceed 48". Verify masonry wall reinforcement & turn up equal quantity & sizes of rebar out of footing at locations for wall reinforcement so that reinforcement is continuous from wall into footing. Provide anchor bolts at all reinforced CMU cores as noted above, or if foundation is concrete, provide anchor bolts 48" OC maximum & at all corners & edges of openings for connection of framing to concrete or masonry work. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Concrete Masonry Units Massing & Walls Cabinets & Furniture Wallboard & ceiling board shall be paperless screw-attached 5/8" fire-rated gypsum board conforming to ASTM c36-64. Use of this material in lieu of standard 1/2" gypsum board will result in a stiffer, straighter, smoother wall at slightly elevated cost. All details used in these drawings are based on 5/8" gypsum board. Wallboard @ tile shall be equal to Georgia-Pacific Dens-Shield tile backer board. Wallboard @ damp areas shall be equal to screw-attached 5/8" moisture resistant gypsum board @ all areas exposed to high humidity levels such as bathrooms. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum board edges shall have appropriate metal accessories. Sheetrock joint treatment materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of joint compound. Sand between coats and after the final finish coat. Tile showers shall be constructed to at least the following minimum standard: Wall tile shall be installed over Georgia-Pacific Dens-Shield tile backer board or equal and shall be installed to an elevation of 72" or higher as required to produce full (uncut) tile throughout the height of the wall. The floor shall be prepared by grouting to slope to drain over a waterproof membrane. Floor tile shall be laid according to Owner or Architect. Small bullnose trim shall be used at all edges. Cove trim shall be used at all interior corners, unless otherwise noted. Remove all rust, grease & erection marks from surfaces to be painted. Fill and sand all woodwork with an appropriate filler before beginning work. Filler coats shall be applied after the priming coats are dry on surfaces scheduled for painting or enameling. Filler shall be tinted to match woodwork on all stained or natural-finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked before paint is applied. All finished surfaces shall be left smooth, even & free from defects. Brushwork shall show even coatings free from brushmarks. Do not roll-apply any paint on trimwork or other wood. Trim shall be brush-applied only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. Coverage shall be complete so that no primer or substrate may be seen through the finish coat(s). 1. 2. 3. 4. 5. 6. Finishes Plan Notes Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 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. 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. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. Properly-planned French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in non-visually-offensive locations Do not locate downspouts on front face of house unless shown. The Architect suggests the use of traditional half-round gutters & round downspouts should the homeowner elect to install gutters & downspouts. All columns shown shall be Architectural Grade. This grade includes correctly-proportioned base & capital details & proper entasis (taper). Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bottom rail as shown. 1. 2. 3. 4. 5. 6. Elevation Notes Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be cedar. Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. 1. 2. 3. 4. 5. Siding Notes 1. 2. 3. 4. 5. All finish work shall be executed by qualified subcontractors, and shall be filled, sanded smooth and ready for finishes. Trim materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & millwork shall have a moisture content of 12% or better. Exterior fascia shall be Azek or backprimed solid wood, & screwed @ corners (see Drawings for widths). Finger joint material is NOT allowed. Exterior soffits shall be backprimed solid wood up to 11" in width or shall be 1/2" smooth factory-primed exterior hardboard if greater than 11" wide (see Drawings for widths). Finger joint material is NOT allowed. Exterior cornerboards & casing shall be backprimed 2x solid wood (see Drawings for widths). Finger joint material is NOT allowed Interior trimwork shall be shapes as shown on drawings. Trimwork Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 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. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, disconnects, accessories, etc. for complete installation whether or not every item is shown or specified. These drawings are intended as general guidelines for purposes of establishing certain minimum criteria, & do not necessarily represent the final layout, arrangement, size, brand name, capacity or other characteristic of the engineered system. System shall be designed in accordance with all applicable codes, standards & requirements of local utility officials. Deviations from the concepts shown on these Drawings should be supported by design calculations. Design engineer shall prepare calculations for loading & equipment sizing, accessory arrangement, etc., and shall prepare final drawings accordingly. Install GFCI outlets as required by applicable codes. These areas include receptacles in a bathroom, kitchenette, or other area where running water is present or areas exposed to the weather. Install hardwired smoke detectors with battery backup on all floors. Interconnect detectors so that all will sound should one detector activate. Verify number of smoke detectors required & locations w/homeowner & code requirements. Detectors shall be installed in all sleeping areas just outside bedrooms as a minimum. Some equipment shown on other plans may require electrical service, such as water heaters, condensing units, air-handling units, condensate pumps, etc. Electrician shall include electrical service to all such equipment. Coordinate with other trades concerning items requiring electrical service. Coordinate service & ampacity required. Provide one duplex outlet & one light if unit is in non-lit area for every condensing unit & every air-handling unit as required by applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to weather. Obtain name plate rating of all equipment before roughing in & provide wiring of proper size, voltage & ampacity. Provide fused or non-fused disconnect switch as required. Provide panelboards of proper voltage & ampacity for all electrical circuits. More than one panel may be required due to number of circuits required. Provide a minimum of 8 spare circuits. Verify service requirements with local power company including transformer locations & types, disconnects at exterior of building, voltages, ampacities & other details of electrical construction. Size all feeders according to NEC requirements. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Support all fixtures & other items rigidly from structure of building. GFCI receptacles may be laid out so that one GFCI receptacle protects other standard receptacles beyond it if there is at least one GFCI receptacle in a room and if they can all be on the same circuit. Insulate & seal solidly behind receptacles in exterior walls. Kitchen equipment service may not be shown on plan. Verify whether equipment should be hardwired or requires an outlet & connect as required. Provide circuits sized as required for load. Electrical Plan Notes System shall be designed in accordance with all applicable codes, standards & requirements of local utility officials. Design engineer shall prepare calculations for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare final drawings accordingly. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for complete installation. Insulate all heating or condenser water lines in uninsulated spaces w/tubular foam insulation. Insulation shall be of self-sealing type or shall be taped closed w/foil-faced tape. Closely coordinate work with all other trades. Maintain ceiling heights & duct spaces provided. All valves, dampers & other control devices shall be accessible for operation & maintenance through accessible ceilings or through access doors or panels manufactured for such purposes. 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 utility room or other non-public areas where overflow would be noticed by homeowner. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air duct shall extend from intake blower at exterior to return air side of ductwork. Provide pressure regulators for all gas equipment as required for proper operation. Verify gas pressure at meter to determine necessity of regulators. Coordinate with electrician concerning items requiring electrical service such as condensing units, air-handling units, condensate pumps, motorized dampers, etc. Coordinate service & ampacity required. The Builder shall test pressure-reducing valves, T&P relief valves & other safety devices prior to the operation of system. The Builder shall test and balance all systems prior to completion of the work. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Mechanical Notes System shall be designed in accordance with all applicable codes, standards & requirements of local utility officials. Design engineer shall prepare calculations for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final drawings accordingly. Furnish all piping, fittings, accessories, etc. for complete installation. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam insulation. Insulation shall be of self-sealing type or shall be taped closed w/foil-faced tape. Cleanouts shall extend to surfaces or shall be provided w/access doors or similar devices. Cap all pipe to be left open overnight & protect pipe during installation from dirt, gravel & other debris which might cause blockages or flow restrictions. Center all fixtures in space allocated unless noted otherwise. Lead solder is not allowed. Closely coordinate work with all other trades. Maintain ceiling heights & pipe spaces provided. All valves, cleanouts & control devices shall be accessible for operation & maintenance through access doors or panels manufactured for such purposes. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as required by applicable codes for proper maintenance. Coordinate placement of all drains with flooring subcontractor. All pressure piping located in inaccessible areas such as under slabs shall be continuous copper tubing without joints. Coordinate with electrician concerning items requiring electrical service such as water coolers, sensor flush valves & water heaters. Coordinate service & ampacity required. Provide expansion valves & pressure relief valves & drain lines from water heaters. Route drain lines down to floor drain or utility sink in utility room or other non-public areas where overflow would be noticed by homeowner. If line is run to exterior, extend line concealed in walls to within 18" of finish grade & terminate with 90' elbow pointed down. Provide pressure reducing valve as required for proper operation of the system. Verify water pressure at meter to determine necessity of reducing valve. Seal to wall, floor or countertop around all fixtures with tub & tile sealant to match color of fixture unless noted otherwise. Install shower heads 80" OC AFF @ wall penetration unless directed otherwise by homeowner. All drains in walls or ceilings shall be cast iron. Plumbing shall be Uponor or CPVC, with recirculating hot water. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. Plumbing No alarm systems are shown. Verify alarm requirements with homeowner & install as required. Telephone outlets may not be shown. Verify telephone requirements with homeowner & install as required. Computer outlets may not be shown. Verify computer network requirements with homeowner & install as required. Cable TV outlets may not be shown. Verify cable TV requirements with homeowner & install as required. 1. 2. 3. 4. Auxiliary Systems Light fixtures shall be located as close as possible to locations shown on plan. Fixtures shall align with or center on each other or with adjacent architectural elements. Coordinate locations of light fixtures with HVAC grilles so that they align with or are at least symmetrical with each other where there may be conflicts. Grilles & registers shall be blocked as required so that they align with light fixtures. Light fixture & switch locations shall be reviewed & approved by Owner or Interior Designer before installation of sheetrock or other wall & ceiling finishes. Center items shown in ceiling areas unless noted otherwise. Coffer dimensions are shown to face of framing unless noted otherwise. Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches shll be ganged tight together & shall be covered with a single plate designed for that purpose. Switches shall typically be mounted 48" AFF to center of switch. Support all fixtures rigidly from structure of building. Verify device & plate colors with Owner or Interior Designer. Consult Owner & add exterior security lighting if required. Verify lighting type & switching. Consult Owner & add landscaping lighting if required. Verify lighting type & switching. Connect all exterior lighting to photocell control relays with timeclock override for time-controllable illumination during darkness. All fluorescent lamps shall be warm white deluxe. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Lighting Bath accessories are generally not shown anywhere on plans, but should be installed as noted below. Homeowner shall select accessories. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall beside toilet (1 per toilet). Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or shower). Job site built recessed shower niche tiles shall slope slightly for drainage. Provide blocking in walls for all bath accessories. 1. 2. 3. 4. 5. 6. Bath Accessories All structural members shall be sized to carry all imposed loads by a structural engineer or other individual acceptable to state & local authorities. Ceiling & roof framing & blocking shall be #2 KD southern yellow pine. All framing & blocking lumber shall be kiln-dried to a moisture content of 19% or better. All wood in contact w/concrete, earth, masonry, or in a moist location shall be pressure-preservative-treated with a water-borne preservative applied by vacuum process in closed cylinder & shall be kiln-dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing members. Roof trusses shall be designed, fabricated & erected in accordance w/the "Design Specification for Light Metal Plate Connection Roof Trusses" of the Truss Plate Institute. Truss manufacturer shall provide engineering design & shop drawings which bear the seal of a registered engineer in the state in which work is to be performed. Shop drawings shall indicate the species, sizes & stress grades of lumber, metal connector plate sizes & types & bearing & anchorage details. Truss manufacturer shall submit supporting design documents which indicate loading, section modulus, assumed allowable stress, stress diagrams, calculations & any other required supporting information, which is for file purposes only as the Architect shall not be responsible for checking calculations. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ waterproof construction adhesive & screwed or nailed 12" OC to framing. OSB is NOT allowed. Hold roof deck panels apart as recommended by decking manufacturer. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Ceiling, Attic & Roof Framing Mech. Elec. & Plumbing Systems Project Information A0.1 A1.2 A2.1 A2.2 A3.1 A8.1 A9.1 Title Sheet Existing / Demo Site Plan, New Site Plan & Site Plan Area Calculations & Drainage First & Second Level Floor Plans Electrcial Plans, Roof Plan & Foundation Plan Elevations & Building Sections Door & Window Schedules & Details Wall Sections F r i s c h G a r a g e 1 7 2 6 B e a c h A v e . A t l a n t i c B e a c h , F l DESIGN CRITERIA: Building Classification: Building Type: Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. See engineering for wind speed & exposure zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Residential Type V Construction Sheet Copyright ©2020 Starr Sanford Design Associates, Inc. All rightsreserved. The design concepts,drawings, written material, andspeciﬁcations of this document arethe property of Starr Sanford DesignAssociates, Inc. No part of thesedocuments shall be copied, disclosedto others, or reproduced in part orwhole in any form without thewritten consent of Starr SanfordDesign Associates, Inc. Do not scaledrawings. Use given dimensions only.If not shown, verify the correctdimensions with Starr SanfordDesign Associates, Inc. Contractorshall check and verify all dimensionsand conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS CONSTRUCTION SET 18011 Feb 20 2020F r i s c h G a r a g e 1 7 2 6 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 11 - March 26 2020 A0.1 Square footage Consolidate Title Sheet & Speciﬁcations A1.2 Modify plan & lot coverage A2.1 Modify building & stair size Adjust Door & Window schedules A2.2 Modify building, stair size, Roof Plan, Foundation Plan, Electrcial Plan A3.1 Modify building, stair size & building heights A8.1 Modify Door & Window design A9.1 Modify building heights Modifications 1 March 26 2020 1 3 - Sept 1 2020 A2.1 Window schedules, bathroom sink & storage A3.1 Modify Windows A8.1 Modify Windows2 September 1 2020 3 - March 3 2021 A2.1 Window locations A3.1 Window locations3 March 4 2021 4 - March 9 2022 A1.2 Removed open Trellis A2.1 Stair Design A2.2 Lighting Location, Foundation Plan A3.1 Stair Design A9.1 Wall Section Siding Design 4 March 9 2022 By Toni Gindlesperger at 3:07 pm, Mar 30, 20223:15 pm, Apr 05, 2022 new sod new sod new sod new sod 88888 Sabel Palms sized as shown 8" Live Oak 8" Live Oak 8" Live Oak 8" Magnolia Character Palm sized as shown 10 88 8 BEACH AVENUE 25' RIGHT OF WAY (PAVED PUBLIC ROAD) Existing Spot Elevations11.39 Existing Grade Contours15 Silt Fence trees to be removed, verify w/Landscape Architect Existing / Demo Site PlanDrawing # B A1.2 4"T14 4"T14 5"T14 5"T14 6"T14 8"T14 18"T7 18"T15 10"T15 8"T14 remove trees as shown remove trees as shown remove trees as shown 5"T14 8"T14 10"T14 install silt fence around construction site remove trees as shown remove trees as shown remove trees as shown remove trees as shown remove trees as shown 6"T14 16"T15 8"T15 roll off dumpster portable sanitation FOUND 1\2" IRONPIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP SET 1\2" IRONPIPE, LB 3672 7"T14 5"T14 5"T14 5"T14 6"T14 8"T26 12"T14 10"T14 12"T15 10"T15 18"T15 16"T15 8"T15 8"T15 4"T14 FOUND 1\2" IRONPIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP SET 1\2" IRONPIPE, LB 3672 7"T14 5"T14 5"T14 5"T14 6"T14 8"T26 12"T14 10"T14 12"T15 10"T15 18"T15 16"T15 8"T15 8"T15 4"T14 FOUND 1\2" IRONPIPE, NO CAP FOUND 1\2" IRONPIPE, NO CAP FOUND 1\2" IRONPIPE, NO CAP SET 1\2" IRONPIPE, LB 3672 7"T14 5"T14 5"T14 5"T14 6"T14 8"T26 12"T14 10"T14 12"T15 10"T15 18"T15 16"T15 8"T15 8"T15 4"T14 19 A1.2 19 A1.2 New 2 Story Block & Frame Garage New 2 Story Block & Frame Garage 25.667' 25.667' 25.667' 25.667'19.92'19.92'19.92'19.92'N07°54'44"W 71.03' (FIELD)S87°18'21"W40.11' (FIELD)N83°58'42"E39.73' (FIELD)S08°05'26"E 73.37' (FIELD) N07°54'44"W 71.03' (FIELD)S87°18'21"W40.11' (FIELD)N83°58'42"E39.73' (FIELD)S08°05'26"E 73.37' (FIELD) N07°54'44"W 71.03' (FIELD)S87°18'21"W40.11' (FIELD)N83°58'42"E39.73' (FIELD)S08°05'26"E 73.37' (FIELD) Impervious Covered Concrete Porches Impervious Roofed Structures 50% Pervious Pool & Pool Coping Impervious Additional Concrete Coverage Impervious Garden / Retaining Walls Pervious Pavers On Pervious Bed Site Plan Area Calculations & Drainage PlanDrawing #C A1.2 448 Sq ft 16 Sq ft 599 Sq ft 200 Sq ft 92 Sq ft 92 Sq ft 2,875 Sq ft Sq. Ft.Percent Lot 2875 100.0% Existing Impervious Roofed Structures 0 0.0% Existing Impervious Driveway 0 0.0% Existing Impervious Concrete 0 0.0% Existing Total Impervious 0 0.0% Existing Lot Area Calculations Sq. Ft.Percent Lot 2875 100.0% Impervious Roofed Structure Detached Garage 511 2.6% New Pervious Drive ways & steps 448 sq ft @ 50%224 1.1% New Impervious Parking Pad 448 sq ft @ 50%224 1.1% Existing Impervious Additional Concrete 16 0.1% New Proposed Total Impervious 975 33.9% Proposed Lot Area Calculations Parcel B 48 Sq ft concrete AC equipment pad open wood stairs uppervious paver parking pad pervious pavers pervious pavers concrete curb-cuts pervious pavers direction of flow direction of flow direction of flow direction of flow 504 cubic ft. of under-ground water retention area pop-up gutters to pop-up & water retention/storage gutters to pop-up & water retention/storage pop-up pervious pavers A1.2 New Site PlanDrawing #A A1.2 Site Plan Key Denotes Concrete Coverage New Contours 14 New Spot Elevations12.5' turf-block Under-Ground Water Retention Area DESIGN CRITERIA: Building Classification: Building Type: Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Residential Type V Construction The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North Atlantic Beach, Unit No. 1 - R-c-b-s Corporation, According To The Plat Thereof Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From The Flood Insurance Rate Map Number 12031c0407h, Revised June 03, 2013 For Duval County, Florida. Legal Description Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.2 for specifications & Notes. This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Work shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. City of Atlantic Beach required lot elevation to remain as existing, can not raise lot elevation. Detached Garage structure 2 stories, not to exceed 25 feet in height. Silt fence will be provided along property line in best place for the erosion control. All run off must remain on-site during construction. All Roof run off to be collected on catch Basin & distributed through pop up drain pipes southward & away from the structure Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. All Concrete driveway aprons must be 5" thich, 4,000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. Maximum Apron radius shall not exceed 3' Maximum driveway width within City Right of Way is 20'. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. See E2.4 for Exterior Light Fixture cut sheet & Selections. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Site Plan Notes 5'-0" setback 9'-2"9'-2" 20'-0" 3'-8"2'-6"10'19.92'10' 5'-0" setback 10'-0" clear for water retention/storage ScaleDrawing # silt fence fabric over wire mesh wired to metal u-posts or wood stakes Silt Fence Elevation / Section 1/4" 1'-0" 19 A1.2 7'-0"2'-10"2"3'-6"1'-6"2'-10"2"3'-6"4"1'-6"4" 10.8'6'13.9'12'13.9'16.98'25.67'22.5'8.22' 18.4'provide swale at property line to direct drainage to water retentionprovide swale at property line to direct drainage to water retentionprovide swale at property line to direct drainage to water retention 10.4 10.27 10.12 10.410.49 10.08 10.15 FFE 10.667 NAVD 10.833' FFE NAVD 10.1510.4 0' NAVD 10.833'10.49prop lineprop line10.667'10.12 REVIEW: NOT FOR CONSTRUCTION 10.4 Scale1/8" 1'-0" 0 2'4'6'8'10'12'14'16' Sheet Copyright ©2020 Starr Sanford Design Associates, Inc. All rightsreserved. The design concepts,drawings, written material, andspeciﬁcations of this document arethe property of Starr Sanford DesignAssociates, Inc. No part of thesedocuments shall be copied, disclosedto others, or reproduced in part orwhole in any form without thewritten consent of Starr SanfordDesign Associates, Inc. Do not scaledrawings. Use given dimensions only.If not shown, verify the correctdimensions with Starr SanfordDesign Associates, Inc. Contractorshall check and verify all dimensionsand conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS CONSTRUCTION SET 18011 Feb 20 2020 Scale1/8" 1'-0" 0 2'4'6'8'10'12'14'16' Scale1/8" 1'-0" 0 2'4'6'8'10'12'14'16'F r i s c h G a r a g e 1 7 2 6 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 14 - March 9 2022 4 see floor plans for final configuration see floor plans for final configuration 4 4 By Toni Gindlesperger at 3:08 pm, Mar 30, 20223:16 pm, Apr 05, 2022 pervious paver landing down Garage 2 Garage 2 Gym 11' ceiling slopedsloped ceilingflat ceiling 3x6 3x6 3x8 3x8 9x8 garage door 9x8 garage door G2-101G2-102 G2-103 G2-104 G2 1A G2 1A fixedfixed 4" mull4" mull4" mull4" mull4" mull6" jamb4" mull4" mull4" mull 4" mull fixed fixedfixedfixed fixed 3x53x5 3x53x53x8 6-lite/1-panel G2-201 G2-202 2-4x7 G2-203 2-4x6 G2 2A G2 2A G2 2C G2 2D G2 2C G2 2D G2 2D G2 2DG2 2DG2 2C G2 2E G2 2DG2 2E G2 2E 4" mull6" jambfixedG2 2A G2 2B 3x5-103x5-103x5-106" jamb6" jamb6" jamb 6" jamb 2-4x7 G2-204 Number qty.Width Height Type Remarks Inches Inches G2 101 1 108 96 vertical wood garage door G2 102 1 108 96 vertical wood garage door G2 103 1 36 96 solid vertical panel fiberglass G2 104 1 36 96 solid vertical panel fiberglass G2 201 1 36 96 6-lite / 1-panel G2-202 Gym G2 202 1 28 84 solid G2-203 Bath G2 203 1 28 72 tempered glass G2-203 Bath G2 204 1 28 84 solid G2-202 Gym Total 8 Notes: See plans for door swing, and slider direction. G2-101 Garage 2 G2-101 Garage 2 G2-101 Garage 2 Garage 2 Door Schedule Location G2-101 Garage 2 Garage 2 Ground Level Enclosed Garage 2 2nd Level Heated / Cooled 511 500 N07°54'44"W 71.03' (FIELD)N83°58'42"E 39.73' (FIELD)S08°05'26"E 73.37' (FIELD)S87°18'21"W 40.11' (FIELD)down 3/4"down 3/4"slope 2" overalldown 6"down 3/4"down 6" 8" CMU wall 8" CMU wall8" CMU G2-101 2x turned for plumbingHVAC pervious paver parking pad concrete finish flat ceiling for mechanical equipment above 2x6 2x62x6 wall walls above PT risers & treadsPT risers & treadsPT handrail PT handrail on CMU wall stained concrete metal handrail CMU wall below2'-4"x8'CMU wall, sloped w/stairs abovecentered on opening above 8" CMU wall 2x6 site built doorsF A3.1 F A3.1 E A3.1 E A3.1 24 A9.1 23 A9.1 22 A9.1 F A3.1 F A3.1 E A3.1 E A3.1 24 A9.1 23 A9.1 22 A9.1 2'-4"25'-8"22'-6" 7'-0"11'-8"7'-0" 25'-8"22'-6" 7'-0"11'-8"7'-0"4'-0"4'-0"19'-11"A2.1 Garage 2 Ground LevelDrawing #A A2.1 Drawing #B A2.1 10'-0"19'-11"10'-0"interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) new wall ﬁnished both sides new wall ﬁnished one side Wall Material Key interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) 8" CMU wall 1. 2. 3. 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 Sea turtle protection requirements F.A.C 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." Plan Notes Floor Plan Notes 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. 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. 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. 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. 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 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 door. Window sizes indicated on plans are generic sash sizes. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 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 screen door is provided leading away from the residence Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. Doors & Windows shall not be ordered, prior to measuring rough framing. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn-down slabs, and piers. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 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 treated with boric acid. If gypsum board is used, install moisture-resistant gypsum board in restrooms & other rooms where water is present. Load roof prior to installing drywall. Install nail guards on framing at all appropriate locations. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop between each floor, and top plate to roof framing. Builder shall coordinate all shelving & storage requirements with homeowner. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory: 15". Toilet: 18". No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. Handrails are required at all interior stairs with 4 or more risers. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. Garage 2 Second Level 25'-8" 4'-6"3'-4"3'-4"3'-4"3'-4"3'-4"4'-6" 25'-8" 2'-7"7'-0 34"3'-4" 7'-10"10'-0"7'-10"9'-11 12"9'-11 12"align7'-3"12'-11 14"19 Risers @ 6.6759" = 10' 6.8423" +/- 18 Treads @ 10 3/4" = 16' 1 1/2" +/-7'-9 14"3'-3 34"3'-3 34"3'-3 34"1'-2 14"2'-6 12"2'-6 12"6'-8 18"7'-3"12'-11 14"7'-9 14"3'-3 34"3'-3 34"3'-3 34"1'-2 14"2'-6 12"2'-6 12"19 Risers @ 6.6759" +/- = 10' 6.8423" 18 Treads @ 10 3/4" = 16' 1 1/2" +/-Scale1/4" 1'-0" 0 2'4'6'8'10'12'14'16' Scale1/4" 1'-0" Sheet Copyright ©2020 Starr Sanford Design Associates, Inc. All rightsreserved. The design concepts,drawings, written material, andspeciﬁcations of this document arethe property of Starr Sanford DesignAssociates, Inc. No part of thesedocuments shall be copied, disclosedto others, or reproduced in part orwhole in any form without thewritten consent of Starr SanfordDesign Associates, Inc. Do not scaledrawings. Use given dimensions only.If not shown, verify the correctdimensions with Starr SanfordDesign Associates, Inc. Contractorshall check and verify all dimensionsand conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS CONSTRUCTION SET 18011 Feb 20 2020F r i s c h G a r a g e 1 7 2 6 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 14 - March 9 2022 4 4 598 Sq ft footprint & stairwell By Toni Gindlesperger at 3:08 pm, Mar 30, 2022 3:16 pm, Apr 05, 2022 Concrete Slab over vapor barrier on compacted earth Foundation Material Key 7-5/8" CMU above wall concrete verify footings & turn down slabs w/engineering turn-down footing at garage doors turn-down footing at garage doors footer below 25'-8"19'-11"2'-4"9'-2"2'-8"9'-2"2'-4" See Engineering for slab depth, pile locations, control joints, grade beams, turn down footings, reinforcement & any other information This drawing is only for the purpose of laying out MAJOR step down locations, not all step downs may be shown. See other drawings, and verify with all trades for additional information not shown here. It is the Contractor's responsibility to verify Engineering, electrical, plumbing, equipment, and elevator requirements for any additional concrete slab depressions or other requirements not shown on this drawing. 8" CMU footings as per structural engineering8" CMU8" CMUoutside face of wall below 1'-6"roof penetrations only allowed in these areas 2'-0"2'-0"5'-0"7'-8"1'-6"rake flashingrake flashingrake flashingrake flashingrake flashingrake flashingrake flashingrake flashingeave flashing eave flashing break break PT cedar shingle roof ridge 6/126/126/126/12switch on timer light on motion sensor light on motion sensor to photocell weather proof switch to lighting and switch above to lighting and switch below outlets under sconces in wall step lightinggooseneck provide service for garage door opener provide service for garage door opener E1 8'-0" Above Garage FF E1 8'-0" Above Garage FF gooseneck wp Electrical Plan Key Small pendant ceiling ﬁxture. Ceiling fan. See schedule for indication of whether fan includes lights. Recessed compact ﬂuorescent bulb light or LED. Surface compact ﬂuorescent bulb light or LED. Wall ﬁxture. Exhaust fan w/light. Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). 4" square Recessed LED, Elitco Lighting RS41230KRF or similar. 15a 125-277v single pole switch equal to Hubbell #1201. 15a 125-277v 3-way switch equal to Hubbell #1203. 15a 125-277v dimmer switch. E2 44"44" wp wp quad 44" 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. New doorbell button. New items are generally shown bold as indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space.) Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. 15a 125v duplex GFCI wall outlet equal to Leviton #801-6599i. E2 E2 E2 down 3/4"down 3/4"slope 2" overalldown 3/4" pervious paver parking pad flat ceiling for mechanical equipment above F A3.1 F A3.1 E A3.1 E A3.1 F A3.1 F A3.1 E A3.1 E A3.1 24 A9.1 24 A9.1 23 A9.1 23 A9.1 22 A9.1 22 A9.1 A2.2 Garage 2 Foundation PlanDrawing #A A2.2 Garage 2 Roof PlanDrawing #B A2.2 Garage 2 Ground Level Electrical PlanDrawing #C A2.2 Garage 2 Second Level Electrical PlanDrawing #D A2.2 Scale1/4" 1'-0" 0 2'4'6'8'10'12'14'16' Scale1/4" 1'-0" Scale1/4" 1'-0" 0 2'4'6'8'10'12'14'16' Scale1/4" 1'-0" Sheet Copyright ©2020 Starr Sanford Design Associates, Inc. All rightsreserved. The design concepts,drawings, written material, andspeciﬁcations of this document arethe property of Starr Sanford DesignAssociates, Inc. No part of thesedocuments shall be copied, disclosedto others, or reproduced in part orwhole in any form without thewritten consent of Starr SanfordDesign Associates, Inc. Do not scaledrawings. Use given dimensions only.If not shown, verify the correctdimensions with Starr SanfordDesign Associates, Inc. Contractorshall check and verify all dimensionsand conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS CONSTRUCTION SET 18011 Feb 20 2020F r i s c h G a r a g e 1 7 2 6 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 14 - March 9 2022 moved lighting location into CMU wall 4 44 By Toni Gindlesperger at 3:08 pm, Mar 30, 2022 3:16 pm, Apr 05, 2022 Garage 2 Garage 2 3'-0"slope 2" overall slope 2" overall8" CMUfoundation as per engineering 8" CMUframing or roof truss by others 2x8 r o o f f r a m i n g 2x8 r o o f f r a mi n g 2x62x6pre-stressed slab align w/garage door head heights 8" CMUfoundation as per engineering 2x62x6over frame @ dormers PT wood cedar shingle roof on shingle breather fabric over peel-N-stick waterproofing exposed rafter tails lap siding wood handrail handrail down curved stucco head stucco finish curved stucco door head (beyond) stucco finish lap siding 2x8 4" mull4" mull4" mull4" mull2x62x6PT wood cedar shingle roof on shingle breather fabric over peel-N-stick waterproofing exposed rafter tails lap siding stucco on CMU stairs beyond open PT stairs pre-stressed slab 2x64" mull4" mull4" mull2x62x62x6open under stairs stucco on CMU match Main House Garage Balcony horizontal railing 2x62x62x102x8 2x10new CMU wall & interior mounted handrail this side PT 2x cap rail or IPE 4x4 PT post inside edge of CMU wallrun 2x jamb down & return into vestibule as corner board only at door entrance 2x6 site built doors align top of CMU stair wall w/bottom of skirt board curved site poured concrete pilaster inside edge of CMU wallstucco on CMU F A3.1 E A3.1 24 A9.1 22 A9.1 12" CMU wall 4" CMU wall 8" CMU wall masonry veneer concrete Building Section Material Key F A3.1 E A3.1 24 A9.1 3'-0"3'-0"3'-0"3'-5 78" +/-3'-0"3'-0"A3.1 East ElevationDrawing #A A3.1 1. 2. 3. 4. 5. 6. 7. 8. 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.C 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. Elevation Notes Garage Floor9'-8"19'-11" 19'-11"1'-6"1'-6" 8 12 8 12 10 12 10 12 8"5'-10"8"2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"5" heel1'-6"1'-6"5'-10"8'-1"1 34"7'-11 14"6 12 6 12 10 12 2'-1 14"Garage 2 Building SectionDrawing #E A3.1 Garage Second Floor5'-10"5'-10"2'-1 14"2'-1 14"10 12 South ElevationDrawing #B A3.1 8 12 6 12 Garage 2 Building Section @ DormersDrawing #F A3.1 West ElevationDrawing #C A3.1 Garage Floor North ElevationDrawing #D A3.1 6'-0"8'-0"3"9'-8"19'-11"8"10'-4" @ back of wall10'-11 18"10'-11 18"10'-6"2"8'-0"Garage Second Floor 23 A8.1 23 A8.1 23 A8.1 5 A8.1 11 A8.1 5 A8.1 21 A8.1 21 A8.1 21 A8.1 2"8 12 10 12 8 12 6 12 25'-0" adjacent grade to peak of roof10 A8.1 4 A8.1 10 12 sim 10'-6"2"10'-4"5'-10"2'-1 14"10'-4"Garage Floor8'-0"1'-6"8'-10 34"Section Facing South Section Facing North Scale1/4" 1'-0" Scale1/4" 1'-0" Scale1/4" 1'-0" Scale1/4" 1'-0" Scale1/4" 1'-0" Scale1/4" 1'-0" Sheet Copyright ©2020 Starr Sanford Design Associates, Inc. All rightsreserved. The design concepts,drawings, written material, andspeciﬁcations of this document arethe property of Starr Sanford DesignAssociates, Inc. No part of thesedocuments shall be copied, disclosedto others, or reproduced in part orwhole in any form without thewritten consent of Starr SanfordDesign Associates, Inc. Do not scaledrawings. Use given dimensions only.If not shown, verify the correctdimensions with Starr SanfordDesign Associates, Inc. Contractorshall check and verify all dimensionsand conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS CONSTRUCTION SET 18011 Feb 20 2020F r i s c h G a r a g e 1 7 2 6 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 1maintain roof peak height as per local code maintain roof peak height as per local code maintain roof peak height as per local code 4 - March 9 2022 4 4 By Toni Gindlesperger at 3:08 pm, Mar 30, 2022 3:17 pm, Apr 05, 2022